The URL can be used to link to this page

Agenda 5/23/2023 Item #16B4 (Contract - Hardesty & Hanover Construction Services LLC)16. B.4 05/23/2023 EXECUTIVE SUMMARY Recommendation to approve the selection committee's ranking and authorize staff to begin contract negotiations with Hardesty & Hanover Construction Services, LLC, related to Request for Professional Services ("RPS") No. 23-8068 for "CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project," so staff can bring a proposed agreement back for the Board's consideration at a future meeting. (Project No. 66066) OBJECTIVE: To approve the selection committee's ranking for RPS No. 23-8068 and authorize staff to negotiate an agreement to engage the services of Hardesty & Hanover, Inc., to provide Construction Engineering and Inspection ("CEI") services for the Stan Gober Memorial Bridge Repair/Rehabilitation Project. CONSIDERATIONS: The Stan Gober Memorial Bridge Repair/Rehabilitation Project will address structural deficiencies flagged in the Florida Department of Transportation Inspection Report. These deficiencies include cracks in the deck slab, support beams, pier caps, and column and other channel scour -related deficiencies. On December 9, 2022, the Procurement Services Division issued RPS No. 23-8068, CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project with a deadline to receive proposals on January 12, 2023. The County extended the response deadline twice for an additional two weeks each time to January 26, 2023, and February 9, 2023, to allow staff to perform additional vendor outreach. The County only received one proposal from Hardesty & Hanover Construction Services, LLC., by the February 9, 2023, submission deadline. Staff found the proposer to be responsive and responsible. A selection committee met on March 22, 2023, deliberated and scored the sole proposal received, and formally established Hardesty & Hanover Construction Services, LLC as the recommended firm. Firm Name I Final Ranking Hardesty & Hanover Construction Services, LLC I 1 Staff recommends that the Board approve the selection committee's ranking and authorize staff to begin contract negotiations with Hardesty & Hanover Construction Services, LLC. Hardesty & Hanover Construction Services, LLC., is a civil engineering company specializing in bridge engineering services and has been doing business in Florida for over 11 years with a local office in Naples. Hardesty & Hanover has provided CEI services on prior Collier County projects such as the Gator Canal Bridge Replacement, and the firm is currently providing CEI services for the Golden Gate Parkway over Santa Barbara Canal Bridge Replacement and the Veterans Memorial Boulevard roadway improvement projects. If staff is unable to reach a proposed agreement with Hardesty & Hanover Construction Services, LLC., the County will need to re -solicit these services in an effort to obtain other interested consultants. FISCAL IMPACT: Approval of this item does not result in a direct fiscal impact; however, the source of funding for the future contract (subject to Board approval at a subsequent meeting) will be Gas Taxes. GROWTH MANAGEMENT IMPACT: This project meets current Growth Management Plan standards to ensure the adequacy and availability of viable public facilities. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT RECOMMENDATION: To approve the selection committee's ranking and authorize staff to begin contract negotiations with Hardesty & Hanover Construction Services, LLC., related to Request for Professional Services ("RPS") No. 23-8068 for "CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project," so staff can bring a proposed agreement back for the Board's consideration at a future meeting. (Project No. 66066) Packet Pg. 336 16. B.4 05/23/2023 Prepared by: Ray G. Girgis, P.E., Project Manager I11, Transportation Engineering Division ATTACHMENT(S) 1.23-8068 Solicitation (PDF) 2. [Linked] 23-8068 Hardesty & Hanover Proposal (PDF) 3.23-8068 Final Ranking (PDF) 4.23-8068 NORA executed (PDF) Packet Pg. 337 16.B.4 05/23/2023 COLLIER COUNTY Board of County Commissioners Item Number: 16.B.4 Doc ID: 25329 Item Summary: Recommendation to approve the selection committee's ranking and authorize staff to begin contract negotiations with Hardesty & Hanover Construction Services, LLC, related to Request for Professional Services ("RPS") No. 23-8068 for "CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project," so staff can bring a proposed agreement back for the Board's consideration at a future meeting. (Project No. 66066) Meeting Date: 05/23/2023 Prepared by: Title: — Transportation Engineering Name: Ragaey Girgis 04/21/2023 11:15 AM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 04/21/2023 11:15 AM Approved By: Review: Procurement Services Ana Reynoso Level 1 Purchasing Gatekeeper Growth Management and Community Development Department Lisa Taylor Growth Management and Community Development Department Jeanne Marcella Department Transportation Engineering Jay Ahmad Additional Reviewer Transportation Engineering Marlene Messam Additional Reviewer Transportation Management Operations Support Tara Castillo Transportation Management Services Department Trinity Scott Procurement Services County Attorney's Office Office of Management and Budget Community & Human Services County Attorney's Office County Manager's Office Board of County Commissioners Sandra Herrera Procurement Director Review Scott Teach Level 2 Attorney Review Debra Windsor Level 3 OMB Gatekeeper Review Maggie Lopez Additional Reviewer Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Ed Finn Level 4 County Manager Review Geoffrey Willig Meeting Pending Completed 04/21/2023 1:34 PM Additional Reviewer Completed 04/21/2023 2:07 PM Transportation Management Services Completed 04/21/2023 3:28 PM Completed 04/24/2023 10:00 AM Completed 04/24/2023 3:32 PM Additional Reviewer Completed 04/24/2023 3:36 PM Transportation Completed 04/25/2023 10:41 AM Completed 04/25/2023 2:59 PM Completed 04/25/2023 4:34 PM Completed 04/26/2023 8:28 AM Completed 04/27/2023 4:57 PM Completed 04/28/2023 9:56 AM Completed 05/15/2023 5:26 PM 05/23/2023 9:00 AM Packet Pg. 338 16.B.4.a Cofer Count y Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS REQUEST FOR PROFESSIONAL SERVICES (RPS) In accordance with Florida Statute 287.055 Consultants' Competitive Negotiation Act FOR CEI SERVICES FOR STAN GOBER MEMORIAL BRIDGE REPAIR/REHABILITATION PROJECT RPS NO.: 23-8068 LEEANN CHARLES, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-4270 Leeann.Charleskcolliercountyfl.gov (Email) This proposal solicitation document is prepared in a Microsoft Word format (rev 8/16/17). Any alterations to this document made by the Consultant may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Packet Pg. 339 SOLICITATION PUBLIC NOTICE 16.B.4.a REQUEST FOR PROFESSIONAL SERVICES (RPS) NUMBER: 23-8068 PROJECT TITLE: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project PRE -PROPOSAL CONFERENCE: N/A RPS OPENING DAY/DATE/TIME: January 12, 2023 at 3:OOPM PLACE OF RPS OPENING: Procurement Services Division 3295 Tamiami Trail East, Bldg. C-2 Naples, FL 34112 All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System hLtps://www.bidsync.com/bidsync-cas INTRODUCTION As requested by the Transportation Engineering Division (hereinafter, the "Division"), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, "County") has issued this Request for Professional Services (hereinafter, "RPS") with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions, and specifications stated or attached. The Consultant, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. Construction Engineering and Inspection (CEI) services have historically been added to the construction phase of transportation projects. The County typically performs CEI services with either in-house forces or by outsourcing. CEI work involves providing oversight for the County, ensuring that the Contractor builds the project in reasonable conformity with the plans, specifications, and special provisions for the Construction Contract. The CEI firm is the liaison between the County and the Contractor to observe the Contractor's work to determine the progress and quality of the work. The CEI Consultant identifies discrepancies, reports significant discrepancies to the County, and directs the Contractor to correct such observed discrepancies. Historically, County departments have spent approximately 10% to 12% of the total construction contract for CEI services; however, this may not be indicative of future buying patterns. BACKGROUND CEI services are required for the bridge repair/rehabilitation (Bridge No. 030184) at San Marco Rd. (CR-92) over Marco Channel. The services include, but are not limited to, administering the Construction Contract, providing inspections, monitoring, and material sampling and testing. In addition, the services shall include monitoring off -site activities and fabrication of structural elements as needed. Monitoring and inspecting the Contractor's Work Zone Traffic Plan and reviewing modifications to the Work Zone Traffic Control Plan, in accordance with the Florida Department of Transportation (FDOT) procedures. Determining acceptability of all material and completed work items on the basis of either test results or by verification of a certification. TERM OF CONTRACT County reserves the right to modify this scope during negotiations for budgetary reasons. The contract term, if an award is made, will commence on the date of the Notice to Proceed and end upon acceptance and approval of the final payment. Prices shall remain firm for the term of the awarded contract. Surcharges will not be accepted in conjunction with this award, and such charges should be incorporated into the pricing structure. DETAILED SCOPE OF WORK 1.0 PURPOSE This scope of services describes and defines the Construction Engineering and Inspection (CEI) services which are required for contract administration, inspection, and materials sampling and testing for the construction projects listed below. c 0 0 co 0 m 0 0 M N C d B z U M a Packet Pg. 340 2.0 SCOPE 16.B.4.a 3.0 4.0 Provide services as defined in this Scope of Services, the referenced Florida Department of Transportation (FDOT) manuals, and procedures. The project for which the services are required is: County Project IDs: 66066.2 Description: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project (Bridge No. 030184) County: Collier Exercise independent professional judgment in performing obligations and responsibilities under this Agreement. Pursuant to Section 4.1.4 of the Construction Project Administration Manual (CPAM), the authority of the Consultant's lead person, such as the Senior Project Engineer, and the Consultant's Project Administrator shall be identical to the Division's Project Manager and Construction Manager respectively and shall be interpreted as such. Services provided by the Consultant shall comply with FDOT's manuals, procedures, and memorandums. Such FDOT manuals, procedures, and memorandums are found on the State Construction Office's website. On a single Construction Contract, it is a conflict of interest for a professional firm to receive compensation from both the COUNTY and the Contractor either directly or indirectly. LENGTH OF SERVICE The services for the Construction Contract shall begin upon written notification to proceed by the Division. The Division shall track the execution of the Construction Contract such that the Consultant is given timely authorization to begin work. While no personnel shall be assigned until written notification by the Division has been issued, the Consultant shall be ready to assign personnel within two weeks of notification. For the duration of the project, coordinate closely with the Division and Contractor to minimize rescheduling of Consultant activities due to construction delays or changes in the scheduling of Contractor activities. For estimating purposes, the Consultant will be allowed an accumulation of thirty (30) calendar days to perform preliminary administrative services prior to the issuance of the Contractor's notice to proceed on the first project and thirty (30) calendar days to demobilize after the final acceptance of the Construction Contract. The anticipated letting schedules and construction times for the projects are tabulated below: Construction Contract Estimate 0 00 Financial Letting Date Start Date Duration M N Project ID (Mo/Day/Yr) (Mo/Day/Yr) (Days) Q Cn 66066.2 TBD TBD 750 a CD N DEFINITIONS Cn LO N A. Agreement: The Professional Services Agreement between the COUNTY and the Consultant setting forth the r- obligations of the parties thereto, including but not limited to the performance of the work, furnishing of services, C and the basis of payment. B. Design Build Firm: The individual, firm, or company contracting with the COUNTY for the design and 'o construction performance of work. Cn C. Construction Contract: The written agreement between the COUNTY and the Contractor setting forth the 00 o obligations of the parties thereto, including but not limited to the performance of the work, furnishing of labor and M materials, and the basis of payment. N D. Construction Project Manager: The Division employee assigned to manage the Construction Engineering and Inspection Contract and represent the Division during the performance of the services covered under this E Agreement. E. Construction Training/Qualification Program (CTQP): The FDOT program for training and qualifying technicians Q in Aggregates, Asphalt, Concrete, Earthwork, and Final Estimates Administration. Program information is available at CTQP website. F. Consultant: The Consulting firm under contract to the COUNTY for the administration of Construction Engineering and Inspection services. G. CEI Project Administrator/Project En ig neer: The employee assigned by the Consultant to be in charge of providing Construction Contract administration services for one or more Construction Projects. H. CEI Senior Project Engineer: The Engineer assigned by the Consultant to be in charge of providing Construction Contract administration for one or more Construction Projects. This person may supervise other Consultant Packet Pg. 341 5.0 6.0 16.B.4.a employees and act as the lead Engineer for the Consultant. I. Procurement Contract Manager: The administrative Contract manager at the County's Procurement Office. J. Division's Construction Manager: The Division employee assigned to administer the Construction, and the Consultant Construction Engineering and Inspection (CCEI) Contracts in the Transportation Engineering Division. K. County's Director of Transportation Engineering: The Director of Construction, Engineering, and Traffic Operations. L. County's Procurement Director: The Director of the Procurement Services Division. M. County Manager: The Chief Executive Officer appointed by the Board of County Commissioners. N. Engineer of Record: The Engineer noted on the Construction plans as the responsible person for the design and - preparation of the plans. O. Community Liaison Officer: The Growth Management Department's employee assigned to manage the Public d Information Issues. .a P. Project Manager: The Engineer or employee assigned by the County to administer Construction Contracts for the o0 Division. ITEMS TO BE FURNISHED BY THE DIVISION TO THE CONSULTANT G E A. The Division, on an as -needed basis, will furnish the following Construction Contract documents for each project. a These documents may be provided in electronic format only. 1. Construction Plans, in Adobe PDF and reproducible in size I I" X 17" prints. C 2. CADD Files will be provided upon request. 3. Specification Package, in Adobe PDF and reproducible in size 8.5" X I V prints. The native file in Microsoft r y Word if requested. a) 4. Copy of the Executed Construction Contract, in Adobe PDF and reproducible in size 8.5" X I I" prints. co 5. Utility Agency's Agreements and Work schedules (if applicable). w 6. Environmental Permits, in Adobe PDF. V 00 ITEMS FURNISHED BY THE CONSULTANT W 00 6.1 FDOT Documents: M N Q All applicable FDOT documents referenced herein shall be a condition of this Agreement. All FDOT documents, a directives, procedures, and standard forms are available through the FDOT's Internet website. Most items can be purchased through the following address. All others can be acquired through the District Office or on-line at the N FDOT's website. Cn LO N Florida Division of Transportation Maps and Publication Sales 605 Suwannee Street, MS 12 Tallahassee, Florida 32399-0450 Telephone No. (850) 4144050 Cn http://www.fdot.gov/construction/ m 6.2 Office Automation: 0 O0 M Provide all software and hardware necessary to efficiently and effectively carry out the responsibilities under this N Agreement. E Provide each inspection staff with a laptop computer (or tablet) running software needed for project scheduling, documentation, and control (such as, Site Manager application through Citrix, Primavera/Sidetrack, Claim Digger, etc.) connection using a mobile broadband connection at the jobsite. Q All computer coding shall be input by Consultant personnel using equipment furnished by them. (a) Communication Technology: All informational, contractual, and other business required for this project will be tailored to the needs of the project and to facilitate communication. At times a paperless electronic system may be necessary such as emails, portals, or web site, and at other times hard copies will be expected and accepted. Ownership and possession of computer equipment and related software, which is provided by the Consultant, shall always remain with the Consultant. The Consultant shall retain responsibility for the risk of loss or damage to said equipment during the performance of this Agreement. Field office equipment should always b Packet Pg. 342 7.0 8.0 operational. Current technical specifications for office automation can be viewed at: http://www.fdot. gov/Construction/Desi,gnBuild/ConsultantCEI/OfficeAutomation.shtm 6.3 Field Office: The County may require a satellite office for this project. The Consultant shall be reimbursed for allowed expenses associated with this satellite office. The office must have at a minimum the following items to support the project: • Office space within the desired radius of the project for the duration of the project. • Office telephone Cl • Copier rental/lease Q. • Broadband internet access d Consultant shall list this fixed monthly cost as a line item of the cost proposal titled "Field Office expenses," and d 2 shall also be listed as such on invoices submitted to the County for payment. m 6.4 Vehicles: Vehicles will be equipped with appropriate safety equipment and must be able to effectively carry out the O E requirements of this Agreement. Vehicles shall have the name and phone number of the consulting firm visibly M displayed on both sides of the vehicle. 6.5 Field Equipment: (0 Supply survey, inspection, and testing equipment essential to perform services under this Agreement; such r- M equipment includes non -consumable and non -expendable items. co Hard hats shall have the name of the consulting fine visibly displayed. a) Equipment described herein and expendable materials under this Agreement will remain the property of the Consultant and shall be removed at the completion of the work. co Handling of nuclear density gauges shall be in compliance with their license. V Retain responsibility for risk of loss or damage to said equipment during the performance of this Agreement. Field 0 c office equipment shall always be maintained and in operational condition. 00 6.6 Licensing for Equipment Operations: M N Q Obtain proper licenses for equipment and personnel operating equipment when licenses are requircd. The license a and supporting documents shall be available for verification by the Division, upon request. CD Radioactive Materials License for use of Surface Moisture Density Gauges shall be obtained through the State of N [n Florida Department of Health. LIAISON RESPONSIBILITY OF THE CONSULTANT o For the duration of the Agreement, keep the Division's Construction Project Manager in Responsible Charge informed of F° all significant activities, decisions, correspondence, reports, and other communications related to its responsibilities under 2 this Agreement. 6 y Facilitate communications between all parties (i.e., architectural, mechanical, materials, landscaping, local agencies, etc.) 0 m 0 ensuring responses and resolutions are provided in a timely manner. Maintain accurate records to document the O° communication process. N Inform the designated Division project personnel of any design defects, reported by the Contractor or observed by the d Consultant. B Submit all administrative items relating to Invoice Approval, Personnel Approval, User IDs, Time Extensions, and z L Supplemental Amendments to the Construction Project Manager for review and approval. Q PERFORMANCE OF THE CONSULTANT During the term of this Agreement and all Supplemental Amendments thereof, the Division will review various phases of Consultant operations, such as construction inspection, materials sampling and testing, and administrative activities, to determine compliance with this Agreement. Cooperate and assist Division representatives in conducting the reviews. If deficiencies are indicated, remedial action shall be implemented immediately. Division recommendations and Consultant responses/actions are to be properly documented by the Consultant. No additional compensation shall be allowed for remedial action taken by the Consultant to correct deficiencies. Remedial actions and required response times may include but are not necessarily limited to the following: Packet Pg. 343 9.0 16.B.4.a A. Further subdivide assigned inspection responsibilities, reassign inspection personnel, or assign ad inspection personnel, within one week of notification. B. Immediately replace personnel whose performance has been determined by the Consultant and/or the Division to be inadequate. C. Immediately increase the frequency of monitoring and inspection activities in phases of work that are the Consultant's responsibility. D. Increase the scope and frequency of training of the Consultant personnel. REQUIREMENTS OF THE CONSULTANT 9.1 General: .-. L It shall be the responsibility of the Consultant to administer, monitor, and inspect the Construction Contract such d that the project is constructed in reasonable conformity with the plans, specifications, and special provisions for the W Construction Contract. m 0 Observe the Contractor's work to determine the progress and quality of work. Identify discrepancies, report 13 m significant discrepancies to the Division, and direct the Contractor to correct such observed discrepancies. 20 Consult with the Construction Project Manager as necessary and direct all issues, which exceed delegated authority p to the Construction Project Manager for Division action or direction. m Inform the designated Division project personnel of any significant omissions, substitutions, defects, and deficiencies noted in the work of the Contractor and the corrective action that has been directed to be performed by the Contractor. C 9.2 Survey Control: M M Check or establish the survey control baseline(s) along with sufficient baseline control points and benchmarks at r co appropriate intervals along the project in order to: (1) make and record measurements necessary to calculate and 4) document quantities for pay items, (2) make and record pre -construction and final cross-section surveys of the project site in those areas where earthwork may exist (i.e., embankment, excavation, subsoil excavation, etc.) is co part of the construction project, and (3) perform incidental engineering surveys. w 9.3 On -site Inspection: V 00 Monitor the Contractor's on -site construction activities and inspect materials entering into the work in accordance with the plans, specifications, and special provisions for the Construction Contract to determine that the projects are constructed in reasonable conformity with such documents. Maintain detailed accurate records of the Contractor's daily operations and of significant events that affect the work. The Consultant shall have personnel qualified by the FDOT who can monitor off -site activities and fabrication unless otherwise stipulated by this Agreement. Perform underwater bridge construction inspections of bridges with permanently submerged structural members in N compliance with CPAM Section 10.6, Underwater Bridge Construction Inspection. Monitor and inspect Contractor's Work Zone Traffic Control Plan and review modifications to the Work Zone '2 Traffic Control Plan, including Alternate Work Zone Traffic Control Plan, in accordance with the FDOT's procedures. Consultant employees performing such services shall be qualified in accordance with the FDOT's o procedures. vn 00 9.4 Sampling and Testing: W 0 w Perform sampling and testing of component materials and completed work in accordance with the Construction N Contract documents. The minimum sampling frequencies set out in the FDOT's Materials Sampling, Testing and Reporting Guide shall be met. In complying with the aforementioned guide, provide daily surveillance of the Contractor's Quality Control activities and perform the sampling and testing of materials and completed work items B for verification and acceptance. c� The Consultant shall also perform inspection and sampling of materials and components at locations remote from Q the project site and testing of materials normally done in a laboratory remote from the project site. Determine the acceptability of all materials and completed work items based on either test results or verification of a certification, certified mill analysis, DOT label, DOT stamp, etc. The Division will monitor the effectiveness of the Consultant's testing procedures through observation and independent assurance testing. Sampling, testing and laboratory methods shall be as required by the FDOT's Standard Specifications, Supplemental Specifications. Documentation reports on sampling and testing performed by the Consultant shall be submitted Packet Pg. 344 week that the construction work is done. Transport samples to be tested to the appropriate laboratory that meets the FDOT standards. 16.B.4.a 9.5 Supply CTQP (Construction Training Qualification Program) qualified technicians for concrete inspection. Supply CTQP-qualified Asphalt Paving and Plant Technicians for asphalt inspection. Supply CTQP-qualified Earthwork Construction Inspection Technicians for embankment, pipe backfill, subgrade, base, and asphalt inspection as needed. Engineering Services: Coordinate the Construction Contract administration activities of all parties other than the Contractor involved in completing the construction project. Notwithstanding the above, the Consultant is not liable to the Division for the failure of such parties to follow the written direction issued by the Consultant. Services shall include maintaining the required level of surveillance of Contractor activities, interpreting plans, specifications, and special provisions for the Construction Contract. Maintain complete, accurate records of all activities and events relating to the project and properly document all project changes. The following services shall be performed: (1) Attend a pre -service meeting for the Agreement within ten (10) business days after the notice -to -proceed. Provide appropriate staff to attend and participate in the pre -service meeting. At the time of this meeting, the Consultant shall submit "Action Request" packages for Personnel Approval for immediate staff needs and a copy/computer file of the final negotiated staffing. The Consultant shall record a complete and concise record of the proceedings of the meeting and distribute copies of these minutes to the participants and other interested parties within seven (7) days of the meeting date. (2) Prepare and submit to the Construction Project Manager for approval, within thirty (30) days after the pre - service meeting, a copy of the project -specific Consultant Contract administration documents listed below (Adobe PDF file format is acceptable). In addition, the Consultant Contract administration documents, which shall be routinely used by the Consultant throughout the project, shall be in the format and content approved by the Construction Management Office. i. Action Request Form ii. Contract Status Report, or other approved fund tracking report iii. CEI Consultant Firm estimated staffing (completed in accordance with the original Consultant Contract Agreement) iv. CEI Consultant Data (3) Schedule, attend and conduct a Pre -construction Conference in accordance with Article 8-3.5 of the FDOT Standard Specification for Road and Bridge Construction. The purpose of this meeting is to discuss the required documentation, including as-builts, necessary for permit(s) compliance. Record significant information revealed and decisions made at this conference and distribute copies of the minutes to the appropriate parties. The meeting shall also be electronically recorded, and the Consultant shall maintain all tapes of the meeting for the duration of the contract. (4) Verify that the Contractor is conducting inspections, preparing reports, and monitoring all stormwater pollution prevention measures associated with the project. For each project that requires the use of the NPDES General Permit, provide at least one inspector who has successfully completed the "Florida Stormwater, Erosion, and Sedimentation Control Training and Certification Program for Inspectors and Contractors". The Consultant's inspector will be familiar with the requirements set forth in the FEDERAL REGISTER, Vol. 57, No. 187, Friday, September 5, 1992, pages 4412 to 4435 "Final NPDES General Permits for Storm Water Discharges from Construction Sites" and the Division's guidelines. (5) Analyze the Contractor's schedule(s) (i.e., baseline(s), revised baseline(s), updates, as -built, etc.) for compliance with the contract documents. Elements including, but not limited to, completeness, logic, durations, activity, flow, milestone dates, concurrency, resource allotment, and delays will be reviewed. Verify the schedule conforms with the construction phasing and MOT sequences, including all contract modifications. Provide a written review of the schedule using Microsoft Project to identify significant omissions, improbable or unreasonable activity durations, errors in logic, and any other concerns as detailed in CPAM. (6) Analyze problems that arise on a project and proposals submitted by the Contractor; work to resolve such issues and process the necessary paperwork. c 0 0 co 0 to 0 a� M N +.i c d B z U M a (7) Monitor, inspect, and document utility relocation self -performed by the Contractor, as needed, for conformance with Utility Agency's Standards and the Utility Agency's Approved Materials List. Document utility construction progress to be performed by Utility Agencies. Facilitate coordination and communication between Utility Agency's representatives, Division's staff, and Contractors executing the Packet Pg. 345 work. Identify potential utility conflicts and assist in the resolution of utility issues including Co16.B.4.a Privately -owned facilities. (8) Produce reports, verify quantity calculations, and field measures for payment purposes as needed to prevent delays in Contractor operations and to facilitate prompt processing of such information for the County to make timely payment to the Contractor. (9) Prepare and make presentations for meetings and hearings before the Board of County Commssioners, Dispute Review Boards, or any other necessary Stakeholder meetings in connection with the project covered by this Agreement. (10) Provide Commuiity Outreach Services and be proactive in keeping the community aware of the status and traffic impacts of the referenced project. With approval from the Division's designee, prepare and disseminate information to the public, elected officials, and the media of any upcoming events, which will affect traffic flow. Produce and distribute all publications (letters, flyers, brochures, and news releases) necessary for this contract. Prior to release, the Division's designee will approve all responses, letters, news releases, and the like. Provide timely, professional responses to project inquiries including emails, telephone calls, etc. Coordinate public information meetings, open houses, and community meetings as directed by the Division's representatives. (11) Prepare and submit to the Construction Project Manager monthly, a Construction Status Report, in a format to be approved by the Division. (12) Videotape the pre -construction conditions throughout the project limits. Provide a digital photo log or video of project activities, with a heavy emphasis on potential claim items/issues and on areas of real/potential public controversy. (13) Provide a digital camera for photographic documentation of the pre -construction state and of noteworthy incidents or events during construction. These photographs will be filed and maintained on the Consultant's computer using a digital photo management system. Photographs shall be taken the day prior to the start of construction and continue as needed throughout the project. Photographs shall be taken on the days of Substantial, Partial, and Final Acceptance. Provide visual documentation of the Project through the periodic collection of a set of panoramic digital 00 photographs at predetermined stations throughout the project. Photographic locations should be located w at intervals such that the digital photographs collectively portray most of the visible surfaces on the Project. N The digital photographs should be taken with a frequency designed to reveal changes in the progress of Q the Project, which can be compared to other project data including daily reports of construction and a scheduling updates. Photographic data files comprising each digital photograph are to be supplied together with an HTML (web page) based access and display system for viewing the photographs. Original N photographic data files are to be supplied for archival purposes and comprise photographic data identical C') in form and content to that produced by the digital camera used to capture the image. Working photographic data files are to be supplied for everyday reference purposes and comprise copies of each o original photographic data file, which have been processed to a reduced pixel and color resolution (size and clarity) for distribution via CD-ROM and the Internet. The access and display system should be comprised of a series of HTML files (web pages) that allow a user to view each photographic data file at •2 random, and in a sequence, which simulates the visual experience of a viewer moving through the actual y Project from one photographic station to the next. The original photographic data files, working m photographic data files, and access and display system are to be distributed on CD ROM and portable hard 0 disk media. The working photographic data files and the access and display system should also be M maintained on a server accessible via the Internet. cm 10.0 PERSONNEL d B 10.1 General Requirements: c� Provide prequalified/competent personnel necessary to efficiently and effectively carry out its responsibilities under Q this Agreement. The County's Project Administrator/Manager shall be responsible for verifying and maintaining copies of all required licenses, certifications, and qualifications requested from the Consultant throughout the term of the contract. Unless otherwise agreed to by the Division, the Division will not compensate straight overtime or premium overtime for the positions of Senior Project Engineer, Project Administrator/Project Engineer, Contract Support Specialist, and Assistant or Associate to any of these positions. 10.2 Personnel Qualifications: Packet Pg. 346 Provide competent personnel qualified by experience and education. Submit to the Construction Project 16.B.4.a the names of personnel proposed for assignment to the project, including a detailed resume for each containing at a minimum: salary, education, and experience. The Consultant Action Request form for personnel approval shall be submitted to the Construction Project Manager at least two weeks prior to the date an individual is to report to work. Personnel identified in the Consultant technical proposal are to be assigned as proposed and are committed to performing services under this Agreement. Personnel changes will require written approval from the Division. Staff that has been removed shall be replaced by the Consultant within one week of Division notification. Before the project begins, all project staff shall have a working knowledge of the current CPAM and must possess all the necessary qualifications/certifications for fulfilling the duties of the position they hold. Cross -training of the Consultant's project staff is highly recommended to achieve a knowledgeable and versatile project inspection team but shall not be at any additional cost to the Division and should occur as workload permits. Visit the training page on the FDOT Construction Office website for training dates. Minimum qualifications for the Consultant personnel are set forth as follows. Exceptions to these minimum qualifications will be considered on an individual basis. However, a Project Administrator working under the supervision and direction of a Senior Project Engineer or an Inspector working under the supervision and direction of a Senior Inspector shall have six months from the date of hire to obtain the necessary qualifications/certifications provided all other requirements for such positions are met and the Consultant submits a training plan detailing when such qualifications/certifications and other training relative to the Division's procedures, Specifications and Standard Plans will be obtained. The Division Construction Engineer or designee will have the final approval authority on such exceptions. CEI SENIOR PROJECT ENGINEER - A Civil Engineering degree and registered in the State of Florida as a Professional Engineer (or if registered in another state, the ability to obtain registration in the State of Florida within six months) and six (6) years of engineering experience [(two (2) years of which are in major road or bridge construction)] or [(five (5) of which are in major bridge construction) - for Complex Bridge Projects with the exception of PTS projects which require two (2) years of major bridge construction], or for non-degreed personnel the aforementioned registration and ten (10) years of engineering experience (two (2) years of which are in major road or bridge construction). Qualifications include the ability to communicate effectively in English (verbally and in writing); direct highly complex and specialized construction engineering administration and inspection program; plans and organizes the work of subordinate and staff members; develops and/or reviews policies, methods, practices, and procedures; and reviews programs for conformance with FDOT standards. Also, must have the following: QUALIFICATIONS: Attend the CTQP Quality Control Manager course and pass the examination. CERTIFICATIONS: FDOT Advanced MOT OTHER: Complete the Critical Structures Construction Issues, Self -Study Course, and submit the mandatory Certification of Course Completion form (for structures projects) A Master's Degree in Engineering may be substituted for one (1) year of engineering experience. CEI PROJECT ADMINISTRATOR/PROJECT ENGINEER - A Civil Engineering degree plus two (2) years of engineering experience in the construction of major road or bridge structures, or for non-degreed personnel eight (8) years of responsible and related engineering experience, two (2) years of which involved the construction of major road or bridge structures with the exception of Complex Category 2 (CC2) bridge structures. As an exception, only one (1) year of PTS bridge experience will be required for registered project administrators and two (2) years of PTS bridge experience for non -registered project administrators. Post -tensioning experience is not required for precast prestressed concrete flat slab superstructures, but successful completion of an FDOT- accredited grouting and post -tensioning course is required. To be in primary control, a Project Administrator must have supervised two or more inspectors as well as two or more support staff (Office Manager, Resident Compliance Specialist, and Secretary) and must have been directly responsible for all CEI services assigned. CPTS years of experience must have included a minimum of twelve (12) months experience in each of the following areas: (1) casting yard operations and related surveying; (2) segment erection and related surveying, post -tensioning (PT) of tendons and grouting of prestressing steel. CPTCB's years of experience must include monitoring of the following: girder erection, safe use of girder erection cranes, stabilization of girders after erection, false work for temporary girder support, and PT and c 0 .2 0 Cn 0 m 0 ao M N c d E z U M a grouting operations. Packet Pg. 347 PTS years of experience must include monitoring of the following: installation of PT ducts and 16.B.4.a hardware and post -tensioning and grouting of strands or be the level of experience that meets the criteria for CPTS or CPTCB bridges. MB years of experience must have been in MB mechanical and/or electrical construction. Receives general instructions regarding assignments and is expected to exercise initiative and independent judgment in the solution of work problems. Directs and assigns specific tasks to inspectors and assists in all phases of the construction project. Will be responsible for the progress and final estimates throughout the construction project duration. Must have the following: QUALIFICATIONS: CTQP Final Estimates Level II CERTIFICATIONS: FDOT Advanced MOT OTHER: Attend CTQP Quality Control Manager Course and pass the examination. Complete the Critical Structures Construction Issues, Self -Study Course, and submit the mandatory Certification of Course Completion form (for structures projects) A Master's Degree in Engineering may be substituted for one (1) year of engineering experience CEI ASSISTANT PROJECT ADMINISTRATOR/PROJECT ENGINEER — A Civil Engineering degree plus one (1) year of engineering experience in the construction of major road or bridge structures, or for non-degreed personnel six (6) years of responsible and related engineering experience, two (2) years of which involved the construction of major road or bridge structures with the exception of Complex Category 2 (CC2) bridge structures. QUALIFICATIONS: CTQP Final Estimates Level II CERTIFICATIONS: FDOT Intermediate MOT CEI CONTRACT SUPPORT SPECIALIST - A High School diploma or equivalent and four (4) years of road & bridge construction engineering inspection (CEI) experience having performed/assisted in project -related duties (i.e., Materials Acceptance and Certification (MAC) System, progress and final estimates, EEO compliance, processing Construction Contract changes, etc.) or a Civil Engineering Degree. Should exercise independent judgment in planning work details and making technical decisions related to the office aspects of the project. Should be familiar with the FDOT's Procedures covering the project -related duties as stated above and be proficient in the computer programs necessary to perform these duties. Shall become proficient in Trimble Business Center - Heavy Construction Edition (HCE) or approved surface-to-surface comparison software and Engineering Menu. QUALIFICATIONS: CTQP Final Estimates Level II CEI ASSOCIATE CONTRACT SUPPORT SPECIALIST - High school graduate or equivalent plus three (3) years of secretarial and/or clerical experience including two (2) years of experience in construction office management having performed project -related duties (i.e., Materials Acceptance and Certification (MAC) System, progress and final estimates, EEO compliance, processing Construction Contract changes, etc.). Experienced in the use of standard word processing software. Should exercise independent initiative to help relieve the supervisor of clerical detail. Assists the Project Administrator in office -related duties (i.e., CQR, progress, and final estimates, EEO compliance, Processing Construction Contract changes, etc.). Project -specific work under the general supervision of the Senior Project Engineer and staff. QUALIFICATIONS: CTQP Final Estimates Level I CEI SENIOR INSPECTOR/SENIOR ENGINEER INTERN — High school graduate or equivalent plus four (4) years of experience in construction inspection, two (2) years of which shall have been in bridge and/or roadway construction inspection with the exception of Complex Category 2 (CC2) bridge structures or a Civil Engineering degree and one (1) year of road & bridge CEI experience with the ability to earn additional required qualifications within one year. (Note: Senior Engineer Intern classification requires one (1) year experience as an Engineer Intern.) c 0 .o Cn ao m 0 00 M N c a) B z U cc a To be in primary control, a Senior Inspector must have supervised two or more inspectors and must have been directly responsible for all inspection requirements related to the construction operations assigned. Packet Pg. 348 CPTS years of experience must have included a minimum of twelve (12) months of inspection exper 16.B.4.a one or both of the following depending on which area the inspector is being approved for: (1) casting yard inspection; (2) erection inspection. In addition, two (2) years of geometry -control surveying experience is required for inspectors that perform or monitor geometry -control surveying in a casting yard. CPTCB's years of experience must include monitoring and inspection of the following: girder erection, safe use of girder erection cranes, girder stabilization after erection, false work for temporary girder support, and PT and grouting operations. PTS years of experience must include monitoring of the following: installation of PT ducts and related hardware and post -tensioning and grouting of strands or be the level of experience that meets the criteria for CPTS or CPTCB bridges. MB years of experience must have included the inspection of MB mechanical components for machinery inspectors and MB electrical components/systems for electrical inspectors. Must have the following as required by the scope of work for the project: QUALIFICATIONS: • CTQP Concrete Field Technician Level I • CTQP Concrete Field Inspector Level II (Bridges) • CTQP Asphalt Roadway Level I • CTQP Asphalt Roadway Level II • CTQP Earthwork Construction Inspection Level I • CTQP Earthwork Construction Inspection Level II • CTQP Pile Driving Inspection • CTQP Drilled Shaft Inspection (required for inspection of all drilled shafts including miscellaneous structures such as sign structures, lighting structures, and traffic signal structures) • CTQP Grouting Technician Level I • CTQP Post -Tensioning Technician Level I • IMSA Traffic Signal Inspector Level I • CTQP Final Estimates Level I CERTIFICATIONS: • FDOT Intermediate MOT • Nuclear Radiation Safety IMSA Traffic Signal Inspector Level I OTHER: Complete the Critical Structures Construction Issues, Self -Study Course, and submit the mandatory Certification of Course Completion form (for structures projects) Responsible for performing highly complex technical assignments in field surveying and construction layout, making, and checking engineering computations, inspecting construction work, and conducting field tests and is responsible for coordinating and managing the lower -level inspectors. Work is performed under the general supervision of the Project Administrator. CEI INSPECTOR/ENGINEER INTERN - High school graduate or equivalent plus two (2) years of experience in construction inspection, one (1) year of which shall have been in bridge and/or roadway construction inspection, or an Engineer Intern with a Civil Engineering degree (requires certificate) having the ability to earn the required qualifications and certifications within one year, plus demonstrated knowledge in the following: Must have the following as required by the scope of work of the project: QUALIFICATIONS: • CTQP Concrete Field Inspector Level I • CTQP Asphalt Roadway Level I • CTQP Earthwork Construction Inspection Level I • CTQP Pile Driving Inspection • CTQP Drilled Shaft Inspection (required for inspection of all drilled shafts including miscellaneous structures such as sign structures, lighting structures, and traffic signal structures) • IMSA Traffic Signal Inspector Level I • CTQP Final Estimates Level I c 0 0 Cn 00 m 0 ao M N �.i c d B z U W a CERTIFICATIONS: • FDOT Intermediate MOT Packet Pg. 349 Nuclear Radiation Safety 16.B.4.a IMSA Traffic Signal Inspector Level I Florida Stormwater, Erosion, and Sedimentation Inspectors and Contractors OTHER: Control Training and Certification Program for Complete the Critical Structures Construction Issues, Self -Study Course, and submit the mandatory Certification of Course Completion form (for structures projects) Responsible for performing assignments in assisting Senior Inspector in the performance of their duties. Receive general supervision from the Senior Inspector who reviews work while in progress. CEI ASPHALT PLANT INSPECTOR- High School Graduate or equivalent plus one (1) year experience in the surveillance and inspection of hot mix asphalt plant operations or 80 hours working under an approved and qualified asphalt plant inspector at the asphalt plant and have the following: OUALIFICATIONS: • CTQP Asphalt Plant Level I • CTQP Asphalt Plant Level II CEI INSPECTORS AIDE - High School graduate or equivalent and able to perform basic mathematical calculations and follow simple technical instructions. Duties are to assist higher -level inspectors. Must obtain FDOT Intermediate MOT within the first six months of the assignment. CEI SURVEY PARTY CHIEF - High School graduate plus four years of experience in construction surveying (including two (2) years as Party Chief). Experienced in field engineering and construction layout, making and checking survey computations, and supervising a survey party. Work is performed under the general supervision of the Project Administrator. CEI INSTRUMENT PERSON - High school graduate plus three (3) years of experience in construction surveying one (1) year of which shall have been as instrument -man. Responsible for performing assignments in assisting Party Chief in the performance of their duties. Receives general supervision from Party Chief who reviews work while in progress. CEI ROD-PERSON/CHAIN PERSON - High school graduate with some survey experience or training preferred. Receives supervision from and assists Party Chief who reviews work while in progress. CEI SECRETARY/CLERK TYPIST- High school graduate or equivalent plus two (2) years of secretarial and/or clerical experience. Ability to type at a rate of 35 correct words per minute. Experienced in the use of standard word processing software. Should exercise independent initiative to help relieve the supervisor of clerical detail. Work under the general supervision of the Senior Project Engineer and staff. 10.3 Staffing: Once authorized, the Consultant shall establish and maintain appropriate staffing throughout the duration of construction and completion of the final estimate. Responsible personnel, thoroughly familiar with all aspects of construction and final measurements of the various pay items, shall be available to resolve disputed final pay quantities until the Division has received a regular acceptance letter. Construction engineering and inspection forces will be required of the Consultant while the Contractor is working. If Contractor operations are substantially reduced or suspended, the Consultant will reduce its staff appropriately. If the suspension of Contractor operations requires the removal of Consultant forces from the project, the Consultant will be allowed ten (10) days maximum to demobilize, relocate, or terminate such forces. 11.0 QUALITY ASSURANCE (OA) PROGRAM 11.1 Quality Assurance Plan: Within thirty (30) days after receiving award of an Agreement, furnish a QA Plan to the Construction Project Manager. The QA Plan shall detail the procedures, evaluation criteria, and instructions of the Consultant's organization for providing services pursuant to this Agreement. Unless specifically waived, no payment shall be made until the Division approves the Consultant QA Plan. Significant changes to the work requirements may require the Consultant to revise the QA Plan. It shall be the responsibility of the Consultant to keep the plan current with the work requirements. The Plan shall include, but not be limited to, the following areas: A. Organization: a 0 0 0 Cn 00 m 0 ao M N �.i c d B z U M a A description is required of the Consultant QA Organization and its functional relationship to the part of the organization performing the work under the Agreement. The authority, responsibiliti Packet Pg. 350 of the QA organization shall be detailed as well as the names and qualifications of personnel in th 16.B.4.a control organization. B. Quality Assurance Reviews: Detail the methods used to monitor and achicvc organization compliance with Agreement requirements for services and products. C. Quality Assurance Records: Outline the types of records which will be generated and maintained during the execution of the QA program. D. Control of Subconsultants and Vendors: Detail the methods used to control subconsultant and vendor quality. E. Quality Assurance Certification: An officer of the Consultant firm shall certify that the inspection and documentation was done in accordance with FDOT specifications, plans, standard indexes, and FDOT procedures. 11.2 Quality Assurance Reviews: Conduct semi-annual Quality Assurance Reviews to ensure compliance with the requirements of the Agreement. Quality Assurance Reviews shall be conducted to evaluate the adequacy of materials, processes, documentation, procedures, training, guidance, and staffing included in the execution of this Agreement. Quality Assurance Reviews shall also be developed and performed to achieve compliance with specific QA provisions contained in this Agreement. The semi-annual reviews shall be submitted to the Construction Project Manager in written form no later than one (1) month after the review. For this project, the CCEI shall perform an initial QA review within the first two (2) months of the start of N construction. a) U The CCEI shall perform an initial QA review on its asphalt inspection staff after the Contractor has completed ten (10) full workdays of mainline asphalt paving operations, or 25% of the asphalt pay item amount (whichever is CO less) to validate that all sampling, testing, inspection, and documentation are occurring as required of the CCEI V staff. 00 W 11.3 Quality Records: Co ao Maintain adequate records of the quality assurance actions performed by the organization (including subcontractors N and vendors) in providing services and products under this Agreement. All records shall indicate the nature and '4 number of observations made, the number and type of deficiencies found, and the corrective actions taken. All a records shall be available to the Division, upon request, during the Agreement term. All records shall be kept at the CD ' ' primary job site and shall be subject to audit review. M LO 12.0 CERTIFICATION OF FINAL ESTIMATES c 12.1 Final Estimate and As -Built Plans Submittal: o • Prepare documentation and records in compliance with the Agreement, Statewide Quality Control (QC) Z Plan, or Consultant's approved QC Plan and the FDOT's Procedures as required by CPAM. o • Submit the Final Estimate(s) and one (1) set of final "as -built plans" documenting the Contractor's work CO in accordance with CPAM. m • Revisions to the Certified Final Estimate will be made at no additional cost to the County. M 12.2 Certification: N • Consultant personnel preparing the Certified Final Estimate Package shall be CTQP Final Estimates Level aa) H. B z • Duly authorized representative of the Consultant firm will provide a notarized certification on a form U pursuant to FDOT's procedures. Q 12.3 Offer of Final Payment: • Prepare the Offer of Final Payment package as outlined in CPAM. The package shall accompany the Certified Final Estimates Package submitted to the Construction Project Manager for review. The Consultant shall be responsible for forwarding the Offer of Final Payment Package to the Contractor. RESPONSE FORMAT AND SCORING CRITERIA FOR DEVELOPMENT OF SHORTLIST: Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal Packet Pg. 351 16.B.4.a may be deemed non -responsive Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 20 Points 2. Certified Minority Business Enterprise 5 Points 3. Past Performance 25 Points 4. Project Approach, Willingness to Meet Time and Budget Requirements 20 Points 5. Location 10 Points 6. Recent, Current, and Projected Workloads of the Finn 20 Points TOTAL POSSIBLE POINTS 100 Points For a complete explanation of each evaluation criteria, please see the file titled "PIPS Instructions" included with this advertisement. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)**** Packet Pg. 352 SUBMITTEDTO: Co le-r County 5644 Tavilla Court Suite 105 Naples, FL 34110 T: 239.431.6316 www.hardestyhanover.com February 9, 2023 Leeann Charles Procurement Strategist Procurement Services Division 3295 Tamiami Trail East, Bldg C-2 Naples, Florida 34112 Re: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project (RPS No. 23-8068) Dear Ms. Charles and Selection Committee: Hardesty & Hanover (H&H) is pleased to submit our qualifications to serve as Project Engineer to provide construction engineering and inspection (CEI) services for the bridge rehabilitation of Stan Gober Memorial Bridge. Our team, which includes Volkert, Inc. for underwater inspection, is perfectly suited for this assignment for the following reasons: • Bridge Experience: Our CEI staff and designers have extensive experience administering bridge contracts and reviewing bridge plan sets. Our team has experience with coatings, integral pile jackets, arc welding, and cathodic protection, as well as concrete crack and spall repairs, which is similar in scope to the Stan Gober Bridge Rehabilitation project. Many of our staff hold NACE certifications necessary for this type of work. • Collier County Experience: H&H staff have previously performed contracts in Collier County, including the Gator Canal Bridge Replacement project. H&H currently serves as the CEI for the Golden Gate Bridge Replacement and Veterans Memorial Boulevard Extension Phase I projects. This valuable experience directly qualifies us for this project by having excellent working relationships with County design and construction staff, knowing the submittal routing process, and understanding your expectations. • Local Office: H&H has a local office that can service this project. A new office at the Napoli Center located at the intersection of Immokalee Road and 1-75. • Qualified Staff: The H&H team will be led by Fred Wiedner, who is serving in the role of Project Administrator on multiple ongoing Collier County projects. Additionally, our team offers the services of Steven Nappi, PE, well known in Collier County as a Senior Project Engineer capable of assisting with testing and inspection duties as required and Nicole Nappi who serves as Contract Support Specialist. We look forward to the opportunity to provide CEI services required under this contract. Should you have any questions, please contact Steve by telephone at 239.229.5853 or email at snappi@hardestyhanover.com. Thank you in advance for your consideration. Sincerely, Hardesty & Hanover Construction Services ichael Si/no, PE Principal Packet Pg. 354 CEI Services for Co 7eV C01414ty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Section 1: Ability of Professional Personne Section 2: Certified Minority Business Enterprise.................................................................................................................2-1 Section3 Past Performance..........................................................................................................................................................3-1 Section 4 Project Approach, Willingness to Meet Time and Budget Requirements..........................................4-1 Section5: Location.............................................................................................................................................................................5-1 Section 6: Recent, Current, and Projected Workloads of the Firm...............................................................................6-1 Section 7: Required Forms Hardesty&Hanover Packet Pg. 355 C0141 ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 1: Ability of Professional Personnel II11 I&H a II Packet Pg. 356 CEI Services _ Co ier County Stan Gober Memorial Bridge Repair/Rehabilitation Project The Hardesty & Hanover (H&H) team is prepared to provide construction engineering and inspection (CEI) services and design reviews by our renowned designers on the Stan Gober Memorial Bridge Rehabilitation project. We anticipate design reviews to commence mid-2023 and a construction start early 2024 with an approximate two-year contract duration. The timing of the project aligns well with our current workload as we anticipate completion of the County's Veterans Memorial project in April 2023 and the Golden Gate Bridge in November 2023. H&H's experience with bridges, successful Collier County project, and Naples office with local staff positions us well for this assignment. Combining the experience gained from our Collier County projects allows our team to prepare for this assignment with minimal involvement from County staff. The H&H team will hit the ground running with no learning curve. Ability of the Team H&H's commitment to deliver quality projects within budget has consistently been displayed through our efforts of staffing Collier County projects. Our team is accustomed to working with limited CEI budgets while ensuring client expectations are met. This is attributed in part by the qualifications and experience of our staff. Our proposed team for this assignment is knowledgeable in all the work areas of this project, specifically concrete crack and spall repair and concrete pile jackets. RPS No.: 23-8068 With experience in the work activities required and recent successful Collier County project experience —the H&H team is ready for this assignment. Steve Nappi, PE, is being proposed in the lead role as Senior Project Engineer (SPE). He will be responsible for overseeing the performance of our team and ensuring the successful delivery of a quality project to Collier County. Fred Wiedner will serve as the Project Administrator. Fred has significant bridge construction experience having owned a bridge construction firm and serving as Project Manager/Project Administrator on previous bridge contracts. Inspection efforts will be led by one of our qualified inspectors. It is too early to assign one at this time as work is slated for 2024 but we can assure they will meet the qualifications set forth in the RFP. Additional H&H staff possess extensive experience relevant to the work required under this rehabilitation project and can be used as resources to our local staff. Steve Nappi, PE — Senior Project Engineer Steve will be responsible for the delivery of the project and overall performance of the team assigned to this contract. He has 17 years of CEI experience in Florida working on various bridge replacement projects. His career has allowed him to work with various clients, with the majority of his most recent projects being managed by Collier County. After successfully completing the National Highway Institute's Inspection of In -Service Bridges, Steve has assisted clients in reviewing bridge inspection reports and performing inspections of bridges to offer repair procedures for cracked and spalled concrete, as well as marine revetment to combat erosion. The Sanibel Causeway and Boca Grande bridge repairs are examples of successful construction which utilized his expertise. Fred Wiedner — Project Administrator Fred has over 25 years of bridge and roadway construction and inspection experience. Most notably, as a heavy highway contractor specializing in the construction of bridges built for dozens of governmental entities, including the Missouri and Kansas Departments of Transportation; U.S. Federal Highway Administration; Kansas City and City of St Joseph, Missouri; City of Overland Park Kansas; and multiple private developers. As a general contractor he was involved in providing constructability reviews, cost estimating, and scheduling to ensure project success. His responsibilities also involved management of overall direction, completion, and financial outcome of multiple large-scale civil construction projects in Southwest Florida. These projects include new bridge work, roadway, utilities, and Collier County airport authority paving projects. Additionally, as project manager, Fred oversaw rehabilitation of the Golden Gate Bridge over the Golden Gate Main canal connecting Tropicana Boulevard to Golden Gate High School. This project included concrete spall and crack repairs utilizing methacrylate, bridge abutment coatings, and other work items similar to work Ijljl H&H 1-2 Packet Pg. 357 CEI Services _ Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 required on the Stan Gober Bridge rehabilitation project. This experience has translated well in his new role of Project Administrator at H&H, as evidenced by his success serving in this capacity on several Collier County projects. Fred is a team leader able to provide consensus among project stakeholders Brendan O'Shea, PE — Principal In Charge/Quality Control Brendan has formal training and experience in coatings and metalizing. Mr. O'Shea is a professional engineer with SSPC C-1 (ProtectivE Coatings) and C-3 (Lead Removal) certifications. He has overseen metalizing of several structures including the Delaware River Joint Toll Bridge Commission Lower Trenton Bridge. This bridge underwent abrasive blasting and metallizing of the entire superstructure floor system utilizing an 85%zinc/15% aluminum electric -arc metallizing process. Metallizing was used to provide enhanced corrosion protection vs. conventional coating systems due to frequent impact damage from flood debris travelling downstream. Mr. O'Shea has also overseen metallizing of several NY State Thruway bridges utilizing the same electric arc process and he managed metallizing of sections of the Robert F. Kennedy Bridge utilizing a zinc flame spray process. Brendan oversees several staff members with relevant experience. Brian Mendonca, PE — Metalizing & Paint Specialist Similar to Brendan, Brian has formal training and experience in coatings and metalizing and is a professional engineer with SSPC C-1 (Protective Coatings) and C-3 (Lead Removal) certifications. Brian has managed metallizing projects for NYCDOT and TBTA and is able to serve as a resource to our team. Tom Cirrinicione, PE — Metallizing & Paint Specialist H&H Resident Engineer, Tom recently completed a project which included installation of approximately 2,000 galvanic anodes at various concrete repair locations at the Verrazano Narrows Bridge. The anodes were tied to exposed rebar at the repair locations and tested for electrical conductivity prior to the placement of concrete. Rob Laurice, PE — Metallizing & Paint Specialist H&H Resident Engineer Rob served as Engineer -in -Charge for the Robert Moses Causeway over Great South Bay N/B Superstructure Steel Cleaning and Painting and Concrete Substructure Repairs. This project included the installation of approximately 6,500 galvanic anodes prior to placing concrete inside the fiberglass pile jackets. Marco Lara, PE — Cathodic Protection Working from H&H's Tampa office, Marco has 17 years of experience in the preparation of electrical design for roadway lighting plans; electrical power and control system plans; and technical specifications of bridges, toll facilities, highways, and other infrastructure projects. His responsibilities include design and specification of electrical control systems, power systems, major drive systems, lightning protection, roadway/interior lighting design, and backup power generation systems for movable bridge projects. Important to this project, Marco has provided specialty engineering design and specification of cathodic protection (CP) systems that include impressed current, sacrificial anode, impressed -current cathodic protection (ICCP) pile jackets, and galvanic pile jacket systems for movable and fixed bridges. He has performed shop drawing review of anode selection, construction methods, anode test procedures, cathodic protection quality control plans, and Cathodic Protection Specialist field testing and final reports. He is also a NACE Certified CP1 and CP2 Cathodic Protection Tester and Certified Corrosion Technician. His experience and credentials assures our team has the required resources during both the design and construction phases. Frank Altro, PE — Cathodic Protection H&H electrical engineer, Frank has extensive knowledge in cathodic protection, including field experience, gathered during his work on the 1-90 floating bridges in Seattle. Specifically, he has been involved in the testing of DC rectifiers, anode inspection, and electrical measurements for the proper implementation of cathodic protection based on site conditions; he also assisted in the preparation and review of the final field report and recommendations. Frank has received formal cathodic protection technical training at WADOT's Mercer Island bridge office in Washington State. H&H's recent experience on the Gator Canal Bridge Replacement and Veterans Memorial Design -Build contracts has given us the experience to successfully deliver this rehabilitation project. The experience gained from these two projects provide our team with the knowledge of the County's processes and procedures, allowing for minimal involvement from County staff. 11111 H&H 3 Packet Pg. 358 CEI Services _ Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Design Reviews Understanding the importance of a complete plan set meeting criteria set forth in the RFP, H&H is offering our design group to perform reviews of developing plan sets prior �' � provided plans een in to the final plans being released for bid. Our design team has successfully performed and ' findings be ' reviews on the Veterans Memorial Phase I and Golden Gate Bridge projects. Findings theproject approach'' from these reviews were shared with the County and engineer of record (EOR) and required appropriate responses from the FOR prior to closing the comments. The reviews were also performed within original budgets. Our Florida CEI and Design teams have worked together for years and have an efficient and symbiotic relationship, which will allow for productive reviews. In addition, their previous experience working together on Collier County contracts allows our team to build a synergy that is unmatched. Furthermore, their experience on concrete repairs and substructure rehabilitation will be valuable on this assignment. Utilization of Subconsultants The following subconsultants have been added to our team to provide as needed services required under this contract. Volkert, Inc., Underwater Inspection Volkert is a nationally recognized bridge safety inspection firm providing over 30,000 inspections in the past 20 years. Volkert helps to maintain the safety and structural integrity of our nation's transportation VOLKERT infrastructure through both systematic bridge inspections and emergency response efforts. Volkert partners with the Federal Highway Administration, state DOTS, and federal, state, county, and city agencies to deliver expert bridge inspection services throughout the United States in compliance with the FHWA's NBIS program. To support our safety inspection and reporting services, Volkert staff will provide underwater inspections, load ratings, scour analyses, scour counter-measure recommendations and design, and bridge repair recommendations and design. Volkert's bridge inspection unit includes more than 75 certified and credentialed staff, including professional engineers, certified bridge inspectors, and certified divers. Our clients range from local governments to state agencies to the federal government. Volkert provides a single point of contact who works as an extension of our client's staff to inspect, maintain, and preserve key structures. Our staff maintains a broad range of current certifications, including: • NHI 130055 & NHI 130053 Safety Inspection of In -Service Bridges • NHI 130078 Fracture Critical Inspection Techniques for Steel Bridges • NHI 130087 Inspection & Maintenance of Ancillary Highway Structures • NHI 130110Tunnel Safety Inspection • NHI 130091 Underwater Bridge Inspection • NHI 135046 & NHI 135047 Stream Stability & Scour at Highway Bridges • NHI 130099 Non -Destructive Evaluations • Open Water Diving • Dry -Suit Diving • Surface Supplied Shallow Water Air Diving • Commercial Diving H2R Corp (SBE), Materials Testing and Geotechnical H2R provides a wide range of geotechnical engineering and construction services to a diverse portfolio of public and private clients. H2R provides geotechnical engineering, foundation testing and inspection, m subsurface exploration and drilling, specialty construction support and verification, materials testing and kIH2R inspection services, and CEI support services throughout Florida. Complete field services and accredited tI. FL LL �� ILSl1LI! JI:IYEN. laboratory facilities are in the Tampa Bay, Fort Myers, and Ft. Lauderdale/Miami Areas. H2R is a FDOT-certified aua�[cN ur[cmrr. Small Business Enterprise. Packet Pg. 359 CEI Services for CO ter COLI.vlty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Organization Chart CO Ter COunty Specialized Resources Technical A. Henri Sinson, PE J. Webb Jones, III, PE (Roadway) "T Brian Mendonca, PE Stephan Heimburg, PE Robert Hideck, PE (TTC) Tom Cirrinicione, PE Lisa Heimburg, PE James Englert, PE (Structures) Rob Laurice, PE Marco Lara, PE Andrew Barthle, PE Frank Altro, PE 1-5 Packet Pg. 360 C0141 ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 2: Certified Minority Business Enterprise MAi IIH&H a II Packet Pg. 361 CEI Service, Co 7eV C01414ty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 H&H is not a certified minority business enterprise (MBE). However, we are proud of our history working with local MBE firms throughout Florida. Hardesty&Hanover 2-1 Packet Pg. 362 C0141 ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 3: Past Performance � I IIH&H a II Packet Pg. 363 CEI Services _ CO ICY C01414ty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Gator Canal Bridge Replacement Collier County, FL This Collier County project required the replacement of the structurally obsolete bridge spanning Gator Canal on CR 836. The construction was Project Reference phased to maintain two lane traffic as Immokalee Road was the main Owner: Collier County route to downtown Naples for the roughly 30,000 Immokalee Contact: John Conti residents. Maintaining two lanes of traffic was made difficult as the T. 239.253.0354 current bridge constructed in 1955 (widened in 1977) had many E. john.conti@colliercountyfl.gov deficiencies in the timber pile foundations as noted in FDOT bridge Role: Construction Project Manager inspection reports. Additionally, workers had to remain cognizant in CEI Completed the tight work zone and staging areas due to vehicles traveling at a 2021 high rate of speed and a high volume of truck traffic. The new bridge Construction Completed was founded on 24-inch square piles with cast -in -place (CIP) caps and 2021 a 1-foot, 6-inch CIP deck. The new bridge was constructed wider to Construction Cost accommodate 12-foot travel lanes and 10-foot shoulders. Guardrail, $1.38 million shoulder widening, milling and resurfacing, and riprap completed the Key Personnel work. Steve served as the Senior PE and was responsible for the Steven Nappi, PE, Senior Project Engineer performance of the team. His duties included claim mitigation, schedule reviews, reviewing contract documents, attending progress meetings, reviewing progress pay estimates and change orders, preparing CEI monthly invoices, and ensuring field staff had the proper training and equipment. Hardesty&Hanover 3-1 Packet Pg. 364 Co 7eY County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Hardesty&Hanover 3-2 Packet Pg. 365 C o Ter Ci0141 [ty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Continuing Services Agreement for Transportation Engineering (22-8054) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nappi, PE (Name of Individuals Requesting Reference Information) Name: John Conti (Evaluator completing reference questionnaire) Email: john.conti@colliercount' FAX: N/A company: Collier County Transportation (Evaluator's Company completing reference) Telephone: 2 3 9.2 5 3.0 3 5 4 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10. with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Gator Canal Bridge Replacement Project Budget: $1,386,643.50 Completion Date: I,/19,12022 Project Number of Days: Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 9 2 Ability to maintain project schedule (complete on -time or early). 8 3 Quality of work. 9 4 Quality of consultative advice provided on the project. 9 5 Professionalism and ability to manage personnel. 9 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 9 8 Abiltity to manage risks and unexpected project circumstances. 9 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 9 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 90 Packet Pg. 366 CEI Services for Collier CDunty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Gasparilla Island Swing Span Charlotte County, FL H&H provided comprehensive design services for the replacement of Project Reference the Gasparilla Island Swing Bridge which included field inspection, a feasibility study, complete design, and post -design engineering Owner: Gasparilla Island Bridge Authority support. Our Project Manager, Steve Nappi performed CEI on the replacement project and was responsible for construction and administrative aspects of the new bridge, including review of contract documents and shop drawings; coordination of field inspection of structural, mechanical, and electrical components; assisting in preparation of progress pay estimates; updating shop drawing submittal logs; preparing the final as-builts, computation books, and pay item overruns/underruns; and reviewing daily reports of construction. Steve kept the client abreast of all situations affecting the project and attended meetings regarding construction claims to provide his professional opinion and recommendations on how to proceed. This project finished ahead of schedule and only saw a 5% increase from the contractor's original bid, which is a huge accomplishment given the project's complexity and issues faced. Once the project was completed in 2016, Steve was retained by GIBA to serve as the Project Manager for a miscellaneous service contract which H&H currently holds today. Tasks awarded under this contract include: • Providing On -Call Assignments for Bridge Issues. H&H has been retained on several occasions to troubleshoot issues encountered during operation of the bridge. Assignments have included addressing noises within mechanical components which were covered under manufacturer's warranty, the malfunction of a drive motherboard, failure of the bridge end lift to drive under generator power due to a faulty surge suppressor, limit switch malfunctions, shorting of electrical components and rewiring with spares, and PLC error messages. Performing New Swing Bridge Quarterly Inspection. Steve meets with GIBA staff quarterly to inspect the project and review available documentation. He often provides recommendations for repairs of deficient items like concrete cracks and spalls and direction on how to monitor items between inspections so they can be reviewed during future inspections. Contact: Kathy Banson-Verrico T.941.697.2271 ext. 2 E. kathygiba@earthlink.net Role: Executive Director 2016, Misc. Services Contract -Ongoing Construction Completed 2016 $18,718,505.72 Steven Nappi, PE, Project Engineer • Providing Annual Inspection Report Reviews. In conjunction with the quarterly inspections above, Steve is tasked with -o reviewing annual bridge inspection reports, tracking the changes from previous reports, and discussing the findings with GIBA 19 staff and their Engineering committee. Steve has attended the National Highway Institute's Inspection of In -Service Bridges J course affording him the knowledge of how to interpret the findings of the report. • Designing a repair for noise emanating from Bearing Pillow Block. H&H designed a dowel repair using an FN2 fit to resist movement of the pinion bearing pillow block. This required close coordination with the Coast Guard as a bridge closure was necessary. The repair was implemented under the supervision of Steve and eliminated the noise. Q Hardesty&Hanover 3-3 Packet Pg. 367 CEI Services _ Co xer C01414ty Stan Gober Memorial Bridge Repair/Rehabilitation Project Developing an Auxiliary Jacking System Design. GIBA desired to have an auxiliary jacking system designed and installed should a catastrophic event rendered the end lift reducer useless. Preliminary drawings by H&H designers were provided to H&H CEI staff. The CEI team constructed wooden prototypes of the jack stands to ensure the jack stands and system would fit due to very tight constraints. The drawings were modified based on the findings in the field which resulted in a system being installed correctly the first time. This was a great collaboration and highlights the strength of having one team perform both design and CEI. Performing Coating Analysis. Findings in the annual bridge inspection report showed rusting of steel components which could not be reached by maintenance crews. GIBA requested an analysis of the existing coating system which was performed by NACE certified H&H paint inspectors. We also secured the TTC contractor and snooper truck to complete the work. A formal report detailing the findings, recommended approach, and estimates were provided. Hurricane Ian Damage Assessment. H&H was responsible for assessing damages caused by Hurricane Ian. Our team mobilized, identified components requiring replacement, and assisted GIBA staff with adjusting machinery in the field. Though our efforts, we were able to get the bridge operational in one day. RPS No.: 23-8068 Hardesty&Hanover 3-4 Packet Pg. 368 Co per County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project (23-8068) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nappi, PE (Name of Individuals Requesting Reference Information) Name: Kathy Banson-Verrico company: Gasparilla Island Bridge Authority (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: kathy@giba.us FAX: 941.697.56929 Telephone: 941.697.2271 ext.2 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10. with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Professional Eng Continuing Srvcs Completion Date: 5/25 (estimated) Project Budget: $40,000.00 (tasks -to -date) Project Number of Days: 1 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 Packet Pg. 369 CEI Services _ Co Ter CDunty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Professional Miscellaneous Services Contract Lee County, FL H&H was awarded this three year miscellaneous services contract which requires firms capable of project design and plans preparation, CEI, construction contract administration and post -design, evaluations, feasibility and planning studies, utility coordination and utility relocation plans, environmental assessments and environmental permitting, and reporting, public involvement program, engineering and land surveys, construction stake -out and as -built survey; landscape and irrigation plans, geotechnical services and subsurface utility exploration, structural inspections and analysis, permits and permit compliance, final bidding assistance and contract documents, cost estimates, watershed, stormwater and drainage monitoring and improvements, hydraulic and water quality monitoring and improvements, ground water monitoring, analysis, and evaluation; and erosion control. To date we have been assigned the following task work orders: Owner. Lee County Contact. Mike Padgett 1500 Monroe Street, Ft. Myers, FL 33901 T. 239.707.9402 E. mpadgett@leegov.com Ongoing As -needed Steven Nappi, PE • Monitoring of the Harbor Drive Bridge. The abutments of the bridge were experiencing movement. Previous repairs to resist 15 the movement have appeared to be ineffective. H&H was approached by the County to monitor the settlement and provide a N fix. H&H CEI crews performed a field review of the project and determined the monitoring site would not accurately indicate Q the movement of the abutments. New measurement points were placed, and initial readings were retrieved and detailed on an a Excel spreadsheet. As a cost savings to the County, we proposed that they monitor the new points and if settlement was .. witnessed, we would get with our designers to implement repairs. N • Sanibel Bridge Diaphragm Repairs. H&H CEI was assigned a taskwork order to provide CEI inspections of a diaphragm repair v on the Sanibel bridge. Under this assignment, a plan review of the repair designed by others was performed by the CEI team and findings were shared with H&H designers. Through internal discussions, H&H determined the cracking was caused by beam 00 creep and additional movement was not anticipated. Additionally, destructive testing was performed which revealed Q. reinforcing steel was not installed per plan and the concrete had insufficient strength. H&H summarized that the repair could a result in simple spall repairs performed by in house County staff. To prove this, we recommended that spall repair work occur L above the maintenance road so that specialized equipment was not required overthe waterway. This repair could be monitored through hot and cold seasons until April which is when the rehabilitation project was to begin. To date the repairs are holding Or - up and the County does not anticipate the need to = perform the rehabilitation contract, saving the ots County over $1 million in construction costs and $130,000 in H&H's CEI fee for the task. This is a great example of our firm's desire to provide exceptional service and cost savings through outside the box _ thinking. to • Matlacha Bridge Hurricane Ian Damage M Assessment. H&H was tasked with assessing the N damage caused by Hurricane Ian. Our mechanical and electrical engineers led by CEI team member Steve Nappi, assessed the damage, determined whatwas needed fortemporary operation, and prepared a report documenting thefull permanent repairs. Our team was able to assist County staff and had the bridge operational using bypasses in one day, and no bypasses in two Zi days. • Lee County Signals Hurricane Ian Damage Assessment. H&H was contracted to assess damages of 66 County signalized E intersections in Cape Coral caused by Hurricane Ian. With only days noticed, our team mobilized and efficiently documented over $2.5 million in damages. Q Hardesty&Hanover 3-5 Packet Pg. 370 Co per County Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project (23-8068) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nappi, PE (Name of Individuals Requesting Reference Information) Name: Avelino Cancel, PE (Evaluator completing reference questionnaire) Email: acancel@leegov.com FAX: N/A company: Lee County (Evaluator's Company completing reference) Telephone: 239.707.6988 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10. with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Sanibel Bridge Diaphragm Repairs Project Budget: Varies per task work order Completion Date: Ongoing Project Number of Days: Varies per task work order Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 9 4 Quality of consultative advice provided on the project. 9 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 97 Packet Pg. 371 CEI Services _ Co Ter CDunty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 L Veterans Memorial Boulevard Phase I Design -Build Collier County, FL H&H serves as a prime consultant for Collier County, providing CEI services for the ongoing roadway extension and widening of Veterans Memorial Boulevard. Phase I is a design -build contract that extends and widens 1.4 miles of existing road while adding three signalized intersections, concrete sidewalks, and street lighting throughout the length of the project. The project will install more than 4,000 feet of watermain and force main, as well as several thousand feet of drainage pipe with structures leading to new ponds. Multiple temporary traffic control (TTC) phases are required to construct the project. Owner. Collier County Contact: Bee Thao 2885 South Horseshoe Drive, Naples, FL 34104 T. 239.206.0194 E. Bee.Thao@colliercountyfl.gov Role: Project Manager .--. 2023 Anticipated Construction Cost $10.1 M (construction) /$1.2M (fees) Steven Nappi, PE; Fred Wiedner; Nicole Nappi; Brandon Varela Hardesty&Hanover 3-6 Packet Pg. 372 C0141 ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 4: Project Approach, Willingness to Meet Time and Budget Requirements MMA H&H CO N N Y C J Q Packet Pg. 373 CEI Services _ Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 H&H's approach to this project begins with a thorough understanding of the work required under this contract. We understand the Stan Gober bridge is in need of rehabilitation for superstructure and substructure components, including concrete crack and spall repairs to the deck, beams, diaphragms, and columns. Beam ends will receive a spray zinc coating and the substructure will receive concrete jacket overbuilds with cathodic protection and riprap to fill areas of scour. We will discuss each of these activities and how the H&H team is poised to handle the CEI responsibilities. We understand the selected team will provide plan reviews prior to the plan set being released to contractors for bids. H&H has performed the design and plan reviews of numerous bridge rehabilitation projects, as well as two Collier County design -build contracts, Veterans Memorial and Golden Gate Boulevard. The Stan Gober project is unique in that cathodic protection and zinc coatings are to be used to combat the aggressive corrosive environment caused by the high salinity of Whisky Creek. H&H's Lead Electrical Engineer Marco Lara, PE, will be instrumental in ensuring complete plan sets are provided. We anticipate design reviews to be performed mid- to late 2023. Construction is anticipated to begin early 2024 with a contract duration of 750 days. The contractor will determine their work plan, which may start with either the substructure or superstructure repairs. Alternatively, there is an option to work the two areas concurrently, which may lead to a reduced construction duration. Pay Items Careful review of contract documents will be required to ensure payments made to the contractor are correct. Field records provided by inspection staff will need to be obtained properly so office staff can process accurate estimates. The method of measurement will be identified in the pay -specific items in the work described below. Superstructure Rehabilitation Concrete repairs Under this contract, delaminated, spalled, and cracked concrete are to be repaired. The deficient areas are identified on sheets B1-4 and found on the top and bottom of the deck as well as fascia of concrete structures. Delaminated areas will be marked in the presence of our inspectors. Once those areas are demolished, the contractor will apply the repair procedure for the specific spall encountered. There are different repair procedures for cosmetic spalls and spalls with or without exposed reinforcing steel, which will be applied accordingly. In areas where reinforcing steel is exposed and a section loss of 25% or more is present, new bars will be lapped in the area meeting splice lengths shown on sheet 131-5. Reinforcing steel will be cleaned to SSPC-SP2 or SSPC-SP7 standards. H&H has recently performed spoll and crack repair work on the Sanibel Bridge Rehabilitation project. Hardesty&Hanover 4-1 Packet Pg. 374 CEI Services - Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Deck Repairs Eastbound Spans 1-10 require removing the top 1.5 inches and replacing with class IV concrete that has a shrinkage reducing admixture (SRA). We believe the eastbound lanes issues, beginning at the west abutment, are due to salt water from trailered boats exiting the boat ramp at the southwest corner of the bridge. To perform the repairs, traffic will be shifted the westbound lanes using type k temporary barrier wall and portable signals to control the one lane two-way traffic. Proper TTC setup and monitoring of the temporary signals will be critical during this operation. On previous Collier County projects, TTC devices were summarized as one lump sum in the summary of quantities. We see this plan set has a breakdown of TTC devices, which offers the possibility of overruns if anticipated phase durations are exceeded. We will confirm this with County staff if selected. Regardless, we are prepared to track the quantities in the method required by the contract (lump sum or unit price) complete, a penetrating corrosion inhibitor will be applied to the entire deck. . Once repairs are While performing our preproposal assessment of this project, we noted significant damage to the slope protection at the southeast corner of the bridge. If the County desires to have this, and any other additional storm damage repair occur during the Stan Gober Bridge rehabilitation project, H&H can handle this work as well. In the past several months, H&H has been involved in the post storm inspection of multiple bridges for FDOT District 1 and other local entities. We are also involved in the redesign and CEI services of some of these bridges. We need to review the requirements of planing and grooving of the bridge deck topping with the engineer of record (EOR). There is currently no mention of it in the plans or Technical Special Provisions (TSP). Planning can be waived if a satisfactory surface is obtained, but we believe grooving will be required to ensure water is removed from the roadway. There will be implications if planing is required including adding the sacrificial thickness (typically .25 inches) to the overall deck thickness and ensuring poured joint repairs Method of are at the proper height after e Concrete-CY• . planing. e Penetratinq Corrosion Inhibitor - The work involves removing and repairing 1,064 linear feet of expansion joints with poured joint and backer rod in accordance with FDOT standard index 458-110. This is the full width of roadway at each of the 23 expansion joints. Work will have to be coordinated as traffic should not be allowed on the joints until initial set occurs (typically one hour after placement). This may require the contractor to hold off on joint repairs after the type k barrier wall is removed so two lanes are available to divert traffic around thejoints. Beam Repairs We anticipate the use of a snooper truck to access the beams slated for repair due to the height of the bridge. Our team has used this method of access on the Gasparilla Island and Sanibel bridges and understand that correct setup of TTC on the bridge is imperative for the safety of the workers. We will monitor the setup during construction and emphasize the importance with the contractor. Important to note, is this - - work will need to be coordinated with the deck repair as the snooper truck will not be allowed to take the only travel lane. Crack and spall repairs Hardest &Hanover 4-2 Packet Pg. 375 CEI Services _ Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 are required prior to zinc metallizing being applied to the beam ends. The metallizing shall be applied no sooner than 10 days after the crack and spall repairs, but no later than 90 days. Pull off tests will be required to ensure the metallizing has bonded satisfactorily to the beam. After zinc coating is approved by H&H, the contractor will apply a coat of water -based inorganic zinc silicate over the metalized areas of the structure. This work will be performed within 72 hours after the metalizing. Embedded galvanic anodes are to be used in beam diaphragms. We will be required to confirm the electrical connection between anode tie wire and reinforcing steel by measuring DC resistance (ohm 0) or DC potential (mV) with a multi -meter. The electrical connection is acceptable if the DC resistance measured with the multi -meter is 1 0 or less or the DC potential is 1 mV or less. A NACE-Certified Cathodic Protection Specialist (CPS) and Technician are required for both beam metalizing and embedded galvanic anodes. The CPS will be required to submit Work plans and QA/QC plans prior to the contractor working on these items. Substructure Galvanic overbuild with anodes will be used to repair the footings and struts. This work will be performed from barges. In water operations are made difficult from currents and wave actions. H&H staff is very familiar with in water activities having worked on multiple bridge replacements over waterways. This experience allows us to be aware of damages caused by work vessels, typically underwater making them hard to detect. Our subconsultant Volkert will assist as they have on past projects by performing dives and looking for this type of damage. If identified, repair plans will need to be submitted and approved to ensure the damage does not decrease the service life of the structure. Eight -foot cathodic jackets will be used to rehabilitate piles and two-footjackets for the columns. H&H is familiar with this work having worked on previous projects using this technology. Some of the benefits received from galvanic protection systems is low maintenance, easy installation, and anodes are connected directly to the reinforcement without an external power supply. Similar to the superstructure repairs, this work will require the contractor to provide a NACE-certified CPS and technician as well as QA/QC plans. In water operations, specifically riprap installation, will need to be inspected during construction with H&H inspectors and post construction through use of our subconsultant partner Volkert, Inc.'s divers. Multiple dives will be required to ensure the work has been performed in accordance with the specifications. Placement of the filter fabric when filling scour holes with bedding stone is important to ensure the area does not erode due to fines escaping the area. The four -foot depth will be verified by taking before and after survey shots and the limits will be verified both from above the surface and through underwater dives. Riprap will require tests to ensure the specific gravity of the stone meets the specifications. Turbidity is a significant compliance aspect to the riprap placement. Sheet BI-3 clearly depicts the mixing zones, background sampling points and mixing zone sampling points. Background samples will be taken mid -depth prior to in water activities commencing at the appropriate upstream station. Mixing zone inside and outside readings will also be taken mid -depth and at a frequency of every four hours. If readings within the mixing zone exceed 41 NTUs above background, or outside the mixing zone exceed background, work will be stopped immediately. Proper setup of turbidity curtains should prevent readings from exceeding allowable but additional measures could be taken such as pre -rinsing riprap and bedding stone before introducing the material in the water. H&H will have a turbidity meter to confirm contractor readings as well as take readings if turbidity levels are in question. Often an afterthought to marine work is maintenance of marine traffic. Close coordination with the USCG is required so Marine to Mariner notices can be updated appropriately and information can be distributed to boaters. Work plans and schedules will need to be submitted to the USCG 60 days prior to any work occur over the waterway. H&H has an extensive history of working successfully with the USCG and can use this relationship to assist the contractor on this project. Hardesty&Hanover 4-3 Packet Pg. 376 (iledeN eBpljg lelioLueW jegoE) uelS soolAieS 130 8908-£Z VSd 6Z£SZ) lesodoJd JanoueH T /psaPJeH 9909-£Z IP031ui-j] :luawgoeliv v m W p Z 0 x a f a _ v or c o i Z u O 0 v ¢ ► o o — — o Y _ E - ► �n w w w x f 6 0 z > E E ► N o E E o V - o i O m Q lD 00 m O m Q 00 m O Vf m d' ID 10 00 m a --I .-1 a -I a-1 .-1 .-I .-I c-1 .-1 N N N N N N N N M M m Q 10 I, w m O Q m w m O N m m Ln 10 w Ol N N .ti H .1 N N ei N N N N N N N N N m Q a Q Q Q Q Ln `^ Q N Q Q N Q Q N N Q Q Q N N N Q N N N N to � N \ N N\ N N\\ N N N N O V\ 0\0 N Kr N N N Kr- \ N -M \ O \ \ Ln \ \ 00 m lD\ \ \ \ \ \ \ \ \ \ N n 00 O 'a00 a 00c-I rl r-I r-I 00 , O C E Y O« E C > > L L L L L L •- - Ol OJ ? OJ OJ j O/ ._ - 3 L L •- •- O E '^ j Q Q ` Q Q L Q N LI1 N r N W N N \\\ m N 00 \ e-I '-I ci \ rl N N N ID \ \ \ \ \ w \ m\ Ql dl ei \ \ N \ 'y H 1D a a a N N M M Q C C a C C C a �••1 00 rl C C - m 01 O1 0) 0) O O O = O O O wO O W O O w = O 0 - O T T ? T T> >> M1• T T 0l > ? T �o j. j. N T N 0] m '0 T> >• T N N T T>> T T 0f m T a m T N T - m m a m m a m a a a a m m m A a a m m m m m m a a m C) a m a m = a O a a 0 a Ln N O rl a a a a o u1 a a a a a a N N a 00 O a 0 a 0) VI D_ a m a w W N Q l0 d W W 0_ G o2$ .6 06 T G .6 o6 T O Ic Cc a, u 2 u N a AS OJ \ M 1O OJ \ J N N O o W O J J a •�C a N W > > a •n) a LL t w d O. E O Vl N O G O O O O O. in K E N Q O. O. Q O1 >0 - O. 0_ y 0) >O ~ 0! N O O) � U 0) W C C Y Y Y N O N K Y Y O O W t0 > N 2 m O u U U u - = r O. O M ry C N GO C 1 W a a a Y a 02f LL W LD a m Y to > Z C u F C Q Y U O N Z W— in In O O O u Y w 1n O O u y 0) O Q Y E¢ Vl O) u- Z a Z o u o Q E I E v u c p a E E a c E S2 u fp u m> u m c �a F- H W 2 0) OJ 0) a O) 2 Ol OJ a 0J 0) W OJ Ol C 7 N !0 > J C F Z l7 IL O O M O d w C 0 00 N VI l7 d N d �i N F T, N M a Yl l0 n m m O N M V b r CEI Services _ Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Willingness to Meet Time and Budget Requirements Our staff has the responsibility to meet time and budget requirements both for our CEI contract and the construction contract. Below is an explanation of how this is accomplished for each contract. CEI Staffing We anticipate the work to progress linearly which will allow for one Senior Inspector. Our administration team consisting of Steve, Fred, and Nicole will serve in a part-time capacity which they continue to do successfully. Value Added We are offering three value added concepts for this proposal. 1. The first is performing all public information officer (PIO) responsibilities required under this contract with in-house staff, specifically Steve and Fred. This will be an easy feat as there will be minimal public involvement as there are no residences or businesses located near this remote project location. Steve and Fred perform PIO duties on both the Veterans and Golden Gate projects, assisting the County with public concerns. They have successfully worked with Connie Deane who is Growth Management's Public Information Coordinator on these projects and will do the same for the Stan Gober bridge. 2. The second is to utilize H&H design staff to perform plan reviews. They have experience working with the rehabilitation methods under this contract and allow us to keep the Stan Gober team small with limited subconsultants. 3. The third is use of H&H's Naples office. This office will not be billed to the project when an active county project is already is being expensed. The County will realize a cost savings by using the same consultant for multiple projects. Quality Assurance / Quality Control H&H has created a Quality Assurance (QA) plan very different from our competitors. Our comprehensive plan is short enough to be used as guidance during construction for field staff, yet thorough enough to cover all requirements of the contract. This is accomplished using detailed checklists that are completed by the project administrator during construction. Our QA plan reinforces our proactive approach by ensuring staff is receiving deliverables timely and not determining items were missed after the fact. The plan covers all items from pre-, during, and post construction and internal meetings are held before each phase to make sure all team members' expectations are understood. The use of our QA plan helps our staff with their responsibilities and keeps the project moving forward by clearly stating contract requirements and assisting to set expectations. CONSTRUCTION Our team will ensure schedules and budget are met by ensuring the following protocol is met: 1. Proactively review documents and field conditions to address issues before they affect the contractor The common theme in our writeup is to be proactive. So how does our team do this? We begin with a thorough review of all contract documents. This includes the contract itself and all contract documents which include, but are not limited to, plans, special provisions, specifications, design standards, utility relocation schedules, and permits. Our team has already displayed this through the plan review findings listed above and the County has realized this proactive approach through plan reviews previously performed by the H&H team on other Collier County projects. Our team will also be proactive in reviewing possible overruns to pay items to make adjustments to the final plan set before they are signed and sealed. Through meticulous documentation and a detailed filing system, project closeout documents will easily be delivered to the County along with a quality project. 2.Conduct effective meetings We summarize our findings of items that require attention from the review above and share them with the client at a pre -service meeting. This meeting will also be used to clarify items within our contract to ensure we are meeting the County's intended expectations. Following the pre -service meeting, a preconstruction meeting will be scheduled with the selected contractor and stakeholders to share pertinent information determined to be appropriate. We will ask very specific questions to understand how the contractor anticipates performing the work and will stay on task in the meeting through the use of a detailed agenda meeting the Hardesty&Hanover 4-5 Packet Pg. 378 CEI Services _ Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 requirements of the construction project administration manual (CPAM). During construction, weekly progress meetings will be held along with pre -activity meetings targeting new or unique construction activities like concrete deck pours, beam metalizing and integral pile jackets. These meetings facilitate our proactive approach which helps to reduce claims, time extensions, and change orders by ensuring clear expectations are shared prior to work occurring which minimizes conflict in the field and results in a quality product being constructed the first time. 3.Oversight from Senior Management Once construction begins, field staff will monitor construction operations closely ensuring conformance with contract documents, documenting quantities on the appropriate forms and summarizing all work on daily reports of construction. Steve and Fred spend a substantial amount of time in the field to give the project a global view of the work. As they are not "in the trenches" on a daily basis they are able to see the big picture and assist inspection staff with looking ahead for potential issues. Being in the field also allows for expeditious resolution of issues using an agreed upon escalation matrix. It is common practice for inspection staff to escalate field conflicts to the Project Administrator and Senior Project Engineer. Having Fred and Steve in the field saves time explaining the issues over the phone. 4.Schedule Reviews The most important thing our team can do to ensure a timely completion of the project and to avoid any additional time claims or liquidated damage assessments, is perform schedule reviews. For construction projects, careful review of the critical path method (CPM) schedule is key to ensuring timely completion of the project. This begins when the contractor submits his baseline schedule at the beginning of the project. The baseline will be reviewed to confirm all activities are included and that logic, durations, predecessors, successors, constraints, cost loading, and calendars are appropriate. Items of concern will be shared with the contractor and meetings will be held if necessary, until the baseline schedule can be accepted. Once accepted and construction begins, we will monitor the contractor's work effort to ensure they align with the schedule. Updated as -built schedules will be reviewed monthly and checked to determine accurate commencement and completion dates have been entered and no other unauthorized changes have been made. Accuracy of the changes will be determined by comparing them to field records and items not confirmed will be sent back to the contractor until an acceptable response is received and the schedule can be accepted. All responses regarding the schedule will be made in writing to the contractor. Keeping the contractor responsible and notifying them when they are not meeting their schedule is a great way to both ensure timely project completion and protect the County in instances of claims. Utilization of Microsoft Teams Our team will implement Microsoft Teams for this project. Microsoft Teams is a next generation SharePoint where users can view documents and enjoy the added features of real time conversations via video messaging. Features also include a mobile app to have documents readily available at their fingertips in the field and a calendar for meetings which automatically syncs to their Outlook calendar. The video messaging feature will prove invaluable as impromptu meetings can be organized, videos can be shared showing site conditions, and documents can be shared on screen to pinpoint areas of concern quickly with all attendees. We believe these meetings will quickly evolve from a catchy feature to a necessity in delivering timely accurate information to project stakeholders. Guests are added to our user agreement, which means there is no cost for licensure. Hardesty&Hanover 4-6 Packet Pg. 379 CEI Services for Co 7eV Co1.-Mty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 PAST EXPERIENCE SUCCESS Our staff places a high emphasis on avoiding or mitigating cost and time overruns. As a point of reference, the allowable threshold on FDOT projects is to keep project overruns within 10% cost and 20% time. Our staff always strives to meet or exceed this threshold by taking proactive measures and applying outside the box thinking to project cost and schedule. A 'I L tk Hardesty&Hanover 4-7 Packet Pg. 380 C0141 ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 5: Location FF H&H N O Q O L Q. L O 2 06 rt+ y N L CO Q CO CO CV 'a A N D C J � 3 Q Packet Pg. 381 CEI Services _ Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project Most of H&H's day-to-day work will be conducted from our vehicles, which are equipped with laptops, printers, and hand tools required to inspect the work. Working out of vehicles affords our team real time information from the project site allowing staff to know what is occurring on the project and the ability to resolve issues expeditiously. H&H's Naples office at the northwest corner of 1-75 and Immokalee Road will be used for administrative operations. This office is large enough to house our staff and has a conference room suitable for in -person 7_71 meetings. H&H will not charge rent and utilities to this project while our other Collier County project is ongoing, resulting in a significant cost savings to the H2R County. H&H personnel selected to work on this project all reside near H&H the project site. This allows for a quick response time to the project when needed. Staff can quickly arrive to the site to perform tests, sample materials, inspect work, complete necessary reports, or perform other actions as required by the County. Our team's proximity to the project also enables us to understand weather conditions which may threaten the project. This could range from heavy rains to hurricane force winds. Our staff will be available to keep a pulse on weather forecasts and assist the contractor with steps required for preparedness. We will also be available to review the project after storms to inspect items that need to be addressed. RPS No.: 23-8068 Our ability to work from vehicles, the location of our offices, and residences of our team members facilitate effective management of this project. Val lsert I Stan Gober Bridge I H&H has adapted to the new digital working environment and our team has remained ahead of this through our commitment to embracing new technologies. Microsoft Teams is a next generation SharePoint where users can view documents and enjoy the added features of real time conversations via video calling. Features also include a mobile app so documents can be made readily available at users' fingertips in the field and a calendar for meetings that automatically syncs to Outlook calendars. The video messaging feature proves invaluable as impromptu meetings can be organized, videos can be shared showing site conditions, and documents can be shared on screen to pinpoint areas of concern quickly with all attendees. These meetings have evolved from a catchy feature to a necessity in delivering timely accurate information to project stakeholders. Guests are added to our user agreement, which means there is no cost for licensure. While we prefer face to face interaction, we will continue to utilize Teams to successfully administer this project while keeping City staff informed. H&H's internal server utilizes the Egnyte platform, which can be accessed by any employee from any location while Wi-Fi is enabled. This platform ensures field staff can quickly access files and save their documents immediately to the server. This saves time by staff not having to go to the office to transfer documents and allows office staff to view their work. Saving to the server also ensures work will not be lost due to our internal and off -site backup storage and protocols. Should circumstances warrant, our IT department can retrieve documents that were incorrectly modified or deleted. Hardesty&Hanover 5-1 Packet Pg. 382 C0141 ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 6: Recent, Current and Projected Workload II a IP, I Packet Pg. 383 CEI Services _ Collier County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Firm's Current Workload H&H is pursuing this project job because of both the scope and timing. Our current assignments will be completed at the time of contract initiation allowing for staff with specific Collier County experience to be ready for this project. Current projects are listed below with an explanation of how they will not detract from this project. Veterans Memorial Phases I Collier County Transportation Engineering H&H staff are wrapping up this project, slated for completion in June 2023. Staff are utilizing our Napoli Center office to manage this contract which will also be used for the Stan Gober Bridge Rehab project. Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Project Collier County Transportation Engineering H&H has begun work on this short duration 10-month design build bridge replacement project. With contract time expiring in November 2023, we anticipate no conflict. AVAILABILITY We assure the County that we have the staff necessary and the flexibility to adequately manage this project. In addition, H&H has the resources to bring on additional staffing if deemed appropriate. This has been proven through our efforts to staff both the Gator Canal Bridge Replacement project and Veterans Memorial Phase I project. Hardesty&Hanover 6-1 Packet Pg. 384 C0141 ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 7: Required Forms � I IIH&H a II Packet Pg. 385 CEI Services _ CO ICY C01414ty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 As requested in Collier county's Request for Professional Services, H&H's executed forms and licensing appear on the following pages. • Vendor Checklist • Form 1: Vendor Declaration Statement • Form 2: Conflict of Interest Certification • Proof of Status with Division of Corporations. • Form 3: Immigration Affidavit Certification • E-Verify Memorandum of Understanding • W-9 Form • Acknowledge Insurance Requirements • Licenses and Certifications • Addenda Acknowledgement Hardesty&Hanover 7-1 Packet Pg. 386 C o Ter Ci0141 [ty Procurement Services Division Vendor Check List IMPORTANT: Please review carefully and submit with your Proposal/Bid. All applicable documents shall be submitted electronically through BidSync. Vendor should checkoff each of the following items. Failure to provide the applicable documents may deem you non-responsive/non-responsible. ® General Bid Instructions has been acknowledged and accepted. ® Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. ® Form 1: Vendor Declaration Statement ® Form 2: Conflict of Interest Certification ® Proof of status from Division of Corporations - Florida Department of State (If work performed in the State) - http://dos.myflorida.com/sunbiz/ should be attached with your submittal. ® Vendor MUST be enrolled in the E-Verify - https://www.e-verify.gov/ at the time of submission of the proposal/bid. Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal. E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. Form 4: Certification for Claiming Status as a Local Business, if applicable, has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. Form 5: Reference Questionnaire form must be utilized for each requested reference and included with your submittal, if applicable to the solicitation. aA Form 6: Grant Provisions and Assurances package in its entirety, if applicable, are executed and should be included with your submittal. ® Vendor W-9 Form. ® Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s) within five (5) days of the County's issuance of a Notice of Recommend Award. ® The Bid Schedule has been completed and attached with your submittal, applicable to bids. ® Copies of all requested licenses and/or certifications to complete the requirements of the project. ® All addenda have been signed and attached. aA County's IT Technical Architecture Requirements has been acknowledged and accepted, if applicable. ®A Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. Packet Pg. 387 16.B.4.b Co Ter Covinty Procurement Services Division Form 1: Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 Dear Commissioners: The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County, to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County, for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor's bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete, submit a proposal, be awarded, or perform as a sub -vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this 41h day of _J_dnuar4T, 2023 in the County of Hillsborough , in the State of Florida Firm's Legal Name: Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Email: Signature by: (Typed and written) Title: •A I 10YEGILT-1 Packet Pg. 388 Additional Contact Information 16.B.4.b Send payments to: Hardesty & Hanover Construction Services. LLC (Required if different from Company name used as payee above) Contact name: Que Tu Title: Financial Accounting Mana:_ier Address: 1501 Broadway, Suite 601 City, State, ZIP New York. NY 10036 Telephone: 212.994.1150 Email: cItu@hardestyhanover.com Office servicing Collier Hardestv & Hanover Construction Services, LLC County to place orders (Required if different from above) Contact name: Steven Naopi, PE Title: Regional Manager of Construction Services Address: 5644 Tavilla Circle, Suite 206 City, State, ZIP Naples, FL 34110 Telephone: 941.979.5476 Email: snappi@hardestvhanover.com Packet Pg. 389 16.B.4.b Co yer county Procurement Services Division Form 2: Conflict of Interest Certification Affidavit The Vendor certifies that, to the best of its knowledge and belief, the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules — The firm has not set the "ground rules" for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement) which appears to skew the competition in favor of my firm. Impaired objectivity — The firrn has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals / past performance of itself or a competitor, which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information — The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor (or an affiliate) with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit, the contractor / vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above -mentioned project; and, 2. Indicate if the information produced was obtained as a matter of public record (in the "sunshine") or through non-public (not in the "sunshine") conversation (s), meeting(s), document(s) and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified, may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Hardesty & Hanover Construction Services., LC C mpany Name Signature Michael Sileno, PE, Principal Print Name and Title State of Florida County of Broward The foregoing instrument was acknowledged before me by means of R physical presence or ❑ online notarization, this 4th day of January (month), 0�(year), byMichael SilenO PE ame..ofpersotp acknowledging). (Signature of Notary Public) Personally Known OR Produced Identification Type of Identification Produced Sabrina Sanchez (Print, Type, or Stamp Commissioned Name of Notary Public) :y.�" •ti •.. SABRINA SANI'IEZ A, Notary Notary Public • State o' =.once Commissior : GG 3a'::2 My Comm..Expires Jar 22. 2i?23 Bonded through Nationa! Notary Assr. Packet Pg. 390 116.B.4.b I State of Florida Department of State I certify from the records of this office that HARDESTY & HANOVER CONSTRUCTION SERVICES, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on November 1, 2011. The document number of this limited liability company is M11000005507. I further certify that said limited liability company has paid all fees due this office through December 31, 2023, that its most recent annual report was filed on January 5, 2023, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fifth day of January, 2023 ecretaly qt to Tracking Number: 629893741OCC To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/C ertificateOfstatus/C ertificateAuthentication Packet Pg. 391 1 16.B.4.b Co Yer (Z;014nty Procurement Services Division Form 3: Immigration Affidavit Certification This Affidavit is required and should be signed, by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program ( at the time of the submission of the Vendor's proposal/bid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's proposal/bid or within five (5) day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSAL/BID MAY DEEM THE VENDOR'S AS NON -RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s), that it is aware of and in compliance with the requirements set forth in Florida Statutes §448.095, and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. Hardesty & Hanover Construction Services, LLC A� mnanv Name Signature Michael Sileno, PE, Principal Print Name and Title State of Florida County of Broward The foregoing instrument was acknowledged before me by means of IN physical presence or ❑ online notarization, this 4th day of January (month), 2023 (year), by Michael" Sileno, PE (name., ofporson acknowledging). . `- (Signature of Notary Public) Sabrina Sanchez (Print, Type, or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification � • w SAdRINA SANCHEZ Type of Identification Produced _'•'s notary Public •State of �rorica Uf :: Commissior = GG 3-4' 551 My Comm. Gx,-ires Jur 22. 2023 BorCeC through Nations! Notary Assn. Packet Pg. 392 E-Verifv- or a..... .... zv. Company ID Number: 141330 THE E-VERIFY MEMORANDUM OF UNDERSTANDING FOR EMPLOYERS ARTICLE I PURPOSE AND AUTHORITY The parties to this agreement are the Department of Homeland Security (DHS) and the Hardesty & Hanover, LLC (Employer). The purpose of this agreement is to set forth terms and conditions which the Employer will follow while participating in E-Verify. E-Verify is a program that electronically confirms an employee's eligibility to work in the United States after completion of Form 1-9, Employment Eligibility Verification (Form 1-9). This Memorandum of Understanding (MOU) explains certain features of the E-Verify program and describes specific responsibilities of the Employer, the Social Security Administration (SSA), and DHS. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). The Federal Acquisition Regulation (FAR) Subpart 22.18, "Employment Eligibility Verification" and Executive Order 12989, as amended, provide authority for Federal contractors and subcontractors (Federal contractor) to use E-Verify to verify the employment eligibility of certain employees working on Federal contracts. ARTICLE II RESPONSIBILITIES A. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the following notices supplied by DHS in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system a. Notice of E-Verify Participation b. Notice of Right to Work 2. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted about E-Verify. The Employer also agrees to keep such information current by providing updated information to SSA and DHS whenever the representatives' contact information changes. 3. The Employer agrees to grant E-Verify access only to current employees who need E-Verify access. Employers must promptly terminate an employee's E-Verify access if the employer is separated from the company or no longer needs access to E-Verify. Page 1 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 393 E-Veri fo Company ID Number: 141330 4. The Employer agrees to become familiar with and comply with the most recent version of the E-Verify User Manual. 5. The Employer agrees that any Employer Representative who will create E-Verify cases will complete the E-Verify Tutorial before that individual creates any cases. a. The Employer agrees that all Employer representatives will take the refresher tutorials when prompted by E-Verify in order to continue using E-Verify. Failure to complete a refresher tutorial will prevent the Employer Representative from continued use of E-Verify. 6. The Employer agrees to comply with current Form 1-9 procedures, with two exceptions: a. If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be presented during the Form I-9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E-Verify at 888-464-4218. b. If an employee presents a DHS Form 1-551 (Permanent Resident Card), Form 1-766 (Employment Authorization Document), or U.S. Passport or Passport Card to complete Form 1-9, the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee's Form 1-9. The Employer will use the photocopy to verify the photo and to assist DHS with its review of photo mismatches that employees contest. DHS may in the future designate other documents that activate the photo screening tool. Note: Subject only to the exceptions noted previously in this paragraph, employees still retain the right to present any List A, or List B and List C, document(s) to complete the Form 1-9. 7. The Employer agrees to record the case verification number on the employee's Form 1-9 or to print the screen containing the case verification number and attach it to the employee's Form 1-9. 8. The Employer agrees that, although it participates in E-Verify, the Employer has a responsibility to complete, retain, and make available for inspection Forms 1-9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the antidiscrimination requirements of section 274B of the INA with respect to Form 1-9 procedures. a. The following modified requirements are the only exceptions to an Employer's obligation to not employ unauthorized workers and comply with the anti -discrimination provision of the INA: (1) List B identity documents must have photos, as described in paragraph 6 above; (2) When an Employer confirms the identity and employment eligibility of newly hired employee using E-Verify procedures, the Employer establishes a rebuttable presumption that it has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of that employee; (3) If the Employer receives a final nonconfirmation for an employee, but continues to employ that person, the Employer must notify DHS and the Employer is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued employment following a final nonconfirmation; (4) If the Employer continues to employ an employee after receiving a final nonconfirmation, then the Employer is subject to a rebuttable presumption that it has knowingly Page 2 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 394 E-Veri fo Company ID Number: 141330 employed an unauthorized alien in violation of section 274A(a)(1)(A); and (5) no E-Verify participant is civilly or criminally liable under any law for any action taken in good faith based on information provided through the E-Verify. b. DHS reserves the right to conduct Form 1-9 compliance inspections, as well as any other enforcement or compliance activity authorized by law, including site visits, to ensure proper use of E-Verify. 9. The Employer is strictly prohibited from creating an E-Verify case before the employee has been hired, meaning that a firm offer of employment was extended and accepted and Form 1-9 was completed. The Employer agrees to create an E-Verify case for new employees within three Employer business days after each employee has been hired (after both Sections 1 and 2 of Form 1-9 have been completed), and to complete as many steps of the E-Verify process as are necessary according to the E-Verify User Manual. If E-Verify is temporarily unavailable, the three-day time period will be extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. 10. The Employer agrees not to use E-Verify for pre -employment screening of job applicants, in support of any unlawful employment practice, or for any other use that this MOU or the E-Verify User Manual does not authorize. 11. The Employer must use E-Verify for all new employees. The Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. Employers who are Federal contractors may qualify for exceptions to this requirement as described in Article II.B of this MOU. 12. The Employer agrees to follow appropriate procedures (see Article III below) regarding tentative nonconfirmations. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify case. The Employer agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. Further, when employees contest a tentative nonconfirmation based upon a photo mismatch, the Employer must take additional steps (see Article III.B. below) to contact DHS with information necessary to resolve the challenge. 13. The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(1)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo mismatch, does not establish, and should not be interpreted as, evidence that the employee is not work authorized. In any of such cases, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee's perceived employment eligibility status Page 3 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 395 E-Veri fo Company ID Number: 141330 (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, withholding pay, refusing to assign the employee to a Federal contract or other assignment, or otherwise assuming that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo mismatch or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee's employment. Employers or employees with questions about a final nonconfirmation may call E-Verify at 1-888-464- 4218 (customer service) or 1-888-897-7781 (worker hotline). 14. The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section 274B of the INA as applicable by not discriminating unlawfully against any individual in hiring, firing, employment eligibility verification, or recruitment or referral practices because of his or her national origin or citizenship status, or by committing discriminatory documentary practices. The Employer understands that such illegal practices can include selective verification or use of E-Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound "foreign" or have received tentative nonconfirmations. The Employer further understands that any violation of the immigration -related unfair employment practices provisions in section 274B of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 274B of the INA or Title VII may also lead to the termination of its participation in E-Verify. If the Employer has any questions relating to the anti -discrimination provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD). 15. The Employer agrees that it will use the information it receives from E-Verify only to confirm the employment eligibility of employees as authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords), to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes. 16. The Employer agrees to notify DHS immediately in the event of a breach of personal information Breaches are defined as loss of control or unauthorized access to E-Verify personal data. All suspected or confirmed breaches should be reported by calling 1-888-464-4218 or via email at E-Verify(@dhs.gov. Please use "Privacy Incident — Password" in the subject line of your email when sending a breach report to E-Verify. 17. The Employer acknowledges that the information it receives from SSA is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)). Any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU may be subject to criminal penalties. 18. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E-Verify, which includes permitting DHS, SSA, their contractors and other agents, upon Page 4 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 396 E-Veri fo Company ID Number: 141330 reasonable notice, to review Forms 1-9 and other employment records and to interview it and its employees regarding the Employer's use of E-Verify, and to respond in a prompt and accurate manner to DHS requests for information relating to their participation in E-Verify. 19. The Employer shall not make any false or unauthorized claims or references about its participation in E-Verify on its website, in advertising materials, or other media. The Employer shall not describe its services as federally -approved, federally -certified, or federally -recognized, or use language with a similar intent on its website or other materials provided to the public. Entering into this MOU does not mean that E-Verify endorses or authorizes your E-Verify services and any claim to that effect is false. 20. The Employer shall not state in its website or other public documents that any language used therein has been provided or approved by DHS, USCIS or the Verification Division, without first obtaining the prior written consent of DHS. 21. The Employer agrees that E-Verify trademarks and logos may be used only under license by DHS/USCIS (see M-795 (Web)) and, other than pursuant to the specific terms of such license, may not be used in any manner that might imply that the Employer's services, products, websites, or publications are sponsored by, endorsed by, licensed by, or affiliated with DHS, USCIS, or E-Verify. 22. The Employer understands that if it uses E-Verify procedures for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its participation in E-Verify according to this MOU. B. RESPONSIBILITIES OF FEDERAL CONTRACTORS 1. If the Employer is a Federal contractor with the FAR E-Verify clause subject to the employment verification terms in Subpart 22.18 of the FAR, it will become familiar with and comply with the most current version of the E-Verify User Manual for Federal Contractors as well as the E-Verify Supplemental Guide for Federal Contractors. 2. In addition to the responsibilities of every employer outlined in this MOU, the Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment eligibility of any "employee assigned to the contract" (as defined in FAR 22.1801). Once an employee has been verified through E-Verify by the Employer, the Employer may not create a second case for the employee through E-Verify. a. An Employer that is not enrolled in E-Verify as a Federal contractor at the time of a contract award must enroll as a Federal contractor in the E-Verify program within 30 calendar days of contract award and, within 90 days of enrollment, begin to verify employment eligibility of new hires using E-Verify. The Employer must verify those employees who are working in the United States, whether or not they are assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within three business days after the hire date. Once enrolled in E-Verify as a Federal contractor, the Employer must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. Page 5 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 397 E-Veri fo Company ID Number: 141330 b. Employers enrolled in E-Verify as a Federal contractor for 90 days or more at the time of a contract award must use E-Verify to begin verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within three business days after the date of hire. If the Employer is enrolled in E-Verify as a Federal contractor for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within three business days after the date of hire. An Employer enrolled as a Federal contractor in E-Verify must begin verification of each employee assigned to the contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. c. Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), state or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency under a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and/or all existing employees hired after November 6, 1986. Employers in this category must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. d. Upon enrollment, Employers who are Federal contractors may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees assigned to a covered Federal contract. After enrollment, Employers must elect to verify existing staff following DHS procedures and begin E-Verify verification of all existing employees within 180 days after the election. e. The Employer may use a previously completed Form 1-9 as the basis for creating an E-Verify case for an employee assigned to a contract as long as: i. That Form 1-9 is complete (including the SSN) and complies with Article II.A.6, ii. The employee's work authorization has not expired, and iii. The Employer has reviewed the Form 1-9 information either in person or in communications with the employee to ensure that the employee's Section 1, Form 1-9 attestation has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). f. The Employer shall complete a new Form 1-9 consistent with Article II.A.6 or update the previous Form 1-9 to provide the necessary information if: i. The Employer cannot determine that Form 1-9 complies with Article II.A.6, ii. The employee's basis for work authorization as attested in Section 1 has expired or changed, or iii. The Form 1-9 contains no SSN or is otherwise incomplete. Note: If Section 1 of Form 1-9 is otherwise valid and up-to-date and the form otherwise complies with Page 6 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 398 E-Veri fo Company ID Number: 141330 Article II.C.5, but reflects documentation (such as a U.S. passport or Form 1-551) that expired after completing Form 1-9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.A.5, subject to any additional or superseding instructions that may be provided on this subject in the E-Verify User Manual. g. The Employer agrees not to require a second verification using E-Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU or to authorize verification of any existing employee by any Employer that is not a Federal contractor based on this Article. 3. The Employer understands that if it is a Federal contractor, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federal contracting requirements. C. RESPONSIBILITIES OF SSA 1. SSA agrees to allow DHS to compare data provided by the Employer against SSA's database. SSA sends DHS confirmation that the data sent either matches or does not match the information in SSA's database. 2. SSA agrees to safeguard the information the Employer provides through E-Verify procedures. SSA also agrees to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security numbers or responsible for evaluation of E-Verify or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). 3. SSA agrees to provide case results from its database within three Federal Government work days of the initial inquiry. E-Verify provides the information to the Employer. 4. SSA agrees to update SSA records as necessary if the employee who contests the SSA tentative nonconfirmation visits an SSA field office and provides the required evidence. If the employee visits an SSA field office within the eight Federal Government work days from the date of referral to SSA, SSA agrees to update SSA records, if appropriate, within the eight -day period unless SSA determines that more than eight days may be necessary. In such cases, SSA will provide additional instructions to the employee. If the employee does not visit SSA in the time allowed, E-Verify may provide a final nonconfirmation to the employer. Note: If an Employer experiences technical problems, or has a policy question, the employer should contact E-Verify at 1-888-464-4218. D. RESPONSIBILITIES OF DHS 1. DHS agrees to provide the Employer with selected data from DHS databases to enable the Employer to conduct, to the extent authorized by this MOU: a. Automated verification checks on alien employees by electronic means, and Page 7 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 399 E-Verifv- or a..... .... zv. Company ID Number: 141330 b. Photo verification checks (when available) on employees. 2. DHS agrees to assist the Employer with operational problems associated with the Employer's participation in E-Verify. DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E-Verify process. 3. DHS agrees to provide to the Employer with access to E-Verify training materials as well as an E-Verify User Manual that contain instructions on E-Verify policies, procedures, and requirements for both SSA and DHS, including restrictions on the use of E-Verify. 4. DHS agrees to train Employers on all important changes made to E-Verify through the use of mandatory refresher tutorials and updates to the E-Verify User Manual. Even without changes to E-Verify, DHS reserves the right to require employers to take mandatory refresher tutorials. 5. DHS agrees to provide to the Employer a notice, which indicates the Employer's participation in E-Verify. DHS also agrees to provide to the Employer anti -discrimination notices issued by the Office of Special Counsel for Immigration -Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 6. DHS agrees to issue each of the Employer's E-Verify users a unique user identification number and password that permits them to log in to E-Verify. 7. DHS agrees to safeguard the information the Employer provides, and to limit access to such information to individuals responsible for the verification process, for evaluation of E-Verify, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security numbers and employment eligibility, to enforce the INA and Federal criminal laws, and to administer Federal contracting requirements. 8. DHS agrees to provide a means of automated verification that provides (in conjunction with SSA verification procedures) confirmation or tentative nonconfirmation of employees' employment eligibility within three Federal Government work days of the initial inquiry. 9. DHS agrees to provide a means of secondary verification (including updating DHS records) for employees who contest DHS tentative nonconfirmations and photo mismatch tentative nonconfirmations. This provides final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the notice as directed by E-Verify. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify Page 8 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 400 E-Veri fo Company ID Number: 141330 case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee's response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. After a tentative nonconfirmation, the Employer will refer employees to SSA field offices only as directed by E-Verify. The Employer must record the case verification number, review the employee information submitted to E-Verify to identify any errors, and find out whether the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security number, or any other corrected employee information that SSA requests, to SSA for verification again if this review indicates a need to do so. 4. The Employer will instruct the employee to visit an SSA office within eight Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 5. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. 6. The Employer agrees not to ask the employee to obtain a printout from the Social Security Administration number database (the Numident) or other written verification of the SSN from the SSA B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee's response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will instruct the Page 9 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 401 E-Verifv- or a..... .... zv. Company ID Number: 141330 employee to contact DHS through its toll -free hotline (as found on the referral letter) within eight Federal Government work days. 5. If the Employer finds a photo mismatch, the Employer must provide the photo mismatch tentative nonconfirmation notice and follow the instructions outlined in paragraph 1 of this section for tentative nonconfirmations, generally. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo mismatch, the Employer will send a copy of the employee's Form 1-551, Form 1-766, U.S. Passport, or passport card to DHS for review by: a. Scanning and uploading the document, or b. Sending a photocopy of the document by express mail (furnished and paid for by the employer) 7. The Employer understands that if it cannot determine whether there is a photo match/mismatch, the Employer must forward the employee's documentation to DHS as described in the preceding paragraph. The Employer agrees to resolve the case as specified by the DHS representative who will determine the photo match or mismatch. 8. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary 9. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. ARTICLE IV SERVICE PROVISIONS A. NO SERVICE FEES 1. SSA and DHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access E-Verify, an Employer will need a personal computer with Internet access. ARTICLE V MODIFICATION AND TERMINATION A. MODIFICATION 1. This MOU is effective upon the signature of all parties and shall continue in effect for as long as the SSA and DHS operates the E-Verify program unless modified in writing by the mutual consent of all parties. 2. Any and all E-Verify system enhancements by DHS or SSA, including but not limited to E-Verify checking against additional data sources and instituting new verification policies or procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. Page 10 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 402 E-Veri fo Company ID Number: 141330 B. TERMINATION 1. The Employer may terminate this MOU and its participation in E-Verify at any time upon 30 days prior written notice to the other parties. 2. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU, and thereby the Employer's participation in E-Verify, with or without notice at any time if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established E-Verify procedures and/or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect the performance of its contractual responsibilities. Similarly, the Employer understands that if it is in a state where E-Verify is mandatory, termination of this by any party MOU may negatively affect the Employer's business. 3. An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed. In such cases, the Federal contractor must provide written notice to DHS. If an Employer that is a Federal contractor fails to provide such notice, then that Employer will remain an E-Verify participant, will remain bound by the terms of this MOU that apply to non -Federal contractor participants, and will be required to use the E-Verify procedures to verify the employment eligibility of all newly hired employees. 4. The Employer agrees that E-Verify is not liable for any losses, financial or otherwise, if the Employer is terminated from E-Verify. ARTICLE VI PARTIES A. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DHS may adjust verification responsibilities between each other as necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. B. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. C. The Employer may not assign, directly or indirectly, whether by operation of law, change of control or merger, all or any part of its rights or obligations under this MOU without the prior written consent of DHS, which consent shall not be unreasonably withheld or delayed. Any attempt to sublicense, assign, or transfer any of the rights, duties, or obligations herein is void. D. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. E. The Employer understands that its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Page 11 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 403 eri]I .�......n Company ID Number: 141330 Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). F. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. The Employer understands that any inaccurate statement, representation, data or other information provided to DHS may subject the Employer, its subcontractors, its employees, or its representatives to: (1) prosecution for false statements pursuant to 18 U.S.C. 1001 and/or; (2) immediate termination of its MOU and/or; (3) possible debarment or suspension. G. The foregoing constitutes the full agreement on this subject between DHS and the Employer To be accepted as an E-Verify participant, you should only sign the Employer's Section of the signature page. If you have any questions, contact E-Verify at 1-888-464-4218. Page 12 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 404 � u_ � E-Ver Y�fl Company ID Number: 141330 Approved by: Employer Hardesty & Hanover, LLC Name (Please Type or Print) Title Billinghurst Michelle Signature Date Electronically Signed 08/01/2008 Department of Homeland Security — Verification Division Name (Please Type or Print) Title USCIS Verification Division Signature Date Electronically Signed 08/01/2008 Page 13 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 405 E-Verifv- or a..... .... zv. Company ID Number: 141330 Information Required for the E-Verify Program Information relating to your Company: Company Name Hardesty & Hanover, LLC Company Facility Address 1501 Broadway New York, NY 10036 Company Alternate Address County or Parish NEW YORK Employer Identification Number 453031954 North American Industry Classification Systems Code 541 Parent Company Number of Employees 100 to 499 Number of Sites Verified for 22 Page 14 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 406 E-Verifv- or Company ID Number: 141330 Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: CONNECTICUT 1 site(s) FLORIDA 3 site(s) ILLINOIS 1 site(s) KANSAS 1 site(s) LOUISIANA 1 site(s) MASSACHUSETTS 1 site(s) MARYLAND 1 site(s) MAINE 1 site(s) MICHIGAN 1 site(s) NORTH CAROLINA 1 site(s) NEW HAMPSHIRE 1 site(s) NEW JERSEY 4 site(s) NEW YORK 3 site(s) VIRGINIA 1 site(s) WASHINGTON 1 site(s) Page 15 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 407 E-Verifv- or Company ID Number: 141330 Information relating to the Program Administrator(s) for your Company on policy questions or operational problems: Name Susan Cohen Phone Number (646) 428 - 8520 Fax Number (646) 390 - 0800 Email Address scohen@hardesty-hanover.com Page 16 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 408 F-Verifv- or Company ID Number: 141330 Page intentionally left blank Page 17 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Packet Pg. 409 16.B.4.b Co per County Procurement Services Division _ Form 4: Vendor Submittal — Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida (Select County if Vendor is described as a Local Business) ® Collier County ❑ Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non -permanent structure such as a construction trailer, storage shed, or other non -permanent structure shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in Collier County or ❑ Lee County: ?n7n Number of Employees (Including Owner(s) or Corporate Officers): 4Sn Number of Employees Living in U] Collier County or [X—] Lee (Including Owner(s) or Corporate Officers):_ If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Siun and Date Certification: Under penalties of veriur, , I certili' that the information shown on this form is correct to m i knowledi e. Company Name: Hardesty R Hanover Cnnttri irtion SPrvic pP I I C Date: January 4. 2023 Address in Collier or Lee County: _S644 Tavilla Circlp Si Jtp )00h NanlPt. FI -1411D Signature: Title: Pri (-inal Packet Pg. 410 COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 16.B.4.b COLLIER COUNTY TAX COLLECTOR - 2800 N. HORSESHOE DRIVE - NAPLES FLORIDA 34104 - (239) 252-2477 VISIT OUR WEBSITE AT: www.colliertaxcollector.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2023 LOCATION- 5644 TAVILLA CIR #105 ZONED: PUD BUSINESS PHONE. 2394316313 STATE OR COUNTY LIC #: 29741 CLASSIFICATION: ENGINEERING BUSINESS CLASSIFICATION CODE. 03600101 This document is a business tax only. This is not certification that liceis i �"", It does not permit the licensee to violate any existing regulatory zoning laws unP"dlties nor does it exempt the licensee from any other taxes or permits that may be required by law. DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTIO1 FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. HARDESTY & HANOVER, LLC HARDESTY & HANOVER, LLC 5644 TAVILLA CIR #105 NAPLES, FL 34110 -THIS TAX IS NON -REFUNDABLE - DATE 07/06/202 AMOUNT 30.0 RECEIPT WWW-23-0004976 Packet Pg. 411 16. B.4.b Form W-V (Rev. October 2007) Department of the Treasury Internal Revenue Service M C 0_ c 0 0 N G. r- O �v o L5 a0 v aL a 0 Request for Taxpayer Identification Number and Certification Name (as shown on your income tax return) Hardesty & Hanover, LLC Business name, if different from above Give form to the requester. Do not send to the IRS. Check appropriate box: ❑ Individual/Sole proprietor ❑ Corporation ❑ Partnership S Exempt ❑X Limited liability company. Enter the tax classification (D=disregarded entity, C=corporation, P=partnership) ► ....... ❑ payee ❑ Other (see instructions) ► Address (number, street, and apt. or suite no.) Requester's name and address (optional) 1501 Broadway, Suite 601 City, state, and ZIP code New York, NY 10036 List account number(s) here (optional) rer Identification Number Enter your TIN in the appropriate box. The TIN provided must match the name given on Line 1 to avoid social security number backup withholding. For individuals, this is your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN on page 3. or Note. If the account is in more than one name, see the chart on page 4 for guidelines on whose Employer identification number number to enter. 45 : 3031954 Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and 3. 1 am a U.S. citizen or other U.S. person (defined below). Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the Certification, but you must provide your correct TIN. See the instructions on page 4. Sign Signature of Here I U.S. person ► General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Purpose of Form A person who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) to report, for example, income paid to you, real estate transactions, mortgage interest you paid, acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA. Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN to the person requesting it (the requester) and, when applicable, to: 1. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. If applicable, you are also certifying that as a U.S. person, your allocable share of any partnership income from a U.S. trade or business is not subject to the withholding tax on foreign partners' share of effectively connected income. Note. If a requester gives you a form other than Form W-9 to request your TIN, you must use the requester's form if it is substantially similar to this Form W-9. Date ► January 1, 2022 Definition of a U.S. person. For federal tax purposes, you are considered a U.S. person if you are: • An individual who is a U.S. citizen or U.S. resident alien, • A partnership, corporation, company, or association created or organized in the United States or under the laws of the United States, • An estate (other than a foreign estate), or • A domestic trust (as defined in Regulations section 301.7701-7). Special rules for partnerships. Partnerships that conduct a trade or business in the United States are generally required to pay a withholding tax on any foreign partners' share of income from such business. Further, in certain cases where a Form W-9 has not been received, a partnership is required to presume that a partner is a foreign person, and pay the withholding tax. Therefore, if you are a U.S. person that is a partner in a partnership conducting a trade or business in the United States, provide Form W-9 to the partnership to establish your U.S. status and avoid withholding on your share of partnership income. The person who gives Form W-9 to the partnership for purposes of establishing its U.S. status and avoiding withholding on its allocable share of net income from the partnership conducting a trade or business in the United States is in the following cases: • The U.S. owner of a disregarded entity and not the entity, Cat. No. 10231X Form W-9 (Rev. 10-2007) Packet Pg. 412 Client#: 239473 HARDHAN 16.B.4.b I ACORDTM CERTIFICATE OF LIABILITY INSURANCE D12/2 12/22/2022 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME: Jerry Noyola Edgewood Partners Ins. Center M E,�,770-220-7699 A/C, No: 3780 Mansell Rd. Suite 370 E-MAIL no ola re IIn ADDRESS: er ry• Y @g Y g•com Alpharetta, GA 30022 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Evanston Insurance Company 135378 INSURED INSURER B : Hardesty & Hanover Construction INSURER C Services, LLC INSURER D 1501 Broadway INSURERS: New York, NY 10036 INSURER F COVERAGES CERTIFICATE NUMBER: 23-24 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 CONTRACTOR 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 INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR PREMISES ERENTED r nce $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- POLICY PRO- JECT LOC PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DIED I I RETENTION $ r $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y f N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N / A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT I $ A Professional/ MKLV7PL0005646 1/01/2023 01/01 024 Per Claim $5,000,000 Pollution Liab. Aggregate $5,000,000 Deductible $500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION To Whom It May Concern 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 �%/ Dl © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD I Packet Pg. 413 #S5085337/M5075646 JN002 Client#: 25393 HARDHANO DATE (M 16.B.4.b I ACORDTM CERTIFICATE OF LIABILITY INSURANCE I 7/19/2022 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jerry Noyola Greyling Ins. Brokerage/EPIC PHONE 770-220-7699 FAX A/C, No, Ext : A/C, No): 3780 Mansell Road, Suite 370 E-MAIL oa re Iln ADDRESS:er ry•nol@g Y • g•com y Alpharetta, GA 30022 INSURERS AFFORDING COVERAGE NAIC # INSURED Hardesty & Hanover Construction Services, LLC 1501 Broadway New York, NY 10036 INSURER A: National Union Fire Ins Co of PA 19445 INSURER B : Aspen American Insurance Company 43460 INSURER C : New Hampshire Ins. Co. 23841 INSURER D : Zurich American Insurance Co 16535 INSURER E : COVERAGES CERTIFICATE NUMBER: 22-23 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 CONTRACTOR 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 INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR Contractual Liab. X X GL9566090 8/01/2022 08/01/2023 EACH OCCURRENCE $2 000,000 PREMISES Eaoccurence $500,000 X MED EXP (Any one person) $25,000 PERSONAL & ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: JECTPRO- POLICY X PRO- X LOC OTHER: GENERAL AGGREGATE $4,000,000 PRODUCTS - COMP/OP AGG $4,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY X AUTOS ONLY X X CA5425480 8/01/2022 08/01/202 Ea aBINGLE LIMIT cid.n1S 2,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ B UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X X CX009N722 8/01/2022 08/01/2023 EACH OCCURRENCE $10 000 000 X AGGREGATE $10 000 000 DED I X RETENTION $0 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N OFFICER/MEMBER EXCLUDED? F_N1 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A X WC043172130 8/01/2022 08/01/202 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 D Valuable Papers CPP943349014 8/01/2022 08/01/202 Limit $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION To Whom it May Concern 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 �%/ Dl © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD I Packet Pg. 414 #S3353136/M3353125 JNOY1 11 /30/22, 11:18 AM Related License Information Licensee Name: Rank: Primary Status: HARDESTY & HANOVER License Number: CONSTRUCTION SERVICES, LLC Registry License Expiration Date: Current Original License Date: Related License Information 29740 12/05/2011 License Status Related Party Relationship Relation Rank Expiration Number Type Effective Date Date 65981 Current, BLUNI, SEAN A Registry 12/05/2011 Professional 02/28/2023 Active Engineer https://www.myfloridalicense.com/relationList.asp?record_cnt=1&Licld=5255695&Lname=&datefrom=&LicNum=&dateto=&Fname=&Ca Packet Pg. 415 11/30/22, 11:20 AM Related License Information Licensee Name: HARDESTY & HANOVER, LLC License Number: 29741 Rank: Registry License Expiration Date: Primary Status: Current Original License Date: 12/05/2011 Related License Information License Status Related Party Relationship Relation Rank Expiration Number Type Effective Date Date 65981 Current, BLUNI, SEAN A Registry 12/05/2011 Professional 02/28/2023 Active Engineer https://www.myfloridaIicense.com/relationList.asp?record_cnt=1&Licld=5255703&Lname=&datefrom=&LicNum=&dateto=&Fname=&Cat Packet Pg. 416 Cot r County Email: Leeann.Charleskcolhercountyfl.gov Telephone: (239) 252-4270 Procurement Services Division Addendum 1 Date: January 10, 2023 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #1, 23-8068 CEI Services for Stan Gober Bridge Rehabilitation Project The following changes are made to the above -mentioned Collier County solicitation: Change 1. Extend Q & A deadline and Bid due date. QUESTION & ANSWER jar 5, 2023 AT 5100 PA4 January 19, 2022 AT 5:00 PM DEADLINE: OPENING DAY/DATE/TIME: january 12,2023AT'00 January 26, 2023 AT 3:00 PM Change 2. Please see the following additional documents. 1. Final Plans 2. Technical Special Provisions If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above reference so ' ation. January 13, 2023 (Signat ) Date Hardesty & Hanover, LLC (Name of Firm) Packet Pg. 417 Cot r County Email: Leeann.Charleskcolhercountyfl.gov Telephone: (239) 252-4270 Procurement Services Division Addendum 2 Date: January 26, 2023 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #2, 23-8068 CEI Services for Stan Gober Bridge Rehabilitation Project The following clarifications are issued as an addendum: Change 1: The proposal due date and Question and Answer deadline have been extended as follows: Proposal Bid Opening Date/Time: Tana^ y 26, 2023 at 3:00p February 9, 2023 at 3:OOpm Questions and Answers Deadline: januar-y 192023 at 5:00p ., February 2, 2023 at 5:OOpm If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced soliclt4tion. January 26, 2023 Date Hardesty & Hanover, LLC (Name of Firm) Packet Pg. 418 II 5644TAVILLA COURT, SUITE 105 I I I H&H N 239.4 1. 34110 16 T: 239.431.6316 FL@HARDESTYHANOVER.COM Packet Pg. 419 a6pla8 lelaowoW aagog ue;S SaolnaaS 133 9909-£Z VSd : 6Z£SZ) BUIMUeN IeU13 9908-£Z :IU8WLj3eljv L � O 0 H tn oc C y y O N C O U C s ti t- 00 N C tC a M N O � 'C� N � M C� O1 Ci O CJ .O L`J O i. .0 C C� N � C C a � N � � U 0 0 .y U w U i-I o U U U Q �CZ � w a 0 N a. d m a. DocuSign Envelope ID: 5F0954E7-9530-464B-9D70-A772A477E4E4 16. B.4.d Co#er Count y Procurement Services Division Notice of Recommended Award Solicitation: 23-8068 Title: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project Due Date and Time: February 9, 2023, at 3:00 PM EST Respondents: Company Name City County State Final Responsive/Responsible Ranking Hardesty & Hanover Naples Collier FL 1 Yes/Yes Construction Services, LLC Utilized Local Vendor Preference: Yes 0 No - Recommended Vendors) For Award: On December 9, 2023, the Procurement Services Division issued Request for Professional Services (RPS) No. 23-8068, CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project, to nineteen thousand and four (19,004) vendors, sixty-three (63) vendors viewed the solicitation information. The due date was extended twice for an additional two (2) weeks each time. Staff performed additional vendor outreach, and one (1) proposal was received by the February 9, 2023, deadline. Staff found the proposer to be responsive and responsible. The Selection Committee convened on March 22, 2023, scored the proposal, and established a final ranking as shown above. Staff is recommending negotiations with Hardesty & Hanover Construction Services, LLC. Contract Driven = Purchase Order Driven 0 Required Signatures Project Manager:PWIK& 3/29/2023 J g n�,e.. Procurement Strategist:°3/30/2023 Procurement Services Director: Sandra Herrera 3/30/2023 Date Packet Pg. 421 WRequest for Professional Services CEI Services for Stan Gober Memorial '0113rid a Repair/Rehabilitation Project 1 RPS NO.23-8068 —J-J] IMTi7 _ 5644 Tavilla Court Suite 105 Naples, FL 34110 T: 239.431.6316 www.hardestyhanover.com February 9, 2023 Leeann Charles Procurement Strategist Procurement Services Division 3295 Tamiami Trail East, Bldg C-2 Naples, Florida 34112 Re: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project (RPS No. 23-8068) Dear Ms. Charles and Selection Committee: Hardesty & Hanover (H&H) is pleased to submit our qualifications to serve as Project Engineer to provide construction engineering and inspection (CEI) services for the bridge rehabilitation of Stan Gober Memorial Bridge. Our team, which includes Volkert, Inc. for underwater inspection, is perfectly suited for this assignment for the following reasons: • Bridge Experience: Our CEI staff and designers have extensive experience administering bridge contracts and reviewing bridge plan sets. Our team has experience with coatings, integral pile jackets, arc welding, and cathodic protection, as well as concrete crack and spall repairs, which is similar in scope to the Stan Gober Bridge Rehabilitation project. Many of our staff hold NACE certifications necessary for this type of work. • Collier County Experience: H&H staff have previously performed contracts in Collier County, including the Gator Canal Bridge Replacement project. H&H currently serves as the CEI for the Golden Gate Bridge Replacement and Veterans Memorial Boulevard Extension Phase I projects. This valuable experience directly qualifies us for this project by having excellent working relationships with County design and construction staff, knowing the submittal routing process, and understanding your expectations. • Local Office: H&H has a local office that can service this project. A new office at the Napoli Center located at the intersection of Immokalee Road and 1-75. • Qualified Staff: The H&H team will be led by Fred Wiedner, who is serving in the role of Project Administrator on multiple ongoing Collier County projects. Additionally, our team offers the services of Steven Nappi, PE, well known in Collier County as a Senior Project Engineer capable of assisting with testing and inspection duties as required and Nicole Nappi who serves as Contract Support Specialist. We look forward to the opportunity to provide CEI services required under this contract. Should you have any questions, please contact Steve by telephone at 239.229.5853 or email at snappi@hardestyhanover.com. Thank you in advance for your consideration. Sincerely, Hardesty & Hanover Construction Services /ichael S' eno, PE Principal CEI Services for CO Ter COUHty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Table . f Contents I Section 1: Ability of Professional Personnel............................................................................................................................1-1 Section 2: Certified Minority Business Enterprise.................................................................................................................2-1 Section3 Past Performance..........................................................................................................................................................3-1 Section 4 Project Approach, Willingness to Meet Time and Budget Requirements..........................................4-1 Section5: Location.............................................................................................................................................................................5-1 Section 6: Recent, Current, and Projected Workloads of the Firm...............................................................................6-1 Section 7: Required Forms Hardesty -&Hanover C011ACT C01414ty LA fD n O I -A Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 1: Ability of Professional Personnel I0I H&I--I CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 The Hardesty & Hanover (H&H) team is prepared to provide construction engineering and inspection (CEI) services and design reviews by our renowned designers on the Stan Gober Memorial Bridge Rehabilitation project. We anticipate design reviews to commence mid-2023 and a construction start early 2024 with an approximate two-year contract duration. The timing of the project aligns well with our current workload as we anticipate completion of the County's Veterans Memorial project in April 2023 and the Golden Gate Bridge in November 2023. H&H's experience with bridges, successful Collier County project, and Naples office with local staff positions us well for this assignment. Combining the experience gained from our Collier County projects allows our team to prepare for this assignment with minimal involvement from County staff. The H&H team will hit the ground running with no learning curve. Ability of the Team H&H's commitment to deliver quality projects within budget has consistently been displayed through our efforts of staffing Collier County projects. Our team is accustomed to working with limited CEI budgets while ensuring client expectations are met. This is attributed in part by the qualifications and experience of our staff. Our proposed team for this assignment is knowledgeable in all the work areas of this project, specifically concrete crack and spall repair and concrete pile jackets. Steve Nappi, PE, is being proposed in the lead role as Senior Project Engineer (SPE). He will be responsible for overseeing the performance of our team and ensuring the successful delivery of a quality project to Collier County. Fred Wiedner will serve as the Project Administrator. Fred has significant bridge construction experience having owned a bridge construction firm and serving as Project Manager/Project Administrator on previous bridge contracts. Inspection efforts will be led by one of our qualified inspectors. It is too early to assign one at this time as work is slated for 2024 but we can assure they will meet the qualifications set forth in the RFP. Additional H&H staff possess extensive experience relevant to the work required under this rehabilitation project and can be used as resources to our local staff. Steve Nappi, PE — Senior Project Engineer Steve will be responsible for the delivery of the project and overall performance of the team assigned to this contract. He has 17 years of CEI experience in Florida working on various bridge replacement projects. His career has allowed him to work with various clients, with the majority of his most recent projects being managed by Collier County. After successfully completing the National Highway Institute's Inspection of In -Service Bridges, Steve has assisted clients in reviewing bridge inspection reports and performing inspections of bridges to offer repair procedures for cracked and spalled concrete, as well as marine revetment to combat erosion. The Sanibel Causeway and Boca Grande bridge repairs are examples of successful construction which utilized his expertise. Fred Wiedner — Project Administrator Fred has over 25 years of bridge and roadway construction and inspection experience. Most notably, as a heavy highway contractor specializing in the construction of bridges built for dozens of governmental entities, including the Missouri and Kansas Departments of Transportation; U.S. Federal Highway Administration; Kansas City and City of St Joseph, Missouri; City of Overland Park Kansas; and multiple private developers. As a general contractor he was involved in providing constructability reviews, cost estimating, and scheduling to ensure project success. His responsibilities also involved management of overall direction, completion, and financial outcome of multiple large-scale civil construction projects in Southwest Florida. These projects include new bridge work, roadway, utilities, and Collier County airport authority paving projects. Additionally, as project manager, Fred oversaw rehabilitation of the Golden Gate Bridge over the Golden Gate Main canal connecting Tropicana Boulevard to Golden Gate High School. This project included concrete spall and crack repairs utilizing methacrylate, bridge abutment coatings, and other work items similar to work j j H&H 1-2 CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 required on the Stan Gober Bridge rehabilitation project. This experience has translated well in his new role of Project Administrator at H&H, as evidenced by his success serving in this capacity on several Collier County projects. Fred is a team leader able to provide consensus among project stakeholders Brendan O'Shea, PE — Principal In Charge/Quality Control Brendan has formal training and experience in coatings and metalizing. Mr. O'Shea is a professional engineer with SSPC C-1 (Protective Coatings) and C-3 (Lead Removal) certifications. He has overseen metalizing of several structures including the Delaware River Joint Toll Bridge Commission Lower Trenton Bridge. This bridge underwent abrasive blasting and metallizing of the entire superstructure floor system utilizing an 85%zinc/15% aluminum electric -arc metallizing process. Metallizing was used to provide enhanced corrosion protection vs. conventional coating systems due to frequent impact damage from flood debris travelling downstream. Mr. O'Shea has also overseen metallizing of several NY State Thruway bridges utilizing the same electric arc process and he managed metallizing of sections of the Robert F. Kennedy Bridge utilizing a zinc flame spray process. Brendan oversees several staff members with relevant experience. Brian Mendonca, PE — Metalizing & Paint Specialist Similar to Brendan, Brian has formal training and experience in coatings and metalizing and is a professional engineer with SSPC C-1 (Protective Coatings) and C-3 (Lead Removal) certifications. Brian has managed metallizing projects for NYCDOT and TBTA and is able to serve as a resource to our team. Tom Cirrinicione, PE — Metallizing & Paint Specialist H&H Resident Engineer, Tom recently completed a project which included installation of approximately 2,000 galvanic anodes at various concrete repair locations at the Verrazano Narrows Bridge. The anodes were tied to exposed rebar at the repair locations and tested for electrical conductivity prior to the placement of concrete. Rob Laurice, PE — Metallizing & Paint Specialist H&H Resident Engineer Rob served as Engineer -in -Charge for the Robert Moses Causeway over Great South Bay N/B Superstructure Steel Cleaning and Painting and Concrete Substructure Repairs. This project included the installation of approximately 6,500 galvanic anodes prior to placing concrete inside the fiberglass pile jackets. Marco Lara, PE — Cathodic Protection Working from H&H's Tampa office, Marco has 17 years of experience in the preparation of electrical design for roadway lighting plans; electrical power and control system plans; and technical specifications of bridges, toll facilities, highways, and other infrastructure projects. His responsibilities include design and specification of electrical control systems, power systems, major drive systems, lightning protection, roadway/interior lighting design, and backup power generation systems for movable bridge projects. Important to this project, Marco has provided specialty engineering design and specification of cathodic protection (CP) systems that include impressed current, sacrificial anode, impressed -current cathodic protection (ICCP) pile jackets, and galvanic pile jacket systems for movable and fixed bridges. He has performed shop drawing review of anode selection, construction methods, anode test procedures, cathodic protection quality control plans, and Cathodic Protection Specialist field testing and final reports. He is also a NACE Certified CP1 and CP2 Cathodic Protection Tester and Certified Corrosion Technician. His experience and credentials assures our team has the required resources during both the design and construction phases. Frank Altro, PE — Cathodic Protection H&H electrical engineer, Frank has extensive knowledge in cathodic protection, including field experience, gathered during his work on the 1-90 floating bridges in Seattle. Specifically, he has been involved in the testing of DC rectifiers, anode inspection, and electrical measurements for the proper implementation of cathodic protection based on site conditions; he also assisted in the preparation and review of the final field report and recommendations. Frank has received formal cathodic protection technical training at WADOT's Mercer Island bridge office in Washington State. H&H's recent experience on the Gator Canal Bridge Replacement and Veterans Memorial Design -Build contracts has given us the experience to successfully deliver this rehabilitation project. The experience gained from these two projects provide our team with the knowledge of the County's processes and procedures, allowing for minimal involvement from County staff. 11111 H&H 1-3 CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Desian Reviews Understanding the importance of a complete plan set meeting criteria set forth in the RFP, H&H is offering our design group to perform reviews of developing plan sets prior �' � provided plans een in to the final plans being released for bid. Our design team has successfully performed and 'findings' ' reviews on the Veterans Memorial Phase I and Golden Gate Bridge projects. Findings theproject approachab from these reviews were shared with the County and engineer of record (EOR) and required appropriate responses from the FOR prior to closing the comments. The reviews were also performed within original budgets. Our Florida CEI and Design teams have worked together for years and have an efficient and symbiotic relationship, which will allow for productive reviews. In addition, their previous experience working together on Collier County contracts allows our team to build a synergy that is unmatched. Furthermore, their experience on concrete repairs and substructure rehabilitation will be valuable on this assignment. Utilization of Subconsultants The following subconsultants have been added to our team to provide as needed services required under this contract. Volkert, Inc., Underwater Inspection Volkert is a nationally recognized bridge safety inspection firm providing over 30,000 inspections in the past 20 years. Volkert helps to maintain the safety and structural integrity of our nation's transportation VOLKERT infrastructure through both systematic bridge inspections and emergency response efforts. Volkert partners with the Federal Highway Administration, state DOTS, and federal, state, county, and city agencies to deliver expert bridge inspection services throughout the United States in compliance with the FHWA's NBIS program. To support our safety inspection and reporting services, Volkert staff will provide underwater inspections, load ratings, scour analyses, scour counter-measure recommendations and design, and bridge repair recommendations and design. Volkert's bridge inspection unit includes more than 75 certified and credentialed staff, including professional engineers, certified bridge inspectors, and certified divers. Our clients range from local governments to state agencies to the federal government. Volkert provides a single point of contact who works as an extension of our client's staff to inspect, maintain, and preserve key structures. Our staff maintains a broad range of current certifications, including: • NHI 130055 & NHI 130053 Safety Inspection of In -Service Bridges • NHI 130078 Fracture Critical Inspection Techniques for Steel Bridges • NHI 130087 Inspection & Maintenance of Ancillary Highway Structures • NHI 130110Tunnel Safety Inspection • NHI 130091 Underwater Bridge Inspection • NHI 135046 & NHI 135047 Stream Stability & Scour at Highway Bridges • NHI 130099 Non -Destructive Evaluations • Open Water Diving • Dry -Suit Diving • Surface Supplied Shallow Water Air Diving • Commercial Diving H2R Corp (SBE), Materials Testing and Geotechnical H2R provides a wide range of geotechnical engineering and construction services to a diverse portfolio of public and private clients. H2R provides geotechnical engineering, foundation testing and inspection, m subsurface exploration and drilling, specialty construction support and verification, materials testing and kIH2R inspection services, and CEI support services throughout Florida. Complete field services and accredited Jr Iittlllt LlEJI I,-I�ttN, . laboratory facilities are in the Tampa Bay, Fort Myers, and Ft. Lauderdale/Miami Areas. H2R is a FDOT-certified MU ADEL ❑N IN-ECRIH. Small Business Enterprise. 1j1j1 H&H 1-4 CEI Services for CO Ter County Organization Chart Stan Gober Memorial Bridge Repair/Rehabilitation Project C O Ter C OLlnty Specialized Resources Technical Advisors Henri Sinson, PE Peer Reviews�- J. Webb Jones, III, PE (Roadway) Brian Mendonca, PE Stephan Heimburg, PE Robert Hideck, PE (TTC) Tom Cirrinicione, PE Lisa Heimburg, PE James Englert, PE (Structures) Rob Laurice, PE RPS No.: 23-8068 Marco Lara, PE Andrew Barthle, PE Frank Altro, PE 11111H&H 1-5 Coll e-r County 00%h- —0---ownw.- Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 2: Certified Minority Business Enterprise I�IH&I--I CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 H&H is not a certified minority business enterprise (MBE). However, we are proud of our history working with local MBE firms throughout Florida. Hardesty&Hanover 2-1 Coll e-r County 00%h— —0---ownw.- Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 3: Past Performance I0IH&I--I CEI Services for Co Ier C01414ty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Gator Canal Bridge Replacement Collier County, FL This Collier County project required the replacement of the structurally obsolete bridge spanning Gator Canal on CR 836. The construction was Project Reference phased to maintain two lane traffic as Immokalee Road was the main Owner: Collier County route to downtown Naples for the roughly 30,000 Immokalee Contact: John Conti residents. Maintaining two lanes of traffic was made difficult as the T. 239.253.0354 current bridge constructed in 1955 (widened in 1977) had many E. john.conti@colliercountyfl.gov deficiencies in the timber pile foundations as noted in FDOT bridge Role: Construction Project Manager inspection reports. Additionally, workers had to remain cognizant in CEI Completed the tight work zone and staging areas due to vehicles traveling at a 2021 high rate of speed and a high volume of truck traffic. The new bridge Construction Completed was founded on 24-inch square piles with cast -in -place (CIP) caps and 2021 a 1-foot, 6-inch CIP deck. The new bridge was constructed wider to Construction Cost accommodate 12-foot travel lanes and 10-foot shoulders. Guardrail, $1.38 million shoulder widening, milling and resurfacing, and riprap completed the Key Personnel work. Steve served as the Senior PE and was responsible for the Steven Nappi, PE, Senior Project Engineer performance of the team. His duties included claim mitigation, schedule reviews, reviewing contract documents, attending progress meetings, reviewing progress pay estimates and change orders, preparing CEI monthly invoices, and ensuring field staff had the proper training and equipment. Hardesty&Hanover IN CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Hardesty&Hanover 3-2 Co Yer C01414ty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Continuing Services Agreement for Transportation Engineering (22-8054) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nappi, PE (Name of Individuals Requesting Reference Information) Name: John Conti (Evaluator completing reference questionnaire) Email:john.conti@colliercountyfl.gov FAX: N/A company: Collier County Transportation (Evaluator's Company completing reference) Telephone: 2 3 9.2 5 3.0 3 5 4 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Gator Canal Bridge Replacement Project Budget: $1,386,643.50 Completion Date: I1119,12022 Project Number of Days: Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 9 2 Ability to maintain project schedule (complete on -time or early). 8 3 Quality of work. 9 4 Quality of consultative advice provided on the project. 9 5 Professionalism and ability to manage personnel. 9 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 9 8 Abiltity to manage risks and unexpected project circumstances. 9 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 9 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 90 CEI Services for Co Ter County Gasparilla Island Swing Span Charlotte County, FL Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 H&H provided comprehensive design services for the replacement of Project Reference the Gasparilla Island Swing Bridge which included field inspection, a feasibility study, complete design, and post -design engineering Owner: Gasparilla Island Bridge Authority support. Our Project Manager, Steve Nappi performed CEI on the replacement project and was responsible for construction and administrative aspects of the new bridge, including review of contract documents and shop drawings; coordination of field inspection of structural, mechanical, and electrical components; assisting in preparation of progress pay estimates; updating shop drawing submittal logs; preparing the final as-builts, computation books, and pay item overruns/underruns; and reviewing daily reports of construction. Steve kept the client abreast of all situations affecting the project and attended meetings regarding construction claims to provide his professional opinion and recommendations on how to proceed. This project finished ahead of schedule and only saw a 5% increase from the contractor's original bid, which is a huge accomplishment given the project's complexity and issues faced. Once the project was completed in 2016, Steve was retained by GIBA to serve as the Project Manager for a miscellaneous service contract which H&H currently holds today. Tasks awarded under this contract include: • Providing On -Call Assignments for Bridge Issues. H&H has been retained on several occasions to troubleshoot issues encountered during operation of the bridge. Assignments have included addressing noises within mechanical components which were covered under manufacturer's warranty, the malfunction of a drive motherboard, failure of the bridge end lift to drive under generator power due to a faulty surge suppressor, limit switch malfunctions, shorting of electrical components and rewiring with spares, and PLC error messages. Performing New Swing Bridge Quarterly Inspection. Steve meets with GIBA staff quarterly to inspect the project and review available documentation. He often provides recommendations for repairs of deficient items like concrete cracks and spalls and direction on how to monitor items between inspections so they can be reviewed during future inspections. Contact: Kathy Banson-Verrico T.941.697.2271 ext. 2 E. kathygiba@earthlink.net Role: Executive Director 2016, Misc. Services Contract -Ongoing Construction Completed 2016 $18,718,505.72 Steven Nappi, PE, Project Engineer • Providing Annual Inspection Report Reviews. In conjunction with the quarterly inspections above, Steve is tasked with reviewing annual bridge inspection reports, tracking the changes from previous reports, and discussing the findings with GIBA staff and their Engineering committee. Steve has attended the National Highway Institute's Inspection of In -Service Bridges course affording him the knowledge of how to interpret the findings of the report. • Designing a repair for noise emanating from Bearing Pillow Block. H&H designed a dowel repair using an FN2 fit to resist movement of the pinion bearing pillow block. This required close coordination with the Coast Guard as a bridge closure was necessary. The repair was implemented under the supervision of Steve and eliminated the noise. Hardesty&Hanover 3-3 CEI Services for Co Ier Cova.-Mty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Developing an Auxiliary Jacking System Design. GIBA desired to have an auxiliary jacking system designed and installed should a catastrophic event rendered the end lift reducer useless. Preliminary drawings by H&H designers were provided to H&H CEI staff. The CEI team constructed wooden prototypes of the jack stands to ensure the jack stands and system would fit due to very tight constraints. The drawings were modified based on the findings in the field which resulted in a system being installed correctly the first time. This was a great collaboration and highlights the strength of having one team perform both design and CEI. Performing Coating Analysis. Findings in the annual bridge inspection report showed rusting of steel components which could not be reached by maintenance crews. GIBA requested an analysis of the existing coating system which was performed by NACE certified H&H paint inspectors. We also secured the TTC contractor and snooper truck to complete the work. A formal report detailing the findings, recommended approach, and estimates were provided. Hurricane Ian Damage Assessment. H&H was responsible for assessing damages caused by Hurricane Ian. Our team mobilized, identified components requiring replacement, and assisted GIBA staff with adjusting machinery in the field. Though our efforts, we were able to get the bridge operational in one day. Hardesty&Hanover 3-4 Co Yer COUVIty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project (23-8068) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nabbi, PE (Name of Individuals Requesting Reference Information) Name: Kathy Banson-Verrico company: Gasparilla Island Bridge Authority (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: kathy@giba.us FAX: 941.697.56929 Telephone: 941.697.2271 ext.2 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Professional Eng Continuing Srvcs Completion Date: 5/25 (estimated) Project Budget: $40,000.00 (tasks -to -date) Project Number of Days: 1 Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 10 4 Quality of consultative advice provided on the project. 10 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 10 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 100 CEI Services for Co 7eY CDunty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Professional Miscellaneous Services Contract Lee County, FL H&H was awarded this three year miscellaneous services contract which requires firms capable of project design and plans preparation, CEI, construction contract administration and post -design, evaluations, feasibility and planning studies, utility coordination and utility relocation plans, environmental assessments and environmental permitting, and reporting, public involvement program, engineering and land surveys, construction stake -out and as -built survey; landscape and irrigation plans, geotechnical services and subsurface utility exploration, structural inspections and analysis, permits and permit compliance, final bidding assistance and contract documents, cost estimates, watershed, stormwater and drainage monitoring and improvements, hydraulic and water quality monitoring and improvements, ground water monitoring, analysis, and evaluation; and erosion control. To date we have been assigned the following task work orders: Owner. Lee County Contact. Mike Padgett 1500 Monroe Street, Ft. Myers, FL 33901 T. 239.707.9402 E. mpadgett@leegov.com Ongoing As -needed Steven Nappi, PE • Monitoring of the Harbor Drive Bridge. The abutments of the bridge were experiencing movement. Previous repairs to resist the movement have appeared to be ineffective. H&H was approached by the County to monitor the settlement and provide a fix. H&H CEI crews performed a field review of the project and determined the monitoring site would not accurately indicate the movement of the abutments. New measurement points were placed, and initial readings were retrieved and detailed on an Excel spreadsheet. As a cost savings to the County, we proposed that they monitor the new points and if settlement was witnessed, we would get with our designers to implement repairs. • Sanibel Bridge Diaphragm Repairs. H&H CEI was assigned a taskwork order to provide CEI inspections of a diaphragm repair on the Sanibel bridge. Under this assignment, a plan review of the repair designed by others was performed by the CEI team and findings were shared with H&H designers. Through internal discussions, H&H determined the cracking was caused by beam creep and additional movement was not anticipated. Additionally, destructive testing was performed which revealed reinforcing steel was not installed per plan and the concrete had insufficient strength. H&H summarized that the repair could result in simple spall repairs performed by in house County staff. To prove this, we recommended that spall repair work occur above the maintenance road so that specialized equipment was not required overthe waterway. This repair could be monitored through hot and cold seasons until April which is when the rehabilitation project was to begin. To date the repairs are holding up and the County does not anticipate the need to perform the rehabilitation contract, saving the County over $1 million in construction costs and $130,000 in H&H's CEI fee for the task. This is a great example of our firm's desire to provide exceptional e. - - service and cost savings through outside the box thinking. • Matlacha Bridge Hurricane Ian Damage Assessment. H&H was tasked with assessing the damage caused by Hurricane Ian. Our mechanical and electrical engineers led by CEI team member Steve Nappi, assessed the damage, determined whatwas needed fortemporary operation, and prepared a report documenting thefull permanent repairs. Our team was able to assist County staff and had the bridge operational using bypasses in one day, and no bypasses in two days. • Lee County Signals Hurricane Ian Damage Assessment. H&H was contracted to assess damages of 66 County signalized intersections in Cape Coral caused by Hurricane Ian. With only days noticed, our team mobilized and efficiently documented over $2.5 million in damages. Hardesty&Hanover 3-5 Co Yer COUVIty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project (23-8068) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nabbi, PE (Name of Individuals Requesting Reference Information) Name: Avelino Cancel, PE (Evaluator completing reference questionnaire) Email: acancel@leegov.com FAX: N/A company: Lee County (Evaluator's Company completing reference) Telephone: 239.707.6988 Collier County has implemented a process that collects reference information on firms and their key personnel to be used in the selection of firms to perform this project. The Name of the Company listed in the Subject above has listed you as a client for which they have previously performed work. Please complete the survey. Please rate each criteria to the best of your knowledge on a scale of 1 to 10, with 10 representing that you were very satisifed (and would hire the firm/individual again) and 1 representing that you were very unsatisfied (and would never hire the firm/indivdival again). If you do not have sufficient knowledge of past performance in a particular area, leave it blank and the item or form will be scored "0." Project Description: Sanibel Bridge Diaphragm Repairs Project Budget: Varies per task work order Completion Date: Ongoing Project Number of Days: Varies per task work order Item Criteria Score (must be completed) 1 Ability to manage the project costs (minimize change orders to scope). 10 2 Ability to maintain project schedule (complete on -time or early). 10 3 Quality of work. 9 4 Quality of consultative advice provided on the project. 9 5 Professionalism and ability to manage personnel. 10 6 Project administration (completed documents, final invoice, final product turnover; invoices; manuals or going forward documentation, etc.) 9 7 Ability to verbally communicate and document information clearly and succinctly. 10 8 Abiltity to manage risks and unexpected project circumstances. 10 9 Ability to follow contract documents, policies, procedures, rules, regulations, etc. 10 10 Overall comfort level with hiring the company in the future (customer satisfaction). 10 TOTAL SCORE OF ALL ITEMS 97 CEI Services for Co 7eY CDunty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Veterans Memorial Boulevard Phase I Design -Build Collier County, FL H&H serves as a prime consultant for Collier County, providing CEI services for the ongoing roadway extension and widening of Veterans Memorial Boulevard. Phase I is a design -build contract that extends and widens 1.4 miles of existing road while adding three signalized intersections, concrete sidewalks, and street lighting throughout the length of the project. The project will install more than 4,000 feet of watermain and force main, as well as several thousand feet of drainage pipe with structures leading to new ponds. Multiple temporary traffic control (TTC) phases are required to construct the project. Owner. Collier County Contact: Bee Thao 2885 South Horseshoe Drive, Naples, FL 34104 T. 239.206.0194 E. Bee.Thao@colliercountyfl.gov Role: Project Manager Completed 2023 Anticipated Construction Cost $10.1 M (construction) /$1.2M (fees) Steven Nappi, PE; Fred Wiedner; Nicole Nappi; Brandon Varela Hardesty&Hanover 3-6 Coll e-r County 00%h- —0---ownw.- Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 4: Project Approach, Willingness to Meet Time and Budget Requirements CA n O O I0I H&I--I CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 H&H's approach to this project begins with a thorough understanding of the work required under this contract. We understand the Stan Gober bridge is in need of rehabilitation for superstructure and substructure components, including concrete crack and spall repairs to the deck, beams, diaphragms, and columns. Beam ends will receive a spray zinc coating and the substructure will receive concrete jacket overbuilds with cathodic protection and riprap to fill areas of scour. We will discuss each of these activities and how the H&H team is poised to handle the CEI responsibilities. We understand the selected team will provide plan reviews prior to the plan set being released to contractors for bids. H&H has performed the design and plan reviews of numerous bridge rehabilitation projects, as well as two Collier County design -build contracts, Veterans Memorial and Golden Gate Boulevard. The Stan Gober project is unique in that cathodic protection and zinc coatings are to be used to combat the aggressive corrosive environment caused by the high salinity of Whisky Creek. H&H's Lead Electrical Engineer Marco Lara, PE, will be instrumental in ensuring complete plan sets are provided. We anticipate design reviews to be performed mid- to late 2023. Construction is anticipated to begin early 2024 with a contract duration of 750 days. The contractor will determine their work plan, which may start with either the substructure or superstructure repairs. Alternatively, there is an option to work the two areas concurrently, which may lead to a reduced construction duration. Pay Items Careful review of contract documents will be required to ensure payments made to the contractor are correct. Field records provided by inspection staff will need to be obtained properly so office staff can process accurate estimates. The method of measurement will be identified in the pay -specific items in the work described below. Superstructure Rehabilitation Concrete repairs Under this contract, delaminated, spalled, and cracked concrete are to be repaired. The deficient areas are identified on sheets B1-4 and found on the top and bottom of the deck as well as fascia of concrete structures. Delaminated areas will be marked in the presence of our inspectors. Once those areas are demolished, the contractor will apply the repair procedure for the specific spall encountered. There are different repair procedures for cosmetic spalls and spalls with or without exposed reinforcing steel, which will be applied accordingly. In areas where reinforcing steel is exposed and a section loss of 25% or more is present, new bars will be lapped in the area meeting splice lengths shown on sheet 131-5. Reinforcing steel will be cleaned to SSPC-SP2 or SSPC-SP7 standards. H&H has recently performed spoll and crack repair work on the Sanibel Bridge Rehabilitation project. Hardesty&Hanover 4-1 CEI Services for Co Ier Cova.-Mty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Deck Repairs Eastbound Spans 1-10 require removing the top 1.5 inches and replacing with class IV concrete that has a shrinkage reducing admixture (SRA). We believe the eastbound lanes issues, beginning at the west abutment, are due to salt water from trailered boats exiting the boat ramp at the southwest corner of the bridge. To perform the repairs, traffic will be shifted the westbound lanes using type k temporary barrier wall and portable signals to control the one lane two-way traffic. Proper TTC setup and monitoring of the temporary signals will be critical during this operation. On previous Collier County projects, TTC devices were summarized as one lump sum in the summary of quantities. We see this plan set has a breakdown of TTC devices, which offers the possibility of overruns if anticipated phase durations are exceeded. We will confirm this with County staff if selected. Regardless, we are prepared to track the quantities in the method required by the contract (lump sum or unit price) complete, a penetrating corrosion inhibitor will be applied to the entire deck. . Once repairs are While performing our preproposal assessment of this project, we noted significant damage to the slope protection at the southeast corner of the bridge. If the County desires to have this, and any other additional storm damage repair occur during the Stan Gober Bridge rehabilitation project, H&H can handle this work as well. In the past several months, H&H has been involved in the post storm inspection of multiple bridges for FDOT District 1 and other local entities. We are also involved in the redesign and CEI services of some of these bridges. We need to review the requirements of planing and grooving of the bridge deck topping with the engineer of record (EOR). There is currently no mention of it in the plans or Technical Special Provisions (TSP). Planning can be waived if a satisfactory surface is obtained, but we believe grooving will be required to ensure water is removed from the roadway. There will be implications if planing is required including adding the sacrificial thickness (typically .25 inches) to the overall deck thickness and ensuring poured joint repairs Method of are at the proper height after . • . planing. * Penetratinq Corrosion Inhibitor - The work involves removing and repairing 1,064 linear feet of expansion joints with poured joint and backer rod in accordance with FDOT standard index 458-110. This is the full width of roadway at each of the 23 expansion joints. Work will have to be coordinated as traffic should not be allowed on the joints until initial set occurs (typically one hour after placement). This may require the contractor to hold off on joint repairs after the type k barrier wall is removed so two lanes are available to divert traffic around the joints. Beam Repairs We anticipate the use of a snooper truck to access the beams slated for repair due to the height of the bridge. Our team has used this method of access on the Gasparilla Island and Sanibel bridges and understand that correct setup of TTC on the bridge is imperative for the safety of the workers. We will monitor the setup during construction and emphasize the importance with the contractor. Important to note, is this - work will need to be coordinated with the deck` repair as the snooper truck will not be allowed to take the only travel lane. Crack and spall repairs Hardest &Hanover 4-2 CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 are required prior to zinc metallizing being applied to the beam ends. The metallizing shall be applied no sooner than 10 days after the crack and spall repairs, but no later than 90 days. Pull off tests will be required to ensure the metallizing has bonded satisfactorily to the beam. After zinc coating is approved by H&H, the contractor will apply a coat of water -based inorganic zinc silicate over the metalized areas of the structure. This work will be performed within 72 hours after the metalizing. Embedded galvanic anodes are to be used in beam diaphragms. We will be required to confirm the electrical connection between anode tie wire and reinforcing steel by measuring DC resistance (ohm 0) or DC potential (mV) with a multi -meter. The electrical connection is acceptable if the DC resistance measured with the multi -meter is 1 0 or less or the DC potential is 1 mV or less. A NACE-Certified Cathodic Protection Specialist (CPS) and Technician are required for both beam metalizing and embedded galvanic anodes. The CPS will be required to submit Work plans and QA/QC plans prior to the contractor working on these items. Substructure Galvanic overbuild with anodes will be used to repair the footings and struts. This work will be performed from barges. In water operations are made difficult from currents and wave actions. H&H staff is very familiar with in water activities having worked on multiple bridge replacements over waterways. This experience allows us to be aware of damages caused by work vessels, typically underwater making them hard to detect. Our subconsultant Volkert will assist as they have on past projects by performing dives and looking for this type of damage. If identified, repair plans will need to be submitted and approved to ensure the damage does not decrease the service life of the structure. Eight -foot cathodic jackets will be used to rehabilitate piles and two-footjackets for the columns. H&H is familiar with this work having worked on previous projects using this technology. Some of the benefits received from galvanic protection systems is low maintenance, easy installation, and anodes are connected directly to the reinforcement without an external power supply. Similar to the superstructure repairs, this work will require the contractor to provide a NACE-certified CPS and technician as well as QA/QC plans. In water operations, specifically riprap installation, will need to be inspected during construction with H&H inspectors and post construction through use of our subconsultant partner Volkert, Inc.'s divers. Multiple dives will be required to ensure the work has been performed in accordance with the specifications. Placement of the filter fabric when filling scour holes with bedding stone is important to ensure the area does not erode due to fines escaping the area. The four -foot depth will be verified by taking before and after survey shots and the limits will be verified both from above the surface and through underwater dives. Riprap will require tests to ensure the specific gravity of the stone meets the specifications. Turbidity is a significant compliance aspect to the riprap placement. Sheet 13I-3 clearly depicts the mixing zones, background sampling points and mixing zone sampling points. Background samples will be taken mid -depth prior to in water activities commencing at the appropriate upstream station. Mixing zone inside and outside readings will also be taken mid -depth and at a frequency of every four hours. If readings within the mixing zone exceed 41 NTUs above background, or outside the mixing zone exceed background, work will be stopped immediately. Proper setup of turbidity curtains should prevent readings from exceeding allowable but additional measures could be taken such as pre -rinsing riprap and bedding stone before introducing the material in the water. H&H will have a turbidity meter to confirm contractor readings as well as take readings if turbidity levels are in question. Often an afterthought to marine work is maintenance of marine traffic. Close coordination with the USCG is required so Marine to Mariner notices can be updated appropriately and information can be distributed to boaters. Work plans and schedules will need to be submitted to the USCG 60 days prior to any work occur over the waterway. H&H has an extensive history of working successfully with the USCG and can use this relationship to assist the contractor on this project. Hardesty&Hanover 4-3 I ID Task Name Duration 1 NTP 1 day Ip 2 GENERAL 3 Mobilization 20 days 4 TTC Signage 2 days 5 Erosion Control 2 days 6 MOT Phase I Setup 10 days 7 PHASE I BRIDGE SOUTH SIDE 1 day 8 Demo deck/pour (Spans 1 & 2) 15 days 9 Demo deck/pour (Spans 3 & 4) 15 days 10 Demo deck/pour (Spans 5 & 6) 20 days 11 7 deck joints (3 days each) 21 days 12 Deck Spall Repairs 5 days 13 Plane & groove deck / apply PCI 3 days 14 MOT Phase II Setup 5 days 15 PHASE II BRIDGE SOUTH SIDE 1 day 16 Demo deck/pour (Spans 7 & 8) 20 days 17 Demo deck/pour (Spans 9 & 10) 25 days 18 3 deck joints (3 days each) 9 days 19 Deck Spall Repairs 1 day 20 Plane & groove deck / apply PCI 2 days 21 Remove MOT 5 days 22 REMAINDER OF SPALL/BEAM REPAIRS 1 day? 23 Deck Spall Repairs 5 days 24 Beam Repairs 42 days 25 Zinc Arc Spray 22 days 26 SUBSTRUCTURE 1 day 27 Galvanic Overbuild 12 piers (3weeks/pier) 180 days 28 Place rip rap 5 piers (2 weeks/pier) 50 days 29 Substantial Completion 1 day 30 Punch list 30 days 31 Final Completion 1 day Start Finish Tue 1/2/24 Tue 1/2/24 Predo Suo V Wed 1/3/24 Tue 1/30/24 1 4,5 Wed 1/31/24Thu 2/1/24 3 6 Wed 1/31/24Thu 2/1/24 3 6 Fri 2/2/24 Thu 2/15/24 5,4 8 Tue 1/2/24 Tue 1/2/24 Fri 2/16/24 Thu 3/7/24 6 Fri 3/8/24 Thu 3/28/24 8 Fri 3/29/24 Thu 4/25/24 9 Fri 4/26/24 Fri 5/24/24 10 Mon 5/27/24 Fri 5/31/24 11 Mon 6/3/24 Wed 6/5/24 12 Thu 6/6/24 Wed 6/12/24 13 Tue 1/2/24 Tue 1/2/24 Thu 6/13/24 Wed 7/10/24 14 Thu 7/11/24 Wed 8/14/24 16 Thu 8/15/24 Tue 8/27/24 17 Wed 8/28/24 Wed 8/28/24 18 Thu 8/29/24 Fri 8/30/24 19 Mon 9/2/24 Fri 9/6/24 20 Tue 1/2/24 Tue 1/2/24 Mon 9/9/24 Fri 9/13/24 21 Mon 9/16/24Tue 11/12/24 23 Wed 11/13/2Thu 12/12/24 24 Tue 1/2/24 Tue 1/2/24 Fri 12/13/24 Thu 8/21/25 25 Fri 8/22/25 Thu 10/30/25 27 Fri 10/31/25 Fri 10/31/25 28 Mon 11/3/25 Fri 12/12/25 29 Mon 12/15/2 Mon 12/15/25 30 10 11 12 13 14 16 17 18 19 20 21 23 24 25 27 28 29 30 31 Half 1, 2024 1 Half 2, 2024 Half 1, 2025 D 1 F I M I A I M I J J I A I S I O I N I D J I F LIM Task Project Summary Manual Task F — _ I Start -only E Deadline Project: STAN GOBER SCHEDUL Split Inactive Task Duration -only Finish -only ] Progress Date: Thu 1/26/23 Milestone ♦ Inactive Milestone Manual Summary Rollup External Tasks Manual Progress Summary Inactive Summary Manual Summary I External Milestone Page 1 CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Willingness to Meet Time and Budget Requirements Our staff has the responsibility to meet time and budget requirements both for our CEI contract and the construction contract. Below is an explanation of how this is accomplished for each contract. CEI Staffing We anticipate the work to progress linearly which will allow for one Senior Inspector. Our administration team consisting of Steve, Fred, and Nicole will serve in a part-time capacity which they continue to do successfully. Value Added We are offering three value added concepts for this proposal. 1. The first is performing all public information officer (PIO) responsibilities required under this contract with in-house staff, specifically Steve and Fred. This will be an easy feat as there will be minimal public involvement as there are no residences or businesses located near this remote project location. Steve and Fred perform PIO duties on both the Veterans and Golden Gate projects, assisting the County with public concerns. They have successfully worked with Connie Deane who is Growth Management's Public Information Coordinator on these projects and will do the same for the Stan Gober bridge. 2. The second is to utilize H&H design staff to perform plan reviews. They have experience working with the rehabilitation methods under this contract and allow us to keep the Stan Gober team small with limited subconsultants. 3. The third is use of H&H's Naples office. This office will not be billed to the project when an active county project is already is being expensed. The County will realize a cost savings by using the same consultant for multiple projects. Quality Assurance / Quality Control H&H has created a Quality Assurance (QA) plan very different from our competitors. Our comprehensive plan is short enough to be used as guidance during construction for field staff, yet thorough enough to cover all requirements of the contract. This is accomplished using detailed checklists that are completed by the project administrator during construction. Our QA plan reinforces our proactive approach by ensuring staff is receiving deliverables timely and not determining items were missed after the fact. The plan covers all items from pre-, during, and post construction and internal meetings are held before each phase to make sure all team members' expectations are understood. The use of our QA plan helps our staff with their responsibilities and keeps the project moving forward by clearly stating contract requirements and assisting to set expectations. CONSTRUCTION Our team will ensure schedules and budget are met by ensuring the following protocol is met: 1. Proactively review documents and field conditions to address issues before they affect the contractor The common theme in our writeup is to be proactive. So how does our team do this? We begin with a thorough review of all contract documents. This includes the contract itself and all contract documents which include, but are not limited to, plans, special provisions, specifications, design standards, utility relocation schedules, and permits. Our team has already displayed this through the plan review findings listed above and the County has realized this proactive approach through plan reviews previously performed by the H&H team on other Collier County projects. Our team will also be proactive in reviewing possible overruns to pay items to make adjustments to the final plan set before they are signed and sealed. Through meticulous documentation and a detailed filing system, project closeout documents will easily be delivered to the County along with a quality project. 2.Conduct effective meetings We summarize our findings of items that require attention from the review above and share them with the client at a pre -service meeting. This meeting will also be used to clarify items within our contract to ensure we are meeting the County's intended expectations. Following the pre -service meeting, a preconstruction meeting will be scheduled with the selected contractor and stakeholders to share pertinent information determined to be appropriate. We will ask very specific questions to understand how the contractor anticipates performing the work and will stay on task in the meeting through the use of a detailed agenda meeting the Hardesty&Hanover 4-5 CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 requirements of the construction project administration manual (CPAM). During construction, weekly progress meetings will be held along with pre -activity meetings targeting new or unique construction activities like concrete deck pours, beam metalizing and integral pile jackets. These meetings facilitate our proactive approach which helps to reduce claims, time extensions, and change orders by ensuring clear expectations are shared prior to work occurring which minimizes conflict in the field and results in a quality product being constructed the first time. 3.Oversight from Senior Management Once construction begins, field staff will monitor construction operations closely ensuring conformance with contract documents, documenting quantities on the appropriate forms and summarizing all work on daily reports of construction. Steve and Fred spend a substantial amount of time in the field to give the project a global view of the work. As they are not "in the trenches" on a daily basis they are able to see the big picture and assist inspection staff with looking ahead for potential issues. Being in the field also allows for expeditious resolution of issues using an agreed upon escalation matrix. It is common practice for inspection staff to escalate field conflicts to the Project Administrator and Senior Project Engineer. Having Fred and Steve in the field saves time explaining the issues over the phone. 4.Schedule Reviews The most important thing our team can do to ensure a timely completion of the project and to avoid any additional time claims or liquidated damage assessments, is perform schedule reviews. For construction projects, careful review of the critical path method (CPM) schedule is key to ensuring timely completion of the project. This begins when the contractor submits his baseline schedule at the beginning of the project. The baseline will be reviewed to confirm all activities are included and that logic, durations, predecessors, successors, constraints, cost loading, and calendars are appropriate. Items of concern will be shared with the contractor and meetings will be held if necessary, until the baseline schedule can be accepted. Once accepted and construction begins, we will monitor the contractor's work effort to ensure they align with the schedule. Updated as -built schedules will be reviewed monthly and checked to determine accurate commencement and completion dates have been entered and no other unauthorized changes have been made. Accuracy of the changes will be determined by comparing them to field records and items not confirmed will be sent back to the contractor until an acceptable response is received and the schedule can be accepted. All responses regarding the schedule will be made in writing to the contractor. Keeping the contractor responsible and notifying them when they are not meeting their schedule is a great way to both ensure timely project completion and protect the County in instances of claims. Utilization of Microsoft Teams Our team will implement Microsoft Teams for this project. Microsoft Teams is a next generation SharePoint where users can view documents and enjoy the added features of real time conversations via video messaging. Features also include a mobile app to have documents readily available at their fingertips in the field and a calendar for meetings which automatically syncs to their Outlook calendar. The video messaging feature will prove invaluable as impromptu meetings can be organized, videos can be shared showing site conditions, and documents can be shared on screen to pinpoint areas of concern quickly with all attendees. We believe these meetings will quickly evolve from a catchy feature to a necessity in delivering timely accurate information to project stakeholders. Guests are added to our user agreement, which means there is no cost for licensure. Hardesty&Hanover 4-6 CEI Services for Co Ter COHHty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 PAST EXPERIENCE SUCCESS Our staff places a high emphasis on avoiding or mitigating cost and time overruns. As a point of reference, the allowable threshold on FDOT projects is to keep project overruns within 10% cost and 20% time. Our staff always strives to meet or exceed this threshold by taking proactive measures and applying outside the box thinking to project cost and schedule. .A 'I Lt Hardesty -&Hanover 4-7 Coll e-r County 00%h— —0---ownw.- Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section S:Locafion I0I H&I--I n O 3 to CEI Services for Co Ter County Stan Gober Memorial Bridge Repair/Rehabilitation Project Most of H&H's day-to-day work will be conducted from our vehicles, which are equipped with laptops, printers, and hand tools required to inspect the work. Working out of vehicles affords our team real time information from the project site allowing staff to know what is occurring on the project and the ability to resolve issues expeditiously. H&H's Naples office at the northwest corner of 1-75 and Immokalee Road will be used for administrative operations. This office is large enough to house our staff and has a conference room suitable for in -person 77 meetings. H&H will not charge rent and utilities to this project while our other Collier County project is ongoing, resulting in a significant cost savings to the H2R County. H&H personnel selected to work on this project all reside near H&H the project site. This allows for a quick response time to the project when needed. Staff can quickly arrive to the site to perform tests, sample materials, inspect work, complete necessary reports, or perform other actions as required by the County. Our team's proximity to the project also enables us to understand weather conditions which may threaten the project. This could range from heavy rains to hurricane force winds. Our staff will be available to keep a pulse on weather forecasts and assist the contractor with steps required for preparedness. We will also be available to review the project after storms to inspect items that need to be addressed. RPS No.: 23-8068 Our ability to work from vehicles, the location of our offices, and residences of our team members facilitate effective management of this project. J Volkert I I Stan Gober Bridge I H&H has adapted to the new digital working environment and our team has remained ahead of this through our commitment to embracing new technologies. Microsoft Teams is a next generation SharePoint where users can view documents and enjoy the added features of real time conversations via video calling. Features also include a mobile app so documents can be made readily available at users' fingertips in the field and a calendar for meetings that automatically syncs to Outlook calendars. The video messaging feature proves invaluable as impromptu meetings can be organized, videos can be shared showing site conditions, and documents can be shared on screen to pinpoint areas of concern quickly with all attendees. These meetings have evolved from a catchy feature to a necessity in delivering timely accurate information to project stakeholders. Guests are added to our user agreement, which means there is no cost for licensure. While we prefer face to face interaction, we will continue to utilize Teams to successfully administer this project while keeping City staff informed. H&H's internal server utilizes the Egnyte platform, which can be accessed by any employee from any location while Wi-Fi is enabled. This platform ensures field staff can quickly access files and save their documents immediately to the server. This saves time by staff not having to go to the office to transfer documents and allows office staff to view their work. Saving to the server also ensures work will not be lost due to our internal and off -site backup storage and protocols. Should circumstances warrant, our IT department can retrieve documents that were incorrectly modified or deleted. Hardesty&Hanover 5-1 C011ACT C01414ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 6: Recent, Current and Projected Workload I0IH&I--I LA fD n O CEI Services for Cv 7er Co-Uftty Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 Firm's Current Workload H&H is pursuing this projectjob because of both the scope and timing. Our current assignments will be completed at the time of contract initiation allowing for staff with specific Collier County experience to be ready for this project. Current projects are listed below with an explanation of how they will not detract from this project. Veterans Memorial Phases I Collier County Transportation Engineering H&H staff are wrapping up this project, slated for completion in June 2023. Staff are utilizing our Napoli Center office to manage this contract which will also be used for the Stan Gober Bridge Rehab project. Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Project Collier County Transportation Engineering H&H has begun work on this short duration 10-month design build bridge replacement project. With contract time expiring in November 2023, we anticipate no conflict. AVAILABILITY We assure the County that we have the staff necessary and the flexibility to adequately manage this project. In addition, H&H has the resources to bring on additional staffing if deemed appropriate. This has been proven through our efforts to staff both the Gator Canal Bridge Replacement project and Veterans Memorial Phase I project. Hardesty&Hanover 6-1 C011ACT C01414ty Request for Professional Services CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS NO.23-8068 Section 7: Required Forms I0I H&I--I LA fD n O a Cv 7er C01414ty CEI Services for Stan Gober Memorial Bridge Repair/Rehabilitation Project RPS No.: 23-8068 As requested in Collier county's Request for Professional Services, H&H's executed forms and licensing appear on the following pages. • Vendor Checklist • Form 1: Vendor Declaration Statement • Form 2: Conflict of Interest Certification • Proof of Status with Division of Corporations. • Form 3: Immigration Affidavit Certification • E-Verify Memorandum of Understanding • W-9 Form • Acknowledge Insurance Requirements • Licenses and Certifications • Addenda Acknowledgement Hardesty&Hanover 7-1 Co Yer C01414ty Procurement Services Division Vendor Check List IMPORTANT: Please review carefully and submit with your Proposal/Bid. All applicable documents shall be submitted electronically through BidSync. Vendor should checkoff each of the following items. Failure to provide the applicable documents may deem you non-responsive/non-responsible. ® General Bid Instructions has been acknowledged and accepted. ® Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. ® Form 1: Vendor Declaration Statement ® Form 2: Conflict of Interest Certification ® Proof of status from Division of Corporations - Florida Department of State (If work performed in the State) - http://dos.myflorida.com/sunbiz/ should be attached with your submittal. ® Vendor MUST be enrolled in the E-Verify - htWs://www.e-verify.gov/ at the time of submission of the proposal bid. Form 3: Immigration Affidavit Certification MUST be signed and attached with your submittal. E-Verify Memorandum of Understanding or Company Profile page should be attached with your submittal. Form 4: Certification for Claiming Status as a Local Business, if applicable, has been executed and returned. Collier or Lee County Business Tax Receipt should be attached with your submittal to be considered. Form 5: Reference Questionnaire form must be utilized for each requested reference and included with your submittal, if applicable to the solicitation. aA Form 6: Grant Provisions and Assurances package in its entirety, if applicable, are executed and should be included with your submittal. ® Vendor W-9 Form. ® Vendor acknowledges Insurance Requirements and is prepared to produce the required insurance certificate(s) within five (5) days of the County's issuance of a Notice of Recommend Award. ® The Bid Schedule has been completed and attached with your submittal, applicable to bids. ® Copies of all requested licenses and/or certifications to complete the requirements of the project. ® All addenda have been signed and attached. ®/A County's IT Technical Architecture Requirements has been acknowledged and accepted, if applicable. ®A Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. Co ter Covinty Procurement Services Division Form 1: Vendor Declaration Statement BOARD OF COUNTY COMMISSIONERS Collier County Government Complex Naples, Florida 34112 Dear Commissioners: The undersigned, as Vendor declares that this response is made without connection or arrangement with any other person and this proposal is in every respect fair and made in good faith, without collusion or fraud. The Vendor hereby declares the instructions, purchase order terms and conditions, requirements, and specifications/scope of work of this solicitation have been fully examined and accepted. The Vendor agrees, if this solicitation submittal is accepted by Collier County, to accept a Purchase Order as a form of a formal contract or to execute a Collier County formal contract for purposes of establishing a contractual relationship between the Vendor and Collier County, for the performance of all requirements to which this solicitation pertains. The Vendor states that the submitted is based upon the documents listed by the above referenced solicitation. The Vendor agrees to comply with the requirements in accordance with the terms, conditions and specifications denoted herein and according to the pricing submitted as a part of the Vendor's bids. Further, the Vendor agrees that if awarded a contract for these goods and/or services, the Vendor will not be eligible to compete, submit a proposal, be awarded, or perform as a sub -vendor for any future associated work that is a result of this awarded contract. IN WITNESS WHEREOF, WE have hereunto subscribed our names on this 4th day of January , 2023 in the Countyof Hillsborough , in the State of Florida Finn's Legal Name: Address: City, State, Zip Code: Florida Certificate of Authority Document Number Federal Tax Identification Number *CCR # or CAGE Code *Only if Grant Funded Telephone: Email: Signature by: (Typed and written) Title: Additional Contact Information Send payments to: Hardestv & Hanover Construction Services, LLC (Required if different from Company name used as payee above) Contact name: Que Tu Title: Financial Accounting Manager Address: 1501 Broadway, Suite 601 City, State, ZIP New York NY 10036 Telephone: 212.994.1150 Email: Itu@hardestyhanover.com Office servicing Collier Hardestv & Hanover Construction Services, LLC County to place orders (Required if different from above) Contact name: Steven Napoi, PE Title: Regional Manager of Construction Services Address: 5644 Tavilla Circle, Suite 206 City, State, ZIP Naples, FL 34110 Telephone: 941.979.5476 Email: snappi@hardestvhanover.com Co yer County Procurement Services Division Form 2: Conflict of Interest Certification Affidavit The Vendor certifies that, to the best of its knowledge and belief, the past and current work on any Collier County project affiliated with this solicitation does not pose an organizational conflict as described by one of the three categories below: Biased ground rules — The fine has not set the "ground rules" for affiliated past or current Collier County project identified above (e.g., writing a procurement's statement of work, specifications, or performing systems engineering and technical direction for the procurement) which appears to skew the competition in favor of my firm. Impaired objectivity — The firm has not performed work on an affiliated past or current Collier County project identified above to evaluate proposals / past performance of itself or a competitor, which calls into question the contractor's ability to render impartial advice to the government. Unequal access to information — The firm has not had access to nonpublic information as part of its performance of a Collier County project identified above which may have provided the contractor (or an affiliate) with an unfair competitive advantage in current or future solicitations and contracts. In addition to this signed affidavit, the contractor / vendor must provide the following: 1. All documents produced as a result of the work completed in the past or currently being worked on for the above -mentioned project; and, 2. Indicate if the information produced was obtained as a matter of public record (in the "sunshine") or through non-public (not in the "sunshine") conversation (s), meeting(s), document(s) and/or other means. Failure to disclose all material or having an organizational conflict in one or more of the three categories above be identified, may result in the disqualification for future solicitations affiliated with the above referenced project(s). By the signature below, the firm (employees, officers and/or agents) certifies, and hereby discloses, that, to the best of their knowledge and belief, all relevant facts concerning past, present, or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the project identified above has been fully disclosed and does not pose an organizational conflict. Hardesty & HAnnvpr Construction SE rvi Ps, I I C mpany Name Signature Michael Sileno, PE, Principal Print Name and Title State of Florida County of Broward The foregoing instrument was acknowledged before me by means of R physical presence or ❑ online notarization, this 4th day of January (month), 2023 (year), byMichael Sileno, PE (atamz. of person acknowledging). Personally Knovp OR Produced Identification Type of Identification Produced (Signature of Notary Public) Sabrina Sanchez (Print, Type, or Stamp Commissioned Name of Notary Public) :y:�" •ti •.. SABRINA SA%CHE2 :A,'`': Notary Public • State o'=.orica Commissior = GG 3a':52 f My Comm. Expires Jar 22. 2023 Bonded through Nationa! sotary Assr. State of Florida Department of State I certify from the records of this office that HARDESTY & HANOVER CONSTRUCTION SERVICES, LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on November 1, 2011. The document number of this limited liability company is M11000005507. I further certify that said limited liability company has paid all fees due this office through December 31, 2023, that its most recent annual report was filed on January 5, 2023, and that its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Fifth day of January, 2023 ecretal y cr late Tracking Number: 629893741OCC To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https:Hservices.sunbiz.org/Filings/CertificateOfStatus/C ertificateAuth e n ti c ation Ce *er C;014vity Procurement Services Division Form 3: Immigration Affidavit Certification This Affidavit is required and should be signed, by an authorized principal of the firm and submitted with formal solicitation submittals. Further, Vendors are required to be enrolled in the E-Verify program (httns://www.e-verify.govn, at the time of the submission of the Vendor's proposal/bid. Acceptable evidence of your enrollment consists of a copy of the properly completed E- Verify Company Profile page or a copy of the fully executed E-Verify Memorandum of Understanding for the company which will be produced at the time of the submission of the Vendor's proposal/bid or within five (5) day of the County's Notice of Recommend Award. FAILURE TO EXECUTE THIS AFFIDAVIT CERTIFICATION AND SUBMIT WITH VENDOR'S PROPOSAL/BID MAY DEEM THE VENDOR'S AS NON -RESPONSIVE. Collier County will not intentionally award County contracts to any Vendor who knowingly employs unauthorized alien workers, constituting a violation of the employment provision contained in 8 U.S.C. Section 1324 a(e) Section 274A(e) of the Immigration and Nationality Act ("INA"). Collier County may consider the employment by any Vendor of unauthorized aliens a violation of Section 274A (e) of the INA. Such Violation by the recipient of the Employment Provisions contained in Section 274A (e) of the INA shall be grounds for unilateral termination of the contract by Collier County. Vendor attests that they are fully compliant with all applicable immigration laws (specifically to the 1986 Immigration Act and subsequent Amendment(s), that it is aware of and in compliance with the requirements set forth in Florida Statutes §448.095, and agrees to comply with the provisions of the Memorandum of Understanding with E-Verify and to provide proof of enrollment in The Employment Eligibility Verification System (E-Verify), operated by the Department of Homeland Security in partnership with the Social Security Administration at the time of submission of the Vendor's proposal/bid. Hardesty & Hanover Construction Services,.LLC omnanv Name Signature Michael Sileno, PE, Principal Print Name and Title State of Florida County of Broward The foregoing instrument was acknowledged before me by means of IN physical presence or ❑ online notarization, this 4th day of January (month), 2023 (year), by Michael" Sileno, PE (namf PlOon acknowledging). r L (Signature of Notary Public) Personally Known OR Produced Identification Type of Identification Produced Sabrina Sanchez (Print, Type, or Stamp Commissioned Name of Notary Public) � • w SABRISA SANCHEZ Notary Public . State of F,oriea " 'Uf •: Corrmissior = GG 3-4' 551 My Comm. Gx-,ires hr 22. 2023 BorCeC through Nations! Notary Assn. � sect v- orE-Verif Company ID Number: 141330 THE E-VERIFY MEMORANDUM OF UNDERSTANDING FOR EMPLOYERS ARTICLE I PURPOSE AND AUTHORITY The parties to this agreement are the Department of Homeland Security (DHS) and the Hardesty & Hanover, LLC (Employer). The purpose of this agreement is to set forth terms and conditions which the Employer will follow while participating in E-Verify. E-Verify is a program that electronically confirms an employee's eligibility to work in the United States after completion of Form 1-9, Employment Eligibility Verification (Form 1-9). This Memorandum of Understanding (MOU) explains certain features of the E-Verify program and describes specific responsibilities of the Employer, the Social Security Administration (SSA), and DHS. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). The Federal Acquisition Regulation (FAR) Subpart 22.18, "Employment Eligibility Verification" and Executive Order 12989, as amended, provide authority for Federal contractors and subcontractors (Federal contractor) to use E-Verify to verify the employment eligibility of certain employees working on Federal contracts. ARTICLE II RESPONSIBILITIES A. RESPONSIBILITIES OF THE EMPLOYER 1. The Employer agrees to display the following notices supplied by DHS in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system: a. Notice of E-Verify Participation b. Notice of Right to Work 2. The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted about E-Verify. The Employer also agrees to keep such information current by providing updated information to SSA and DHS whenever the representatives' contact information changes. 3. The Employer agrees to grant E-Verify access only to current employees who need E-Verify access. Employers must promptly terminate an employee's E-Verify access if the employer is separated from the company or no longer needs access to E-Verify. Page 1 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 4. The Employer agrees to become familiar with and comply with the most recent version of the E-Verify User Manual. 5. The Employer agrees that any Employer Representative who will create E-Verify cases will complete the E-Verify Tutorial before that individual creates any cases. a. The Employer agrees that all Employer representatives will take the refresher tutorials when prompted by E-Verify in order to continue using E-Verify. Failure to complete a refresher tutorial will prevent the Employer Representative from continued use of E-Verify. 6. The Employer agrees to comply with current Form 1-9 procedures, with two exceptions: a. If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be presented during the Form I-9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E-Verify at 888-464-4218. b. If an employee presents a DHS Form 1-551 (Permanent Resident Card), Form 1-766 (Employment Authorization Document), or U.S. Passport or Passport Card to complete Form 1-9, the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee's Form 1-9. The Employer will use the photocopy to verify the photo and to assist DHS with its review of photo mismatches that employees contest. DHS may in the future designate other documents that activate the photo screening tool. Note: Subject only to the exceptions noted previously in this paragraph, employees still retain the right to present any List A, or List B and List C, document(s) to complete the Form 1-9. 7. The Employer agrees to record the case verification number on the employee's Form 1-9 or to print the screen containing the case verification number and attach it to the employee's Form 1-9. 8. The Employer agrees that, although it participates in E-Verify, the Employer has a responsibility to complete, retain, and make available for inspection Forms 1-9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the antidiscrimination requirements of section 274B of the INA with respect to Form 1-9 procedures. a. The following modified requirements are the only exceptions to an Employer's obligation to not employ unauthorized workers and comply with the anti -discrimination provision of the INA: (1) List B identity documents must have photos, as described in paragraph 6 above; (2) When an Employer confirms the identity and employment eligibility of newly hired employee using E-Verify procedures, the Employer establishes a rebuttable presumption that it has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of that employee; (3) If the Employer receives a final nonconfirmation for an employee, but continues to employ that person, the Employer must notify DHS and the Employer is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued employment following a final nonconfirmation; (4) If the Employer continues to employ an employee after receiving a final nonconfirmation, then the Employer is subject to a rebuttable presumption that it has knowingly Page 2 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 employed an unauthorized alien in violation of section 274A(a)(1)(A); and (5) no E-Verify participant is civilly or criminally liable under any law for any action taken in good faith based on information provided through the E-Verify. b. DHS reserves the right to conduct Form 1-9 compliance inspections, as well as any other enforcement or compliance activity authorized by law, including site visits, to ensure proper use of E-Verify. 9. The Employer is strictly prohibited from creating an E-Verify case before the employee has been hired, meaning that a firm offer of employment was extended and accepted and Form 1-9 was completed. The Employer agrees to create an E-Verify case for new employees within three Employer business days after each employee has been hired (after both Sections 1 and 2 of Form 1-9 have been completed), and to complete as many steps of the E-Verify process as are necessary according to the E-Verify User Manual. If E-Verify is temporarily unavailable, the three-day time period will be extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. 10. The Employer agrees not to use E-Verify for pre -employment screening of job applicants, in support of any unlawful employment practice, or for any other use that this MOU or the E-Verify User Manual does not authorize. 11. The Employer must use E-Verify for all new employees. The Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. Employers who are Federal contractors may qualify for exceptions to this requirement as described in Article II.B of this MOU. 12. The Employer agrees to follow appropriate procedures (see Article III below) regarding tentative nonconfirmations. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify case. The Employer agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. Further, when employees contest a tentative nonconfirmation based upon a photo mismatch, the Employer must take additional steps (see Article III.B. below) to contact DHS with information necessary to resolve the challenge. 13. The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(1)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo mismatch, does not establish, and should not be interpreted as, evidence that the employee is not work authorized. In any of such cases, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee's perceived employment eligibility status Page 3 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, withholding pay, refusing to assign the employee to a Federal contract or other assignment, or otherwise assuming that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo mismatch or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee's employment. Employers or employees with questions about a final nonconfirmation may call E-Verify at 1-888-464- 4218 (customer service) or 1-888-897-7781 (worker hotline). 14. The Employer agrees to comply with Title VI of the Civil Rights Act of 1964 and section 274B of the INA as applicable by not discriminating unlawfully against any individual in hiring, firing, employment eligibility verification, or recruitment or referral practices because of his or her national origin or citizenship status, or by committing discriminatory documentary practices. The Employer understands that such illegal practices can include selective verification or use of E-Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound "foreign" or have received tentative nonconfirmations. The Employer further understands that any violation of the immigration -related unfair employment practices provisions in section 274B of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VI could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 274B of the INA or Title VII may also lead to the termination of its participation in E-Verify. If the Employer has any questions relating to the anti -discrimination provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD). 15. The Employer agrees that it will use the information it receives from E-Verify only to confirm the employment eligibility of employees as authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords), to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes. 16. The Employer agrees to notify DHS immediately in the event of a breach of personal information. Breaches are defined as loss of control or unauthorized access to E-Verify personal data. All suspected or confirmed breaches should be reported by calling 1-888-464-4218 or via email at E-Verify(@dhs.gov. Please use "Privacy Incident — Password" in the subject line of your email when sending a breach report to E-Verify. 17. The Employer acknowledges that the information it receives from SSA is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)). Any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU may be subject to criminal penalties. 18. The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E-Verify, which includes permitting DHS, SSA, their contractors and other agents, upon Page 4 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 reasonable notice, to review Forms 1-9 and other employment records and to interview it and its employees regarding the Employer's use of E-Verify, and to respond in a prompt and accurate manner to DHS requests for information relating to their participation in E-Verify. 19. The Employer shall not make any false or unauthorized claims or references about its participation in E-Verify on its website, in advertising materials, or other media. The Employer shall not describe its services as federally -approved, federally -certified, or federally -recognized, or use language with a similar intent on its website or other materials provided to the public. Entering into this MOU does not mean that E-Verify endorses or authorizes your E-Verify services and any claim to that effect is false. 20. The Employer shall not state in its website or other public documents that any language used therein has been provided or approved by DHS, USCIS or the Verification Division, without first obtaining the prior written consent of DHS. 21. The Employer agrees that E-Verify trademarks and logos may be used only under license by DHS/USCIS (see M-795 (Web)) and, other than pursuant to the specific terms of such license, may not be used in any manner that might imply that the Employer's services, products, websites, or publications are sponsored by, endorsed by, licensed by, or affiliated with DHS, USCIS, or E-Verify. 22. The Employer understands that if it uses E-Verify procedures for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its participation in E-Verify according to this MOU. B. RESPONSIBILITIES OF FEDERAL CONTRACTORS 1. If the Employer is a Federal contractor with the FAR E-Verify clause subject to the employment verification terms in Subpart 22.18 of the FAR, it will become familiar with and comply with the most current version of the E-Verify User Manual for Federal Contractors as well as the E-Verify Supplemental Guide for Federal Contractors. 2. In addition to the responsibilities of every employer outlined in this MOU, the Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment eligibility of any "employee assigned to the contract" (as defined in FAR 22.1801). Once an employee has been verified through E-Verify by the Employer, the Employer may not create a second case for the employee through E-Verify. a. An Employer that is not enrolled in E-Verify as a Federal contractor at the time of a contract award must enroll as a Federal contractor in the E-Verify program within 30 calendar days of contract award and, within 90 days of enrollment, begin to verify employment eligibility of new hires using E-Verify. The Employer must verify those employees who are working in the United States, whether or not they are assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within three business days after the hire date. Once enrolled in E-Verify as a Federal contractor, the Employer must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. Page 5 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 b. Employers enrolled in E-Verify as a Federal contractor for 90 days or more at the time of a contract award must use E-Verify to begin verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within three business days after the date of hire. If the Employer is enrolled in E-Verify as a Federal contractor for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within three business days after the date of hire. An Employer enrolled as a Federal contractor in E-Verify must begin verification of each employee assigned to the contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. c. Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), state or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency under a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and/or all existing employees hired after November 6, 1986. Employers in this category must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee's assignment to the contract, whichever date is later. d. Upon enrollment, Employers who are Federal contractors may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees assigned to a covered Federal contract. After enrollment, Employers must elect to verify existing staff following DHS procedures and begin E-Verify verification of all existing employees within 180 days after the election. e. The Employer may use a previously completed Form 1-9 as the basis for creating an E-Verify case for an employee assigned to a contract as long as: i. That Form 1-9 is complete (including the SSN) and complies with Article II.A.6, ii. The employee's work authorization has not expired, and iii. The Employer has reviewed the Form 1-9 information either in person or in communications with the employee to ensure that the employee's Section 1, Form 1-9 attestation has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). f. The Employer shall complete a new Form 1-9 consistent with Article II.A.6 or update the previous Form 1-9 to provide the necessary information if: i. The Employer cannot determine that Form 1-9 complies with Article II.A.6, ii. The employee's basis for work authorization as attested in Section 1 has expired or changed, or iii. The Form 1-9 contains no SSN or is otherwise incomplete. Note: If Section 1 of Form 1-9 is otherwise valid and up-to-date and the form otherwise complies with Page 6 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 Article II.C.5, but reflects documentation (such as a U.S. passport or Form 1-551) that expired after completing Form 1-9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.A.5, subject to any additional or superseding instructions that may be provided on this subject in the E-Verify User Manual. g. The Employer agrees not to require a second verification using E-Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU or to authorize verification of any existing employee by any Employer that is not a Federal contractor based on this Article. 3. The Employer understands that if it is a Federal contractor, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer's compliance with Federal contracting requirements. C. RESPONSIBILITIES OF SSA 1. SSA agrees to allow DHS to compare data provided by the Employer against SSA's database. SSA sends DHS confirmation that the data sent either matches or does not match the information in SSA's database. 2. SSA agrees to safeguard the information the Employer provides through E-Verify procedures. SSA also agrees to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security numbers or responsible for evaluation of E-Verify or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). 3. SSA agrees to provide case results from its database within three Federal Government work days of the initial inquiry. E-Verify provides the information to the Employer. 4. SSA agrees to update SSA records as necessary if the employee who contests the SSA tentative nonconfirmation visits an SSA field office and provides the required evidence. If the employee visits an SSA field office within the eight Federal Government work days from the date of referral to SSA, SSA agrees to update SSA records, if appropriate, within the eight -day period unless SSA determines that more than eight days may be necessary. In such cases, SSA will provide additional instructions to the employee. If the employee does not visit SSA in the time allowed, E-Verify may provide a final nonconfirmation to the employer. Note: If an Employer experiences technical problems, or has a policy question, the employer should contact E-Verify at 1-888-464-4218. D. RESPONSIBILITIES OF DHS 1. DHS agrees to provide the Employer with selected data from DHS databases to enable the Employer to conduct, to the extent authorized by this MOU: a. Automated verification checks on alien employees by electronic means, and Page 7 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 b. Photo verification checks (when available) on employees. 2. DHS agrees to assist the Employer with operational problems associated with the Employer's participation in E-Verify. DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E-Verify process. 3. DHS agrees to provide to the Employer with access to E-Verify training materials as well as an E-Verify User Manual that contain instructions on E-Verify policies, procedures, and requirements for both SSA and DHS, including restrictions on the use of E-Verify. 4. DHS agrees to train Employers on all important changes made to E-Verify through the use of mandatory refresher tutorials and updates to the E-Verify User Manual. Even without changes to E-Verify, DHS reserves the right to require employers to take mandatory refresher tutorials. 5. DHS agrees to provide to the Employer a notice, which indicates the Employer's participation in E-Verify. DHS also agrees to provide to the Employer anti -discrimination notices issued by the Office of Special Counsel for Immigration -Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 6. DHS agrees to issue each of the Employer's E-Verify users a unique user identification number and password that permits them to log in to E-Verify. 7. DHS agrees to safeguard the information the Employer provides, and to limit access to such information to individuals responsible for the verification process, for evaluation of E-Verify, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security numbers and employment eligibility, to enforce the INA and Federal criminal laws, and to administer Federal contracting requirements. 8. DHS agrees to provide a means of automated verification that provides (in conjunction with SSA verification procedures) confirmation or tentative nonconfirmation of employees' employment eligibility within three Federal Government work days of the initial inquiry. 9. DHS agrees to provide a means of secondary verification (including updating DHS records) for employees who contest DHS tentative nonconfirmations and photo mismatch tentative nonconfirmations. This provides final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the notice as directed by E-Verify. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify Page 8 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee's response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. After a tentative nonconfirmation, the Employer will refer employees to SSA field offices only as directed by E-Verify. The Employer must record the case verification number, review the employee information submitted to E-Verify to identify any errors, and find out whether the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security number, or any other corrected employee information that SSA requests, to SSA for verification again if this review indicates a need to do so. 4. The Employer will instruct the employee to visit an SSA office within eight Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 5. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. 6. The Employer agrees not to ask the employee to obtain a printout from the Social Security Administration number database (the Numident) or other written verification of the SSN from the SSA. B. REFERRAL TO DHS 1. If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee's E-Verify case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2. The Employer agrees to obtain the employee's response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3. The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation. 4. If the employee contests a tentative nonconfirmation issued by DHS, the Employer will instruct the Page 9 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 employee to contact DHS through its toll -free hotline (as found on the referral letter) within eight Federal Government work days. 5. If the Employer finds a photo mismatch, the Employer must provide the photo mismatch tentative nonconfirmation notice and follow the instructions outlined in paragraph 1 of this section for tentative nonconfirmations, generally. 6. The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo mismatch, the Employer will send a copy of the employee's Form 1-551, Form 1-766, U.S. Passport, or passport card to DHS for review by: a. Scanning and uploading the document, or b. Sending a photocopy of the document by express mail (furnished and paid for by the employer). 7. The Employer understands that if it cannot determine whether there is a photo match/mismatch, the Employer must forward the employee's documentation to DHS as described in the preceding paragraph. The Employer agrees to resolve the case as specified by the DHS representative who will determine the photo match or mismatch. 8. DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 9. While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. ARTICLE IV SERVICE PROVISIONS A. NO SERVICE FEES 1. SSA and DHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access E-Verify, an Employer will need a personal computer with Internet access. ARTICLE V MODIFICATION AND TERMINATION A. MODIFICATION 1. This MOU is effective upon the signature of all parties and shall continue in effect for as long as the SSA and DHS operates the E-Verify program unless modified in writing by the mutual consent of all parties. 2. Any and all E-Verify system enhancements by DHS or SSA, including but not limited to E-Verify checking against additional data sources and instituting new verification policies or procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. Page 10 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 B. TERMINATION 1. The Employer may terminate this MOU and its participation in E-Verify at any time upon 30 days prior written notice to the other parties. 2. Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU, and thereby the Employer's participation in E-Verify, with or without notice at any time if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established E-Verify procedures and/or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect the performance of its contractual responsibilities. Similarly, the Employer understands that if it is in a state where E-Verify is mandatory, termination of this by any party MOU may negatively affect the Employer's business. 3. An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed. In such cases, the Federal contractor must provide written notice to DHS. If an Employer that is a Federal contractor fails to provide such notice, then that Employer will remain an E-Verify participant, will remain bound by the terms of this MOU that apply to non -Federal contractor participants, and will be required to use the E-Verify procedures to verify the employment eligibility of all newly hired employees. 4. The Employer agrees that E-Verify is not liable for any losses, financial or otherwise, if the Employer is terminated from E-Verify. ARTICLE VI PARTIES A. Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DHS may adjust verification responsibilities between each other as necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. B. Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. C. The Employer may not assign, directly or indirectly, whether by operation of law, change of control or merger, all or any part of its rights or obligations under this MOU without the prior written consent of DHS, which consent shall not be unreasonably withheld or delayed. Any attempt to sublicense, assign, or transfer any of the rights, duties, or obligations herein is void. D. Each party shall be solely responsible for defending any claim or action against it arising out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. E. The Employer understands that its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Page 11 of 17 E-Verify MOU for Employers i Revision Date 06/01/13 E-Verifv- Company ID Number: 141330 Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). F. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. The Employer understands that any inaccurate statement, representation, data or other information provided to DHS may subject the Employer, its subcontractors, its employees, or its representatives to: (1) prosecution for false statements pursuant to 18 U.S.C. 1001 and/or; (2) immediate termination of its MOU and/or; (3) possible debarment or suspension. G. The foregoing constitutes the full agreement on this subject between DHS and the Employer. To be accepted as an E-Verify participant, you should only sign the Employer's Section of the signature page. If you have any questions, contact E-Verify at 1-888-464-4218. Page 12 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 riE-Vefv— or �y�N� Company ID Number: 141330 Approved by: Employer Hardesty & Hanover, LLC Name (Please Type or Print) Title Billinghurst Michelle Signature Date Electronically Signed 08/01/2008 Department of Homeland Security — Verification Division Name (Please Type or Print) Title USCIS Verification Division Signature Date Electronically Signed 08/01/2008 Page 13 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 � sect v- orE-Verif Company ID Number: 141330 Information Required for the E-Verify Program Information relating to your Company: Company Name Hardesty & Hanover, LLC Company Facility Address 1501 Broadway New York, NY 10036 Company Alternate Address County or Parish NEW YORK Employer Identification Number 453031954 North American Industry Classification Systems Code 541 Parent Company Number of Employees 100 to 499 Number of Sites Verified for 22 Page 14 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verifv- Company ID Number: 141330 Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: CONNECTICUT 1 site(s) FLORIDA 3 site(s) ILLINOIS 1 site(s) KANSAS 1 site(s) LOUISIANA 1 site(s) MASSACHUSETTS 1 site(s) MARYLAND 1 site(s) MAINE 1 site(s) MICHIGAN 1 site(s) NORTH CAROLINA 1 site(s) NEW HAMPSHIRE 1 site(s) NEW JERSEY 4 site(s) NEW YORK 3 site(s) VIRGINIA 1 site(s) WASHINGTON 1 site(s) Page 15 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verifv- Company ID Number: 141330 Information relating to the Program Administrator(s) for your Company on policy questions or operational problems: Name Susan Cohen Phone Number (646) 428 - 8520 Fax Number (646) 390 - 0800 Email Address scohen@hardesty-hanover.com Page 16 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verifv- Company ID Number: 141330 Page intentionally left blank Page 17 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 Co *er county Procurement Services Division Form 4: Vendor Submittal — Local Vendor Preference Certification (Check Appropriate Boxes Below) State of Florida (Select County if Vendor is described as a Local Business) ® Collier County ❑ Lee County Vendor affirms that it is a local business as defined by the Procurement Ordinance of the Collier County Board of County Commissioners and the Regulations Thereto. As defined in Section Fifteen of the Collier County Procurement Ordinance: Local business means the vendor has a current Business Tax Receipt issued by the Collier County Tax Collector prior to bid or proposal submission to do business within Collier County, and that identifies the business with a permanent physical business address located within the limits of Collier County from which the vendor's staff operates and performs business in an area zoned for the conduct of such business. A Post Office Box or a facility that receives mail, or a non -permanent structure such as a construction trailer, storage shed, or other non -permanent structure shall not be used for the purpose of establishing said physical address. In addition to the foregoing, a vendor shall not be considered a "local business" unless it contributes to the economic development and well-being of Collier County in a verifiable and measurable way. This may include, but not be limited to, the retention and expansion of employment opportunities, support and increase to the County's tax base, and residency of employees and principals of the business within Collier County. Vendors shall affirm in writing their compliance with the foregoing at the time of submitting their bid or proposal to be eligible for consideration as a "local business" under this section. A vendor who misrepresents the Local Preference status of its firm in a proposal or bid submitted to the County will lose the privilege to claim Local Preference status for a period of up to one year under this section. Vendor must complete the following information: Year Business Established in ❑Collier County or ❑ Lee County: ?n7n Number of Employees (Including Owner(s) or Corporate Officers): 4Pp Number of Employees Living in U] Collier County or E] Lee (Including Owner(s) or Corporate Officers):_ If requested by the County, Vendor will be required to provide documentation substantiating the information given in this certification. Failure to do so will result in vendor's submission being deemed not applicable. Sign and Date Certification: Under penalties of periuty, I certi , that the in brmation shown on this form is correct to m, . kn�ge. Company Name: Hardesty R Hanover Construction SPrvic-PS. I I C Date: January 42023 Address in Collier or Lee Covity: _S644 TaviIIa CircIP Si JtP ?00. Nanle4_ F1 34110 Title: ar-d, COLLIER COUNTY BUSINESS TAX BUSINESS TAX NUMBER: 220443 COLLIER COUNTY TAX COLLECTOR - 2800 N. HORSESHOE DRIVE - NAPLES FLORIDA 34104 - (239) 252.2477 VISIT OUR WEBSITE AT: www.colliertaxcollector.com THIS RECEIPT EXPIRES SEPTEMBER 30, 2023 LOCATION- 5644 TAVILLA CIR #105 ZONED: PUD BUSINESS PHONE. 2394316313 STATE OR COUNTY LIC #: 29741 CLASSIFICATION: ENGINEERING BUSINESS CLASSIFICATION CODE. 03600101 This document is a business tax only. This is not certification that It does not permit the licensee to violate any existing regulatory z nor does it exempt the licensee from any other taxes or permits that may be required by law. N v1 DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS. HARDESTY & HANOVER, LLC HARDESTY & HANOVER, LLC 5644 TAVILLA CIR #105 NAPLES, FL 34110 -THIS TAX IS NON -REFUNDABLE - DATE 07/06/2022 AMOUNT 30.00 RECEIPT WWW-23-00049763 e: a Form w - 9 (Rev. October 2007) Department of the Treasury Internal Revenue Service a as a C 0 d N O. C O �v 0 0 L a0 Request for Taxpayer Give form to the Identification Number and Certification requester. Do not send to the IRS. Name (as shown on your income tax return) Hardesty & Hanover, LLC Business name, if different from above Check appropriate box: ❑ Individual/Sole proprietor ❑ Corporation ❑ Partnership S Exempt ❑X Limited liability company. Enter the tax classification (D=disregarded entity, C=corporation, P=partnership) ► ....... ❑ payee ❑ Other (see instructions) ► Address (number, street, and apt. or suite no.) Requester's name and address (optional) 1501 Broadway, Suite 601 City, state, and ZIP code New York, NY 10036 List account number(s) here (optional) rer Identification Number Enter your TIN in the appropriate box. The TIN provided must match the name given on Line 1 to avoid Social security number backup withholding. For individuals, this is your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN on page 3. or Note. If the account is in more than one name, see the chart on page 4 for guidelines on whose Employer identification number number to enter. 45 3031954 Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and 3. 1 am a U.S. citizen or other U.S. person (defined below). Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the Certification, but you must provide your correct TIN. See the instructions on page 4. Sign Signature of Here I U.S. person ► General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Purpose of Form A person who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) to report, for example, income paid to you, real estate transactions, mortgage interest you paid, acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA. Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN to the person requesting it (the requester) and, when applicable, to: 1. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. If applicable, you are also certifying that as a U.S. person, your allocable share of any partnership income from a U.S. trade or business is not subject to the withholding tax on foreign partners' share of effectively connected income. Note. If a requester gives you a form other than Form W-9 to request your TIN, you must use the requester's form if it is substantially similar to this Form W-9. Date ► January 1, 2022 Definition of a U.S. person. For federal tax purposes, you are considered a U.S. person if you are: • An individual who is a U.S. citizen or U.S. resident alien, • A partnership, corporation, company, or association created or organized in the United States or under the laws of the United States, • An estate (other than a foreign estate), or • A domestic trust (as defined in Regulations section 301.7701-7). Special rules for partnerships. Partnerships that conduct a trade or business in the United States are generally required to pay a withholding tax on any foreign partners' share of income from such business. Further, in certain cases where a Form W-9 has not been received, a partnership is required to presume that a partner is a foreign person, and pay the withholding tax. Therefore, if you are a U.S. person that is a partner in a partnership conducting a trade or business in the United States, provide Form W-9 to the partnership to establish your U.S. status and avoid withholding on your share of partnership income. The person who gives Form W-9 to the partnership for purposes of establishing its U.S. status and avoiding withholding on its allocable share of net income from the partnership conducting a trade or business in the United States is in the following cases: • The U.S. owner of a disregarded entity and not the entity, Cat. No. 10231X Form W-9 (Rev. 10-2007) Client#: 239473 HARDHAN ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY)12/22/2022 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jerry Noyola Edgewood Partners Ins. Center PHHc°NN 770-220-7699 a/c, • EXt : No): 3780 Mansell Rd. Suite 370 E-MAIL o oa re lin ADDRESS:er ry•nl y @g y g•com Alpharetta, GA 30022 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Evanston Insurance Company 35378 INSURED INSURER B : Hardesty & Hanover Construction Services, LLC INSURER C 1501 Broadway INSURER D New York, NY 10036 INSURER E : INSURER F COVERAGES CERTIFICATE NUMBER: 23-24 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 CONTRACTOR 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. LT R LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR PREMISES ERENTED oN.0 ence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- JECTLOC POLICY PRO- PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COBINED SINGLE LIMIT Ea Maccident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ WORKERS COMPENSATION PER OH - AND EMPLOYERS' LIABILITY Y / N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N / A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ A Professional/ MKLV7PL0005646 1/01/2023 01/01/202 Per Claim $5,000,000 Pollution Liab. Aggregate $5,000,000 Deductible $500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) ILO]a G's I I a LUTG\ I an III PJ A NJ aG vL'\C PI a A AG\ I PJ0 To Whom It May Concern 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 zzlllv ACORD 25 (2016/03) 1 of 1 #S5085337/M5075646 © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JN002 Client#: 25393 HARDHANO ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 7/19/2022 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jerry Noyola Greyling Ins. Brokerage/EPIC PHHc°NN • EXt : 770-220-7699 a/c, No): 3780 Mansell Road, Suite 370 E-MAIL o oa re lin ADDRESS:er ry•nl y �g y g•com Alpharetta, GA 30022 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: National Union Fire Ins Co of PA 19445 INSURED INSURER B : Aspen American Insurance Company 43460 Hardesty & Hanover Construction INSURER C : New amp NHampshire Ins. Co. 23841 Services, LLC INSURER DZurich American Insurance Co 16535 1501 Broadway New York, NY 10036 INSURER E : INSURER F COVERAGES CERTIFICATE NUMBER: 22-23 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 CONTRACTOR 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. LT R LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR Contractual Liab. X X GL9566090 8/01/2022 08/01/2023 EACH OCCURRENCE s2,000,000 PREMISES ERENTED .r nce $ 500,000 X MED EXP (Any one person) $ 25,000 PERSONAL & ADV INJURY $2,000,000 GEN'LAGGREGATE LIMIT APPPLIESPER: POLICY XI JECT [XILOC OTHER: GENERAL AGGREGATE $4,000,000 PRODUCTS - COMP/OPAGG $4,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY X AUTOS ONLY X X CA5425480 8/01/2022 08/01/202 CMINED Ea acciden SINGLE LIMIT $2,000,000 X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ B UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X X CX009N722 8/01/2022 08/01/2023 EACH OCCURRENCE $10 000 000 X AGGREGATE $10 000 000 DED X RETENTION $0 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? � (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A X WC043172130 08/01/2022 08/01/2023 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 D Valuable Papers CPP943349014 8/01/2022 08/01/202 Limit $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) ILO]a G's I I a LUTG\ I an III PJ A NJ aG vL'\C PI a A AG\ I PJ0 To Whom it May Concern 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 zzlllv ACORD 25 (2016/03) 1 of 2 #S3353136/M3353125 © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JNOY1 11 /30/22, 11:18 AM Related License Information Licensee Name: Rank: Primary Status: HARDESTY & HANOVER License Number: CONSTRUCTION SERVICES, LLC Registry License Expiration Date: Current Original License Date: Related License Information 29740 12/05/2011 License Status Related Party Relationship Relation Rank Expiration Number Type Effective Date Date 65981 Current, BLUNI, SEAN A Registry 12/05/2011 Professional 02/28/2023 Active Engineer https://www.myfloridalicense.com/relationList.asp?record_cnt=1&Licld=5255695&Lname=&datefrom=&LicNum=&dateto=&Fname=&Category= 1/1 11/30/22, 11:20 AM Related License Information Licensee Name: HARDESTY & HANOVER, LLC License Number: 29741 Rank: Registry License Expiration Date: Primary Status: Current Original License Date: 12/05/2011 Related License Information License Status Related Party Relationship Relation Rank Expiration Number Type Effective Date Date 65981 Current, BLUNI, SEAN A Registry 12/05/2011 Professional 02/28/2023 Active Engineer https://www.myfloridaIicense.com/relationList.asp?record_cnt=1&Licld=5255703&Lname=&datefrom=&LicNum=&dateto=&Fname=&Category= 1/1 Corer County Procurement Services Division Date: January 10, 2023 Email: Leeann.Charleskcolliercountyfl.gov Telephone: (239) 252-4270 Addendum 1 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #1, 23-8068 CEI Services for Stan Gober Bridge Rehabilitation Project The following changes are made to the above -mentioned Collier County solicitation: Change 1. Extend Q & A deadline and Bid due date. QUESTION & ANSWER jan 5, 2023 A 5� January 19, 2022 AT 5:00 PM DEADLINE: OPENING DAY/DATE/TIME: jams r 12, 2023 A T 3:00 u,. r January 26, 2023 AT 3:00 PM Change 2. Please see the following additional documents. 1. Final Plans 2. Technical Special Provisions If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above reference ation. � January 13, 2023 (Signat ) Date Hardesty & Hanover, LLC (Name of Firm) Corer County Procurement Services Division Date: January 26, 2023 Email: Leeann.Charleskcolliercountyfl.gov Telephone: (239) 252-4270 Addendum 2 From: Leeann Charles, Procurement Strategist To: Interested Bidders Subject: Addendum #2, 23-8068 CEI Services for Stan Gober Bridge Rehabilitation Project The following clarifications are issued as an addendum: Change 1: The proposal due date and Question and Answer deadline have been extended as follows: Proposal Bid Opening Date/Time: Tana^ y 26, 2023 at 3:00pm February 9, 2023 at 3:OOpm Questions and Answers Deadline: Tana., 192023 at 5:00p ., February 2, 2023 at 5:OOpm If you require additional information, please post a question on our BidSync (www.bidsync.com) bidding platform under the solicitation for this project. Please sign below and return a copy of this Addendum with your submittal for the above referenced solicUtion. January 26, 2023 Date Hardesty & Hanover, LLC (Name of Firm) 5644TAVILLA COURT, SUITE 105 NAPLES, FL 34110 T: 239.431.6316 FL@HARDESTYHANOVER.COM