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Agenda 03/12/2024 Item #16B 4 (Contract negociations with Hardesty & Hanover Construction Services, LLC.)16. B.4 03/12/2024 EXECUTIVE SUMMARY Recommendation to approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Hardesty & Hanover Construction Services, LLC, concerning Request for Professional Services ("RPS") No. 23-8196, "CEI Services for 161h Street NE Bridge," so that staff can bring a proposed agreement back for the Board's consideration at a future meeting. (Project 60212). OBJECTIVE: To approve the selection committee's ranking for RPS No. 23-8196 and authorize staff to negotiate an agreement to engage professional Construction Engineering and Inspection ("CEI") Services for the 16th Street NE Bridge Project ("the Project"). CONSIDERATIONS: The Project extends approximately 3.3 miles along 16th Street NE from Golden Gate Boulevard to Randall Boulevard. The widening will provide eleven -foot travel lanes with six-foot shoulders (four - foot paved and two -foot unpaved) along the entire length of the Project. A six-foot sidewalk will be constructed to the west of the roadway. The typical section of the proposed bridge consists of two 12-foot travel lanes, with a six- foot shoulder and a six-foot sidewalk on the west side and a 12-foot shoulder on the east side of the bridge. In addition, the Project will add a new temporary signal at the intersection of 16th Street NE and Randall Boulevard (a permanent signal and intersection layout will be part of a future project). On October 17, 2023, the Procurement Services Division posted RPS No. 23-8196, CEI Services for 16th Street NE Bridge Project. To stimulate interest, staff extended the response deadline for an additional two weeks. Staff also performed additional vendor outreach, but the County only received two proposals by the December 1, 2023, submission deadline. Both firms were found to be responsive and responsible. A selection committee met on December 20, 2023, and after deliberation scored the proposals and shortlisted both firms to provide presentations. On January 4, 2024, the selection committee reconvened for step 2 presentations and ranked the firms as shown below. Firm Names Final Ranking Hardesty & Hanover Construction Services, LLC 1 Metric Engineering Inc. 2 Staff is recommending that the Board approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Hardesty & Hanover Construction Services, LLC, in accordance with Florida Statutes, Section 287.055, the Consultants' Competitive Negotiation Act. 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 various Collier County projects over the past several years including Golden Gate Parkway Bridge Replacement, Gator Canal Bridge Replacement, Whippoorwill Road, and Veterans Parkway projects. If staff is unable to reach an agreement with the number one ranked firm, staff will continue negotiating with the second ranked firm, until a proposed agreement can be brought back for the Board's consideration at a future meeting. The Agreement to be negotiated concerns the provision of CEI services during the construction phase of the Project, which is scheduled to start in 2024 and be completed within 18 months. The CEI services include but are not limited to, administering the Construction Contract, providing inspections, monitoring, and material sampling and testing. Approval of this item will not have an impact on operational and maintenance costs; however, the completed project can be expected to have the following operational and maintenance impacts: minimal to no maintenance Packet Pg. 578 16. B.4 03/12/2024 costs are expected to be incurred within the first five to seven years of service for the roadway features and will be absorbed into the regular maintenance schedule thereafter. This item is consistent with the Collier County strategic plan objective to design and maintain an effective transportation system to reduce traffic congestion and improve the mobility of our residents and visitors. 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 the Board's approval at a subsequent meeting) will be Infrastructure Sales Tax Fund 3018, Golden Gate Estates Bridges project (60212). LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. -SRT GROWTH MANAGEMENT IMPACT: This recommendation is consistent with the Long -Range Transportation Plan and Objective 1 of the Transportation Element of the Collier County Growth Management Plan to maintain the major roadway system at an acceptable Level of Service. RECOMMENDATION: To approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Hardesty & Hanover Construction Services, LLC, concerning Request for Professional Services ("RPS") No. 23-8196, "CEI Services for 16th Street NE Bridge," and in the event that an agreement cannot be reached with that firm, to continue negotiating with the second ranked firm, so that staff can bring a proposed agreement back for the Board's consideration at a future meeting. Prepared By: Dennis F. McCoy, PE, Project Manager III, Transportation Engineering Division ATTACHMENT(S) 1.23-8196 Final Ranking pdf (PDF) 2.23-8196 NORA (PDF) 3.23-8196 Solicitation (PDF) 4. [Linked]23-8196 Hardesty and Hanover Proposal (PDF) Packet Pg. 579 16.B.4 03/12/2024 COLLIER COUNTY Board of County Commissioners Item Number: 16.B.4 Doc ID: 27908 Item Summary: Recommendation to approve the selection committee's ranking and authorize staff to begin contract negotiations with the top -ranked firm, Hardesty & Hanover Construction Services, LLC, concerning Request for Professional Services ("RPS") No. 23-8196, "CEI Services for 16th Street NE Bridge," so that staff can bring a proposed agreement back for the Board's consideration at a future meeting. (Project 60212). Meeting Date: 03/12/2024 Prepared by: Title: Project Manager — Transportation Engineering Name: Dennis McCoy 02/05/2024 10:23 AM Submitted by: Title: Division Director - Transportation Eng — Transportation Engineering Name: Jay Ahmad 02/05/2024 10:23 AM Approved By: Review: Transportation Management Operations Support Tara Castillo Transportation Engineering Marlene Messam Additional Reviewer Transportation Management Services Department Jeanne Marcella Department Road Maintenance Ellen Sheffey Additional Reviewer Transportation Engineering Jay Ahmad Additional Reviewer Procurement Services Vanessa Miguel Level 1 Purchasing Gatekeeper Transportation Engineering Matthew Thomas Additional Reviewer Unknown Lisa Taylor Additional Reviewer Transportation Management Services Department Trinity Scott Procurement Services Sandra Srnka Procurement Director Review County Attorney's Office Scott Teach Level 2 Attorney Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Community & Human Services Maggie Lopez OMB Reviewer County Manager's Office Amy Patterson Level 4 County Manager Review Board of County Commissioners Geoffrey Willig Meeting Pending Additional Reviewer Completed 02/05/2024 10:56 AM Completed 02/05/2024 1:09 PM Transportation Management Services Completed 02/05/2024 3:59 PM Completed 02/05/2024 4:33 PM Completed 02/06/2024 7:09 AM Completed 02/06/2024 11:26 AM Completed 02/06/2024 1:59 PM Completed 02/07/2024 10:25 AM Transportation Completed 02/12/2024 8:26 PM Completed 02/14/2024 6:06 AM Completed 02/22/2024 4:04 PM Completed 02/23/2024 11:30 AM Completed 02/23/2024 12:21 PM Completed 02/28/2024 1:46 PM Completed 03/05/2024 1:39 PM 03/12/2024 9:00 AM Packet Pg. 580 16.B.4.a Selection Committee Final Ranking Sheet Procurement Services Division RPS #: 23-8196 Title: CEI Services for 16th Street NE Bridge Dennis Anthony Selection Name of Firm Bosch Jamie Khawja Robert White Total Committee McCoyRobert Stotts Final Rank Hardesty & Hanover Construction Services, LLC 1 1 1 1 1 5 1.0000 Metric Engineering, Inc. 21 21 21 21 21 10 1 2.0000 Procurement Professional ® Date 1/4/2024 Packet Pg. 581 DocuSign Envelope ID: DCOABA95-EFB5-4A6E-82CO-83EF9EB73CF2 16. B.4.b C;0 er Count y Procurement Services Division Notice of Recommended Award Solicitation: 23-8196 Title: CEI Services for 16th Street NE Bridge Due Date and Time: December 1, 2023, at 3:00 PM EST Respondents: Company Name City County State Final Ranking Responsive/Responsible Hardesty & Hanover Construction Services, LLC Naples Collier FL 1 Yes/Yes Metric Engineering, Inc. Miami Miami -Dade FL 2 Yes/Yes Utilized Local Vendor Preference: Yes 0 No - Recommended Vendor(s) For Award: On October 17, 2023, the Procurement Services Division released notices of Request for Professional Services ("RPS") No. 23-8196, CEI Services for 161h Street NE Bridge, to forty thousand, six hundred sixty-three (40,663) vendors. The bid was extended for two additional weeks and staff performed additional vendor outreach. Forty two (42) firms viewed the solicitation information, and two (2) proposals were received by the due date of December 1, 2023, as shown above. Both firms were found to be responsive and responsible. The Selection Committee convened on December 20, 2023, and as described in step 1 of the solicitation documents, the committee scored each of the proposals and shortlisted both firms to move to step 2 Oral Presentations in the order listed below: Hardesty & Hanover Construction Services, LLC Metric Engineering, Inc. On January 4, 2024, the Selection Committee reconvened for step 2, presentations, and final ranking. The firms were ranked as follows: Hardesty & Hanover Construction Services, LLC - ranked as 1 Metric Engineering, Inc. - ranked as 2 Staff is recommending negotiations with the top -ranked firm, Hardesty & Hanover Construction Services, LLC Contract Driven = Purchase Order Driven 0 DocuSigned by: Project Manager: t I�InIS ill 1 FC688E61 F1941 B_. DocuSigned by: Procurement Strategist: Y_i.� 0�m 57216F473373478... Procurement Services Director: DocuSigned by: Sat�,�,V'a SVIn.Ica Required Signatures 2024 1/11/2024 Date Packet Pg. 582 16.B.4.c CO#er C0>tnt 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 16TH STREET NE BRIDGE RPS NO.: 23-8196 LISA OIEN, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-8935 Lisa.Oien&colliercountyfl. gov 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. 583 SOLICITATION PUBLIC NOTICE 16.B.4.c REQUEST FOR PROFESSIONAL 23-8196 SERVICES (RPS) NUMBER: PROJECT TITLE: CEI Services for 161 Street NE Bridge RPS OPENING DAY/DATE/TIME: Friday, November 17, 2023, at 3:00 PM 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: hlt2s://www.bidsync.com/bidsync-cas INTRODUCTION As requested by the Transportation Engineering Division (hereinafter, the "Division or Department"), 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 5% 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 16t1i Street NE Bridge Project. The project extends approximately 3.3 miles from Golden Gate Boulevard to Randall Boulevard. However, the segment from Golden Gate Boulevard to 12' Ave NE is considered a federal route, and the construction is funded by a Local Area Program (LAP) grant (FPID 451283-1-58-01). For this reason, Firms proposing to provide CEI services must be prequalified by the Florida Department of Transportation to do LAP projects. The remaining segments are locally funded. Also, the Firms should be aware that the new Vanderbilt Beach Road Extension (Phase I), currently under construction, terminates at 16' ST NE and a new intersection is being created. In general, the 161 Street NE will retain a rural cross section and the improvements consist of installing a new two-lane bridge over the Golden Gate Main Canal, a new six- foot sidewalk on the west side of the roadway, two -foot pavement widening with a six-foot shoulder (2 feet unpaved) on both sides of the roadway. The existing pavement will be milled and resurfaced, and drainage will be improved within the corridor. A new signal will be installed at the intersection with Randall Boulevard with new lane assignments. The services include, but are not limited to, project administration and record keeping, providing construction inspections, monitoring and material acceptance testing and verification, and Federal contract compliance. In addition, the services shall include monitoring off - site activities for asphalt paving and miscellaneous structures. 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. 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. c 0 M 2 0 U) to CD cn N _ m E z V M Q Packet Pg. 584 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, compliance of contractors for the construction projects listed below. It will be the responsibility of the Consultant to assure that Local Agency Construction Administration Procedures adhere to the Local Agency Program (LAP). 2.0 SCOPE Provide services as defined in this Scope of Services, Local Agency contract documents, and the referenced Florida Department of Transportation (FDOT) LAP manual, and procedures. Z The project for which the services are required is: L Financial Project ID: 451283-1-58-01 w z County Project IDs: 60212.1 to V_ Description: 16th Street NE Bridge and Corridor Improvements from Golden Gate Blvd. to Randall Blvd. County: Collier Major work groups include: d N • 10.1 — Roadway CEI w v m • 10.4 — Minor Bridge and Miscellaneous Structures CEI Minor work groups include: 0 z • 8.1 - Control Surveying • 8.2 - Design, Right of Way Construction Surveying o L • 9.1 - Soil Exploration a • 9.2 - Geotechnical Classification Lab Testing Q • 9.3 - Highway Materials Testing 00 • 9.4 - Foundation Studies ti • 9.5 - Geotechnical Specialty Lab Testing c c • 10.3 — Construction Materials Inspection W c� 0 U) The firms submitting as the PRIME CONSULTANT at a minimum must be prc-qualified through the FDOT in the to following work groups: M N • Group 10 — CEI: (10.1 and 10.4) c m Also, at a minimum, the PRIME CONSULTANT or its subconsultant(s) must be pre -qualified through the FDOT in the E following work groups: • Group 8 — Surveying and Mapping Q • Group 9 — Soil Exploration, Material Testing, and Foundations Local Agency's (LA) are required to use consultants prequalified by the Department for LAP Classification A, B, and C. Qualifications must be defined in the project advertisement or request for qualifications (RFQ), and request for proposal (RFP) documents. LAP projects may be one of the four types of classifications. Class A — On the State Highway System (SHS) or National Highway System (NHS) Class B — Off the SHS and NHS with an estimated construction value of $10 million or greater Packet Pg. 585 Class C — Off the SHS and NHS and includes structural components inclusive of a vehicular bridge, a pedestria 16.B.4.c over a roadway, or box culvert that meets the definition of a bridge. 3.0 4.0 Class D — Off the SHS and NHS; may include structural components inclusive of pedestrian bridges not over a roadway, bridges on multi -use paths not over a roadway, and box culvert that do not meet the definition of a bridge. 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, bulletins, and local agency contract documents. 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 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 final acceptance of the Construction Contract. The anticipated letting schedules and Design and construction times for the projects are tabulated below: Construction Contract Estimate Financial Letting Date Start Date Duration Project ID (Mo/Day/Yr) (Mo/Day/Yr) (Days) 60212.1 TBD TBD 610 A. Agreement: The Professional Services Agreement between the COUNTY and the Consultant setting forth the obligations of the parties thereto, including but not limited to the performance of the work, furnishing of services, and the basis of payment. B. Contractor: The individual, firm, or company contracting with the county for performance of work or furnishing of materials. C. Construction Contract: The written agreement between the COUNTY and the Contractor setting forth the obligations of the parties thereto, including but not limited to the performance of the work, furnishing of labor and materials, and the basis of payment. 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 Agreement. E. Construction Training/Qualification Program (CTQP): The FDOT program for training and qualifying technicians 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 administration of Construction Engineering and Inspection services. G. CEI Project Administrator/Project Engineer: The employee assigned by the Consultant to be in charge of providing Construction Contract administration services for one or more Construction Projects. c 0 M 2 0 U) to CD M N m E z V 2 Q Packet Pg. 586 5.0 6.0 H. CEI Resident Compliance Specialist: The employee assigned by the Consultant to oversee specif 16.B.4.c compliance functions. I. 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 employees and act as the lead Engineer for the Consultant. J. Procurement Contract Manager: The administrative Contract manager at the County's Procurement Office. K. 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. L. County's Director of Transportation Engineering: The Director of Construction, Engineering, and Traffic Operations. w M. County's Procurement Director: The Director of the Procurement Services Division. Z N. Coun Manager: The Chief Executive Officer appointed by the Board of County Commissioners. m i . O. Engineer of Record: The Engineer noted on the Construction plans as the responsible person for the design and preparation of the plans. to P. Community Liaison Officer: The Growth Management Department's employee assigned to manage the Public N 0 Information Issues. Q. Engineer of Record: The Engineer noted on the construction plans as the responsible person for the design and d preparation of the plans. w V R. LAP (Local Area Program) Agreement: A contractual agreement between the County (Local Agency) and the m Florida Department of Transportation, approved by the Federal Highway and Administration (FHWA). o S. Project Manager: The Engineer or employee assigned by the County to administer Construction Contracts for the a� Z Division. 0 +, T. Public Information Office: The county employee assigned to liaise with the Consultant in managing the Public Information Program. o a U. Owner: The Board of County Commissioners for Collier County, Florida. A political subdivision of the State of Q. Q Florida. 00 ITEMS TO BE FURNISHED BY THE DIVISION TO THE CONSULTANT N c A. The Division, on an as needed basis, will furnish the following Construction Contract documents for each the project. These documents may be provided in electronic format only. +° 1. Construction Plans, in Adobe PDF and reproducible in size 11" X 17" prints. 0 to 2. CADD Files will be provided upon request in Microstation format. CD oo 3. Specification Package, in Adobe PDF and reproducible in size 8.5" X 11" prints. The native file in A Microsoft Word if requested. N c 4. Copy of the Executed Construction Contract, in Adobe PDF and reproducible in size 8.5" X 11" prints. m E z 5. Copy of the Executed Local Agency Program Agreement 6. Utility Agency's Agreements and Work schedules (if applicable). Q 7. Environmental Permits, in Adobe PDF. ITEMS FURNISHED BY THE CONSULTANT 6.1 FDOT Documents: All applicable FDOT documents referenced herein shall be a condition of this Agreement. All FDOT documents, 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 FDOT's website. Packet Pg. 587 6.2 6.3 6.4 Florida Department of Transportation 16.B.4.c Maps and Publication Sales 605 Suwannee Street, MS 12 Tallahassee, Florida 32399-0450 Telephone No. (850) 414-4050 hllp://www.fdot.gov/construction/ Office Automation: Provide all software and hardware necessary to efficiently and effectively cant' out the responsibilities under this Agreement. 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, Microsoft Projects, Claim Digger, etc.) connection using a mobile broadband connection at the jobsite. 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 sites, 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 risk of loss or damage to said equipment during performance of this Agreement. Field office equipment should always be maintained and operational. Field Office:z 0 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: n a • Office space within a desired radius to the project for the duration of the project. Q 00 • Office telephone c m ti • Copier rental/lease c • Broadband internet access W M Consultant shall list this fixed monthly cost as a line item of the cost proposal titled "Field Office expenses," and U shall also be listed as such on invoices submitted to the County for payment. �0 Vehicles: CD oo Vehicles will be equipped with appropriate safety equipment and must be able to effectively carry out M requirements of this Agreement. Vehicles shall have the name and phone number of the consulting firm visibly N displayed on both sides of the vehicle. E Field Equipment: c� Supply survey, inspection, and testing equipment essential to perform services under this Agreement; such Q equipment includes non -consumable and non -expendable items. Hard hats shall have the name of the consulting firm visibly displayed. 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. Handling of nuclear density gauges shall be in compliance with their license. Retain responsibility for risk of loss or damage to said equipment during the performance of this Agreement Field office equipment shall always be maintained and in operational condition. Packet Pg. 588 6.5 Licensing for Equipment Operations: 16.B.4.c 7.0 8.0 9.0 Obtain proper licenses for equipment and personnel operating equipment when licenses are required. The license and supporting documents shall be available for verification by the Division, upon request. A radioactive Materials License for use of Surface Moisture Density Gauges shall be obtained through the State of Florida Department of Health. LIAISON RESPONSIBILITY OF THE CONSULTANT For the duration of the Agreement, keep the Division's Construction Project Manager in Responsible Charge informed of all significant activities, decisions, correspondence, reports, and other communications related to its responsibilities under this Agreement. Facilitate communications between all parties (i.e. architectural, mechanical, materials, landscaping, local agencies, etc.) ensuring responses and resolutions are provided in a timely manner. Maintain accurate records to document the communication process. Inform the designated Division project personnel of any design defects, reported by the Contractor or observed by the Consultant. Submit all administrative items relating to Invoice Approval, Personnel Approval, User IDs, Time Extensions, and Supplemental Amendments to the Construction Project Manager for review and approval. 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: A. Further subdivide assigned inspection responsibilities, reassign inspection personnel, or assign additional Q inspection personnel, within one week of notification. 00 B. Immediately replace personnel whose performance has been determined by the Consultant and/or the Division to 1� be inadequate. N C. Immediately increase the frequency of monitoring and inspection activities in phases of work that are the c Consultant's responsibility. M D. Increase the scope and frequency of training of the Consultant personnel. .2 0 REQUIREMENTS OF THE CONSULTANT to m CD 9.1 General: O0 cn N It shall be the responsibility of the Consultant to administer, monitor, and inspect the Construction Contract such that the project is constructed in reasonable conformity with the plans, specifications, and special provisions for E the Construction Contract. z Observe the Contractor's work to determine the progress and quality of work. Identify discrepancies, report significant discrepancies to the Division, and direct the Contractor to correct such observed discrepancies. Q Consult with the Construction Project Manager as necessary and direct all issues, which exceed delegated authority to the Construction Project Manager for Division action or direction. 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. 9.2 Survey Control: Check or establish the survey control baseline(s) along with sufficient baseline control points and bench marks at appropriate intervals along the project in order to: (1) make and record measurements necessary to calculate and document quantities for pay items, (2) make and record pre -construction and final cross sectio Packet Pg. 589 project site in those areas where earthwork (i.e., embankment, excavation, subsoil excavation, etc.) is pa 16.B.4.c construction project, and (3) perform incidental engineering surveys. 9.3 9.4 9.5 On -site Inspection: 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. Monitor and inspect Contractor's Work Zone Traffic Control Plan and review modifications to the Work Zone 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 procedures. Sampling and Testing: Perform sampling and testing of component materials and completed work in accordance with the Construction 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 for verification and acceptance. The Consultant shall also perform inspection and sampling of materials and components at locations remote from 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, FDOT label, FDOT 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 during the same week that the construction work is done. Transport samples to be tested to the appropriate laboratory that meets the FDOT standards. 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. 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 failure of such parties to follow 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. c 0 M .2 0 U) to CD M N C m E z c� Q Packet Pg. 590 (2) Prepare and submit to the Construction Project Manager for approval, within thirty h(30) days 16.B.4.c 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. a) Action Request Form b) Contract Status Report, or other approved fund tracking report c) CEI Consultant Firm estimated staffing (completed in accordance with the original Consultant Contract Agreement) d) 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 storm water pollution prevention measures associated with the project. For each project that requires the use of the National Pollutant Discharge Elimination System (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 Z compliance with the contract documents. Elements including, but not limited to, completeness, logic, o durations, activity, flow, milestone dates, concurrency, resource allotment, and delays will be reviewed. Verify the schedule conforms with the construction phasing and Maintenance of Traffic (MOT) o sequences, including all contract modifications. Provide a written review of the schedule identifying a significant omissions, improbable or unreasonable activity durations, errors in logic, and any other Q concerns as detailed in CPAM. 00 (6) Analyze problems that arise on a project and proposals submitted by the Contractor; work to resolve 0 N such issues and process the necessary paperwork. v (7) Monitor, inspect and document utility relocation self -performed by the Contractor for conformance with c 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 2 between Utility Agency's representatives, Division's staff and Contractors executing the work. Identify y potential utility conflicts and assist in the resolution of utility issues including County and Privately- to owned facilities. Identify, review, and track progress of Joint Project Agreements, and/or other Division and utility N Agreements. Address work progress, track reimbursement activities, and address betterment and salvage determination. Prepare all necessary documentation to support reimbursement activities and betterment and salvage determination. z M (8) Produce reports, verify quantity calculations and field measure for payment purposes as needed to Q 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 Commissioners, Dispute Review Boards, or any other necessary Stakeholder meetings in connection with the project covered by this Agreement. (10) Monitor each Contractor and subcontractor's compliance with specifications and special provisions of the Construction Contract in regard to payment of predetermined wage rates in accordance with FDOT procedures. (11) Provide a Resident Compliance Specialist for surveillance of the Contractor's compliance with Construction Contract requirements in accordance with the FDOT LAP Manual. The Resident Compliance Specialist is responsible for reviewing, monitoring, evaluating, a packet Pg. 591 documentation required for Construction Contract compliance and maintaining the appropri 16.B.4.c thereof. Typical areas of compliance responsibility include Equal Employment Opportunity (EEO) Affirmative Actions for the prime contractor and subcontractor, Disadvantaged Business Enterprise (DBE) Affirmative Action, Contractor Formal Training, Payroll, and Subcontracts. The Resident Compliance Specialist must keep all related documents and correspondence accurate up to date and provide all documents to the County one per week; maintain a tracker of compliance actions; attend all compliance reviews and furnish the complete project file for review; and assist the Construction Project Manager as requested. The Resident Compliance Specialist will be expected to collect and obtain all required documentation in accordance with the FDOT LAP Manual, not only documentation required for FDOT risk based compliance reviews. (12) Provide Community 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 general public information meetings, open houses, community meetings as directed by the Division's representatives. (13) Prepare and submit to the Construction Project Manager monthly, a Construction Status Report, in a format to be approved by the Division. (14) Video tape the pre -construction conditions throughout the project limits. Provide a digital photo log or video of project activities, with heavy emphasis on potential claim items/issues and on areas of real/potential public controversy. (15) Provide a digital camera for photographic documentation of 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 the days of Substantial, Partial and Final Acceptance. Provide visual documentation of the Project through the periodic collection of a set of panoramic digital Q photographs at predetermined stations throughout the project. Photographic locations should be located co at intervals such that the digital photographs collectively portray most of the visible surfaces on the Project. The digital photographs should be taken with a frequency designed to reveal changes in the N progress of the Project, which can be compared to other project data including daily reports of construction and scheduling updates. Photographic data files comprising each digital photograph are to o be supplied together with an HTML (web page) based access and display system for viewing the o photographs. Original photographic data files are to be supplied for archival purposes and comprise .5 photographic data identical in form and content to that produced by the digital camera used to capture ro the image. Working photographic data files are to be supplied for everyday reference purposes and comprise copies of each 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 O0 display system should be comprised of a series of HTML files (web pages) which allow a user to view N each photographic data file at random, and in a sequence which simulates the visual experience of a viewer moving through the actual Project from one photographic station to the next. The original m photographic data files, working photographic data files and access and display system are to be z distributed on CD ROM and portable hard disk media. The working photographic data files and the access and display system should also be maintained on a server accessible via the Internet. Q 10.0 Geotechnical Engineering: The prime Consultant may engage the services of a geotechnical subconsultant to perform some of the services indicated in this section. However, the prime Consultant will be responsible to the Division for the satisfactory performance and timeliness of these services. The prime Consultant will be required to become familiar with the existing site conditions and the contract documents. Observe and record the progress and quality of foundation work to determine that the foundations are constructed at the correct locations and elevations, identify discrepancies, and direct the Contractor to correct such observed discrepancies. Attend the Preconstruction Conference and/or special geotechnical meeting for the Construction Contract. All services under this section will be performed in accordance with FDOT Specification Section 455. Inspect and verify that the Contractor has performed the foundation work in accordanc packet Pg. 592 10.1 10.2 FDOT Specification Section 455 and other contract documents. Provide qualified Geotechnical Engineers an 16.B.4.c qualified inspectors in Drilled Shaft/Pile Driving/Auger Cast Pile inspection, relevant to the foundation type(s) required in the plans. Schedule meetings and facilitate communications between the Contractor and any Specialty Contractors, the CEI, and the Division Geotechnical Engineer/County Project Manager (DGE) as needed. Observe and verify that all work is performed in accordance with the contract documents. Assure that any specialty work is completed as necessary to accomplish its intent. The following geotechnical engineering services shall be performed if applicable: Drilled Shafts: • Process and review the Drilled Shaft Installation Plan in accordance with CPAM. • Schedule a pre -drilled shaft installation meeting to review and discuss the drilled shaft installation procedures. Make sure that the Contractor's field superintendent, CEI's drilled shaft inspector(s), and the DGE are invited. Prepare and distribute meeting minutes to the attendees. • Inspect installation of test holes (methods shafts), load test shafts, and production shafts and ensure they are constructed in accordance with the plans, specifications, and special provisions for the Construction Contract. Report to the DGE any problems observed during the installation of the test holes, deviations from the Drilled Shaft Installation Plan or contract documents, and construction quality issues associated with the Contractor's methods. If there are pilot holes in the project, advise the DGE on the pilot hole schedule. Verify the pilot hole locations. Inspect the performance of the pilot holes and complete the proper FDOT inspection form, describing accurately the soils/rocks encountered and corresponding depths, the results of field testing performed (Standard Penetration Test blow counts, Cone Penetration Tests, or other, if applicable) and the results of the rock coring performed (coring time, recovery and rock quality designation (RQD). Analyze the load test data, pilot holes and any other available soils/rock data as required to establish final drilled shaft tip elevations and minimum rock socket lengths. Submit report(s) recommending production shaft tip elevations, minimum rock socket lengths and any other recommendations that may be required in the rock socket lengths and any other recommendations that may be required in the project (such as rock socket material definition and impact of permanent or temporary casing on the required minimum socket lengths) to the DGE for approval. • Inspect the bottom of the shafts for cleanliness using manual soundings or shaft inspection device as required in the contractdocuments. • Complete all necessary drilled shaft inspection forms and keep a log of all inspections made of the shafts. Observe the performance of any load tests and verify that the details are implemented as planned. • Provide completed drilled shaft inspection forms for all production and test shaft installations to the DGE upon completion of the drilled shaft installation. When conditions occur which are different from those indicated on the plans, immediately report them to the Geotechnical Engineer of Record and the DGE. Recommend adjustments to the authorized depths as necessary to obtain the shaft capacity to the DGE for approval. • Review the drilled shaft logs and the concrete placement logs to identify possible shaft integrity problems and potential causes. Communicate identified issues to the DGE. • a) Hire a Specialty Engineer to perform non-destructive integrity testing of drilled shafts as required to estimate shaft uniformity and to detect possible shaft defects. Report results to the DGE. • Evaluate problems encountered during construction and coordinate with the DGE and the Contractor to resolve such problems, including possible withdrawing Drilled Shaft Installation Plan approval. Piles: • Process and review the Pile Installation Plan in accordance with CPAM. • Perform preliminary Wave Equation Analyses to assess and provide comments regarding the suitability of hammer driving system(s) included in the Pile Installation Plan. Provide analyses results (estimated blow count ranges for the nominal bearing resistances, installation stresses etc.) to the DGE. • Schedule a pre -pile installation meeting to review and discuss the pile installation procedures. Make sure the Contractor's field superintendent, CEI's pile inspectors, and the DGE are invited. Prepare and distribute meeting minutes to the attendees. • Provide personnel proficient in operation of the Pile Driving Analyzer (PDA) or Embedded Data Collector (EDC) monitoring equipment required for the project, for data collection, interpretation and analysis. Utilize the most current version of equipment and software for dynamic testing and dynamic data analysis. • Perform dynamic testing per the contract documents during initial driving and redrives. Submit electronic PDA and EDC files upon completion of the test pile installation. c 0 M 2 0 U) to CD M N c 0 E z M Q • Inspect and record the test pile driving process in accordance with CPAM. • Perform signal matching analysis on test pile data for selected blows, using the latest software version. At a minimum, signal matching analysis shall be performed on initial drive data where required resistance is obtained below the minimum tip elevation and on set -check data (if any). If reque Packet Pg. 593 10.3 11.0 11.2 circumstances, the end of drive signal matching analysis will be performed in the field upon completion 16.B.4.c drive; otherwise, it shall be completed within 24 hours of driving the instrumented pile. • Analyze the test data and available soils data as required to establish production pile lengths and driving criteria. The analysis must include signal matching analysis and wave equation calibration analysis to determine a pile driving -soil system model that will predict accurately driving resistance with stroke (or pressure) and blows per foot while matching transferred energy and dynamic stresses with the ones measured in the field. Submit preliminary report(s) recommending production pile lengths and driving criteria to the DGE for approval. The preliminary report shall include printed & plotted Signal Matching and Wave Equation Analysis outputs, and electronic files (Windows compatible) of all raw data obtained by the PDA and EDC equipment and the signal matching and wave equation analyses. • Furnish final written letters, signed and sealed, for production pile lengths and the dance with CPAM. When applicable, include recommendations to determine "firm bearing material". • Inspect the conditions of the piles prior to installation, including any pile splices. • Observe and verify that concrete piles were properly supported during storage and handled with appropriate Z pick-up details per contract documents. • Inspect the pile driving installation. Complete the FDOT pile driving logs. d • Observe the performance of any static or statnamic load tests and review the details are implemented as w planned. to • Evaluate problems encountered during construction and coordinate with the DGE and the Contractor to resolve such problems, including possible additional testing and withdrawing the Pile Installation Plan. Suread Footings: • Observe construction of spread footing foundations and verify that they are founded at the required elevation rn and on the proper soil/rock material. • Verify the Construction Plan requirements and the applicable specifications are followed throughout the C) spread footing construction. • Evaluate problems encountered during construction and coordinate with the DGE and the Contractor to 0 resolve such problems. M PERSONNEL General Requirements: Provide prequalified/competent personnel necessary to efficiently and effectively carry out its responsibilities under 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. Personnel Oualifications: Provide competent personnel qualified by experience and education. Submit to the Construction Project Manager 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. c 0 M .2 0 to CD M N c m E z c� Q 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 Packet Pg. 594 direction of a Senior Inspector shall have six months from the date of hire to obtain the n 16.B.4.c 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 engineering experience. CEI PROJECT ADMINISTRATOR/PROJECT ENGINEER - A Civil Engineering degree plus two (2) o years of engineering experience in construction of major road or bridge structures, or for non-degreed personnel a eight (8) years of responsible and related engineering experience, two (2) years of which involved construction of Q major road or bridge structures with the exception of Complex Category 2 (CC2) bridge structures. 00 As an exception, only one (1) year of PTS bridge experience will be required for registered project administrators M 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 r- 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 I Compliance Specialist, and Secretary) and must have been directly responsible for all CEI services assigned. 2 0 CPTS years of experience must have included a minimum of twelve (12) months experience in each of the U) to following areas: (1) casting yard operations and related surveying; (2) segment erection and related w surveying, post -tensioning (PT) of tendons and grouting of prestressing steel. O0 cn N CPTCB 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 grouting operations. E PTS years of experience must include monitoring of the following: installation of PT ducts and related 43 hardware and post -tensioning and grouting of strands or be the level of experience that meets the criteria for Q 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 Packet Pg. 595 CERTIFICATIONS: FDOT Advanced MOT 16.B.4.c 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 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 construction of major road or bridge structures with the exception of Complex Category 2 (CC2) bridge structures. QUALIFICATIONS: CTQP Final Estimates Level 11 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 11 CEI ASSOCIATE CONTRACT SUPPORT SPECIALIST - High school graduate or equivalent plus three (3) years of secretarial and/or clerical experience including two (2) years' 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.) 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. c 0 s 0 U) to o� M N C m E z V M Q CPTS years of experience must have included a minimum of twelve (12) months of inspection experience in 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. Packet Pg. 596 CPTCB years of experience must include monitoring and inspection of the following: girder erection, sa 16.B.4.c 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: Q FDOT Intermediate MOT 00 0 Nuclear Radiation Safety ti N IMSA Traffic Signal Inspector Level I 0 OTHER: M Complete the Critical Structures Construction Issues, Self -Study Course, and submit the mandatory Certification 'o of Course Completion form (for structures projects). U) to CD 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 N responsible for coordinating and managing the lower level inspectors. Work is performed under the general; supervision of the Project Administrator. E CEI INSPECTOR/ENGINEER INTERN - High school graduate or equivalent plus two (2) years' experience in construction inspection, one (1) year of which shall have been in bridge and/or roadway construction Q 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 Packet Pg. 597 CTQP Drilled Shaft Inspection (required for inspection of all drilled shafts including miscellaneous st 16.B.4.c such as sign structures, lighting structures, and traffic signal structures) IMSA Traffic Signal Inspector Level I CTQP Final Estimates Level I CERTIFICATIONS: FDOT Intermediate MOT Nuclear Radiation Safety IMSA Traffic Signal Inspector Level I Florida Stormwater, Erosion, and Sedimentation Control Training and Certification Program for Inspectors and Contractors 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 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) years' 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: QUALIFICATIONS: CTQP Asphalt Plant Level I CTQP Asphalt Plant Level II CEI INSPECTORS AIDE - High School graduate or equivalent and able to perform basic mathematical calculation 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 ti (including two (2) years as Party Chief). Experienced in field engineering and construction layout, making and N checking survey computations and supervising a survey party. Work is performed under general supervision of r_ Project Administrator. c M CEI INSTRUMENT PERSON - High school graduate plus three (3) years of experience in construction 2 surveying one (1) year of which shall have been as instrument -man. Responsible for performing assignments in 0 assisting Party Chief in the performance of their duties. Receives general supervision from Party Chief who to reviews work while in progress. r' CEI ROD-PERSON/CHAIN PERSON - High school graduate with some survey experience or training N preferred. Receives supervision from and assists Party Chief who reviews work while in progress. m 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 cc 4. standard word processing software. Should exercise independent initiative to help relieve the supervisor of Q clerical detail. Work under general supervision of the Senior Project Engineer and staff. 12 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. Packet Pg. 598 If the suspension of Contractor operations requires the removal of Consultant forces from the project, the Consultant 16.B.4.c allowed ten (10) days maximum to demobilize, relocate, or terminate such forces. 13. QUALITY ASSURANCE (QA) PROGRAM 13.1 Ouality 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 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, responsibilities and autonomy of the QA organization shall be detailed as well as the names and qualifications of personnel in the quality control organization. B. Quality Assurance Reviews: Detail the methods used to monitor and achieve 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. 13.2 Quality Assurance Reviews: a 0 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, 2 procedures, training, guidance, and staffing included in the execution of this Agreement. Quality Assurance Reviews y shall also be developed and performed to achieve compliance with specific QA provisions contained in this to Agreement. The semi-annual reviews shall be submitted to the Construction Project Manager in written form no later CD than one (1) month after the review. M N For this project, the CCEI shall perform an initial QA review within the first two (2) months of the start of construction. E z The CCEI shall perform an initial QA review on its asphalt inspection staff after the Contractor has completed ten 0 (10) full work days of mainline asphalt paving operations, or 25% of the asphalt pay item amount (whichever is less) Q to validate that all sampling, testing, inspection, and documentation are occurring as required of the CCEI staff. Packet Pg. 599 13.3 Quality Records: 16.B.4.c Maintain adequate records of the quality assurance actions performed by the organization (including subcontractors and vendors) in providing services and products under this Agreement. All records shall indicate the nature and number of observations made, the number and type of deficiencies found, and the corrective actions taken. All records shall be available to the Division, upon request, during the Agreement term. All records shall be kept at the primary job site and shall be subject to audit review. 14 CERTIFICATION OF FINAL ESTIMATES 14.1 Final Estimate and As -Built Plans Submittal: Prepare documentation and records in compliance with the Agreement, Statewide Quality Control (QC) Plan, or Consultant's approved QC Plan and the FDOT's Procedures as required by CPAM. Submit the Final Estimate(s) and one (1) set of final "as -built plans" documenting the Contractor's work in accordance with CPAM. Revisions to the Certified Final Estimate will be made at no additional cost to the County. 14.2 Certification: Consultant personnel preparing the Certified Final Estimate Package shall be CTQP Final Estimates Level II. Duly authorized representative of the Consultant firm will provide a notarized certification on a form pursuant to FDOT's procedures. 14.3 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 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 Firm 20 Points TOTAL POSSIBLE POINTS 100 Points For complete explanation of each evaluation criteria, please see the file titled "RPS 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)**** c 0 M 2 0 U) to CD M N C 0 E z c� Q Packet Pg. 600 r COINCT y CONSTRUCTION ENGINEERING INSPECTION SERVICES FOR 16th Street NE Bridge RPS No. 23-8196 November 2023 I'I Designed to Amaze, Engineered to Last' Co Ier C01414ty Section 1: Ability of Professional Personne CEI Services for 1611 Street NE Bridge RPS No.: 23-8196 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................................................................................................. Section 6: Recent, Current, and Projected Workloads of the Firm ............................... Section 7: Required Forms .........................................5 -1 6-1 I�I�IH&I--I H&H November 17, 2023 Leeann Charles Procurement Strategist Procurement Services Division 3295 Tamiami Trail East, Bldg C-2 Naples, Florida 34112 Re: CEI Services for 16th Street NE Bridge (RPS No. 23-8196) Dear Ms. Charles and Selection Committee: 4130 Pine Island Road Matlacha, FL 33993 T: 239.229.5853 www.hardestyhanover.com Hardesty & Hanover (H&H) is pleased to submit our qualifications to serve as your construction engineering and inspection (CEI) team for the replacement of the 161h Street NE Bridge. Our team includes AECOM for inspection support, 1-1213 Corp for geotechnical services as well as inspection support and material testing, Volkert for underwater inspection, and Covalt Group for Resident Compliance Specialist duties. This team 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. Collier County Experience: H&H staff has previously performed contracts in Collier County, including the Gator Canal Bridge Replacement project, 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 bridge experience in Collier County also provides us the knowledge of the subsurface conditions we will likely encounter. Qualified Staff: Our proposed staff have relevant project experience and a successful track record working on Collier County assignments. Our team offers the services of Steven Nappi, PE, well known in Collier County as a Senior Project Engineer with extensive bridge CEI experience. The H&H field team will be led by Cal Santarelli, who has previously worked with Collier County on a Bridge Lap project. Our Senior Inspector, Brad Ballinger and proposed alternate Senior Inspector Joe Monahan have successful Collier County bridge replacement experience. Nicole Nappi has served as Contract Support Specialist on our past three Collier County projects. Additionally, Sabrina Covalt has served in the roll of Resident Compliance Specialist on all H&H LAP projects. Their experience and previous history working together on projects affords us a team synergy that is unmatched! 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 4hael S/eno, PE Principal ..,,.,...�„_.,.,�.aw.,:.��,w.,�....,.....new.m,.,.s..a.�,w...ao,...�.a...s...,.,�, Coder C Ou Kt y CEI SERVICES FOR 16th Street NE Bridge RPS No. 23-8196 H 010 Is�H CEI Services for Co Ter County The Hardesty & Hanover (H&H) team is prepared to provide construction engineering and inspection (CEI) services for the 16th Street NE bridge project. We anticipate construction beginning in November 2024 with an approximate 20- month contract duration. The timing of the project aligns well with our current workload as the Stan Gober bridge will be nearing completion. H&H's successful completion of Collier County bridge and LAP projects positions us well for this assignment. H&H is qualified to perform CEI on LAP projects. We successfully completed the Old CR 29 sidewalk project for Hendry County and are currently working on the Harlem Sidewalk Replacement LAP project in Hendry County, which is expected to be completed this month. H&H is performing CEI on two additional Florida Department of Transportation (FDOT) District 1 assignments, the Pine Island Causeway Road and Bridge project and Manatee County Bridge Scour Counter Measure project. FDOT staff can attest to our performance on these projects. Our current experience ensures the H&H team has the appropriate credentials to utilize FDOT programs, including VPN access and MAC. Additionally, these assignments have fostered great working relationships with the Department allowing us to contact staff when needed. 161" Street NE Bridge RPS No.: 23-8196 Combining our expertise with experience gained from our Collier County and FDOT 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. 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. Cal Santarelli will serve as the Project Administrator (PA). Cal has significant bridge construction experience, including CEI on the replacement Sanibel Bridge Structure A. He continued with roadway and bridge replacement projects in multiple capacities throughout his career spanning a staggering 35 years. This includes his most recent assignment as Project Manager on the Collier County package D bridge LAP contract. We are offering two Senior Inspectors to ensure staff is available. Brad Ballinger (H&H) is our proposed Senior Inspector. Joe Monahan (AECOM) will serve as an alternate Senior Inspector. Brad worked as an inspector on two FDOT bridge projects and recently served as the Senior Inspector on the Golden Gate Bridge Replacement for Collier County. This project was deemed a success, finishing within allowable contract time and only one change order to add decorative rail at the request of the public. Joe also has relevant recent bridge experience for Collier County serving as the Senior Inspector on the White Boulevard over Cypress Canal Bridge Replacement project. Joe is currently working with H&H staff on the Little Pine Island Bridge Replacement project in Lee County. We are showing both Brad and Joe to display our depth of resources as this project is scheduled to begin a year from now. Our team is complemented by our subconsultants who were picked based on successful previous teaming arrangements and their expertise. The additional inspection staff possess extensive experience relevant to the work required for this project and can be used as resources to the project. Steve Nappi, PE — Senior Project Engineer 11111 H&H 1-3 CEI Services for Co Ter County 161" Street NE Bridge RPS No.: 23-8196 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. This includes the Gator Canal and Golden Gate Bridge projects. Steve is an expert in bridge construction and is often sought to assist in all aspects of bridge CEI. Recent assignments include the emergency counterweight repairs of the 17th Avenue Bascule Bridge in Miami, the replacement of the submarine cable for the Cortez bridge in Bradenton, and the replacement of the Little Pine Island Bridge in Pine Island which was damaged by Hurricane Ian. Cal Santarelli — Project Administrator Cal has worked his entire career in CEI, becoming one of the most prolific local CEI employees in the industry. His involvement in nearly all aspects of roadway and bridge projects prepares him well for this assignment. Local knowledge of the subsurface materials and working on Collier County's Package D bridge further assures his success. Cal understands the difficulties with this project and will utilize his contacts to assist in resolving issues. Brad Ballinger, — Bridge Senior Inspector Brad has successfully served as Senior Inspector on the Golden Gate Bridge Replacement project for Collier County. He was able to highlight his ability to work well with the Contractor while ensuring contract requirements were met. He trained junior staff in pile driving operations, concrete pours, and screed depth checks throughout the phased construction. His experience translates well and he will be ready to work on this assignment with County staff. Joe Monahan is proposed as an alternate Senior Inspector. Joe was selected based on his past bridge experience, ability to work well with contractor's, and his previous and current experience working with H&H staff. Scott Via — Signals Senior Inspector Scott is proposed as a resource for the temporary signal work. Scott has 35 years of transportation construction and inspection experience specializing in signals. He is proficient in planning and managing the construction of all aspects of traffic signal, ITS, road lighting, highway signing, and guard rail installation projects. He brought this expertise to the Veterans Memorial Project where three intersections received new traffic signals. Scott will be able to assist the team to ensure the signals meet the expectations of Collier County staff. 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 e seen in to the final plans being released for bid. Our design team has successfully performed • 'findings' reviews on the Veterans Memorial Phase I and Golden Gate Canal projects. Findings project 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. AECOM, Inspection Support Assisting with this contract will be AECOM, which has provided planning and engineering services to FDOT q �COM since 1957, construction phase services since the 1960s, and currently services all FDOT districts in Florida. / With over 135 CEI employees in Florida and state-of-the-art technology, AECOM has ample resources to successfully complete this assignment. AECOM enjoys a reputation with local and state governments and agencies as a capable, experienced firm with a history of j j H&H 1-4 CEI Services for Co Ter County 161" Street NE Bridge RPS No.: 23-8196 completing projects within difficult time frames and providing rapid response to project needs. AECOM has developed long-term relationships by providing professional services that win trust and respect. AECOM is the world's trusted infrastructure consulting firm, delivering professional services throughout the project lifecycle — from planning, design and engineering to program and construction management. On projects spanning transportation, buildings, water, new energy and the environment, our public- and private -sector clients trust us to solve their most complex challenges. Our teams are driven by a common purpose to deliver a better world through our unrivaled technical expertise and innovation, a culture of equity, diversity and inclusion, and a commitment to environmental, social and governance priorities. AECOM is a Fortune 500 firm and its Professional Services business had revenue of $13.1 billion in fiscal year 2022. 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 H2R Corp (SBE), Materials Testing and Geotechnical • 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 provides a wide range of geotechnical engineering and construction services to a diverse portfolio of public rm and private clients. H2R provides geotechnical engineering, foundation testing and inspection, subsurface exploration and drilling, specialty construction support and verification, materials testing and inspection services, and CEI support services throughout Florida. Complete field services and accredited laboratory facilities are in the Tampa Bay, Fort Myers, and Ft. Lauderdale/Miami Areas. H2R is a FDOT-certified Small Business Enterprise. Covalt Group, Resident Compliance Specialist Founded in 2007, Covalt Group (Covalt) is an FDOT DBE -certified company currently specializing in CLIC-PLIANCT Compliance Specialist field positions on federal, FDOT, and LAP projects. The firm's experience includes a coyALTGROUP strong working knowledge of Company EEO, Project EEO, DBE, OJT, and WAGES payroll procedures. Covalt (71A1I- will remain involved in progress meetings and stay current on construction progress. They understand that critical time frames and methods for ensuring accurate collection of documentation are necessary for project success. Covalt is well known for thoroughly understanding FDOT's requirements, procedures, and priorities, and FHWA's expectations. Covalt Group has leadership traits that include honesty, integrity, and decisiveness. 11111 H&H 1-5 CEI Services for CO Ier C01414ty Organization Chart 1611 Street NE Bridge Co IeY C0" 4-Kty SupportAdditional Materials Testing Underwater Inspection H2R Corp Volkert, Inc. RPS No.: 23-8196 IIIII H&H 1-6 STEVEN NAPPI, PE CEI SENIOR PROJECT ENGINEER YEARS OF EX P ER IEN C E 17 total, 4 with H&H REGISTRATIONS & CERTIFICATIONS TIN #: N10079383 Professional Engineer: FL (2011, 72412) CTQP Earthwork Construction Inspection - Level 1 CTQP Earthwork Construction Inspection - Level 2 FDOT Concrete Field Inspector Specification Final Estimates - Level 1 Final Estimates - Level 2 Pile Driving Inspection QC Manager IMSA Traffic Signal Inspector FDOT Advanced MOT NHI Safety Inspection of In - Service Bridges NACE Coating Inspector Level 1 Nuclear Density Gauge Safety Training FDEP/Stormwater Management Inspector (SWPPP) Critical Structures Construction Issues SSC EDUCATION BS, Engineering (Major), Structural Engineering (Minor), Math (Minor), 2005, Roger Williams University SUMMARY BIOGRAPHY Steven Nappi has extensive experience in managing and administering road and bridge construction engineering and inspection (CEI) projects. With a strong background in structural engineering and inspections, Steve has successfully held positions with increasing levels of responsibility in the private and government sectors. PROJECT EXPERIENCE Pine Island Causeway Road & Bridge Permanent Repairs - Phased Design Build Pine Island, FL I FDOT District 1 FMOC 11/2023-Present Senior Project Engineer on the reconstruction of Pine Island Causeway and Little Pine Island Bridge (FPID 451937-2-52-01). Work includes lining the causeway with a 60' cantilevered steel sheet pile wall and the replacement of the Little Pine Island Bridge utilizing accelerated construction methods which include FSBs and two-way one lane traffic. References: James Heffelfinger, Construction Manager 239-985-7869 Veterans Memorial Boulevard Roadway Extension Phase I Design -Build Naples, FL I Collier County DOT 1 1/2021-present Senior Project Engineer for the roadway extension and widening of Veterans Memorial Blvd. Responsible for assigning staff to this project and ensuring their satisfactory performance. Attended meetings, assisted with claims avoidance, reviewed schedules, and provided quality assurance oversight for the project. This project extended and widened the existing 1.4-mile- long roadway segment while adding 3 signalized intersections and street lighting throughout. The project will have over 4,000 feet of water main and force main installed along with several thousand feet of drainage pipe and structures leading to new ponds to handle the wastewater from the roadway. Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Design -Build Naples, FL I Collier County DOT 111/2022-Present Senior Project Engineer for the replacement of the bridge crossing the Santa Barbara Canal on Golden Gate Parkway. This project will replace the existing four lane structure with a new four lane bridge wide enough to accommodate sidewalks and shoulders. This will allow the removal of two prefabricated steel pedestrian bridges. Drainage installations will also occur under this contract. Gator Canal Bridge Replacement Naples, FL I Collier County DOT 110/2020-present Senior Project Engineer for the replacement of a structurally obsolete bridge (#034843) on County Road 846. Responsible for assigning staff to this project and ensuring their satisfactory performance. He attended meetings, visited the site to oversee contractor operations, reviewed schedules, and provided quality assurance oversight for the project. The new bridge is founded on 24-inch piles, with cast -in -place caps and a deck. The new bridge will have 12-foot lanes with 10-foot shoulders on either side and have 3 spans that total 105 feet long. Due to traffic on CR 846 the bridge construction utilized three traffic control phases to maintain the current volume of commuters. Reference: Steve Ritter, Roadway Construction Manager, 239-253-1154 CEI Sidewalk Construction on Old CR 78 (LAP) Labelle, FL I Hendry County DOT Senior Project Engineer for the sidewalk construction located on Old CR 78 from CR 78 to SR 29 (FPID #435016-1-58-01) in Hendry County. The project included guardrail installation, signing and pavement markings, and curb and gutter. Nicole prepared and distributed meeting I1I1IH&H STEVEN NAPPI, PE CEI SENIOR PROJECT ENGINEER agendas and minutes, reviewed and maintained submittal logs, reviewed estimates and assists with filing. Hendry County Reference: Jorge Hernandez, Project Engineer, (863) 675-5222. CEI Sidewalk Inspection on Various Locations in the Harlem Community Clewiston, FL I Hendry County 13/1/2023-Current Senior Project Engineer for the sidewalk construction in the Harlem Community. Work includes sidewalk and driveway removal and replacement, installation of truncated domes, MESS and drain pipe. Thermoplastic striping and signage is also required for completion of the new crosswalks. Reference:JorgeHernandez, Project Engineer, Hendry County DOT, 863-675-5222 Vanderbilt Drive Bridge Replacements Bonita Springs, FL I Collier County DOT 1 10/2016-6/2018 Senior Project Engineer for the replacement of two existing, functionally obsolete bridges located on Vanderbilt Dr and the resurfacing / reconstruction of the roadway from approx.. 300 feet south of Bridge #030178 to the south end of Bridge #034176 over the Cocohatchee River. The existing bridge culvert was replaced with a double -barrel 12'X8' box culvert while the three -span bridge over Little Horse Pass was replaced with a single span founded on 24-inch pile end bents. 36-inch Florida I -beams with an 8- inch CIP concrete deck and CIP traffic barriers and pedestrian walls round out the superstructure. A concrete sheet pile wall was used to raise the existing roadway 7 feet. This project also included reconstruction of a 10-foot shared path, deconstruction, removal of a pedestrian bridge, and extensive utility relocations. Reference: Steve Ritter, Roadway Construction Manager, 239-253- 1154 Boca Grande Causeway Swing Bridge Replacement Placida, FL I Gasparilla Island Bridge Authority (GIBA) 1 11/2013-7/2016 Swing Span Project Engineer responsible for performing quarterly inspections of the new swing span, providing continuous on - call consulting services to assist in troubleshooting issues that may arise, and serving as the PM for any projects required. Tasks to date have included the design, fabrication, and installation of an auxiliaryjack system to be used if the end lifts malfunctioned and a paint study to evaluate the current condition of the swing spans coating system. He was also responsible for construction and administrative aspects which included reviewing contract documents, holding meetings, reviewing progress pay estimates, change orders and the final estimate package, reviewing and routing shop drawings, reviewing and accepting schedules, updating submittal logs, preparing the final as-builts, monitoring field activities, and reviewing daily construction reports. Other tasks included reviewing claims and rendering a professional opinion on entitlement. Worked with inspectors to ensure permanent works were being installed in accordance with the contract documents. This project required the replacement of a structurally deficient swing span bridge located on the Boca Grande Causeway. The total bridge replacement length is 678 feet which included a 224-foot swing span. The fixed portion of the bridge utilized Florida I-beam girders founded on hammerhead pier caps and cast in place footings with 24-inch precast concrete piles. The size of the footings warranted mass concrete inspection. "Fish belly' main girders were used for the new swing span to resemble the old bridge and the new swing pivots on 2'-6" bronze and steel spherical discs housed in a pivot box. Eccentric wheel -end lift assemblies and span locks are located on the rest piers which raise and center the bridge, respectively. The project also included the polymer fender system, bridge tender house, and mechanical and electrical equipment. Included with the bridge replacement was the rehabilitation and repair of bulkhead walls, construction of temporary and permanent Mechanically Stabilized Earth (MSE) walls, construction of critical temporary sheet pile walls required for phased construction, and a total of 0.24 miles of roadway construction. Reference: Kathy Verrico, Executive Director, 941-697-2271 exL 2 CR 78 (Pine Island Road) Matlacha Bascule Bridge Replacement Matlacha, FL I Lee County DOT 1 3/2012-11/2013 Project Engineer responsible for preparing agendas for progress meetings and recording minutes, preparing CPPR, holiday and weather letters, reviewing and approving estimates, tracking claims, shop drawing submittal logs, materials, and pay item overruns/underruns, updating/signing & sealing final as-builts, updating the computation book, and reviewing daily reports of construction. Also responsible for defending the County against claims which required his participation in depositions when the matter went to litigation. This 675-foot-long, $173M bascule bridge replacement project included reconfiguration of the roadway approaches, new bulkhead seawalls, and storm drainage collection and treatment system. The project consisted of constructing a new single -leaf bascule bridge with multiple maintenance of traffic phases to maintain traffic on the existing adjacent bascule bridge. The new bridge was constructed of pre -cast prestressed pile foundations, micro -silica mass reinforced concrete substructure, and pre -cast prestressed transversely post -tensioned superstructure deck slabs with a 5.5-inch reinforced concrete topping. The movable portion of the bridge consisted of an 87.5foot-long fracture critical steel plate main girder span rotated on trunnion bearings by twin hydraulic cylinders, each connected to the bottom plate of the span's trunnion girders. The movable www.hardestyhanover.com STEVEN NAPPI, PE CEI SENIOR PROJECT ENGINEER bridge deck consisted of both open and filled sections using lightweight concrete, along with steel traffic railings with above deck span locks. Reference: Randy Cerchie, Director, 239-533-8573 SR 951 Jolley Bridge (FPID: 195410-1-52-01) Collier County, FL I FDOT District 1 1 9/2009-9/2011 Project Manager for this $25 million design -build project requiring the construction of a new 1,600-foot bridge spanning Big Marco Pass which would carry southbound traffic onto Marco Island. The new bridge dwarfed its two-lane predecessor by incorporating two 12-foot travel lanes, six- and ten -foot shoulders, and an eight -foot sidewalk. The contractor utilized two (non - redundant) drilled shafts as foundations for the bridge and the superstructure consisted of Florida I -beams and stay -in -place metal decking with an 8.5-inch reinforced concrete deck. The caps required mass concrete monitoring. The project also included the widening of a two-lane facility to four lanes, construction of ponds to handle the added volume of drainage, utility relocations, the construction of a fender system which tied into the existing, demolition of fishing piers, and installation of MSE walls. Reference: Gerald Byne, PE, Construction Engineer, 239-985-7800 www.hardestyhanover.com CAL SANTAREM PROJECT ADMINISTRATOR YEARS OF EXPERIENCE 36 total REGISTRATIONS & CERTIFICATIONS Asphalt Paving Tech - Levels I & II Concrete Field Tech - Levels I & II Earthwork Construction Inspection - Levels I & II Final Estimates - Level I & 11 Drilled Shaft Inspection Pile Driving QC Manager Qualified Sampler Technician Maintenance Concrete Field Testing Tech - Grade I Concrete Strength Technician Concrete Transportation Construction Insp. Aggregate Testing Technician - Level I Aggregate Base Testing Technician - Level 11 Advanced Maintenance of Traffic Augercast Pile Course Critical Structures Construction Issues Construction Management Academy C.P.N. Radiation Safety RSO FDEPS FDOT MAC Module-2 IMSA Traffic Signal Tech - Level I FDOT Managed Field Ethernet Switch MSE Wall Inspector NPDES Stormwater Management OSHA 10 Hr. OSHA Confined spaces EDUCATION B.A., Louisiana State University,1984 A.A., Edison Community College,1981 I1I1I H&H SUMMARY BIOGRAPHY Cal Santarelli has 36 years of experience in Project Management/ Project Administration, Quality Control and Quality Assurance, notably on projects in the range of $400 million. During his career, Cal has built a reputation in Southwest Florida and beyond as an expert on project specifications for FDOT, SFWMD, and USACE. He has served in various management roles on multiple projects, including Senior Project Manager, PA, QC Manger, VP of Operations, and Senior Inspector. His experience has granted him the role of Senior Project Manager and QC Manager on three continuing service contracts as well as Project Manager on two Districtwide contracts for Districts 1 and 7, each worth $5 million. His responsibilities included scheduling for up to 50 staff members; reviewing and approving Daily Reports and MAC entries; and providing quality assurance reviews, project manhour estimates, contract management, funds tracking, client liaison and business development, technical review, preparation of QA/QC plans, and staff training. PROJECT EXPERIENCE Pine Island Causeway Road & Bridge Permanent Repairs - Phased Design Build Pine Island, FL I FDOT District 1 FMOC Project Administrator (PA) on the reconstruction of Pine Island Causeway and Little Pine Island Bridge (FPID 451937-2-52-01) References: James Heffelfinger, Construction Manager 239-985-7869 Aim Engineering and Surveying Fort Myers, FL 1 06/2018 - 07/2023 Senior Project Manager / Project Administrator on an FDOT Local Agency Program (LAP) contract and Senior Bridge Inspector. In addition, he is the MAC Administrator and a part of Aim's QA/QC inspection teams in performing on site QAR for FDOT CEI projects located throughout Districts 1, 4, and 7 FDOT LAP Districtwide Districtwide, FL I FDOT District 1 1 04/2022 - 06/2023 Project Administrator. A five-year D-1 continuing services contract to provide local area projects (LAP) resources in completing projects within the selected counties. References: Lisa Brinson, District LAP Administrator, 863.519.2836 Corkscrew Curve Roadway Improvements LAP (FMN 446323-1-58-01) Collier County, FL I Collier County 1 03/2023 - 05/2023 Project Administrator. References: Shannon Bassett, PMP, 239.253.3170 CR 846 Bridge Replacement LAP Project (FMN 444185-1-52-01) Collier County, FL I Collier County 1 05/2023 - 06/2023 Project Administrator. References: Julio Castro, Project Manager, 239.348.7328 Corkscrew Roadway winding and Improvements Lee County, FL I Lee County 1 04/2021 - 06/2023 Senior Bridge Inspector. References: Dave Murphy, Lee Count, Project Manager, 239.271.4299 GFA International Fort Myers, FL 1 06/2016 - 06/2018 Senior Project Manager and QA/QC Manager on several FDOT projects and USACE projects throughout SW Florida, including management of 12 QC inspectors. His duties also CAL SANTAREM PROJECT ADMINISTRATOR included hiring and training Inspection staff, reviewing contracts and invoices, establishing QA/QC program for field and lab staff, plan reviews and project estimating, building and maintaining FDOT Earthworks density logbooks, and attending FDOT reviews, program manager for MAC system, RSO officer, compiling monthly Contractor Compliance reports, preparing internal QSM for compliance with AASHTO R-18 compliance. References: Joseph Lee, Materials Manager Lab Qualifications, Districts 1 and 7 Materials Office, Bartow, FL, 863.519.4227, William Sammons, Materials Specialist -Earthworks 239.279.5098 Districtwide Contracts Districtwide, FL I FDOT Districts 1 and 7 Project Manager multiple contracts providing scheduling and management of multiple Districtwide Contracts, including the District 1 Continuing Services Contract (C91365), District 1 Push Button Contract (C9522), and District 7 Continuing Services Contract (C9A86). SR 70 Construction Engineering and Inspection Okeechobee, FL I FDOT District 1 QA Manager responsible for FDOT CEI staffing, fund tracking, report preparation, daily report reviews and quality assurance reviews of staff as well as interaction. References: Greg Falcone, Manatee Operations, 941.708.4425, Nikesh Patel, PE, 863.491.4132 and Susan Hindman, Heartland Operations, 863.471.4848 SR A1A Improvements (C9647, FPID 423034-1-S2-01) St Lucie County, FL I FDOT District 4 1 03/2013 - 03/2013 Senior Inspector/Drilled Shafts. SR Al A improvements south of Shorewinds Drive to the St. Lucie County Line. Project consisted of 5.2 miles of milling and resurfacing, roadway widening, and paved shoulders in select areas, signing and pavement markings, installing mast arm signalization, and installing new corridor landscaping. Additional roadway improvements include constructing new sidewalks, guardrail, concrete bench pads, ditch pavement and slope protection in select areas. Served as the Drilled Shaft Sr. Inspector for the mast arm signal installations. Reference: Josh Baker, FDOTTreasure Coast Ops, 772.465.7396 I-7S Design -Build (FPID 4206SS-1-S2-01) I Lee and Collier Counties I FDOT District 1 Firm Project Manager for this $435 million and 33 miles of roadway widening from four to six lanes with bridge deck replacements for 25 bridges on I-75. Cal's duties included overseeing a staff of 25 roadway and bridge inspectors; scheduling staff and reviewing all reports for the bridge inspection and pile installation; testing of all construction activities; developing and preparing project work scopes; reviewing material sampling entries; providing start-up and construction support; maintaining daily progress records, personnel man-hours, and equipment utilization; and assisted with the monthly estimate and daily report reconciliations. Reference: Crystal Gorman (formerly FDOT District 1 nConstruction PM), 863.674.0401 1 1112007 - 0612010 Sanibel Bridge and Toll Plaza Replacement Lee County, FL I Lee County 1 12/2004 - 5/2007 Project Manager/QC Manager responsible for managing a staff of six inspectors and in addition, provided Construction Materials Testing and Inspection personnel to the contractor, Boh Bros. The technicians' duties consisted of pile (driven, Augercast and sheet piles) monitoring, turbidity monitoring, vibration and noise monitoring, soils, concrete and asphalt testing and MSE wall inspection. In addition, providing underwater video of the cleanup in accordance with the US Coast Guard permit requirements, maintaining daily records of progress, personnel manhours, and equipment utilization and assisted with the monthly estimate and daily report reconciliations. This $190M project consisted of the replacement of two fixed bridges and one bascule bridge with two fixed and one high span bridge over the Caloosahatchee water way. These bridges connect Lee County mainland with Sanibel Island. Reference: Paul Wingard, PE (formerly Lee County DOT) 239.707.6981 Districtwide Materials and Testing/Inspection Districtwide, FL I FDOT District 1 1 04/2004 - 02/2014 Project Manager. Helped oversee the District One Materials testing contract (C8E64) for over 10 years. Helped in preparing billings, reports, invoices, materials sampling entries, preparing task work orders (TWO), and scheduling subcontractors. FDOT Reference: Tracy Padula, 863.519.4276 www.hardestyhanover.com 2 NICOLE NAPPI, CONTRACT SUPPORT SPECIALIST YEARS OF EXPERIENCE 3 total, 3 with H&H REGISTRATIONS & CERTIFICATIONS CTQP Final Estimates Level I & II (N10062583) EDUCATION BA, Elementary Education and Creative Writing, 2005, Roger Williams University MA, Curriculum and Instruction, 2007, University of Phoenix SUMMARY BIOGRAPHY Nicole Nappi continues to further her construction engineering and inspection (CEI) career in the construction field. Her schooling and previous jobs prepared her well in the position of administrative assistant, allowing her to utilize excellent organizational and communication skills. She quickly outgrew this role and began taking on Contract Support Specialist responsibilities. Earning very high marks on both the Final Estimates Level I and II CTQP examinations (92 and 94, respectively). Nicole has been excelling in this role assisting the Project Engineer with estimates, claims, time files, preparing letters, meeting agendas and minutes, filing, and sharing project documentation. PROJECT EXPERIENCE Pine Island Causeway Road & Bridge Permanent Repairs - Phased Design Build Pine Island, FL I FDOT District 1 FMOC 11/2023-Present Contract Support Specialist (CSS) on the reconstruction of Pine Island Causeway and Little Pine Island Bridge (FPID 451937-2-52-01). Duties include processing Task Work Orders (TWOS), Letters of Authorization (LOAs), estimates, preparing Detailed Damage Inspection Reports (DDIRs), agendas and meeting minutes, utilizing FDOT's Contract Funds Management (CFM) system, and filing. References: James Heffelfinger, Construction Manager 239-985-7869 Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Design -Build Naples, FL I Collier County DOT 111/2022-Present Contract Support Specialist for the replacement of the bridge crossing the Santa Barbara Canal on Golden Gate Parkway. This project will replace the existing four lane structure with a new four lane bridge wide enough to accommodate sidewalks and shoulders. This will allow the removal of two prefabricated steel pedestrian bridges. Drainage installations will also occur under this contract. Nicole prepares and distributes meeting agendas and minutes, reviews and maintains submittal logs, reviews estimates and assists with filing. CEI Sidewalk Inspection on Various Locations in the Harlem Community (FPID# 438095-1-68-01) (LAP) Clewiston, FL I Hendry County 1 3/1/2023-Current Contract Support Specialist for the sidewalk construction in the Harlem Community. Work includes sidewalk and driveway removal and replacement, installation of truncated domes, MESS and drain pipe. Thermoplastic striping and signage is also required for completion of the new crosswalks. Reference: Jorge Hernandez, Project Engineer, Hendry County DOT, 863-675-5222 Veterans Memorial Boulevard Roadway Extension Phase I Design -Build Naples, FL I Collier County DOT 111/2020-Present Contract Support Specialist for the 1.4-mile roadway extension and widening of Veterans Memorial Boulevard. The project required significant clearing and grubbing and will have over 4,000 feet of watermain and force main installed along with several thousand feet of drainage pipe and structures leading to new ponds to handle the wastewater from the roadway. Additional features include new signalized intersections, multi -use shared path, sidewalks, and lighting. Nicole prepares and distributes meeting agendas and minutes, reviews and maintains submittal logs, reviews estimates and assists with filing. H&H NICOLE NAPPI CONTRACT SUPPORT SPECIALIST Construction Services for Sidewalk Construction on Old CR 78 (LAP) Labelle, FL I Hendry County DOT 1 7/2021-12/2021 Contract Support Specialist for the sidewalk construction located on Old CR 78 from CR 78 to SR 29 (FPID #435016-1-58-01) in Hendry County. The project included guardrail installation, signing and pavement markings, and curb and gutter. Nicole prepared and distributed meeting agendas and minutes, reviewed and maintained submittal logs, reviewed estimates and assists with filing. Reference: Jorge Hernandez, Project Engineer, Hendry County DOT, 863-675-5222 Gator Canal Bridge Replacement Naples, FL I Collier County DOT 1 10/2020-1/2022 Contract Support Specialist/Administrative Assistant for the replacement of a structurally obsolete bridge (#034843) on CR 846. The new 105-foot-long bridge is founded on 24-inch piles, with cast -in -place caps and deck and will have 12 foot lanes with 10 foot shoulders on either side. Due to traffic on CR 846, the bridge construction utilized three traffic control phases to maintain the current volume of commuters. Nicole prepared and distributed meeting agendas and minutes, reviewed and maintained submittal logs, reviewed estimates and assists with filing. www.hardestyhanover.com BRADLEY BALLINGER CEI SENIOR INSPECTOR YEARS OF EXPERIENCE 6 total, 1 with H&H REGISTRATIONS & CERTIFICATIONS TIN #: B65277958 CTQP 7/22 Asphalt Paving Level 1 5/22 Earthwork Level 1 5/25 Earthwork Level 11 3/23 Final Estimates Level 1 10/26 FDOT Concrete Specification Other FDOT Intermediate MOT Nuclear Gauge Safety Certification FDEP/Stormwater Management Inspector (SWPPP) Critical Structures Construction Issues SSC MSE Wall CBT Auger Cast Pile CBT SUMMARY BIOGRAPHY Brad has nearly 7 years of construction engineering experience working on several projects for the Florida Department of Transportation District 1 as well as local municipalities. He maintains an excellent relationship with the client, contractor, and coworkers ensuring everyone is working to achieve the common goal of delivering a quality project on time and within budget. On his assignments listed below, he was responsible for the inspection to determine contractor's work was in compliance with contract documents. This includes sampling and testing materials and completing the density log books. He was also responsible for all field measures, quantities, inspection reports, documentation, and progress photos. PROJECT EXPERIENCE Lee County District Wide Sidewalk Replacement CDBG Project Lee County, FL I Lee County DOT 110/2023-Present Senior Inspector for the replacement of sidewalk and associated damage due to Hurricane Irma. This work is in eight communities throughout Lee County. Brad ensures safe implementation of MOT for both motorists and pedestrians/bicyclists. ADA requirements are strictly adhered to which includes allowable slopes, placement of truncated domes, clear zones and drop off hazards. Davis Bacon Act compliance is required and Brad handles those responsibilities for our RCS which includes labor interviews and bulletin board inspections. Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Design -Build Collier County, FL I Collier County DOT 1 11/2022-10/2023 Senior Inspector for the replacement of the structurally deficient bridge crossing Santa Barbara Canal. The project requires several TTC phases to construct the new four lane bridge, complete with 10-foot sidewalks on both sides which replaces the steel pedestrian bridges. The bridge is founded on 18-inch pre -stressed pre -cast piles with cast in place bent caps and deck. Utility relocations are required for this work to occur as well as coordination with businesses in the area. Brad successfully carried out the responsibilities of Senior Inspector on this project and ensured a completion within allowable contract time and budget. Veterans Memorial Boulevard Roadway Extension Phase I Design -Build Naples, FL I Collier County DOT 1 1/2022-11/2022 Senior Inspector responsibilities as needed for the roadway extension and widening of Veterans Memorial Boulevard. This project extended and widened the existing two-lane road 1.4 miles to four lanes with sidewalk and a shared use path while adding three signalized intersections and street lighting throughout. The project included 4,000 feet of water and force main installed along with several thousand feet of drainage pipe and structures leading to new ponds to handle the wastewater from the roadway. Post -Hurricane Ian Signal Assessment for Lee County Cape Coral, FL I Lee County DOT 1 10/2022-11/2022 Senior Inspector for the condition assessment of traffic equipment damaged by Hurricane Ian. The project scope includes visiting 66 intersections throughout Lee County to document the state of signaling equipment to ensure proper functionality. I1I1IH&H BRADLEY BALLINGER CEI SENIOR INSPECTOR SR 684 Cortez Road from 26th Street W to 14th Street W (FPID: 446954-1-52-01) Manatee County, FL I FDOT District 1 Inspector. Project improvements included the installation of three HAWK systems requiring drilled shafts and mast arms. The project also included median opening modifications, adding mid -block pedestrian crossings, resurfacing the roadway, modifying turn lanes, installing new signage, updating pavement markings, and reworking existing concrete driveways. Reference:luan Carrillo, PE, Project Administrator, (941) 465-0507. Resurfacing of US 41 in Downtown Sarasota (FPID: 431311-52-01) Sarasota County, FL I FDOT District 1 Inspector. This project required the milling and resurfacing of US 41 from US 301 and 10th Street. The project also included drainage structure installation, 19 drilled shafts for new signals, a HAWK system, new signage, and pavement markings. Reference: AlexAdames, PE, Engineering Manager, (941) 708-4402. Legacy Trail Pedestrian Bridge (FPID: 435450-1-52-01) Sarasota County, FL I FDOT District 1 Inspector. The Legacy Trail over Laurel Road Pedestrian Overpass, is located west of Laurel Road over 1-75 interchange in Nokomis, Florida. The existing Laurel Road (CR 762) is a four -lane undivided urban facility and originally had a signalized crossing at the Legacy Trail for pedestrians and cyclists. A pedestrian overpass structure was deemed necessary by local trail users and Sarasota County to provide a safe passage for the growing number of trail users and avoid Laurel Road vehicular traffic. The pedestrian overpass also improved the flow of the existing traffic by eliminating the at -grade signalized crossing. Other improvements included the milling and resurfacing of Laurel Road to remove the existing crosswalk and reconstruction of existing drainage ditches. Cast -in -place caps were constructed at the abutments to receive placement of the FIBS and a reinforced concrete deck was utilized. Reference: Greg Falcone, Construction Manager, (941) 465-0734. US 41 from Mcintosh road to Beneva Road (FPID: 433550-2-52-01) Sarasota County, FL I FDOT District 1 Inspector. The existing bridge did not accommodate bicyclists or pedestrians so this project widened US 41 from McIntosh Road to Beneva Road to allow for these users. The bridge was widened to the west requiring new piles to be driven and the reinforced concrete caps were extended. A cast in place deck was used and fiberglass rebar was used to replace steel reinforcing offering corrosion protection. Two five-foot bike lanes were marked along US 41 and five-foot sidewalks separated from traffic with barrier wall were placed. Drainage structures and pipe were required to handle the new drainage and new road construction was required at the widened areas. The entire project limits were resurfaced and marked with thermoplastic pavement markings. Reference: Greg Falcone, Construction Manager, (941) 465-0734. Ellenton Gillette Road Intersection Improvement Project (FPID: 435120-1-52-01) Manatee County, FL -I FDOT District 1 Inspector. This project required the installation of drilled shafts and mast arms for the installation of a new traffic signal along with milling and resurfacing Ellenton Gillette Road and 69th Street. A Drainage structure was installed along with concrete sidewalk. Reference: Juan Carrillo, PE, Project Administrator, (941) 465-0507. US 41 from Mcintosh Road to Beneva Road (FPID: 433550-2-52-01) Sarasota County, FL I FDOT District 1 Inspector. The existing bridge did not accommodate bicyclists or pedestrians so this project widened US 41 from McIntosh Road to Beneva Road to allow for these users. The bridge was widened to the west requiring new piles to be driven and the reinforced concrete caps were extended. A cast in place deck was used and fiberglass rebar was used to replace steel reinforcing offering corrosion protection. Two five-foot bike lanes were marked along US 41 and five-foot sidewalks separated from traffic with barrier wall were placed. Drainage structures and pipe were required to handle the new drainage and new road construction was required at the widened areas. The entire project limits were resurfaced and marked with thermoplastic pavement markings. Reference: Greg Falcone, Construction Manager, (941) 465-0734. US 41 (SR 45) Blackburn Point Road to Preymore Street (FPID: 433550-3-52-01) Sarasota County, FL I FDOT District 1 Inspector. Similar to the project above, the existing bridge did not accommodate bicyclists or pedestrians so this project widened US 41 from Blackburn Point Road to Preymore Street to allow for these users. The bridge was widened to the east requiring new piles to be driven and the reinforced concrete caps were extended. A cast in place deck was used and fiberglass rebar was used to replace steel reinforcing offering corrosion protection. Two five foot bike lanes were marked along US 41 and five-foot sidewalks www.hardestyhanover.com BRADLEY BALLINGER CEI SENIOR INSPECTOR separated from traffic with barrier wall were placed. Drainage structures and pipe were required to handle the new drainage and new road construction was required at the widened areas. The project also required utility relocations to avoid conflicts with the 30- inch County waterline. The entire project limits were resurfaced and marked with thermoplastic pavement markings. Reference: Juan Carrillo, PE, Project Administrator, (941) 465-0507. www.hardestyhanover.com GREGORY P. WHITE CEI PROJECT ADMINISTRATOR YEARS OF EX P E RIEN C E 38 total, <1 with H&H SUMMARY BIOGRAPHY Gregory White has 38+ years of professional experience in the Highway and Construction industry. He began his career working as a consultant to the NYSDOT, NYS Thruway and Metro -North Railroad on various types of civil projects, gaining valuable experience. Gregory transitioned himself to the public sector beginning in 2000 working for the New York State Thruway in their NY Division main office then in the field as a Project Engineer on numerous projects. Gregory has worked as a Civil Engineer I, Project Engineer, E.I.C., NICET Chief Inspector, NICET Senior Inspector, NICET Level II Inspector and Office Engineer during his career. PROJECT EXPERIENCE CEI Sidewalk Inspection on Various Locations in the Harlem Community R E GIST RATIONS & (FPID# 438095-1-68-01) CERTIFICATIONS Hendry County, FL I Hendry County 110/2023-Present TIN #: 812231127 Project Administrator providing CEI services for sidewalk construction at various locations FDOT- Final Estimates 1 Valid throughout the community of Harlem, Clewiston, FL in Hendry County. Gregory is 10/13/23 - 10/13/2028 responsible for reviewing daily inspection reports, on -site visits to meet with the inspectors Advanced MOT- November 2027 to review final quantities and attend bi-weekly progress meetings. Sidewalk improvements NYSDOT- Materials Training Course associated with this project are located on Carolina Avenue from 13th Street to 11th Street NYSDOT- Engineer in Training and Florida Avenue from 10th Street to 71h Street. Course. 2008 County -Wide Sidewalks & Canal Cleaning NYSDEC Erosion & Sediment Lee County, FL I Lee County 110/2023-Present Control Training Course 2022. SWT Project Administrator for this project including sidewalk replacement and ditch cleaning #2T-032322-147 throughout Lee County. Gregory is responsible for reviewing daily inspection reports, on- SSPC C-1 (Modified) Fundamentals site visits to meet with the inspectors to review progress and activities. Conduct bi-weekly of Protective Coatings for Industrial progress meetings. Structures. Metro -North Railroad Safety CEI Services for the Replacement of the Golden Gate Parkway Bridge Training Course 2022 over Santa Barbara Canal Design -Build Naples, FL I Collier County DOT 110/2023-Present E D U C AT 10 N Project Administrator providing CEI services for the replacement of the structurally BS, Civil Engineering Technology, deficient bridge crossing Santa Barbara Canal. The project requires several TTC phases to 1985, Fairleigh Dickinson University construct the new four lane bridge, complete with 10' sidewalks on both sides which AAS, Civil Engineering Technology, replaces the steel pedestrian bridges. The bridge is founded on 18" pre -stressed pre -cast 1983, Westchester Community piles with cast in place bent caps and deck. Utility relocations are required for this work to College occur as well as coordination with businesses in the area. Gregory's responsibilities include reviewing daily inspection reports, on -site visits to meet with the inspectors to review final P R O F E S S I O N A L quantities and attend bi-weekly progress meetings. A F F I L I A T 10 N S TANY 22-4/D214852 - Mill & Inlay and Safety Improvements along the New York State Thruway (I-87) from MP 43.5 - MP 46.0 Harriman, NY I New York State Thruway 1 3/2022-12/2022 H I G H L I G H T S Project Engineer on the $6 Million rehabilitation of roadway (2" milling & inlay) including installing pre -cast concrete slabs. Reviewing construction activities at night, supervision of the inspection staff and daily correspondence with the contractor's superintendent. * TANY 22-18/D214873 - Pavement Repairs to the NYS Thruway (I-87) from MP 0.00 - MP 74.6 Various Locations, NY I New York State Thruway 1 10/2022-8/2023 Project Engineer developing work orders for full & partial depth repairs to existing concrete roadways. The contractor was directed to complete all the repairs by the 11111H&H GREGORY P. WHITE PROJECT ADMINISTRATOR milestone date determined. 2" Mill & Inlay section of roadway were also added to the contract in areas determined by the Division Director as deficient. * TANY 18-40 D214 On -Demand Repairs to Thruway Infrastructure (D214710) Various Locations, NY I New York State Thruway 1 9/2019-12/2021 Project Engineer on $4 million project to repair various Infrastructure in the NY Division, including emergency repairs to deteriorated sections of roadway along 1-287 in Westchester County.* All Electronic Toll Conversion at Yonkers and New Rochelle Toll Barriers (D214650) Yonkers & New Rochelle, NY I New York State Thruway 1 7/2018-01/2019 Project Engineer on the installation of overhead toll collection systems including drilled shaft supports and construction of new communication buildings. Installation of fiber optic cables and new electrical services were also required to complete the projects. This work was fast tracked and completed in order to remove the existing toll booths, which is part of the Governor's 2020 toll initiative for all electronic tolling.* 1R Two Course Mill, Inlay, Overlay and Safety Improvements along I-87 Orange County, NY I New York State Thruway 1 2/2018-12/2018 Project Engineer on a $12.5 million mill and inlay project along the three -lane section of the NYS Thruway. Work included, milling existing asphalt pavement overlay and replacement with two course binder and top overlay with full depth pavement repairs, shoulder improvements, guiderail system upgrades and new pier protection. Triple Drop Pavement Striping, Miards installation and tree removals were also included.* TANE 21-12B/D214 — North Ave Utility Relocations (D214734) New Rochelle, NY I New York State Thruway 1 8/2021-6/2022 Project Engineer on the Utility Relocations for the replacement of the North Ave Bridge over 1-95. The work included installing new gas lines, electric conduit, telephone conduit, water, and sewer lines in downtown New Rochelle. Coordination with utilities and the City of New Rochelle DPW, preparing monthly estimates, reviewing submittals and supervising the project inspectors.* TANY 21-17/D214846 — On Demand Repairs to Infrastructure at Various Locations Orange County, NY I New York State Thruway 1 1/2022-3/2023 Project Engineer on the repair to the Arden Valley Road Bridge in Harriman State Park. The work included installing 75 grout piles, new jacking towers and replacement of the damaged columns and Piers. Additional assignments included Full Depth Bridge Deck Repairs to Thruway mainline bridge at MP 29.54.* TANY 22-18/D214865 Tarrytown, NY I New York State Thruway 1 8/2022-8/2023 Project Engineer for the construction of the Route 9 Pedestrian Walkway Bridge over the NYS Thruway in Tarrytown NY. The work included relocating utilities and widening the existing state road to accommodate increased traffic volumes. Removal of existing rock ledge for the installation of the new bridge footings and abutments. Conducted bi-weekly progress meetings and reviewed the daily field activities with the inspection staff. Meetings were held with local officials on the progress of the work. Multi -Bridge Deck Joint Rehabilitation on I-87 (D214716) Various Locations, NY I New York State Thruway 1 8/2019-11/2021 Project Engineer on $6 million Rehabilitation Project to remove and replace deteriorated bridge joints at 23 locations along 1-87 in various counties with Elastomeric Concrete and Segmental Expansion Joint Systems.* Rehabilitation of Old White Plains Road Bridge over I-95 (D214345) Mamaroneck, NY I New York State Thruway 1 11/2014-2/2016 Project Engineer on the rehabilitation of the existing bridge over 1-95. The work included removal of the existing wearing surface and placement of waterproof membrane with an asphalt overlay. Installation of new bridge joints, box beam guiderail upgrades and replacement of the existing pedestrian bridge fence. Concrete fascia repairs, spot cleaning and painting of structural steel girders.* www.hardestyhanover.com 2 GEOFFREY SCOTT VIA CEI SENIOR INSPECTOR YEARS OF EXPERIENCE 35 total REGISTRATIONS & CERTIFICATIONS TIN #: V00029767 CTQP Earthwork Construction Inspection, Level 1 & 2 Asphalt Paving, Level 1 & 2 Drilled Shaft Inspector -Pending Final Estimates, Level 1 OTHER IMSA Traffic Signals, Inspector Level 1&2 ATSSA TTC Advanced FSESCI Certification EDUCATION High School Diploma Naples High School ('86) SUMMARY BIOGRAPHY Scott Via has 35 years of transportation construction and inspection experience. He is proficient in planning and managing the construction of all aspects of traffic signal, ITS, road lighting, highway signing, and guard rail installation projects. Having served successfully as a construction foreman and project superintendent, Mr. Via has been responsible for completing construction projects on time, within budget, and according to constructions plans, while adhering to MOT plans and project site and safety requirements. PROJECT EXPERIENCE DW School Zone Fort Myers, FL I Florida DOT District 11 4/1/2023-Present Senior Inspector on this FDOT D1 FMOC contract which provided improvements to over 100 school zones throughout the District. Work includes installation of flashing beacons and signage to raise motorist awareness in an attempt to increase safety for pedestrians and bicyclists. Post -Hurricane Ian Signal Assessment for Lee County Cape Coral, FL I Lee County DOT 1 10/2022-11/2022 Senior Inspector for the condition assessment of traffic equipment damaged by Hurricane Ian. The project scope includes visiting 66 intersections throughout Lee County to document the state of signaling equipment to ensure proper functionality. Veterans Memorial Boulevard Roadway Extension Phase I Design -Build Naples, FL I Collier County DOT 1 8/2021-04/2023 Senior Inspector for the roadway extension and widening of Veterans Memorial Boulevard. This project extended and widened the existing two-lane road 1.4 miles to four lanes with sidewalk and a shared use path while adding three signalized intersections and street lighting throughout. The project included 4,000 feet of water and force main installed along with several thousand feet of drainage pipe and structures leading to new ponds to handle the wastewater from the roadway. Scott was instrumental in ensuring signals were installed correctly in accordance with Collier County guidelines. Design -Build I-75 (SR 93) Airport Access at Southwest Florida International Airport Collector - Distributer System Project Fort Myers, FL I Florida DOT District 1 1 3/2013-4/2015 Construction Foreman responsible for working with the general contractor and directing and managing construction crews during the installation of the new ITS infrastructure components which included MVDS, CCTV, DMS signs and associated structures. Also oversaw the installation of the traffic signals, and well as new roadway and high mast lighting systems. The overall project scope included the construction of five bridges, seven miles of collector/distribution roads alongside 1-75, and a new Terminal Access Road (TAR) interchange over 1-75. SR 82 Intersection Improvements Lee County, FL I Florida DOT District 1 1 10/2017-10/2019 Construction Superintendent responsible for the scheduling of subcontractors and construction crews for the installation of the infrastructure and all traffic signals and roadway lighting system components. This project (ID# 42584115201) was FDOT's first continuous flow intersection on SR 82. H&H A=COM Education Joe Monahan Diploma, High School, 1978 CEI Senior Inspector Certifications Joe Monahan has over 18 years of experience in construction engineering and inspection for TINM M55049660 the FDOT and municipal road and bridge construction projects. CTQP 2-29/Asphalt Paving Technician, Levels 1 & 2 2-24/Concrete Field Technician, Level 1 8-24/Earthwork Construction Inspection, Level 1 9-27/Earthwork Construction Inspection, Level 2 7-24/Final Estimates, Level 1 OTHER 2-24/ACI Concrete Field Testing Technician, Grade I 9-26/Temporary Traffic Control (TTC) Intermediate - FDOT Approved 2-25/APNGA Portable Nuclear Gauge Safety & Hazmat Certification 4-24/FDOT Critical Structures Construction Issues SSC No Expiration/FDEP Qualified Stormwater Management Inspector #16566 4-26/IMSA Traffic Signal Inspector Gibraltar Cable Barrier System 8-24/Fleet Defense — Driver Training 2021 USA SCHEDULED (dates provided) ACI CTCI — 01/23/2024 Years of Experience With AECOM: 8.5 Years With Other Firms: 11 Years Senior Inspector, Pre -Event TS/Hurricane CEI, FDOT District One, FL (5/23-Present). Assisting District One with emergency response related to Hurricane Ian disaster recovery. Lead Senior Inspector on the permanent repairs of Pine Island Causeway. Work activities include installation of sheet pile walls, utilities, pre -drilling, forming and pouring concrete caps, roadway reconstruction, asphalt, and turbidity monitoring. [FPID: 443533-1-62-01] FDOT Reference: James Heffelfinger, Project Manager, (239) 707-0343 Senior Inspector, Chiquita Blvd. N. Road Widening, City of Cape Coral, Lee County, FL (7/22-5/23). Providing CEI services on this $1M project consisting of widening Chiquita Boulevard from NW 23rd Street to NW 27th Street including the intersections of Chiquita Boulevard and Kismet Parkway. Work includes roadway widening, milling & resurfacing, driveway reconstruction, drainage improvements/curb & gutter, utility relocations, signing and pavement markings, and environmental mitigation. [BPW2252AP] City Reference: Pimolmas Tan, Project Manager, (239) 574-0540 Senior Inspector, Florida Shared -Use Non -Motorized (SUN) Trail Phase I, City of Cape Coral, Lee County, FL (5/21-2/23). Providing CEI services on this $4.7M Shared -Use Trail. The improvements under this Contract consist construction of a 12-foot-wide multi -use trail on the north side of Van Buren Parkway from Burnt Store Road to El Dorado Boulevard; on the east side of El Dorado Boulevard from Van Buren Parkway to Kismet Parkway; and on the north side of Kismet Parkway from El Dorado Boulevard to Nelson Road; approximately 3.5 miles. Other components include, but not limited to, a new pedestrian bridge (prefabricated steel, clear span over Zanzibar Canal), roadway widening, milling & resurfacing, driveway reconstruction, driveway widening on improved lots, drainage improvements/curb & gutter, utility sleeves and sanitary service laterals under the trail, utility relocations, signing and pavement, permitting, and environmental mitigation. [FPID: 440236- 1-54-01] City Reference: Pimolmas Tan, PE, Project Manager, (239) 574-0540 Senior Inspector, Biscayne Drive from Elyton Drive to Glenallen Drive (LAP), City of North Port, FL (5/20-3/21). Provided inspection services on this $650K City of North Port LAP project that consisted of roadway widening to create bike lanes on a two-lane, two-way collector road. The work included excavation, embankment, stabilized subgrade, base, asphalt pavement, signing and pavement marking, sodding, residential driveways and mailboxes. [FPID: 440153-1-58-01] City Reference: Ben Newman, PE, Project Engineer, (941) 628-3705 Senior Inspector, Airport Access Road/Rodeo Drive, Hendry County, FL (8/19-5/20). Provided inspection services on this $900K Hendry County that consisted of excavation, embankment, stabilized subgrade, base, asphalt pavement, drainage, rip -rap, signing and pavement marking, fencing, sodding, and water main work. [FPID: 431876-1-94-01] County Reference: Shane Parker, PE, Public Works Director, (863) 675-5222 Senior Inspector, CR 833 and CR 846 Intersection, Hendry County, FL (2/19-10/19). Provided project administration and CEI services on this $992K state funded (SCOP/SCRAP) Hendry County project. The project consisted of intersection improvements, embankment, base work, asphalt, drainage, rip rap, guardrail, signing and pavement marking, lighting and utility work. [FPID: 433692- 1-54-01] County Reference: Shane Parker, PE, Public Works Director, (863) 675-5222 Senior Inspector, White Boulevard over Cypress Canal Bridge Replacement, Collier County, Naples, FL (2/16-2/19). This $3.73M project required the replacement of the structurally obsolete bridge #034020 and the resurfacing/reconstructing of the roadway approaches. Founded on 18-inch square piles with CIP caps and a 1'-6" CIP deck, the new bridge was made wider to accommodate 12-ft travel lanes, 5.5-ft shoulders and 6.5-ft sidewalks. Limited right of way necessitated the purchase of temporary/permanent A=COM Joe Monahan - 2 easements so a temporary bridge was installed allowing traffic to avoid the work area via a diversion. Significant utility relocations were required which included moving overhead electric/communication lines and the replacement of a Collier County raw water main. This project also included extensive drainage. Responsible for monitoring and inspecting all aspects of the project including but not limited to pile driving, concrete, asphalt paving, embankment, drainage and utility relocation operations. County Reference: Steve Ritter, Construction Manager; (239) 253-1154 Inspector, SR 93/1-75 Widening from Sumter Boulevard to River Road, FDOT District One, Sarasota County, FL (1/15-2/16). Provided CEI services on this $35.6M interstate widening project. The project included roadway widening from four to six lanes, milling and resurfacing, cross slope correction, bridge widening to eight lanes, median and linear pond construction with associated drainage, box culvert extensions, ITS adjustments, lighting, cable barrier and guardrail, signing and pavement markings, and utility coordination. [FPID: 413044-4-52-01; T1455] FDOT Reference: Marlena Gore, Project Manager; (863) 272-5008 Inspector, CEI Services for Sarasota Continuing Services, FDOT District One, Sarasota County, FL (3/14-5/14). Provided inspection services on SR 758 (Bee Ridge Road) from West Cattlemen Road to East of Philippe Creek. This project consisted of 0.7 miles of milling and resurfacing. [FPID: 429119-1-52-01] FDOT Reference: Marlena Gore, Project Administrator; (863) 272-5008 Inspector, CEI Services for Specific Projects Managed by Tampa and Brooksville Construction Offices, FDOT District Seven, Hillsborough County, FL (6/13-3/14). Provided inspection services for the resurfacing of US 92 (SR 600/Dale Mabry) from Kennedy Blvd. to Hillsborough Avenue ramps and on US/USB 301 (SR 35/700) from north of Pioneer Museum Road to south of Mosstown Road in Hillsborough County. Duties included inspection of all roadway items such as underground utilities, storm sewers, grading, embankment, stabilization, base and surface course, inlets, manholes, box culverts, and any other related items to road work, milling and resurfacing asphaltic concrete. In addition, developed job reports of work performed, and kept and recorded quantities. [FPIDs: 427145-1-62-01/427165-1-62-01] FDOT Reference: Thomas A. Curley, Jr., PA; (813) 612-3300 Inspector, District Wide CEI Support Contract C, FDOT District One, FL (12/12-4/13). Provided inspection services under RK&K's contract on I-75 (SR 93) from Collier County Line to Bonita Beach Road in Collier County. Project consisted of MOT, auger cast piling, drilled shaft and sound wall construction. [FPID: 431776-1-52-01] FDOT Reference: Gerald Byrne, PE, Construction Engineer; (239) 985-7800 Inspector, District Wide CEI Support, FDOT District One, FL (7/12-9/12). Provided inspection services on SR 684 (Cortez Road) from 51st Street W. to 26th Street W. in Bradenton. Project consisted of replacing three cross drains [FPID: 431005-1-52-01] FDOT Reference: Carl Harman, Sarasota Operations; (941) 359-7366 Inspector, US 27 CEI Hybrid Contract, FDOT District One, Polk County, FL (5/12). Served as an inspector under Metric Engineering on the US 27 at US 17/92 Interchange Ramps in Polk County. His duties included concrete inspection for drilled shaft installations. [FPID: 424815-1-52-01] FDOTReference: Kirby Radford, PA Bartow Operations; (863) 519-4107 Inspector, Runway 9R-27L Runway Expansion -Phase I, Ft. Lauderdale International Airport, Ft. Lauderdale, FL (2/12-4/12). Provided QC Management and Inspection services under Tutor Perini Corp. for the $175M runway expansion. Phase I services included CQC services, performing in -place density testing of new underground utilities, tree removal and relocation inspection, NPDES monitoring, earthwork and concrete inspection. Project consisted of expanding and elevating Runway 9R/27L to an overall length of 8,000 feet and width of 150 feet with an Engineered Materials Arresting System (EMAS) at both runway ends. Also constructed a new full-length parallel taxiway 75 feet wide on the north side of the runway. Tutor Perini Reference: Mike Hernandez, (954) 964-6027 Sr. Inspector, Santa Barbara Widening -Phase I, Lee County, City of Cape Coral, FL (12/09-6/11). Assigned as the Sr. Inspector to Balfour Beatty Construction Group for this widening project. Project included widening 2.8 miles of a four -lane road to a six -lane road. The improved roadway also had three 12-foot travel lanes in each direction, six-foot sidewalks, median, new signals, street lighting and landscaping. An enclosed curb and gutter storm sewer system replaced the existing open swale ditch drainage system. Some of his responsibilities consisted of inspection and compaction testing for all new utilities, roadway inspection, drill shaft inspection, maintain the earthwork records system, milling & resurfacing, paving inspection, widening, drainage improvement and pipe lining of existing storm drain system. Allied Reference: Dean Greathouse; (239) 334-6833 (AET #38-0143) QC Inspector,1-75 Design -Build, FDOT District One, FDOT Interstate Residency, Lee and Collier Counties, FL (6/08-12/09). This ACCl/API Joint Venture project included widening of 30 miles (from Collier County to Colonial Boulevard in Lee County) of I-75. Served as Inspector for the construction of more than 3.5 miles of pre -cast concrete panel and auger cast pile foundation noise wall, utilities inspection and in -place density test, roadway reconstruction, concrete testing for over 25 bridge widenings and NPDES monitoring. [FPID: 420655-1-52-01] FDOT Reference: Nikesh Patel, PE, Interstate Resident Construction Engineer; (941) 465-0411 7 III COVALT GROUP COMPLIANCE SPECIALISTS Sabrina Covalt Compliance Specialist Mrs. Covalt has 27 years of compliance experience on federal and state projects with a high school diploma, and 16 years of experience with Covalt Group. As a Super RCS, one who is both a regular FDOT RCS and LAP RCS, she is thoroughly familiar with FHWA 1273 regulations and FDOT's compliance monitoring program. Mrs. Covalt also has previous experience as a LAP Oversight Compliance Specialist. FDOT CERTIFICATIONS & SEMINARS EEO, DBE & Payroll Compliance on LAP Including USDOT, OIG Video D1, D4, D5, and D7 LAP Contract Compliance Workshops 2002- 2023 USDOL Prevailing Wage Rate Conference 2011 & 2012 Anatomy of FHWA 1273 Orlando Compliance Training CPR 2011 FHWA Survival Guide 1273 Field Compliance 2018 Statewide RCS Training 2005 & 2007 D1, D4 & D5 Annual RCS Workbook 2009-2019 EOC System Compliance CBT 2011 Southern Transportation Symposium 2015 & 2021 FHWA 1273 Compliance Training Tampa 2022 REFERENCES Kellie W. Loper, P.E., KCCS Senior Project Engineer (813) 871-5331 ext 4111 Cynthia J. Stripling, City of Winter Haven Dept of Financial Services Manager (863) 298-4478 Ryan Pellarin, P.E. DRMP Senior Project Engineer (407) 376-3845 Rebecca Windish, Pinellas County Construction Management Division, (727) 464-8863 Michael T. Gebler, ENV SP City of St. Petersburg Capital Projects Coordinator (727) 893-7197 REPRESENTATIVE PROJECTS Covalt Group, Inc./Hardesty & Hanover September 2023 - est May 2024 Lee County C9888 Countywide Sidewalk Repairs B210408BAG Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all Davis Bacon Act requirements. Covalt Group, Inc./Hardesty & Hanover July 2023- December 2023 FIN: 438095-1-58-01 District 1 Hendry County Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, and Wages as required by FHWA 1273. Covalt Group, Inc.IHighspans June 2023 - est December 2025 FIN: 445323-1-58-01 District 1 Lee County Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, OJT, and Wages as required by FHWA 1273. Covalt Group, Inc.IKCA December 2022 — est April 2024 FIN: 437736-2-58-01 & 442955-1-58-01 District 7 Pinellas County Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, OJT, and Wages as required by FHWA 1273. Covalt Group, Inc./Dyer, Riddle, Mills & Precourt, Inc. October 2021-est May 2023 FIN: 440149-1-52-01 & 415030-6-52-01 FDOT District 5 Role: Serving as the FDOT Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, OJT, and Wages as required by FHWA 1273. Covalt Group, Inc.IKCA February 2021-est December 2023 FIN: 443600-1-58-01 District 7 City of St. Petersburg Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, OJT, and Wages as required by FHWA 1273. 653 Hunters Run Blvd., Lakeland, Florida 33809-(863) 255-0121 phone — sabrina@covaltgroup.com Sabrina Covalt, Page 2 Covalt Group, Inc./ETM June 2021 -July 2023 FIN: 438635-1-58-01 District 5 Flager County Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, OJT, and Wages as required by FHWA 1273. Covalt Group, Inc./Infrastructure Consulting & Engineering June 2021 - April 2023 FIN: 440149-1-32-01 FDOT District 3 Role: Serving as the FDOT Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, OJT, and Wages as required by FHWA 1273. Covalt Group, Inc./City of Winter Haven January 2021-est June 2024 FIN: 438265-1-58-01, 440276-1-58-01, & 441906-1-58-01 District 1 City of Winter Haven Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, and Wages as required by FHWA 1273. Covalt Group, Inc./KCA October 2021-August 2022 FIN: 438267-1-58-01 District 1 City of Lakeland Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, and Wages as required by FHWA 1273. Covalt Group, Inc./Hardesty & Hanover June 2021- December 2021 FIN: 435016-1-58-01 District 1 Hendry County Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, and Wages as required by FHWA 1273. Covalt Group, Inc./ Dyer, Riddle, Mills & Precourt, Inc. January 2020-current Contract: CA496 District 5 Continuing Services CEI Services for Local Agency Programs (LAP Support Systems) Role: Serving as the LAP Compliance Specialist, Monitoring contractor compliance with all requirements of EEO, DBE, OJT, and Wages as required by FHWA 1273. Current TWO City of Port Orange and City of Kissimmee. Covalt Group, Inc./KCCS LAP D7 RCS Pinellas County Covalt Group, Inc./ Dyer, Riddle, Mills & Precourt, Inc. LAP D5 RCS City of Deltona Covalt Group, Inc./KCCS LAP D7 City of St. Petersburg Covalt Group, Inc./ Dyer, Riddle, Mills & Precourt, Inc. LAP D5 RCS City of Mt Dora Covalt Group, Inc./ Dyer, Riddle, Mills & Precourt, Inc. LAP D5 RCS City of Ormond Beach Covalt Group, Inc./ Dyer, Riddle, Mills & Precourt, Inc. LAP D1 RCS City of Lakeland Covalt Group, Inc./Dyer, Riddle, Mills & Precourt, Inc. LAP D5 RCS City of Titusville Covalt Group, Inc./KCCS LAP D7 RCS Pinellas County Covalt Group, Inc./SAI Consulting Engineers LAP D5 RCS City of Palm Coast Covalt Group, Inc./KCCS LAP D7 RCS City of St. Petersburg Covalt Group, Inc./Dyer, Riddle, Mills & Precourt, Inc. LAP D5 RCS Volusia County Covalt Group, Inc./Genesis CEI FDOT D1 RCS, and D1 LAP Oversight Specialist Covalt Group, Inc./Dyer, Riddle, Mills & Precourt, Inc. LAP D1 RCS Covalt Group, Inc./Jacobs Engineering FDOT D1 RCS Covalt Group, Inc./Corradino Group, Inc.- Oversight Compliance Specialist LAP D4 ARRA Covalt Group, Inc./Palm Beach County Parks & Recreation -LAP D4 RCS Covalt Group, Inc./Corradino Group, Inc.-FDOT D4 RCS Covalt Group, Inc./Metric Engineering-FDOT D1 RCS Covalt Group, Inc./DRMP-FDOT D4 RCS Genesis CEI -FDOT D7 RCS Covalt Group, Inc./Jacobs Civil Engineering-FDOT D3 RCS Mid -State Consultants/DRMP -FDOT D1 1-4 Oversight Compliance Specialist Quest Corporation of America/TBE — FDOT D7 RCS Washington Infrastructure —FDOT D1 RCS HW Lochner, Inc. —Turnpike Polk Parkway RCS Greenhorne & O'Mara, Inc., -Turnpike Polk Parkway RCS Tampa Bay Engineering, Inc. —FDOT D1 RCS July 2019-November 2021 June 2020-February 2021 January 2020-January 2021 September 2019-April 2021 September 2018-August 2019 November 2018-August 2019 September 2018-June 2019 June 2018-May 2020 June 2018-January 2019 June 2017-October 2018 June 2017-October 2018 September 2013 — June 2018 June 2010 - February 2017 February 2010-September 2013 January 2010-August 2012 April 2011-September 2011 March 2010-February 2011 March 2010- November 2010 March 2009-November 2009 October 2008-January 2010 April 2007-September 2007 June 2002-May 2007 June 2001-May 2002 August 1999-May 2001 August 1998-July 1999 April 1997-June 1998 September 1996-April 1997 653 Hunter Runs Blvd., Lakeland, Florida 33809-(863) 255-0121 phone — sabrina@covaltgroup.com CJeT C014VIty m iv � n 4 m � Q CEI SERVICES FOR 0 16th Street NE Bridge - RPS No. 23-8196 CEI Services for Co Yer C01414ty 1611 Street NE Bridge RPS No.: 23-8196 Tab 2. Certified Minority Business Enterprise H&H is not a certified minority business enterprise (MBE). Understanding the importance of this program, we have partnered with Covalt Group and H2R Corp on this contract. 10111H&H 2 CJeT C014VIty CEI SERVICES FOR 16th Street NE Bridge RPS No. 23-8196 CEI Services for CO Ier C01414ty Old CR 78 Sidewalk CEI 1611 Street NE Bridge RPS No.: 23-8196 Hendry County, FL This LAP project scope was to install sidewalks with cast -in -place Project Reference truncated domes along Old CR 78 from CR 78 to SR 29. Work included the installation and modification of drainage structures, new 18-inch RCP drainage pipe, driveways, curb and gutter, guardrail, signs, and application of thermoplastic painted pavement markings. We successfully completed the project on schedule and under budget. Changes were made during construction to accommodate the requests of residents. Significant coordination was required to ensure homeowners had access to their driveways throughout phased construction of the project. Positive feedback was received from both residents and users of the new sidewalk. Owner: Hendry County Contact: Jorge Hernandez 99 East Cowboy Way, LaBelle, FL 33975 T: 863.612.4726 E. Jorge.Hernandez@hendryfla.net Role: Project Manager Completed 12/2021 $202,237 (construction)/$80,122 (fees) Steven Nappi, PE, Senior Project Engineer; Nicole Nappi, Contract Support Specialist; Sabrina Covalt, Resident Compliance Specialist IIIII H&H 3-1 CEI Services for Co ier C01414ty 1611 Street NE Bridge RPS No.: 23-8196 Harlem Community Sidewalks LAP Project Hendry County, FL This LAP project scope required the installation of 1480 SY of sidewalks Project Reference with cast in place truncated domes within the Harlem Community in Clewiston Florida. Work also included driveway replacements, Owner: Hendry County installation of mitered end sections and ditch construction with ditch Contact: Jorge Hernandez bottom inlets and associated RCP piping. Sign installations, sodding, 99 East Cowboy Way, LaBelle, FL 33975 and application of thermoplastic painted pavement markings T. 863.612.4726 complete the project. This was our second successful LAP project with E. Jorge.Hernandez@hendryfla.net Hendry County with no errors identified during EEO compliance audits. Role: Project Manager Completed 12/2021 $202,237 (construction)/$80,122 (fees) Steven Nappi, PE, Senior Project Engineer; Nicole Nappi, Contract Support Specialist; Sabrina Covalt, Resident Compliance Specialist IIIIIH&H 3-2 CEI Services for Co Ier C01414ty Gasparilla Island Swing Span Charlotte County, FL 161" Street NE Bridge RPS No.: 23-8196 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. 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; Brad Ballinger, Senior Inspector (Miscellaneous Services) • 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. • 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. 11111 u&u 3-3 CEI Services for Co Ier C01414ty 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 snoopertruckto 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. 161" Street NE Bridge RPS No.: 23-8196 I1I1I H&H 3-4 CEI Services for Co Ter County 161" Street NE Bridge RPS No.: 23-8196 Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Design -Build Collier County, FL H&H serves as a prime consultant providing CEI services for the bridge replacement crossing the Santa Barbara Canal on Golden Gate Project Relevance Owner: Collier County Parkway. This project will replace the existing four -lane bridge with a tact: Dennis McCoy new four -lane structure that is wide enough to accommodate Contact: South Horseshoe Drive, Naples, FL 34104 ,idpwalks And thrnildprs Thi, will Allnw the rPmnval of twn 2885 prefabricated steel pedestrian bridges. This project will require embankment operations for roadway fill as well as drainage pipe and structure installation. Additionally, sidewalk construction will be necessary, and we will monitor to ensure compliance with ADA requirements and the specifications. T: 239.253.1154 E. dennis.mccoy@colIiercountyfl.gov Role: Project Manager CEI Completed 12/2023 (Anticipated) Construction Completed 10/2023 $3.5M (construction) /$456,000 (CEI) Steve Nappi, PE, Senior Project Engineer, Brad Ballinger Senior Inspector, Nicole Nappi Contract Support Specialist 11111 H&H 3-5 CEI Services for Co Ier C01414ty 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. 1611 Street NE Bridge RPS No.: 23-8196 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 Senior Project Engineer; Nicole Nappi Contract Support Specialist IIIII H&H 3-6 CEI Services for Co Ier C01414ty Gator Canal Bridge Replacement Collier County, FL 1611 Street NE Bridge RPS No.: 23-8196 This Collier County project required the replacement of the structurally obsolete bridge spanning Gator Canal on CR 836. The construction was •ject 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: Dennis McCoy residents. Maintaining two lanes of traffic was made difficult as the 2885 South Horseshoe Drive, Naples, FL 34104 current bridge constructed in 1955 (widened in 1977) had many T. 239.253.1154 deficiencies in the timber pile foundations as noted in FDOT bridge E: dennis.mccoy@colliercountyfl.gov inspection reports. Additionally, workers had to remain cognizant in Role: Design Project Manager the tight work zone and staging areas due to vehicles traveling at a CEI Completed high rate of speed and a high volume of truck traffic. The new bridge 2021 was founded on 24-inch square piles with cast -in -place (CIP) caps and Construction Completed a 1-foot, 6-inch CIP deck. The new bridge was constructed wider to 2021 accommodate 12-foot travel lanes and 10-foot shoulders. Guardrail, Construction Cost shoulder widening, milling and resurfacing, and riprap completed the $1.38 million work. Steve served as the Senior PE and was responsible for the Key Personnel performance of the team. His duties included claim mitigation, Steven Nappi, PE, Senior Project Engineer; Nicole Nappi 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. IIIIIH&H 3-7 CEI Services for Co Ier C01414ty 1611 Street NE Bridge RPS No.: 23-8196 IIIII H&H Co Yer C01414ty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Services for 1611 Street NE Bridge (23-8196) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nappi, PE (Name of Individuals Requesting Reference Information) Name: Jorge Hernandez Company: Hendry County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: jorge.hernandez@hendryfla.net FAX: 863.674.2941 Telephone: 863.612.4726 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: Old CR 78 Sidewalk Const. Project Budget: $80,121.71 Completion Date: 11 /2021 Project Number of Days: 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 Co Yer C01414ty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Services for 1611 Street NE Bridge (23-8196) Reference Questionnaire for: Hardesty & Hanover Construction Services, LLC (Name of Company Requesting Reference Information) Steven Nappi, PE (Name of Individuals Requesting Reference Information) Name: Jorge Hernandez Company: Hendry County (Evaluator completing reference questionnaire) (Evaluator's Company completing reference) Email: jorge.hernandez@hendryfla.net FAX: 863.674.2941 Telephone: 863.612.4726 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: Harlem Community Sidewalk Project Project Budget: $95,390.40 Completion Date: 11 /2023 Project Number of Days: 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 Co Yer COUVIty Procurement Services Division Form 5 Reference Questionnaire (USE ONE FORM FOR EACH REQUIRED REFERENCE) Solicitation: CEI Services for 16th Street NE Bridge (23-8196) 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: 1,095 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 CJeT C014VIty CEI SERVICES FOR 16th Street NE Bridge RPS No. 23-8196 if:pl CEI Services for Co Ier C01414ty 161" Street NE Bridge H&H's approach to this project begins with a thorough understanding of the work required under this contract. We understand the 16th Street NE Bridge project will provide roadway and safety improvements from Golden Gate Boulevard West to Randall Boulevard, as well as north -south connectivity with a new bridge over the Golden Gate Main Canal. It is important to note that the Vanderbilt Beach Road extension project is currently underway and terminates within the limits of this project. H&H staff will coordinate with the County's VBR extension Project Manager to ensure the two projects are being completed successfully. We will discuss the work elements required and how the H&H team is poised to handle the CEI responsibilities. Construction is anticipated to begin in November 2024 with a contract duration of 610 days. Bridge The new 161h Street NE Bridge over the Golden Gate Canal will include 12-foot lanes with a 12-foot shoulder on the east and 6-foot shoulder on the west with a raised 6-foot sidewalk. The bridge will be founded on 18-inch precast prestressed piles (7 in each intermediate bent and 5 each in the end bents). The slightly aggressive environment (both superstructure and substructure) allows the use of 18-inch piles which maximizes the hydraulic opening. Intermediate bents will be preformed to an elevation of RPS No.: 23-8196 Randall Boul ward z ce�r�sowrw�e ,`_ -26 to ensure minimum tip can be obtained due to the presence of hard dense layers as evidenced in the bore logs. We anticipate piles meeting acceptance criteria within a few feet of driving. We will use 3-foot, 8-inch wide by 3-foot deep cast -in -place concrete caps to support the three -span bridge, which utilizes precast prestressed concrete Florida Slab Beam (FSB) superstructure elements. Span arrangement and bridge elements are light enough to be installed from either side of the canal minimizing in water construction and equipment size. FSBs do not require deck falsework, which will assist in accelerating the construction. Riprap will be used for slope protection. To satisfy the South Florida Water Management District's (SFWMD) "Right of Way Criteria Manual for Use of Works or Lands of the District" the low bridge member is two feet above the design high water. Understanding Key Issues �Z Pre -forming through hard subsurface. Ensure templates meet specifications to offer the best chance of preventing "walking" of piles. Piles will be checked to ensure placement and batter within tolerances. :) Correct Steel. Reba takeoffs prior to construction. :) FSB Construction. Monitor camber to ensure proper elevations can be obtained. Require saturation for 12 hours prior to concrete topping pour. �Z Riprap. Proper wrapping and placement of riprap. Roadway The proposed typical section includes two 11-foot lanes with 6-foot shoulders (4-foot paved, 2-foot unpaved) and a 6-foot sidewalk at the west easement limit. Significant paving operations will occur, including cross slope correction, asphalt base, milling and resurfacing, and final structural and friction layers. The typical section will transition at the bridge approaches to include guardrails. On the bridge approach, the profile is based on design speed and Bridge Development report (BDR) requirements for clearances while minimizing impacts to the three adjacent driveways. The revised profiles of these driveways are designed for desirable operations and access must be maintained during construction. In addition to the three driveways at the bridge, all residents will require access to their properties throughout construction. There are a total of 109 driveways depicted in the plans. It appears that five current access points to properties are not receiving a driveway entrance and we will 11111 u&u 4-1 CEI Services for Co Ter County 161" Street NE Bridge RPS No.: 23-8196 discuss with the County prior to construction to ensure they were intentionally left out. We will be sure to maintain mailbox access throughout construction. ADA is a major focal point when constructing the 6-foot-wide sidewalk. We will ensure the sidewalk does not exceed the maximum allowable slopes (2% cross slope, 5% running), clear zones (7-foot vertical, 2-foot horizontal, and edge drop offs within 2 feet), and intersection crossings are in accordance with FDOT's standard plans and the signed and sealed drawings. Sidewalks through or around driveways will have the same criteria. Understanding Key Issues :Z Maintaining traffic without unallowed clear zone violations. :Z Maintaining driveway access and mailboxes, constant communication with property owners. Z Base to be 12.5 only likely due to MOT requirements and high water table. :) ADA for sidewalk construction. Drainage The project area discharges to the North Golden Gate Canal, which is part of the Big Cypress Watershed. The North Golden Gate Canal (FDEP WBID 3278S) is impaired for dissolved oxygen. Stormwater treatment in this watershed is designed to show a net improvement in water quality. The drainage focuses on conveyance improvements, maintaining offsite drainage flows, and floodplain mitigation within the existing right-of-way. Roadside ditches convey the 5-year storm event per the Florida Green Book. The challenge for this project is the presence of rock. Our team members have extensive experience in Collier County and know the implications of installing drainage structures in this rock which has led to claims on previous projects. We will ensure the selected contractor understands this before breaking ground on the project, pointing their attention to plan note 3 on roadway drawing sheet 17. The installation will be made more difficult as the porous rock makes it very difficult to dewater. Staff experienced similar conditions on Collier County's White Boulevard over Cypress Canal Bridge Replacement project. Understanding Key Issues Z Hard subsurface making it extremely difficult to excavate and dewater. :) MESs installed per standard plans. :) Maintaining driveway access during pipe installation. Signals/ITS/Lighting Temporary signalization will be installed at the intersection of 16t" and Randall utilizing steel strain poles and a span wire. The future widening of Randall will remove the temporary signals and install new permanent signalization in its place. Adequate illumination at the intersections of 16th Street NE and Randall Boulevard and at Golden Gate Boulevard West is imperative for the safety of all users. LED technology emphasizes pedestrian and bicyclist visibility while optimizing and focusing on lighting improvements to boost roadway safety. Pay Items Being a design -bid -build contract, 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 discussed with field staff so all parties understand expectations. 110111 H&H 4-2 ID (Task Name IDurationlStart (Finish (Predecessors I I Half 1, 2025 I Half 2, 2.025 Half 1, Half 2, 1 NTP 1 day Mon 11/4/24 Mon 11/4/24 Mobilization 14 days Tue 11/5/24 Fri 11/22/24 1 TTC Signage 3 days Mon 11/25/24 Wed 11/27/2z 2 Erosion Control 14 days Thu 11/28/24 Tue 12/17/24 3 Drive test piles 10 days Wed 12/18/24 Tue 12/31/24 4 Drive End Bent 1 5 days Wed 1/1/25 Tue 1/7/25 5 Preform/Drive Intermediate Bent 2 10 days Wed 1/8/25 Tue 1/21/25 6 Preform/Drive Intermediate Bent 3 10 days Wed 1/22/25 Tue 2/4/25 7 Drive End Bent 4 5 days Wed 2/5/25 Tue 2/11/25 8 Form & Pour end bent 1 7 days Wed 2/12/25 Thu 2/20/25 9 Form & Pour intermediate bent 2 7 days Fri 2/21/25 Mon 3/3/25 10 Form & Pour intermediate bent 3 7 days Tue 3/4/25 Wed 3/12/25 11 Form & Pour end bent 4 7 days Thu 3/13/25 Fri 3/21/25 12 Place embankment/base @ 10 days Mon 3/24/25 Fri 4/4/25 13 Approaches Place rip rap/Drainage 40 days Mon 4/7/25 Fri 5/30/25 14 Place beam slabs span 1 5 days Mon 6/2/25 Fri 6/6/25 15 Place beam slabs span 2 5 days Mon 6/9/25 Fri 6/13/25 16 Place beam slabs span 3 5 days Mon 6/16/25 Fri 6/20/25 17 Place beam slabs span 4 5 days Mon 6/23/25 Fri 6/27/25 18 Form & Pour Deck/approach slabs 20 days Mon 6/30/25 Fri 7/25/25 19 Form & Pour Traffic/Ped Rail 10 days Mon 7/28/25 Fri 8/8/25 20 Plane & groove deck 5 days Mon 8/11/25 Fri 8/15/25 21 Install Driveways (120) & MES 120 day Mon 8/18/25 Fri 1/30/26 22 Install Sidewalk (1700 LF) 25 days Mon 9/1/25 Fri 10/3/25 23SS+10 days Milling/Overbuild 30 days Mon 2/2/26 Fri 3/13/26 23 Asphalt base/paving (8518 Tons) 60 days Mon 3/16/26 Fri 6/5/26 28,25 Grade ditches 30 days Mon 10/6/25 Fri 11/14/25 24 Sodding 14 days Mon 10/13/25 Thu 10/30/25 27SS+5 days Substantial Completion 1 day Mon 6/8/26 Mon 6/8/26 26 Punch list 60 days Tue 6/9/26 Mon 8/31/26 29 Final Completion 1 day Tue 9/1/26 Tue 9/1/26 30 '7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Project: ProjectSchedule Date: Wed 11/15/23 Task Project Summary Manual Task Start -only E Deadline Split Inactive Task Duration -only Finish -only ] Progress Milestone ♦ Inactive Milestone Manual Summary Rollup External Tasks Manual Progress Summary Inactive Summary L Manual Summary External Milestone O Page 1 CEI Services for Co Ter County 161" Street NE Bridge RPS No.: 23-8196 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 utilize experienced staff in part time positions to meet budgets. For this contract, we applied this concept to the Senior Project Engineer, Project Administrator and Contract Support specialist positions. H&H has a proven track record working for Collier County on previous assignments utilizing this concept. Value Added We are offering Four value added concepts for this proposal. 1. Public information officer (PIO) responsibilities required under this contract will be performed with in-house staff, specifically Steve and Cal. Steve has performed PIO duties on both the Veterans and Golden Gate projects, assisting the County with public concerns. He has successfully worked with Connie Deane who is Growth Management's Public Information Coordinator on these projects and will do the same for this project. The team will ensure accurate messages are conveyed by the contractor when updating the Road Alert. 2. Our GPS Rover can be used to gather survey data quickly. H&H invested in this technology displaying our desire to stay ahead of technology to benefit our clients. We can request survey data from the FOR (or contractor if they are utilizing GPS equipment) so points can be entered into our GPS rover. This allows for spot checks in the field to confirm layout or determining as built condition of elements. 3. H&H owns two drones which are utilized for aerial photography. We have found aerial photos are an excellent way to share the status of the project with our project managers. We plan on using a drone to track the progress for this project. 4. As mentioned above, we will be utilizing part time staffing to meet the budget. 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 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. 110111 H&H 4-4 CEI Services for Co Ter County 161" Street NE Bridge RPS No.: 23-8196 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 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, asphalt paving, and temporary signal installation. 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. Cal will spend a substantial amount of time in the field to give the project a global view of the work. As he is not "in the trenches" on a daily basis he is 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 Cal 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. 1j111 H&H 4-5 CEI Services for Co Ier C01414ty PAST EXPERIENCE SUCCESS 161" Street NE Bridge RPS No.: 23-8196 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. ,� .9 L �' H&H 4-6 CJeT C014VIty CEI SERVICES FOR 16th Street NE Bridge RPS No. 23-8196 CEI Services for Co Ter County 1611 Street NE Bridge RPS No.: 23-8196 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 Our ability to work from• ' out of vehicles affords our team real time information from the project site allowing staff the locationof our •" to know what is occurring on the project and the ability to resolve issues expeditiously. residences H&H plans to secure a field office for this project and will try to locate one as close to the management of this project. project as possible. If the office can service multiple County projects, the County will realize a cost savings as they will only be paying for rent and utilities on one project. We have had great success in this concept on the Veteran's and Golden Gate projects, resulting in the County essentially paying half. H&H personnel selected to work on this project all reside near the project ye.; •Volkertsite. This allows for a quick response time to the project when needed. Staff • AECOM can quickly arrive to the site to perform tests, sample materials, inspect H&H work, complete necessary reports, or perform other actions as required by • 16,h Street Bridge the County. Our team's proximity to the project also enables us to a 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. 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. 11111H&H 5-1 o rD — r, o rD a:* a n �c sM Co�er Cow CL r Kty rD ! rD CD.. CEI SERVICES FOR 16th Street NE Bridge RPS No. 23-8196 H 010Is�H CEI Services for Co Ter County Firm's Current Workload 1611 Street NE Bridge RPS No.: 23-8196 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 This project is essentially complete. H&H has one week to perform project closeout once the contractor completes their deficiency list items. Golden Gate Parkway over Santa Barbara Canal Bridge Replacement Project Collier County Transportation Engineering The contractor has obtained substantial completion and is working on punch list items. We anticipate our work being complete before the new year (January 2024). Stan Gober Bridge Rehabilitation H&H was awarded the contract to perform CEI on the upcoming Stan Gober Bridge project. By serving in part time roles, our Senior PE, PA, and CSS will be able to handle both assignments at a cost savings to the County. Pine Island Road and Causeway FDOT Ft. Myers Operations Steve and Nicole currently serve in part time capacities on this project allowing their anticipated availability on this project. Cal is the full time PA assigned to the project which is currently slated for a November 2024 completion. Manatee County Bridge Scour Counter Measure Project FDOT Manatee Operations Steve and Nicole currently serve in part time capacities on this project allowing their anticipated availability on this project. Further, the project is currently slated for a January 2024 completion. Cal is not assigned to this project; H&H Project Administrator Rob Placica is. Harlem Community Sidewalk Replacement LAP Hendry County Steve and Nicole currently serve in part time capacities on this project allowing their anticipated availability on this project. Further, this project will be complete by December 2023. Cal is not assigned to this project; H&H Project Administrator Greg White is. Lee County -County wide Sidewalk Project Steve and Nicole currently serve in part time capacities on this project allowing their anticipated availability on this project. Brad is serving as the fulltime Senior Inspector. This project will be complete by April 2024. Cal is not assigned to this project; H&H Project Administrator Greg White is. 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 Coder couvity CEI SERVICES FOR 16th Street NE Bridge RPS No. 23-8196 I0IiIHs�H Co Ter County CEI Services for 1611 Street NE Bridge RPS No.: 23-8196 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 • Insurance Certifications • Licenses and Certifications • Addenda Acknowledgement 11111 H&H 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. 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. ® County's IT Technical Architecture Requirements has been acknowledged and accepted, if applicable. ® Any and all supplemental requirements and terms has been acknowledged and accepted, if applicable. Co ter County 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 1 Oth day of November , 20 23in the County of Broward , 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: Hardesty & Hanover Construction Services. LLC CA29740 45-30317 1 MD51 941.979.5476 Princirpal Additional Contact Information 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 Manager Address: 1501 Broadway, Suite 601 City, State, ZIP New York, NY 10036 Telephone: 212.994.1150 Email: qtu@hardestyhanover.com Office servicing Collier Hardesty & Hanover Construction Services, LLC County to place orders (required if different from above) Contact name: Steven Nappl, 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@hardest%,:hanover.com COI ter C01.nty 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 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. State of Florida County of Broward The foregoing instrument was acknowledged before me of November (month), 2023 (year), by Mich Hardesty & Hanover Const,LXtiQp Services, LLC means of ❑ physical presence or ❑ online Notary Public State of Florida A Sabrina Sanchez My Commission HH 397071 Expires 612212027,^k , CPZersona11:yEow,n\ Produced Identification Type of Identification Produced Sanchez ompany Name Signature Michael Sileno, PE, Principal Print Name and Title tanzatio this loth day of perso}acknowledging). (Signature of Notary Public) Type, or Stamp Commissioned Name of Notary Public) 1 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 Co *er C074Hty 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 (hgps://www.e-verify.gov/), at the time of the submission of the Vendor's proposallbid. 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. State of Florida County of Broward Hardesty & Hanover Constr4tion Services, LLC ICompanv Name Signature Michael Sileno, PE, Principal Print Name and Title The foregoing instrument was acknowledged before me by means of ❑ physical presence or ❑ online notarization, this 1 Oth day o flovember (month), 2023 (year), boichael Sileno, PE (name o7pe acknowledging). (Signature of Notary Public) Perso�KnownR Produced Identification Type of Identification Produced Sabrina Sanchez (Print, Type, or Stamp Commissioned Name of Notary Public) Notary Public StqFlorida Sabrina SMy CommissioExpir6's 6t2 E-Verify. Company ID Number: 141330 THE E-VERIFY MEMORANDUM OF UNDERSTANDING FOR EMPLOYERS ARTICLE I PURPOSE AND AUTHORITY o�'ea�1Fro //�/ 3F IIIIIII qND SE�J�� E-VERIFY IS A SERVICE OF DNS AND SSA The parties to this agreement are the Department of Homeland Security (DHS) and 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. RESPONSIBILITIES0FTHE 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 E-Verify. Company ID Number: 141330 �EPP� R�EH 5 h �IIIIII Ola�AND SP��'J� E-VERIFY IS A SERVICE OF DNS AND SSA 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 anti- discrimination 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 E-Verify. Company ID Number: 141330 o�c=Fi i7 T y�` /USA IIIIIII F�1ND SEGJ E-VERIFY IS SERVICE OF DNS AND SSA 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 -daytime 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 11.13 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 111.13. below) to contact DHS with information necessaryto 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(l)) 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 E-Verify, Company ID Number: 141330 E-VERIFY IS A SERVICE OF DNS AND SSA (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@uscis.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 E-Verify. Company ID Number: 141330 oEYl1ti �IIIII� F�4ND StGJ E-VERIFY IS SERVICE OF DHS AND SSA 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 maybe 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 M0U. 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 E-Verify, Company ID Number: 141330 °` � ulilii E-VERIFY IS A SERVICE OF DNS AND SSA 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 anew 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 E-Verify. Company ID Number: 141330 af,PA�FA. �IIIIII F�1ND SE�J E-VERIFY IS A SERVICE OF DNS AND SSA Article II.C.S, 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.S, 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 o�cA=Fti E-Verify. ii Ta //JT 1 �x��IIIIIII O�F�gND Si�'JQ E-VERIFY IS A SERVICE OF OHS AND SSA 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. ARTICLEIII REFERRALOFINDIVIDUALSTOSSAAND 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 case. Page 8 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verify. Company ID Number: 141330 oE�_\ti <q Nu SFL E-VERIFY IS SERVICE OF DNS AND SSA 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 workdays. 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 E-Verify, Company ID Number: 141330 oEcnnnyFti law aamu F�q ND SECJ E-VERIFY IS SERVICE OF DNS AND SSA 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. ARTICLEV 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 OEPA�\F'4 E-Verify. �� f�xIIIIIII O��gND SE�'J0 E-VERIFY IS A SERVICE OF DNS AND SSA 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 IIRIRAto any action taken or allegedly taken by the Employer. Page 11 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verify. Company ID Number: 141330 O£YI�F.I e�gND 5£CJ E-VERIFY IS A SERVICE OF DNS AND SSA 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, 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 E-Verify. Company ID Number: 141330 Approved by: *ED E-VERIFY IS A SERVICE OF DNS AND SSA 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 E-Verify. Company ID Number: 141330 QF,SAN1'M1/fL 0 E-VERIFY IS A SERVICE OF DNS AND SSA 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 site(s) Page 14 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verify. Company ID Number: 141330 QF�\FL GrPGN�� E-VERIFY IS SERVICE OF DHS AND SSA Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: CT 1 FL 3 IL 1 KS 1 LA 1 MA 1 MD 1 ME 1 MI 1 NC 1 NH 1 NJ 4 NY 3 VA 1 WA 1 Page 15 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 E-Verify. Company ID Number: 141330 x � IIIIIII O�F�AND 56G�E E-VERIFY IS SERVICE OF DNS AND SSA Information relating to the Program Ad ministrator(s) for your Company on policy questions or operational problems: Name Susan Cohen Phone Number 6464288520 Fax 6463900800 Email scohen(@hardesty-hanover.com Page 16 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 I '-Verify Company ID Number: 141330 This list represents the first 20 Program Administrators listed forth is company. 0--Eia J//aiuu„\ . E-VERIFY IS SERVICE OF DHS AND SSA Page 17 of 17 E-Verify MOU for Employers I Revision Date 06/01/13 C0 1er c01.H.ty 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: 2020 Number of Employees (Including Owner(s) or Corporate Officers): 650 Number of Employees Living in ® Collier County or ® Lee (Including Owner(s) or Corporate Officers): 8 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: Underpenalties of perjurh,I certi , that the information shown on this Lonn is correct to my knowled e. Company Name: Ha Address in Collier or. & Hanover Construction Services, LLC Date: November 10, 2023 oun*./?5644 Tavilla Circle, Suite 206, Naples, FL 34110 Signature: / L% AZ Michael Sileno, PE Title: Principal W11111119 Request for Taxpayer Give Form to the Form (Rev. October2018) Identification Number and Certification requester. Do not Department of the Treasury send to the IRS. Internal Revenue Service ► Go to www.irs.gov1FormW9 for instructions and the latest information. 1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank. Hardesty & Hanover LLP 2 Business name/disregarded entity name, if different from above M 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the 4 Exemptions (codes apply only to following seven boxes. certain entities, not individuals; see a o ❑ Individual/sole proprietor or ElC Corporation ElS Corporation ❑✓ Partnership ElTrust/estate instructions on page 3): c single -member LLC Exempt payee code (if any) P❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ► `o Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check Exemption from FATCA reporting +=y. rn ti LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is code (if any) d another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC that wV is disregarded from the owner should check the appropriate box for the tax classification of its owner. y ❑Other (see instructions) ► (Applies to accou..its maintained outside the U.S.) to 5 Address (number, street, and apt. or suite no.) See instructions. Requester's name and address (optional) 1501 Broadway, STE 601 6 City, state, and ZIP code New York, NY 10036 7 List account number(s) here (optional) jo Taxpayer Identification Number (TIN) 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 generally your social security number (SHowever, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other - E[1 _ entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. or Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and I Employer identification number Number To Give the Requester for guidelines on whose number to enter. F—T-1 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); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. 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 for Part II, later. Sign Signature of // Here U.S. person ► �A vd-,� Date ► General Instructions - `/ Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov1FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or paid) • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231X Form W-9 (Rev. 10-2018) 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 / A� " CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 7/25/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Greyling Ins Brokerage/EPIC 3780 Mansell Rd. Suite 370 Alpharetta GA 30022 CONTACT NAME: Jerry NOyOIa PHONE FAX AIC No Ext : 770-220-7699 A/C No), ADDRESS: er .n0 ola re lin .com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: National Union Fire Ins Co of Pittsburg19445 INSURED HARDHAN INSURERB: Aspen American Insurance Company 43460 Hardesty & Hanover Construction Services, LLC 1501 Broadway INsuRERc: New Hampshire Insurance Company 23841 INSURERD: Zurich American Insurance Company 16535 New York, NY 10036 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1614085614 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY F —V� CLAIMS -MADE OCCUR Contractual Liab Y Y GL9566090 8/1/2023 8/1/2024 EACH OCCURRENCE $2,000,000 DAMAGE TO PREMISESa oNcur ence)$ ('a 500,000 X MED EXP (Any one person) $ 25,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY jE 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 X NON -OWNED AUTOS ONLY AUTOS ONLY Y Y CA5425480 8/1/2023 8/1/2024 COMBINED SINGLE LIMIT Ea accident $ 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 Y Y CX009N723 8/1/2023 8/1/2024 EACH OCCURRENCE $ 10,000,000 X AGGREGATE $ 10,000,000 DED X RETENTION $ n $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A Y WC043172130 8/1/2023 8/1/2024 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 8/1/2023 8/1/2024 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. To Whom It May Concern AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 11/16/23, 2:01 PM Related License Information Licensee Name: HARDESTY & HANOVER License Number: CONSTRUCTION SERVICES, LLC Rank: Registry License Expiration Date: Primary Status: 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 02/28/2025 Active Engineer https://www.myfloridalicense.com/relationList.asp?record_cnt=1&Licld=5255695&Lname=&datefrom=&LicNum=&dateto=&Fname=&Category= 1/1 Cotter COUVIty Procurement Services Division Date: November 17, 2023 Email: Lisa.Oien@colliercountyfl.gov Telephone: (239) 252-8935 Addendum # From: Lisa Oien, Procurement Strategist To: Interested Bidders Subject: Addendum #1 Solicitation #23-8196 CEI Services for 16'h Street NE Bridge The following clarifications are issued as an addendum: Change 1: The bid due date has been extended as follows: Bid Opening Date/Time: November- 17, 2023, a+ 3:�T December 1, 2023, at 3:00 PM Est If you require additional information, please post a question on our Bid Sync (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 solicrition. 11 /29/2023 Date Hardesty & Hanover Construction Services, LLC (Name of Firm) 4130 Pine Island Rd Matlacha FL 33993 www.hardestyhanover.com