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Agreement with Nutting Engineers of Florida, Inc. 20 09- 30S-Vi REQUEST FOR MAYOR DAN GELBER DATE: 02/11/2019 FROM : JORGE GUEIMUNDE DEPARTMENT: PROCUREMENT EXTENSION : 7490 NEEDED BY: 02/12/2019 (if possible) CONTRACT: RFQ-2018-097-KB for 187-WG for CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS (Nutting Engineers of Florida Inc). AGREEMENT BETWEEN CITY OF MIAMI BEACH AND NUTTING ENGINEERS OF FLORIDA, INC. FOR FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED-BASIS PURSUANT TO REQUEST FOR QUALIFICATIONS NO. 2018-097-KB RESOLUTION NO. 2018-30544 1 TABLE OF CONTENTS DESCRIPTION PAGE ARTICLE 1. DEFINITIONS 4 ARTICLE 2. BASIC SERVICES 8 ARTICLE 3. THE CITY'S RESPONSIBILITIES 13 ARTICLE 4. RESPONSIBILITY FOR CONSTRUCTION COST 15 ARTICLE 5. ADDITIONAL SERVICES 15 ARTICLE 6. REIMBURSABLE EXPENSES 17 ARTICLE 7. COMPENSATION FOR SERVICES 17 ARTICLE 8. CONSULTANT'S ACCOUNTING AND OTHER RECORDS 18 ARTICLE 9. OWNERSHIP OF PROJECT DOCUMENTS 17 ARTICLE 10. TERMINATION OF AGREEMENT 19 ARTICLE 11. INSURANCE 19 ARTICLE 12. INDEMNIFICATION AND HOLD HARMLESS 20 ARTICLE 13. ERRORS AND OMISSIONS 21 ARTICLE 14. LIMITATION OF LIABILITY 21 ARTICLE 15. NOTICE 21 ARTICLE 16. MISCELLANEOUS PROVISIONS 22 2 SCHEDULES: SCHEDULE A 26 SCHEDULE B 34 SCHEDULE C 44 ATTACHMENTS: ATTACHMENT A 45 ATTACHMENT B 51 ATTACHMENT C 52 3 AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND NUTTING ENGINEERS OF FLORIDA, INC. FOR FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED-BASIS This Agreement made and entered into this o2( day of F-th'iur/ , 20 / , (Effective Date), by and between the CITY OF MIAMI BEACH, a municipal Corporation existing under the laws of the State of Florida, having its principal offices at 1700 Convention,Center Drive, Miami Beach, Florida, 33139, (hereinafter referred to as City), and Nutting Engineers of Florida, Inc., a Florida profit corporation having its principal office at 1310 Neptune Drive, Boynton Beach, FL 33426 (hereinafter referred to as Consultant). WITNESSETH: WHEREAS, on April 11, 2018, the Mayor and City Commission approved the issuance of Request for Qualifications No. 2018-097-KB for citywide geotechnical and laboratory testing services on an as-needed basis (the RFQ); and WHEREAS, the RFQ was intended to procure the services of consulting firms to perform citywide geotechnical and soil testing for the Capital Improvement Program (CIP) and Public Works departments; and WHEREAS, on October 17, 2018, the City Commission approved Resolution No. 2018- 30544, respectively, authorizing the City to enter into negotiations with Nutting Engineers of Florida, Inc., as the third ranked proposer and, if successful, execute an agreement with the Consultant pursuant to the RFQ; and WHEREAS, City and the Consultant have negotiated the following agreement pursuant to the RFQ; and NOW THEREFORE, City and Consultant, in consideration of the mutual covenants and agreement herein contained, agree as follows: ARTICLE 1. DEFINITIONS 1.1 Definitions. The definitions included in this Section are not exhaustive of all definitions used in this Agreement. Additional terms may be defined in other Contract Documents. The following terms shall have the meanings specified herein unless otherwise stated herein: 4 ADDITIONAL SERVICES: "Additional Services" shall mean those services, in addition to the Basic Services in this Agreement, as described in Article 5 and the Consultant Service Order, which the Consultant shall perform, at the City's option, and which must be duly authorized, in writing, by the City Manager or his authorized designee, prior to commencement of same. APPLICABLE LAWS: "Applicable Laws" means all laws, statutes, codes (including, but not limited to, building codes), ordinances, rules, regulations, lawful orders and decrees of governmental authorities having jurisdiction over the Project, the Project Site or the Parties. BASIC SERVICES: "Basic Services" shall include those services which Consultant shall perform in accordance with the terms of the Agreement, as described in Article 2 and the Consultant Service Order. Any Services not specifically enumerated as Additional Services (as defined herein) shall also be considered Basic Services. CITY (OR OWNER): The "City" shall mean the City of Miami Beach, a Florida municipal corporation having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida, 33139. In all respects hereunder, City's obligations and performance is pursuant to City's position as the owner of the Project acting in its proprietary capacity. In the event City exercises its regulatory authority as a governmental body including, but not limited to, its regulatory authority for code inspections and issuance of Building Department permits, Public Works Department permits, or other applicable permits within its jurisdiction, the exercise of such regulatory authority and the enforcement of any Applicable Laws shall be deemed to have occurred pursuant to City's regulatory authority as a governmental body and shall not be attributable in any manner to City as a Party to this Agreement. CITY COMMISSION: "City Commission" shall mean the governing and legislative body of the City. CITY MANAGER: The "City Manager" shall mean the chief administrative officer of the City. The City Manager shall also be construed to include any duly authorized representatives designated by the City Manager in writing, including the Project Administrator, with respect to any specific matter(s) concerning the Services and/or this Agreement (exclusive of those authorizations reserved to the City Commission under this Agreement, or to regulatory or administrative bodies having jurisdiction over the Project). CONSTRUCTION DOCUMENTS: "Construction Documents" shall mean the final (100% completed) plans, technical specifications, drawings, schematics, documents, and diagrams prepared by the architect/engineer of record for the Project, setting forth in detail the requirements for the construction of the Project. The Construction Documents shall set forth in full all details necessary to complete the construction of the Project in accordance with the Contract Documents. Construction Documents shall not be part of the Contract Documents, until (a) the Consultant has submitted completed Construction Documents to the City and (b) they have been reviewed and approved by the City and any agencies having jurisdiction in accordance with the procedures as otherwise provided by the Contract Documents. CONSULTANT: The named entity on page 1 of this Agreement, the "Consultant" shall mean the qualified and properly professionally licensed professional in the State of Florida and as otherwise required by any entities, agencies, boards, governmental authorities and/or any other professional organizations with jurisdiction governing the professional practice area for which the professional has been engaged by City and who will perform (or cause to be 5 performed' through Subconsultants acceptable to the City) all Services required under this Agreement and/or Consultant Service Order. When the term "Consultant" is used in this Agreement it shall also be deemed to include any officers, employees, or agents of Consultants, and any other person or entity acting under the supervision, direction, or control of Consultant to provide any Services or similar professional services with respect to a Project ("Subconsultants"). The Consultant shall not be replaced by any other entity, except as otherwise permitted in this Agreement. Further, any Subconsultant that may perform Services on behalf of the Consultant shall be a qualified and properly professionally licensed professional in the State of Florida and as otherwise required by any entities, agencies, boards, governmental authorities and/or any other professional organizations with jurisdiction governing the professional practice area for which the Subconsultant has been engaged by Consultant to perform professional services in connection with the Project. The Subconsultants in Schedule "C", attached hereto, are hereby approved by the City Manager for the Project. CONSULTANT SERVICE ORDER: Consultant Service Order shall mean the work order issued by the City to Consultant (in substantial form as in Schedule A-1 attached hereto), that specifically describes and delineates the particular Services (Basic Services and/or Additional Services) which will be required of Consultant for the Project that is the subject of such Consultant Service Order, and which may include studies or study activity, and/or professional services as defined in Section 287.055 of the Florida Statutes. CONTRACT AMENDMENT: "Contract Amendment" shall mean a written modification to the Agreement approved by the City (as specified below) and executed between City and Consultant, covering changes, additions, or reductions in the terms of this Agreement including, without limitation, authorizing a change in the Services, or the method and manner of performance thereof, or an adjustment in the fee and/or completion dates. Contract Amendments shall be approved by the City Commission if they exceed fifty thousand dollars ($50,000.00). Even for Contract Amendments of fifty thousand dollars ($50,000.00) or less (or other such threshold contract amount as may be specified by the City of Miami Beach Procurement Ordinance), the City Manager reserves the right to seek and obtain concurrence of the City Commission for approval of any such Contract Amendment. CONTRACT DOCUMENTS: "Contract Documents" shall mean this Agreement (together with all exhibits, addenda, Consultant Service Orders and written amendments issued thereto), and all Design Documents and Construction Documents. The Contract Documents shall also include, without limitation (together with all exhibits, addenda, and written amendments issued thereto), the Request for Qualifications (RFQ), instructions to bidders, bid form, bid bond, Design Criteria Package (if any), the Contract for Construction, surety payment and performance bonds, Conditions of the Contract for Construction (General, Supplementary, and other Conditions), Divisions 0-17 specifications, an approved Change Order(s), approved Construction Change Directive(s), and/or approved written order(s) for a minor change in the Work. CONTRACT FOR CONSTRUCTION: "Contract for Construction" shall mean the legally binding agreement between City and Contractor for performance of the Work covered in the Contract Documents, including, without limitation, a general contractor, construction manager, design- builder or any other duly licensed construction contractor selected pursuant to any other procurement methodology available under Florida law. 6 CONTRACTOR: "Contractor" shall mean the individual or individuals, firm, company, corporation, joint venture, or other entity contracting with City for performance of the Work covered in the Contract Documents. FORCE MAJEURE: "Force Majeure" shall mean any delay occasioned by superior or irresistible force occasioned by violence in nature without the interference of human agency such as a hurricane, tornado, flood, loss caused by fire and other similar unavoidable casualties; or other causes beyond the City's or Consultant's control that are not due to any act, omission or negligence of either City or Consultant and, which have, or may be reasonably expected to have, a material adverse effect_on the Project, or on the rights and obligations of City or Consultant under this Agreement and which, by the exercise of due diligence, such parties shall not have been able to avoid;',provided, however, that inclement weather (except as noted above), the acts or omissions of Subconsultants, the Contractor and its sub-contractors, market conditions, labor conditions, construction industry price trends, and similar matters which normally impact on the construction process shall not be considered a Force Majeure. If the Consultant is delayed in performing any obligation under this Agreement due to a Force Majeure, the Consultant shall request a time extension from the Project Administrator within five (5) business days of said Force Majeure. Any time extension shall be subject to mutual agreement and shall not be cause for any claim by the Consultant for extra compensation, unless Additional Services are required and approved pursuant to Article 5 hereof. PROJECT: The "Project" shall mean that certain City capital project described in the Consultant Service Order. PROJECT ADMINISTRATOR: The "Project Administrator" shall mean the individual designated by the City Manager who shall be the City's authorized representative to issue directives and notices on behalf of the City with respect to all matters concerning the Services of this Agreement (exclusive of those authorizations reserved to the City Manager or City Commission under this Agreement, or to regulatory or administrative bodies having jurisdiction over the Project). PROPOSAL DOCUMENTS: "Proposal Documents" shall mean the RFQ, together with all amendments or addenda thereto (if any), which is incorporated by reference to this Agreement and made a part hereof; provided, however, that in the event of an express conflict between the Proposal Documents and this Agreement, the Agreement shall prevail. Consultant's proposal in response to the RFQ is included for reference purposes only and shall not be incorporated as part of this Agreement, except with respect to Consultant's representations regarding the qualifications and experience of Consultant and its key personnel, its commitment to provide the key personnel listed therein, and its capability to perform and deliver the Services in accordance with this Agreement and consistent with the all representations made therein. SCHEDULES: "Schedules" shall mean the various schedules attached to this Agreement and referred to as follows: Schedule A— Scope of Services Schedule A-1 — Consultant Service Order Schedule B— Rate Schedule Schedule C— Approved Subconsultants. 7 SCOPE OF SERVICES: "Scope of Services" shall include the Project Scope, Basic Services, and any Additional Services (as approved by the City), all as described in Schedule "A" hereto. SERVICES: "Services" shall mean all services, work, and actions by the Consultant performed pursuant to or undertaken under this Agreement, including services delineated as part of the Scope of Services. SOFT COSTS: "Soft Costs" shall mean costs related to the Project other than Construction Cost including, without limitation, Consultant's Basic Services, Additional Services, surveys, testing, general consultant, financing, permitting fees and other similar costs, as determined by the City, that are not considered as direct costs for the construction of the Project. WORK: "Work" shall mean all labor, materials, equipment, supplies, tools, machinery, utilities, fabrication, transportation, insurance, bonds, permits and conditions thereof, building code changes and government approvals, licenses, tests, quality assurance and/or quality control inspections and related certifications, surveys, studies, and other items, work and services that are necessary or appropriate for the total construction, installation, and functioning of the Project, together with all additional, collateral and incidental items, and work and services required for delivery of a completed, fully functional and functioning Project as set forth in the Contract Documents. ARTICLE 2. BASIC SERVICES 2.1 The Consultant shall provide Basic Services for the Project, specifically described in the Consultant Service Order. 2.2 The Services will be commenced by the Consultant upon receipt of a written Consultant Service Order signed by the City Manager or the Project Administrator. Consultant shall countersign the Consultant Service Order upon receipt and return the signed copy to the City. 2.3 As it relates to the Services and the Project, Consultant warrants and represents to the City that it is knowledgeable of and shall comply with all Applicable Laws. The Consultant agrees to comply with all Applicable Laws, whether now in effect or as may be amended or adopted from time to time, and shall further take into account all known pending changes to the foregoing of which it should reasonably be aware. 2.4 The Consultant warrants and represents to the City that all of the Services required under this Agreement shall be performed in accordance with the standard of care normally exercised in comparable projects in South Florida. Consultant warrants and represents to the City that it is experienced, fully qualified, and properly licensed (pursuant to Applicable Laws) to perform the Services. Consultant warrants and represents to the City that it is responsible for the technical accuracy of the Services. 2.5 The Consultant's Basic Services may consist of various geotechnical related tasks, including geotechnical engineering reports, roadway reports, laboratory services, the obtaining and maintaining of all required permits, and Additional Services (as may be approved), all as further described in the Consultant Service Order; and shall also include any and all of 8 Consultant's responsibilities and obligations with respect to the Project, as set forth in the General Conditions of the Contract for Construction. 2.6 RESPONSIBILITY FOR CLAIMS AND LIABILITIES: No action or omission by City shall waive or excuse Consultant's obligations under the Agreement and/or other Contract Documents and that Consultant shall remain fully liable for all work performed by Consultant including, without limitation, any design errors or omissions (if applicable to the services performed by Consultant). Written decisions and/or approvals issued by the City shall not constitute nor be deemed a release of the responsibility and liability of the Consultant (or any Subconsultants), for the accuracy and competency of the Services, nor shall any City approval and/or decisions be deemed to be an assumption of such responsibility by the City for a defect, error or omission in the Services. Moreover, neither the City's inspection, review, approval or acceptance of, nor payment for, any Services required under the Agreement shall be construed to relieve the Consultant (or any Subconsultant) of its obligations and responsibilities under the Agreement, nor constitute a waiver of any of the City's rights under the Agreement, or of any cause of action arising out of the performance of the Agreement. The Consultant shall be and remain liable to the City in accordance with Applicable Laws for all damages to City caused by any failure of the Consultant or to comply with the terms and conditions of the Agreement or by the Consultant's misconduct, unlawful acts, negligent acts, errors or omissions in the performance of the Agreement. 2.7 TIME: It is understood that time is of the essence in the completion of the Project and, in this respect, the parties agree as follows: 2.7.1 Term: The term of this Agreement shall commence upon execution by the City and Consultant, which shall be the Effective Date referred to on page 1 hereof, and shall be in effect for three (3) years ("Initial Term"), plus two (2), one (1) year renewal options, to be exercised at the sole discretion of the City Manager (Initial Term and any renewals shall be collectively referred to as the "Term"). Notwithstanding the preceding Term, Consultant shall adhere to any and all timelines and/or deadlines, as set forth in the Consultant Service Order, including the time for completion of the work and/or services for such Project(as set forth in the particular Consultant Service Order). 2.7.2 The Consultant shall perform the Services as expeditiously as is consistent with the standard of professional skill and care required by this Agreement, and the orderly progress of the Work. 2.7.3 Recognizing that the construction of other projects within the City may affect scheduling of the construction for the Project, the Consultant shall diligently coordinate performance of the Services with the City (through the Project Administrator) in order to provide for the safe, expeditious, economical and efficient completion of the Project, without negatively impacting concurrent work by others. 2.7.4 The Services shall be performed in a manner that shall conform to the Consultant Service Order. The Consultant may submit requests for an adjustment to the Consultant Service Order completion time, if made necessary because of undue delays resulting from untimely review taken by the City (or authorities having jurisdiction over the Project) to approve the Consultant's submissions, or any other portion of the Services requiring approval by the City (or other governmental authorities having jurisdiction over the Project). Consultant shall immediately provide the Project Administrator with written 9 notice stating the reason for the particular delay; the requested adjustment (i.e. extension) to the Project Schedule; and a revised anticipated schedule of completion. Upon receipt and review of Consultant's request (and such other documentation as the Project Administrator may require), the Project Administrator may grant .a reasonable extension of time for completion of the particular work involved, and authorize that the appropriate adjustment be made to the Project Schedule. The Project Administrator's approval (if granted) shall be in writing. 2.8 Consultant shall use its best efforts to maintain a constructive, professional, cooperative working relationship with the Project Administrator, Contractor, and any and all other individuals and/or firms that have been contracted, or otherwise retained, to perform work on the Project. 2.9 The Consultant shall perform its duties under this Agreement, and under a Consultant Service Order, in a competent, timely and professional manner, and shall be responsible to the City for any failure in its performance, except to the extent that acts or omissions by the City make such performance impossible. 2.10 The Consultant is responsible for the professional quality, technical accuracy, completeness, performance and coordination of all Services required under the Agreement and under the Consultant Service Order (including the services performed by Subconsultants), within the specified time period and specified cost. The Consultant shall perform the Services utilizing the skill, knowledge, and judgment ordinarily possessed and used by a proficient consultant with respect to the disciplines required for the performance of such Services in the State of Florida. The Consultant is responsible for, and shall represent to City that the Services conform to the City's requirements, the Contract Documents and all Applicable Laws. The Consultant shall be and remain liable to the City for all damages to the City caused by the Consultant's negligent acts or errors or omissions in the performance of the Services. In addition to all other rights and remedies which the City may have, the Consultant shall, at its expense, re-perform all or any portion of the Services to correct any deficiencies which result from the Consultant's failure to perform in accordance with the above standards. The Consultant shall also be liable for the replacement or repair of any defective materials and equipment and for the cost of the re-performance of any non-conforming construction work resulting from such deficient Services (i) for a period from the Effective Date of this Agreement, until twelve (12) months following final acceptance of the Work. The Project Administrator shall notify the Consultant, in writing, of any deficiencies and shall approve the method and timing of the corrections. 2.11 The City shall have the right, at any time, in its sole and absolute discretion, to submit for review to other consultants (engaged by the City at its expense) any or all parts of the Services and the Consultant shall fully cooperate in such review(s). Whenever others are required to verify, review, or consider any Services performed by Consultant (including, without limitation, contractors, other design professionals, and/or other consultants retained by the City), the intent of such requirement is to enable the Consultant to receive input from others' professional expertise to identify any discrepancies, errors or omissions that are inconsistent with industry standards relating to comparable projects; or which are inconsistent with Applicable Laws; or which are inconsistent with standards, decisions or approvals provided by the City under this Agreement. Consultant will use reasonable care and skill, in accordance and consistent with customary professional standards, in responding to items identified by other reviewers in accordance with this subsection. Consultant shall receive comments from reviewers, in writing. 10 Consultant shall address comments forwarded to it in a timely manner. The term "timely" shall be defined to mean as soon as possible under the circumstances, taking into account the timelines of the Project schedule. 2.11.1 The Consultant is advised that a performance evaluation of the Services rendered throughout this Agreement will be completed by the City and kept in the City's files for evaluation of future solicitations. 2.12 Consultant agrees that when any portion of the Services relates to a professional service which, under Florida Statutes, requires a license, certificate of authorization, or other form of legal entitlement to practice and/or perform such Service(s), it shall employ and/or retain only qualified duly licensed certified personnel to provide same. 2.13 Consultant agrees to designate, in writing, within five (5) calendar days after receiving a fully executed Consultant Service Order, a qualified licensed professional to serve as its project manager (hereinafter referred to as the "Project Manager"). The Project Manager shall be authorized and responsible to act on behalf of Consultant with respect to directing, coordinating and administrating all aspects of the Services. Consultant's Project Manager (as well as any replacement) shall be subject to the prior written approval of the City Manager or the Project Administrator. Replacement (including reassignment) of an approved Project Manager shall not be made without the prior written approval of the City Manager or his designee (i.e. the Project Administrator). 2.13.1 Consultant agrees, within fourteen (14) calendar days of receipt of written notice from the City Manager or the Project Administrator (which notice shall state the cause therefore), to promptly remove and replace a Project Manager, or any other personnel employed or otherwise retained by Consultant for the Project ( including, without limitation, any Subconsultants). 2.14 Consultant agrees not to divulge, furnish or make available to any third party(ies), any non-public information concerning the Services or the Project, without the prior writtenconsent of the City Manager or the Project Administrator, unless such disclosure is incident to the proper performance of the Services; or the disclosure is required pursuant to Florida Public Records laws; or, in the course of judicial proceedings, where such information has been properly subpoenaed. Consultant shall also require Subconsultants to comply with this subsection. 2.15 The City and Consultant acknowledge that the Services, as described in the Agreement and the Consultant Service Order, do not delineate every detail and minor work task required to be performed by Consultant to complete the work and/or services described and delineated under a Consultant Service Order issued to Consultant by the City for a particular Project. If, during the course of performing work, services and/or tasks on a particular Consultant Service Order, Consultant determines that work and/or services should be performed (to complete the Project delineated under such Order) which is, in the Consultant's reasonable opinion, outside the level of effort originally anticipated in the Consultant Service Order, then Consultant shall promptly notify the Project Administrator, in writing, and shall obtain the Project Administrator's written consent before proceeding with such work and/or services. If Consultant proceeds with any such additional work and/or services without obtaining the prior written consent of the Project Administrator, said work and/or services shall be deemed to be a Basic Service under this Agreement and shall also be deemed to be within the scope of services delineated in the Consultant Service Order(whether or not specifically addressed in the Scope of Services). Mere 11 notice by Consultant to the Project Administrator shall not constitute authorization or approval by the City to perform such work. Performance of any such work and/or services by Consultant without the prior written consent of the Project Administrator shall be undertaken at Consultant's sole risk and liability. 2.16 Consultant shall establish, maintain, and categorize any and all Project documents and records pertinent to the Services and shall provide the City, upon request, with copies of any and all such documents and/or records. In addition, Consultant shall provide electronic document files to the City upon completion of the Project. 2.17 THE CITY HAS NO OBLIGATION TO ASSIST, FACILITATE AND/OR PERFORM IN ANY WAY THE CONSULTANT'S OBLIGATIONS UNDER THE AGREEMENT OR OTHER CONTRACT DOCUMENTS. THE CITY'S PARTICIPATION, FACILITATION AND/OR ASSISTANCE TO THE CONSULTANT SHALL BE AT ITS SOLE DISCRETION AND SHALL NOT, IN ANY WAY, BE CONSTRUED, INTERPRETED AND/OR CONSTITUTE AN ASSUMPTION BY THE CITY OF CONSULTANT'S OBLIGATIONS, A WAIVER OF CONSULTANT'S OBLIGATIONS AND/OR EXCUSE ANY BREACH BY CONSULTANT OF ITS OBLIGATIONS UNDER THE CONTRACT DOCUMENTS. THE PARTICIPATION IN THE PERFORMANCE OF ANY OF CONSULTANT'S OBLIGATIONS SHALL NOT PRECLUDE THE CITY FROM DECLARING CONSULTANT IN DEFAULT FOR CONSULTANT'S FAILURE TO PERFORM SUCH OBLIGATION, NOR SHALL IT LIMIT, IN ANY WAY, THE CITY'S RIGHTS AND REMEDIES IN CONNECTION THEREWITH. THE CONSULTANT EXPRESSLY ACKNOWLEDGES AND AGREES NOT TO RAISE OR ASSERT AS DEFENSE TO ANY CLAIM, ACTION, SUIT AND/OR OTHER PROCEEDING OF A SIMILAR NATURE, THE CITY'S PARTICIPATION, ASSISTANCE AND/OR FACILITATION IN THE PERFORMANCE OF CONSULTANT'S OBLIGATIONS. INCLUDING, WITHOUT LIMITATION, ASSISTING WITH OBTAINING PERMITS OR WITH COORDINATION WITH UTILITIES, OR OTHER MATTERS RELATED TO THE PROJECT. IN THE EVENT OF ANY CONFLICT BETWEEN THIS SECTION AND/OR ANY OTHER PROVISION OF THIS AGREEMENT OR OTHER CONTRACT DOCUMENTS, THIS SECTION SHALL GOVERN. 2.18 GREEN BUILDING STANDARDS: If applicable, the Consultant shall comply with the requirements of Section 255.2575, Florida Statutes, and Chapter 100 of the City Code, as both may be amended from time to time, addressing applicable Leadership in Energy and Environmental Design (LEED) compliance requirements. 2.19 SUBCONSULTANTS: All services provided by Subconsultants shall be consistent with those commitments made by the Consultant in its Proposal and during the competitive solicitation selection process and interview. Such services shall be undertaken and performed pursuant to appropriate written agreements between the Consultant and the Subconsultants, which shall contain provisions that preserve and protect the rights of the City under this Agreement. Nothing contained in this Agreement shall create any contractual relationship between the City and the Subconsultants. The Consultant shall not retain, add, or replace any Subconsultant without the prior written approval of the City Manager, in response to a written request from the Consultant stating the reasons for any proposed substitution. The Consultant shall cause the names of Subconsultants responsible for significant portions of the Services to be inserted on the plans and specifications. 12 I , The Consultant shall be ultimately responsible for ensuring the Consultant's and all of its Subconsultants' compliance with the requirements of this Section and any other provision of the Agreement and/or Consultant Service Order. With respect to the performance of work by Subconsultants, the Consultant shall, in approving and accepting such work, ensure the professional quality, completeness, and coordination of the Subconsultant's work. The Consultant shall, upon the request of the City, submit to the City such documentation and information as the City reasonably requests to evidence the creation, standing, ownership and professional licensure of the Consultant (and Subconsultants), including organizational documents, operating agreements and professional licensure documentation, and copies of the Consultant's contracts with the Subconsultant with respect to the Project. However, the City's failure to request such documentation or evidence and/or failure to enforce in any way the terms and provisions of this Section, the Agreement and/or any other Consultant Service Order during the Project does not excuse, waive and/or condone in any way any noncompliance of the requirements set forth therein including, without limitation, the professional licensure requirements. Any approval of a Subconsultant by the City shall in no way shift from the Consultant to City the responsibility for the quality and acceptability of the services performed by the Subconsultant. Payment of Subconsultants shall be the sole responsibility of the Consultant, and shall not be cause for any increase in compensation to the Consultant for payment of the Services. ARTICLE 3. THE CITY'S RESPONSIBILITIES 3.1 The City Manager shall designate a Project Administrator, who shall be the City's authorized representative to act on City's behalf with respect to the City's responsibilities or matters requiring City's approval under the Contract Documents. The Project Administrator shall be authorized (without limitation) to transmit instructions, receive information, and interpret and define City policies and decisions with respect to the Services and the Project. The Project Administrator shall have full authority to require the Consultant to comply with the Contract Documents, provided, however, that any failure of the Project Administrator to identify any noncompliance, or to specifically direct or require compliance, shall in no way constitute a waiver of, or excuse, the Consultant's obligation to comply with the requirements of the Contract Documents. 3.2 The City shall make available to Consultant, for the convenience of the Consultant only, information that the City has in its possession pertinent to the Project. Consultant hereby agrees and,acknowledges that, in making any such information available to Consultant, the City makes no express or implied certification, warranty, and/or representation as to the accuracy or completeness of such information and assumes no responsibility whatsoever with respect to, the sufficiency, completeness or accuracy of such information. The Consultant understands, and hereby agrees and acknowledges, that it is obligated to verify to the extent it deems necessary all information furnished by the City, and that it is solely responsible for the accuracy and applicability of all such information used by Consultant. Such verification shall include, without limitation, visual examination of existing conditions in all locations encompassed by the Project, where such examination can be made without using destructive measures (i.e. excavation or demolition). Survey information shall be spot checked to the extent that Consultant has satisfied itself as to the reliability of the information. 3.3 At any time, in his/her sole discretion, the City Manager may furnish accounting, and insurance counseling services for the Project (including, without limitation, auditing services to 13 verify the Consultant's applications for payment, or to ascertain that Consultant has properly remitted payment due to its Subconsultants or vendors). 3.4 If the City observes or otherwise becomes aware of any fault or defect in the Project, or non-conformance with the Contract Documents, the City, through the Project Administrator, shall give prompt written notice thereof to the Consultant. 3.5 The City, acting in its proprietary capacity as Owner and not in its regulatory capacity, shall render any administrative approvals and decisions required under this Agreement, in writing, as reasonably expeditious for the orderly progress of the Services and of the Work. 3.6 The City Commission shall be the final authority to do or to approve the following actions or conduct, by passage of an enabling resolution or amendment to this Agreement: 3.6.1 Except where otherwise expressly noted in the Agreement or the Contract Documents, the City Commission shall be the' body to consider, comment upon, or approve any amendments or modifications to this Agreement. 3.6.2 The City Commission shall be the body to consider, comment upon, or approve any assignment, sale, transfer or subletting of this Agreement. Assignment and transfer shall be defined to also include sale of the majority of the stock of a corporate consultant. 3.6.3 The City Commission shall approve or consider all Contract Amendments that exceed the sum of fifty thousand dollars ($50,000.00) (or other such amount as may be specified by the City of Miami Beach Procurement Ordinance, as amended). 3.7 Except where otherwise expressly noted in this Agreement, the City Manager shall serve as the City's primary representative to whom administrative (proprietary) requests for decisions and approvals required hereunder by the City shall be made. Except where otherwise expressly noted in this Agreement or the Contract Documents, the City Manager shall issue decisions and authorizations which may include, without limitation, proprietary review, approval, or comment upon the schedules, plans, reports, estimates, contracts, and other documents submitted to the City by Consultant. 3.7.1 The City Manager shall have prior review and approval of the Project Manager (and any replacements) and of any Subconsultants (and any replacements). 3.7.2 The City Manager shall decide, and render administrative (proprietary) decisions on matters arising pursuant to this Agreement which are not otherwise expressly • provided for in this Agreement. In his/her discretion, the City Manager may also consult with the City Commission on such matters. 3.7.3 At the request of Consultant, the City Manager shall be authorized, but not required, to reallocate monies already budgeted toward payment of the Consultant; provided, however, that the Consultant's compensation (or other budgets established by this Agreement) may not be increased without the prior approval of the City Commission, which approval (if granted at all) shall be in its sole and reasonable discretion. 3.7.4 The City Manager may approve Contract Amendments which do not exceed the 14 sum of fifty thousand dollars ($50,000.00) (or other such amount as may be specified by the City of Miami Beach Purchasing Ordinance, as amended); provided that no such amendments increase any of the budgets established by this Agreement. 3.7.5 The City Manager may, in his/her sole discretion, form a committee or committees, or inquire of, or consult with, persons for the purpose of receiving advice and recommendations relating to the exercise of the City's powers, duties, and responsibilities under this Agreement or the Contract Documents. 3.7.6 The City Manager shall be the City Commission's authorized representative with regard to acting on behalf of the City in the event of issuing any default notice(s) under this Agreement, and, should such default remain uncured, in terminating the Agreement (pursuant to and in accordance with Article 10 hereof). 3.8 The City's review, evaluation, or comment as to any documents prepared by or on behalf of the Consultant shall be solely for the purpose of the City's determining for its own satisfaction the suitability of the Project, or portions thereof, detailed in such documents for the purposes intended therefor by the City, and may not be relied upon in any way by the Consultant or any other third party as a substantive review thereof. ARTICLE 4. NOT USED ARTICLE 5. ADDITIONAL SERVICES 5.1 Additional Services shall only be performed by Consultant following receipt of written authorization by the Project Administrator (which authorization must be obtained prior to commencement of any such additional work by Consultant). The written authorization shall contain a description of the Additional Services required; a lump sum to be negotiated at the time of the request for additional services or a fee (in accordance with the rates in Schedule "B" hereto), with a "Not to Exceed" amount; Reimbursable Expenses (if any) with a "Not to Exceed" amount; the amended Construction Cost Budget (if applicable); the time required to complete the Additional Services; and an amended Project Schedule (if applicable). "Not to Exceed" shall mean the maximum cumulative fees allowable (or, in the case of Reimbursable Expenses, the maximum cumulative expenses allowable), which the Consultant shall not exceed without further written authorization of the Project Administrator. The "Not to Exceed" amount is not a guaranteed maximum cost for the additional work requested (or, in the case of Reimbursables, for the expenses), and all costs applicable to same shall be verifiable through time sheets (and, for Reimbursables, expense reviews). 5.2 Additional Services include the following: 5.2.1 Providing additional work relative to the Project which arises from subsequent circumstances and causes which do not currently exist, or which are not contemplated by the parties at the time of execution of this Agreement (excluding circumstances and causes resulting from error, omission, inadvertence, or negligence of Consultant). 5.2.2 Serving as an expert witness in connection with any public hearing, arbitration 15 proceeding, or legal proceeding, unless the subject matter at issue has arisen from the error omission,.inadvertence, or negligence of Consultant. 5.2.3 Assistance in connection with bid protests, re-bidding, or re-negotiating contracts.. ARTICLE 6. REIMBURSABLE EXPENSES 6.1 Reimbursable Expenses must be authorized, in advance, in writing, by the Project Administrator. Invoices or vouchers for Reimbursable Expenses shall be submitted to the Project Administrator (along with any supporting receipts and other back-up material requested by the Project Administrator). Consultant shall certify as to each such invoice and/or voucher that the amounts and items claimed as reimbursable are "true and correct and in accordance with the Agreement." Reimbursable Expenses may include, but not be limited to, the following: Cost of reproduction, courier, and postage and handling of drawings, plans, specifications, and other Project documents (excluding reproductions for the office use of the Consultant and its Subconsultants, and courier, postage and handling costs between the Consultant and its Subconsultants). Costs for reproduction and preparation of graphics for community workshops. Permit fees required by City of Miami Beach regulatory bodies having jurisdiction over the Project(i.e. City permit fees). ARTICLE 7. COMPENSATION FOR SERVICES 7.1 Consultant's "Lump Sum" or"Not to Exceed"fee for provision of the Services, or portions thereof, as may be set forth and described in the Consultant Service Order issued for a particular Project, shall be negotiated between the City and Consultant, and shall be set forth in the Consultant Service Order. 7.2 Payments for Services shall be made within forty-five (45) calendar days of receipt and approval of an acceptable invoice by the Project Administrator. Payments shall be made in proportion to the Services satisfactorily performed, so that the payments for Services never exceed the progress percentage noted in the Consultant's Progress Schedule (to be submitted with each invoice). No mark-up shall be allowed on subcontracted work. In addition to the invoice, the Consultant shall, for Hourly Rate authorizations, submit a progress report giving the percentage of completion of the Project and the total estimated fee to completion. 7.3 Approved Additional Services shall be compensated in accordance with the hourly rates set forth in Schedule "B," attached hereto. Any request for payment of Additional Services shall be included with a Consultant payment request. No mark-up shall be allowed on Additional Services (whether sub-contracted or not). 7.4 Approved Reimbursable Expenses shall be paid in accordance with Article 6 hereto, up to the "Not to Exceed" Reimbursable allowance amount in the Consultant Service Order hereto. Any request for payment of Reimbursable Expenses shall also be included with Consultant's payment request. No mark-up shall be allowed on Reimbursable Expenses. 16 7.5 ESCALATION: The initial hourly rates shall remain constant for the Initial Term of the agreement. Ninety (90) days prior to expiration of the Initial Term, the City may consider an adjustment to the preceding year's unit costs for the subsequent year. Only request for increases based on a corresponding increase in the Consumer Price Index for All Urban Consumers; U.S. City average (1982-84=100), as established by the United States Bureau of Labor Statistics ("CPI"), or material adjustments to the scope or requirements of the RFQ by the City, including (but not limited to) living wage increases, will be considered. In the event that the City determines that the requested increase is unsubstantiated, the Consultant agrees to perform all duties at the current cost terms. 7.6 No retainage shall be made from the Consultant's compensation on account of sums withheld by the City on payments to Contractor. 7.7 METHOD OF BILLING AND PAYMENT. Consultant shall invoice the Project Administrator in a timely manner, but no more than once on a monthly basis. Invoices shall identify the nature and extent of the work performed; the total hours of work performed by employee category; and the respective hourly billing rate associated therewith. In the event Subconsultant work is used, the percentage of completion shall be identified. Invoices shall also itemize and summarize any Additional Services and/or Reimbursable Expenses. A copy of the written approval of the Project Administrator for the requested Additional Service(s) or Reimbursable Expense(s) shall accompany the invoice. 7.7.1 If requested, Consultant shall provide back-up for past and current invoices that records hours for all work (by employee category), and cost itemizations for Reimbursable Expenses (by category). ARTICLE 8. CONSULTANT'S ACCOUNTING AND OTHER RECORDS 8.1 All books, records (whether financial or otherwise), correspondence, technical documents, and any other records or documents related to the Services and/or Project will be available for examination and audit by the City Manager, or his/her authorized representatives, at Consultant's office (at the address designated in Article 15 ["Notices"]), during customary business hours. All such records shall be kept at least for a period of three (3) years after Consultant's completion of the Services. Incomplete or incorrect entries in such records and accounts relating personnel services and expenses may be grounds for City's disallowance of any fees or expenses based upon such entries. Consultant shall also bind its Subconsultants to the requirements of this Article and ensure compliance therewith ARTICLE 9. OWNERSHIP OF PROJECT DOCUMENTS 9.1 All notes, correspondence, documents, plans and specifications, designs, drawings, renderings, calculations, specifications, models, photographs, reports, surveys, investigations, and any other documents (whether completed or partially completed) and copyrights thereto for Services performed or produced in the performance of this Agreement, or related to the Project, whether in its native electronic form, paper or other hard copy medium or in electronic medium, except with respect to copyrighted standard details and designs owned by the Consultant or owned by a third party and licensed to the Consultant for use and reproduction, shall become the property of the City. Consultant shall deliver all such documents to the Project Administrator in their native electronic form, as required in the Consultant Service Order within thirty(30) days 17 of completion of the Services (or within thirty (30) days of expiration or earlier termination of this Agreement as the case may be). However, the City may grant an exclusive license of the copyright to the Consultant for reusing and reproducing copyrighted materials or portions thereof as authorized by the City Manager in advance and in writing, In addition, the Consultant shall not disclose, release, or make available any document to any third party without prior written approval from the City Manager. The Consultant shall warrant to the City that it has been granted a license to use and reproduce any standard details and designs owned by a third party and used or reproduced by the Consultant in the performance of this Agreement. Nothing contained herein shall be deemed to exclude any document from Chapter 119, Florida Statutes. 9.2 The Consultant is permitted to reproduce copyrighted material described above subject to prior written approval of the City Manager. 9.3 At the City's option, the Consultant may be authorized, as an Additional Service, to adapt copyrighted material for additional or other work for the City; however, payment to the Consultant for such adaptations will be limited to an amount not greater than 50% of the original fee earned to adapt the original copyrighted material to a new site. 9.4 The City shall have the right to modify the Project or any components thereof without permission from the Consultant or without any additional compensation to the Consultant. The Consultant shall be released from any liability resulting from such modification. 9.5 The Consultant shall bind all Subconsultants to the Agreement requirements for re-use of plans and specifications. ARTICLE 10. TERMINATION OF AGREEMENT 10.1 TERMINATION FOR LACK OF FUNDS: The City is a governmental entity and is subject to the appropriation of funds by its legislative body in an amount sufficient to allow continuation of its performance in accordance with the terms and conditions of this Agreement. In the event there is a lack of adequate funding either for the Services or the Project (or both), the City may terminate this Agreement without further liability to the City. 10.2 TERMINATION FOR CAUSE: The City, through the City Manager, may terminate this Agreement for cause, upon written notice to Consultant, in the event that the Consultant (1) violates any provision of this Agreement or performs same in bad faith; (2) unreasonably delays the performance of the Services or any portion thereof; or (3) does not perform the Services or any portion thereof in a timely and satisfactory manner. In the case of termination for cause by the City, the Consultant shall first be granted a thirty (30) day cure period (commencing upon receipt of the initial written notice of default from the City). 10.2.1 In the event this Agreement is terminated for cause by the City, the City, at its sole option and discretion, may take over the remaining Services and complete them by contracting with another consultant(s), or otherwise. The Consultant shall be liable to the City for any additional cost(s) incurred by the City due to such termination. "Additional Cost" is defined as the difference between the actual cost of completion of the Services, and the cost of completion of such Services had the Agreement not been terminated. 10.2.2 In the event of termination for cause by the City, the City shall only be obligated 18 to pay Consultant for those Services satisfactorily performed and accepted prior to the date of termination (as such date is set forth in, or can be calculated from, the City's initial written default notice). Upon payment of any amount which may be due to Consultant pursuant to this subsection 10.2.2, the City shall have no further liability to Consultant. 10.2.3 As a condition precedent to release of any payment which may be due to Consultant under subsection 10.2.2, the Consultant shall promptly assemble and deliver to the Project Administrator any and all Project documents prepared (or caused to be prepared) by Consultant(including, without limitation, those referenced in subsection 9.1 hereof). The City shall not be responsible for any cost incurred by Consultant for assembly, copy, and/or delivery of Project documents pursuant to this subsection. 10.3 TERMINATION FOR CONVENIENCE: In addition to the City's right to terminate for cause, the City through the City Manager, may also terminate this Agreement, upon fourteen (14) days prior written notice to Consultant, for convenience, without cause, and without penalty, when (in its sole discretion) it deems such termination to be in the best interest of the City. In the event the City terminates the Agreement for convenience, Consultant shall be compensated for all Services satisfactorily performed and accepted up to the termination date (as set forth in the City's written notice), and for Consultant's costs in assembly and delivery to the Project Administrator of the Project documents (referenced in subsection 10.2.3 above). Upon payment of any amount which may be due to Consultant pursuant this subsection 10.3, the City shall have no further liability to Consultant. 10.4 TERMINATION BY CONSULTANT: The Consultant may only terminate this Agreement for cause, upon thirty (30) days prior written notice to the City, in the event that the City willfully violates any provisions of this Agreement or unreasonably delays payment of the Services or any portion thereof. In the event of a termination for cause by Consultant, the City shall pay Consultant for any Services satisfactorily performed and accepted up to the date of termination; provided, however, that the City shall first be granted a thirty (30) day cure period (commencing upon receipt of Consultant's initial written notice). 10.4.1 The Consultant shall have no right to terminate this Agreement for convenience. 10.5 IMPLEMENTATION OF TERMINATION: In the event of termination (whether for cause or for convenience), the Consultant shall immediately, upon receipt of the City's written notice of termination: (1) stop the performance of Services; (2) place no further orders or issue any other subcontracts, except for those which may have already been approved, in writing, by the Project Administrator; (3) terminate all existing orders and subcontracts; and (4) promptly assemble all Project documents (for delivery to the Project Administrator). ARTICLE 11. INSURANCE 11.1 At all times during the Term of this Agreement, Consultant shall maintain,the following required insurance coverage in full force and effect. The Consultant shall not commence any work until satisfactory proof of all required insurance coverage has been furnished to the Project Administrator: (a) Workers' Compensation and Employer's Liability per the Statutory limits of the 19 State of Florida. (b) Commercial General Liability on a comprehensive basis in an amount not less than $1,000000 combined single limit per occurrence for bodily injury and property damage. (c) Automobile Liability Insurance covering all owned, non-owned and hired vehicles used in connection with the work, in an amount not less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. (d) Professional Liability Insurance in an amount not less than $1,000,000 with the deductible per claim, if any, not to exceed 10% of the limit of liability. 11.2 The City must be named as and additional insured on the liability policies; and it must be stated on the certificate. 11.3 The Consultant must give the Project Administrator at least thirty (30) days prior written notice of cancellation or of substantial modifications in any required insurance coverage. All certificates and endorsements shall contain this requirement. 11.4 The insurance must be furnished by an insurance company rated A:V or better, or its equivalent, according to Bests' Guide Rating Book, and by insurance companies duly authorized to do business in the State of Florida, and countersigned by the company's Florida resident agent. 11.5 Consultant shall provide the Project Administrator with a certificate of insurance of all required insurance policies. The City reserves the right to require a certified copy of such policies, upon written request to Consultant. ARTICLE 12. INDEMNIFICATION AND HOLD HARMLESS 12.1 To the fullest extent permitted by Section 725.08, Florida Statutes, the Consultant shall indemnify and hold harmless the City and its officers, employees, agents, and instrumentalities, from liabilities, damages, losses, and costs, including, but not limited to, reasonable attorneys' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of the Consultant and other persons employed or utilized by the Consultant in the performance of this Agreement. The Consultant shall pay all claims and losses in connection therewith and shall investigate and defend all claims, suits, or actions of any kind or nature in the name of the City, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may issue thereon. Consultant expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by Consultant shall in no way limit its responsibility to indemnify, keep, and save harmless and defend the City or its officers, employees,agents, and instrumentalities as herein provided. 12.2 The Consultant agrees and recognizes that the City shall not be held liable or responsible for any claims which may result from any negligent, reckless, or intentionally wrongful actions, errors or omissions of the Consultant in which the City participated either through review or concurrence of the Consultant's actions. In reviewing, approving or rejecting any submissions by the Contractor, or other acts of the Consultant, the City in no way assumes or shares any responsibility or liability of the Consultant (including, without limitation its 20 Subconsultants and/or any registered professionals (architects and/or engineers) under this Agreement). ARTICLE 13. ERRORS AND OMISSIONS 13.1 ERRORS AND OMISSIONS: It is specifically agreed that any construction changes categorized by the City as caused by an error, an omission, or any combination thereof in the Consultant's performance of the Services will constitute an additional cost to the City that would not have been incurred without the error. The damages to the City for errors, omissions or any combinations thereof shall be calculated as the total cost of any damages or incremental costs to the City resulting out of the errors or omissions by the Consultant, including, without limitation, the direct, indirect and/or consequential damages resulting from the Consultant's errors and/or omissions or any combination thereof. Damages shall include delay damages caused by the error, omission, or any combination thereof. Should the Consultant disagree that all or part of such damages are the result of errors, omissions, or any combination thereof, the Consultant may appeal this determination, in writing, to the applicable Assistant City Manager. The Project Administrator's decision on all claims, questions and disputes shall be final, conclusive and binding upon the parties hereto unless such determination is clearly arbitrary or unreasonable. In the event that the Consultant does not agree with the decision of the Project Administrator, the Consultant shall present any such objections, in writing, to the City Manager. The Project Administrator and the Consultant shall abide by the decision of the City Manager. This paragraph does not constitute a waiver of any party's right to proceed in a court of competent jurisdiction after the above administrative remedies have been exhausted. ARTICLE 14. LIMITATION OF LIABILITY The City desires to enter into this Agreement only if in so doing the City can place a limit on its liability for any cause of action for money damages due to an alleged breach by the City of this Agreement, so that its liability for any such breach never exceeds the "not to exceed" amount of the fee paid to Consultant under this Agreement, less any amount(s) actually paid to Consultant hereunder. Consultant hereby expresses its willingness to enter into this Agreement, with Consultant's recovery from the City for any damages for action for breach of contract to be limited to Consultant's "not to exceed" fee under this Agreement, less any amount(s) actually paid by the City to the Consultant hereunder. Accordingly, and notwithstanding any other term or condition of this Agreement, Consultant hereby agrees that the City shall not be liable to Consultant for money damages due to an alleged breach by the City of this Agreement, in an amount in excess of the "not to exceed amount" of Consultant's fees under. this Agreement, which amount shall be reduced by any amount(s) actually paid by the City to Consultant hereunder. Nothing contained in this subsection, or elsewhere in this Agreement, is in any way intended to be a waiver of the limitation placed upon City's liability, as set forth in Section 768.28, Florida Statutes. ARTICLE 15. NOTICE All written notices given to City by Consultant shall be addressed to: 21 City Manager's Office City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Jimmy L. Morales, City Manager With a copy to: Office of Capital Improvement City of Miami Beach 1701 Meridian Avenue Miami Beach, Florida 33139 Attn: Maria Cerna, Division Director All written notices given to the Consultant from the City shall be addressed to: Nutting Engineers of Florida Inc 1310 Neptune Drive Boynton Beach, FL 33426 Attn: Richard C. Wohlfarth, P.E. All notices mailed to either party shall be deemed to be sufficiently transmitted if sent by certified mail, return receipt requested. ARTICLE 16. MISCELLANEOUS PROVISIONS 16.1 VENUE AND WAIVER OF JURY TRIAL: This Agreement shall be governed by, and construed in accordance with, the laws of the State of Florida, both substantive and remedial, without regard to principles of conflict of laws. The exclusive venue for any litigation arising out of this Agreement shall be Miami-Dade County, Florida, if in state court, and the U.S. District Court, Southern District of Florida, in federal court. BY ENTERING INTO THIS AGREEMENT, CONSULTANT AND CITY EXPRESSLY WAIVE ANY RIGHTS EITHER PARTY MAY HAVE TO A TRIAL BY JURY OF ANY CIVIL LITIGATION RELATED TO, OR ARISING OUT OF, THIS AGREEMENT. 16.2 EQUAL OPPORTUNITY EMPLOYMENT GOALS: Consultant agrees that it will not discriminate against any employee or applicant for employment for work under this Agreement because of race, color, national origin, religion, sex, gender identity, sexual orientation, disability, marital or familial status, or age, and will take affirmative steps to ensure that applicants are employed and employees are treated during employment without regard to race, color, national origin, religion, sex, gender identity, sexual orientation, disability, marital or familial status, or age. 16.3 PUBLIC ENTITY CRIMES ACT: In accordance with the Public Entity Crimes Act (Section 287.133, Florida Statutes), a person or affiliate who is a consultant, who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to the City, may not submit a bid on a contract with the City for the construction or repair of a public building or public work, may not bid on leases of real property to the City, may not be awarded or perform work as a contractor, ' 22 supplier, subcontractor, or subconsultant under a contract with the City, and may not transact business with the City in excess of the threshold amount provided in Section 287.017, Florida Statutes, for Category Two, for a period of 36 months from the date of being placed on the convicted vendor list. For violation of this subsection by Consultant, City shall have the right to terminate the Agreement without any liability to City, and pursue debarment of Consultant 16.4 NO CONTINGENT FEE: Consultant warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement, and that it has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this subsection, City shall have the right to terminate the Agreement, without any liability or, at its discretion, to deduct from the contract price (or otherwise recover) the full amount of such fee, commission, percentage, gift, or consideration. 16.5 LAWS AND REGULATIONS: 16.5.1 The Consultant shall, during the Term of this Agreement, be governed by all Applicable Laws which may have a bearing on the Services involved in the Project. 16.5.2 Project Documents. In accordance with Section 119.07 (3) (ee), Florida Statutes, entitled "Inspection, Examination, and Duplication of Records; Exemptions," all building plans, blueprints, schematic drawings, and diagrams, including draft, preliminary, and final formats, are exempt from the provisions of Section 119.07(1), Florida Statutes (inspection and copying of public records), and s. 24(a), Article I of the State Constitution. Information made exempt by this paragraph, with prior written approval from the City Manager, may be disclosed to another entity to perform its duties and responsibilities; to a licensed architect, engineer, or contractor who is performing work on or related to the Project; or upon a showing of good cause before a court of competent jurisdiction. The entities or persons receiving such information shall maintain the exempt status of the information. 16.5.2.1 In addition to the requirements in this subsection 16.5.2, the Consultant agrees to abide by all applicable Federal, State, and City procedures, as may be amended from time to time, by which the documents are handled, copied, and distributed which may include, but is not limited to, each employee of Consultant and Subconsultants that will be involved in the Project being required to sign an agreement stating that they will not copy, duplicate, or distribute the documents unless authorized by the City Manager, in writing. 16.5.2.2 The Consultant and its Subconsultants agree in writing that the Project documents are to be kept and maintained in a secure location. 16.5.2.3 . Each set of the Project documents are to be numbered and the whereabouts of the documents shall be tracked at all times. 23 16.5.2.4 A log is developed to track each set of documents logging in the date, time, and name of the individual(s) that work on or view the documents. 16.6 CORRECTIONS TO CONTRACT DOCUMENTS: If applicable to the performance of Consultant's Services, the Consultant shall prepare, without added compensation, all necessary supplemental documents to correct errors, omissions, and/or ambiguities which may exist in the Contract Documents prepared by Consultant, including documents prepared by its Subconsultants. Compliance with this subsection shall not be construed to relieve the Consultant from any liability resulting from any such errors, omissions, and/or ambiguities in the Contract Documents and other documents or Services related thereto. 16.7 ASSIGNMENT: The Consultant shall not assign, transfer or convey this Agreement to any other person, firm, association or corporation, in whole or in part, without the prior written consent of the City Commission, which consent, if given at all, shall be at the Commission's sole option and discretion. However, the Consultant will be permitted to cause portions of the Services to be performed by Subconsultants, subject to the prior written approval of the City Manager. 16.8 SUCCESSORS AND ASSIGNS: The Consultant and the City each binds himself/herself, his/her partners, successors, legal representatives and assigns to the other party of the Agreement and to the partners, successors, legal representatives, and assigns of such party in respect to all covenants of this Agreement. The Consultant shall afford the City (through the City Commission) the opportunity to approve or reject all proposed assignees, successors or other changes in the ownership structure and composition of the Consultant. Failure to do so constitutes a breach of this Agreement by the Consultant. 16.9 PROVISION OF ITEMS NECESSARY TO COMPLETE SERVICES: In the performance of the Services prescribed herein, it shall be the responsibility of the Consultant to provide all salaries, wages, materials, equipment, Subconsultants, and other purchased services, etc., as necessary to complete said Services. 16.10 INTENT OF AGREEMENT: 16.10.1 The intent of the Agreement is for the Consultant to provide all necessary items for the proper completion of the Services.. The Consultant shall perform, as Basic Services, such incidental work which may not be specifically referenced, as necessary to complete the Project. 16.10.2 This Agreement is for the benefit of the parties only and it does not grant rights to a third party beneficiary, to any person, nor does it authorize anyone not a party to the Agreement to maintain a suit for personal injuries, professional liability, or property damage pursuant to the terms or provisions of the Agreement. 16.10.3 No acceptance, order, payment, or certificate of or by the City, or its employees or agents, shall either stop the City from asserting any rights or operate as a waiver of any provisions hereof or of any power or right herein reserved to the City or of any rights to damages herein provided. 24 16.11 This document incorporates and includes all prior negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein; and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of this Agreement that are not contained in this document. Accordingly, the parties agree that no deviation from the terms hereof shall be predicated upon any prior representations or agreements whether oral or written. It is further agreed that no modification, amendment or alteration in the terms or conditions contained herein shall be effective unless memorialized in written document approval and executed with the same formality and of equal dignity herewith. IN WITNESS WHEREOF, the parties hereto have hereunto caused these presents to be signed in their names by their duly authorized officers and principals, attested by their respective witnesses and City Clerk on the day and year first hereinabove written. Attest CITY OF MIAMI BEACH: 2../Z- 11 CITY CLERK Qvtv't MAYO 11R N Attest j i's© ULTANT: NUTTING ENGINEERS OF -ti•" '�%�'' FLO-DA, INC. f�OORP1 ORATED., /_' ' .. Signature/ cretary SO re/Presidento �rte.:••'•.. �� •� w Butti.:i4Yh';';' /C11/4-Ab abliziLAR171 Print Name `` " ° i=;, Tint Name { APPROVED AS TO FORM &LANGUAGE &FOR EXECUTION — ityAttomey to Date 25 SCHEDULE A PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND NUTTING ENGINEERS OF FLORIDA, INC. SCOPE OF SERVICES Geotechnical, soil testing and/or lab testing services are required for proper pre-planning of construction projects for the City. Many of the City's CIP and Public Works projects will require, during one time or another, a geotechnical, soils or lab testing report to validate either the City's Engineer's or any Architect's or Engineer of Records recommendations as to any site, building or any other project's unknown characteristics. Through this agreement the City will be able to adequately plan and -incorporate geotechnical and soil testing services as part of the pre- construction preparatory work, which is a phase of every City construction project. In addition, the Geotechnical firm(s) would provide personnel that are qualified, trained and thoroughly familiar with 'the City's rules, policies, and procedures in inspection, sampling testing, and reporting various areas and stages of construction. The ability to have a list of Geotechnical firms to be contacted on an as needed basis would enable the City to utilize these services when the need arises., 1.0 Geotechnical Services • The Consultant shall provide all labor, materials, equipment, transportation, and other appurtenant work for performing subsurface explorations, obtaining representative samples, and performing all other geotechnical services. • The Consultant shall comply with all federal, state, and local rules and regulations with regard to permits, bonds, drilling, plugging, and all other applicable aspects of drilling. • The Consultant shall research and review all pertinent existing geologic and geotechnical data and information available from USGS, area development, and the company's own files. • The Consultant shall review the proposed project information and requested scope of work indicated as a minimum level of services desired relative to the anticipated subsurface conditions present. If localized subsurface conditions are expected to vary significantly, Consultant shall advise Owner of additional recommended services prior to commencing work. • The Consultant shall be responsible for contacting the appropriate agencies (state/city utility check) for determining locations of utilities in the vicinity of the actual boring locations. • Borings shall be backfilled to the original ground surface in accordance with all applicable local, state, and federal guidelines. • Consultant shall perform the standard penetration test (SPT) in accordance with ASTM Designation D 1586. • In soil that is predominantly cohesive (silty clays, sandy clays, and material with adhesive binder), Consultant shall use the thin-walled tube method for sampling in accordance with ASTM Designation D 1587. • Rock coring shall be performed in accordance with ASTM Designation D 2113. • Double-ring infiltration test shall be conducted in accordance with ASTM Designation D 5093. • Laboratory tests shall be assigned and performed by the Consultant to classify soils and obtain geotechnical physical characteristics such as strength, compressibility, swell 26 potential, compaction characteristics, and chemical characteristics such as corrosiveness. Perform laboratory testing consistent in quantity and quality with local geotechnical engineering practice to provide the required design parameters and recommendations. The quantity of tests to be performed will be dependent upon the type of soil and/or rock encountered during drilling and sampling with additional consideration of the foundation types that may be required to support the proposed structures. • The Consultant shall prepare a geotechnical engineering report containing a discussion of the proposed construction, final boring logs, boring location plan, a description of the drilling and sampling program, a description of the geology and subsurface conditions encountered, groundwater conditions, laboratory test results, and foundation and earthwork recommendations and design parameters. The following is a list of major items that shall appear in the geotechnical engineering report: • Previous Construction Activity and Existing Fill (If present): A discussion of previous construction activity shall address any existing fills or subsurface openings, if encountered. Outline the engineering properties of any existing fills with regard to foundation design. • Subsurface Conditions: Subsurface conditions encountered at the site shall be discussed, based upon stratigraphic sequence observed and local geology. Figures shall be provided displaying soil borings and generalized cross sections. A general description of the engineering properties or parameters determined from the investigation and applied to design recommendations shall be provided. Prevailing groundwater elevations observed and those recommended for design shall be noted. • Site Preparation Recommendations: Provide grading and site preparation recommendations taking into consideration the conceptual grading plan for the site. • Compaction Requirements: The report shall contain detailed and specific criteria for acceptable embankment, fill, or backfill materials and address whether the available borrow material on site is suitable for general or structural fill. The report shall,contain recommendations for material usage at the site with regard to placement and compaction requirements as well as any recommended treatment. Compaction criteria, including acceptable gradations, moisture control, compactive effort, and need for proofrolling shall be discussed, including criteria for both granular and cohesive fill, if applicable. Preparation of subgrades for fill and backfill placement shall be discussed. • Foundation Design: The geotechnical engineering report prepared by the Consultant will be used to size and structurally design stable foundations for the structures. To accomplish this task, the report shall contain recommendations in regard to the recommended foundation type for each structure, as loading and site conditions may require. The report shall provide net allowable bearing pressures for shallow spread footings and mats, at recommended bearing depths, considering the types of materials supporting the mats, and note whether any overstressing is allowed under short-term loading such as dynamic, wind, or seismic loading conditions. If over-excavation of unsuitable materials and backfill with structural backfill are required to improve the foundation soils to allow the use of shallow foundations, provide estimated vertical and horizontal extent of the over-excavation and structural backfill. Provide estimated total and differential settlement for foundations using the recommended bearing pressures. Provide an estimate of the time of settlement. Note factors of safety included or recommended. Provide recommendations for resistance to lateral loads, such as passive 27 earth pressures and sliding friction for the base of foundations. Provide recommended groundwater level for determination of buoyancy and means to resist buoyant forces, if needed. Recommendations for deep foundations shall include diameter, depth, and any recommended installation requirements. Provide allowable design loading capacities for vertical downward loading, vertical upward loading, and horizontal loading, as appropriate to the site conditions. Provide design parameters for analysis of laterally loaded drilled piers as required for input into lateral pile capacity software. All factors of safety utilized in developing the allowable load capacities shall be outlined in detail. • Slope Stability and Excavations: The report shall address the recommended inclination of both temporary excavation and permanent slopes. • Excavation Requirements: If necessary, a section of the report shall address the excavatibility of the soils and rock which may be exposed during foundation excavation and site grading. The effort and type of equipment utilized to perform excavations is dependent upon the size and depth of the excavation. Thus, the discussion shall be in regard to area-type excavations and confined excavations, such as utility trenches. • Dewaterinq: Conditions present at the site requiring groundwater control, dewatering, or surface drainage during excavation for mats, footings, and other construction shall be discussed. Anticipated types of dewatering shall be described. Special consideration to exposed sub-soils within the bottom of excavations during construction shall be addressed. • Corrosion Potential and Chemical Attack to Concrete: An evaluation of representative subsurface materials shall be performed to provide laboratory test results for chemical constituents, specifically pH, chloride ion, soluble sulfates, and sulfides as well as electrical resistivity. These parameters are required to evaluate the potential for corrosion to underground piping and grounding, and selection of cement type to resist potential sulfate attack. • Pavements and Roadway: Provide typical pavement thickness suggestions in accordance with Miami Dade County and FDOT specifications. Any other items of consideration as deemed necessary by the geotechnical company. The geotechnical engineering report shall be prepared by or under the direction of a Registered Professional Engineer registered under the regulatory laws of the State of Florida. 2.0 Roadway Reports Roadway reports shall include, but not be limited to: • Copies of SCS and USGS maps with project limits. • A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials) and construction recommendations relative to the current Standard Indices. • Estimated seasonal high and/or low groundwater levels, and review with respect to proposed pavement grades. • Recommend type of geosynthetic for various applications. • The Design LBR results from 90% and mean methods. 28 • Permeability/infiltration parameters for water retention areas/exfiltration trenches/swales. • A description of the site and subsoil conditions, design recommendations and a discussion of any special considerations (i.e., removal of unsuitable material, recompression of weak soils, estimated settlement time/amount, groundwater control etc.). • An appendix which contains stratified soil boring profiles, laboratory test data sheets, Design LBR calculations/graphs, and any other pertinent information. In addition to the roadway report, the Consultant will also provide stratified boring profiles to the Designer and review the entire set of plans for completeness before each submittal as requested by the Department. The Consultant shall assist the Designer with detailing limits on the cross-sections of subsoil excavation. Up to four draft roadway reports shall be submitted to the District Geotechnical Engineer for each review prior to incorporation of the Consultant's recommendations in the project design. 3.0 Permits The consultant is responsible for obtaining and maintaining all required City of Miami Beach and any Miami Dade County Public Works permits, including but not limited to, MOT, excavations, etc. Additionally, if required, the consultant shall be responsible for all special events permits from the City of Miami Beach and Miami Dade County Police Departments. 4.0 Additional Services Other geotechnical services to perform geotechnical investigation and/or construction material testing at other locations to be determined at a later date, may be required beyond the scope of this work. Compensation for such additional services shall be negotiated based on hourly rates contained in the Agreement awarded under this RFQ. 5.0 Materials Testing, Inspection, and Reporting The Consultant shall provide the City of Miami Beach with personnel that are qualified, trained and thoroughly familiar with the City's rules, policies, and procedures in inspection, sampling testing, and reporting in the following areas: • Bituminous Construction Materials • Sand, Coarse Aggregate, Limerock and Cemented Coquina Mine Inspection • Base, Sub-Grade and Embankment Materials • Pavement Parking Materials • Portland Cement Concrete • Precast Concrete Products • Pre-Stressed Concrete Products • Drilled Shaft Inspection • Laboratory Information Management System (LIMS) Data Entry • Pavement Coring Reporting (PCR) Data Entry • Consultant Contract Project Management • Construction Materials Investigations, Special Studies & Projects • Miscellaneous Construction Related Activities • Materials Inspection and Testing Related Maintenance Activities 29 • Asphalt Concrete Inspection/Evaluation • Seismic/Vibration Monitoring/Reporting • Special Inspector Services The Consultant shall provide (when required) qualified and experienced technicians in the following: • Aggregate Field Testing • Concrete Field Technician Level I and II • Aggregate Laboratory Testing • Concrete Laboratory Technician • LBR Technician • Asphalt Paving • Asphalt Plant • CTCI-Concrete Transportation Construction Inspections • Pre-stress Inspector Technician • Drilled Shaft Inspector • Pile Driving Inspector 6.0 Laboratory Services The Consultant shall have a capable materials laboratory. The Consultant laboratory shall have a Quality Control Program that includes provisions for checking test equipment and lab personnel proficiency. The laboratory must keep up-to-date records of calibration checks. 30 SCHEDULE A-1 CONSULTANT SERVICE ORDER Service Order No. _ for Consulting Services. TO: PROJECT NAME: Project Name DATE: Pursuant to the agreement between the City of Miami Beach and Consultant for Citywide Geotechnical and Laboratory Testing Services on an As-Needed-Basis Pursuant to Request for Qualifications No. 2018-097-KB you are directed to provide the following services: SCOPE OF SERVICES: Per attached proposal dated , to be considered part of this Agreement. Estimated calendar days to complete this work: Days Original Service Order Amount: $ Total From Previous Additional Service Orders: $ Fee for this Service Order is Lump Sum/Not to Exceed amount of: Total Agreement to Date: $ City's Project Date Coordinator/Manager Assistant Director Date Consultant. Date Project Administrator-Director Date City Manager Date NOTE: If engineering services are required,the Consultant Service Order shall comply with Chapter 287.055, Florida Statutes, the Consultants Competitive Negotiations Act (CCNA). The selected firm shall only provide engineering services for projects in which the estimated construction cost of each individual project under the contract does not exceed$2 million or for study activities in which each individual study under the contract does not exceed$200,000. 31 CONSULTANT COMPENSATION AGREEMENT BETWEEN CITY OF MIAMI BEACH AND GFA INTERNATIONAL, INC. FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN "AS- NEEDED BASIS" Project Name and No: Scope of Services: Fee for this Service Order: $ Note*: These services will be paid lump sum based on percentage complete of each phase as identified in the individual tasks. Note***: The Reimbursable Allowance belongs to the City and must be approved in writing, in advance, by the Project Administrator. Unused portions will not be paid to the Consultant. 32 SCHEDULE B —RATE SCHEDULE For Citywide Geotechnical and Laboratory Testing Services On An As-Needed-Basis RFQ 2018-097-KB Unit Unit Price 1. GEOTECHNICAL SERVICES (9.01) A.Mobilization of Truck Mounted Drill Rig. Up to 4 Percolations 1.A.1 Mobilization of Truck-Mounted Drill Rig or special access equipment per Day or Up $ 389.20 (ATV's,Off-Road or Water/marine Equipment) to 100 Ft.of Borings. Up to 4 Percolations 1.A.2 Premium over 1.A.1 for mobilization of special access equipment(ATV's, Per Day or Up To be negotiated Off-Road or Water/marine Equipment) to 100 Ft.of as needed Borings. B.Borings Standard Penetration per ASTM D-1586:, With or Without Casing: 1.B.1 Penetration Depth 0'to 50' Foot $ 22.24 1.B.2 Penetration Depth 51'to 75' Foot $ 26.69 1.B.3 Penetration Depth 76'to 100' Foot $ 31.14 1.B.4 Penetration Depth 101'to 150' Foot $ 38.92 C.Auger Borings per ASTM D-1452 Penetration Depth: 1.C.1 Penetration Depth 0'to 50' Foot $ 16.68 1.C.2 Penetration Depth 51'to 75' Foot $ 18.90 1.C.3 Penetration Depth 76'to 100' Foot $ 21.13 1.C.4 Penetration Depth 101'to 150' Foot $ 26.69 D. Rock Coring per ASTM D-2113(Max. NX Size): 1.D.1 Penetration Depth 0'to 50' Foot $ 38.92 1.D.2 Penetration Depth 51'to 75' Foot $ 45.59 1.D.3 Penetration Depth 76'to 100' Foot $ 53.38 1.D.4 Penetration Depth 101'to 150' Foot $ 61.16 E.Standard Penetration Test(includes Mobilization and Soil Boring Log) Foot (Portable Equipment) $ 27.80 1.E.1 Standard Penetration Test(Water Boring)(Equipment Excluded, Barge Cost to be Negotiated by User Department.Permit Reimbursable upon Proof of Foot Payment) $ 56.71 F.Undisturbed Sampling per ASTM D-15 Each $ 124.54 G.Slug Percolation Test-USGS/PWD 9"Dia.Hole(DERM)(Min.2 per job) Each $ 480.38 H.Double Ring Infiltration Test per ASTM D-3385(swale or grassy areas)(Min.2 Each tests) $ 560.45 33 I.Percolation Tests 1.1.1 FL Dept.of Health and Rehabilitative Services,Chapter 100-6.57(Min.2 tests Each per job) $ 388.09 1.1.2 DCPW Highway Division(min.6"dia.)(min.2 tests per job) Each $ 551.55 1.1.3 Open Hole Method(min.6"dia.)(min.2 tests) Each $ 553.78 J.Closing Holes with Grout/Approved Methods to Safe Proof Site.[Safe Proof Foot to be Accomplished Before Laboratory Leaves the Site] $ 8.90 K.Trench Test per So.FL Water Management District.(Excludes Equipment and Hour Operator)(Provide Equipment Rental Invoice for Direct Cost Reimbursement] $ 551.55 L.Soil Cement Stabilization Field Inspection Hour $ 96.74 1.L.1 Soil Cement Cylinder Testing Hour $ 71.17 1.L.2 Soil Cement Cylinder Testing per ASTM D-1633 Hour $ 38.92 M.Water Quality Monitoring Each $ 90.07 N.Geotechnical Engineering Evaluation and Report of Existing Soil With Respect Hour to Allowable Bearing Capacity $ 140.11 0.Geotechnical Engineer Pile Capacity Analysis Hour $ 140.11 P.Muck Probes Hour $ 91.18 Q.Engineering Inspection during Geotechnical investigation Hour $ 100.08 2. MONITORING WELLS (Includes Drilling) (9.01) A.Mobilization of Truck Mounted Drill Rig.(Same Conditions apply as Up to 2 wells referenced for Geotechnical Services,Item 1.A,Page 1 of the Fee Schedule) • $ 404.77 B.Monitoring Well Installation(2"PVC,Max.20'Depth)*(Min.2 wells) Per Well $ 732.81 C.Monitoring Well Abandonment(2"PVC,Max.20'Depth)*(Min.2 wells) Per Well $ 308.02 D.Monitoring Well Abandonment(4"PVC,Max.20'Depth)*(Min.2 Wells) Per Well $ 395.87 E.Monitoring Well(4"PVC,Max.20'Depth)*(Min.2 wells) Per Well $ 959.66 F.Monitoring Well Installation(2"PVC,Greater than 20'up to 100')*(Min.2 Foot wells)* Excludes permit $ 78.95 G.Repair of Monitoring Wells Unit Rates Per Unit $ 1,057.51 H.Water Quality Monitoring(Does not include Analytical Tests)(Per Well) Per Well $ 273.55 I.Direct Push Well Installation(20'Max) Per Well $ 859.58 J.Direct Push Soil/Ground water Sampling Per Day $ 1,788.10 K.Boat Rental(min.8 hr day)with prior approval by the issuing dept.(furnish per Day copy of ownership or copy of rental invoice) $ 503.74 3. PRE-STRESS / PRE-CAST (9.02) (INCLUDES TRAVEL, MILEAGE, DELIVERY AND CERTIFIED REPORTS) A.Pre-stress/Pre-cast fabrication inspection per PCI MNL-116(Structural)or MNL-117(Architectural)(Bridge and Building Units/Ready Mix Plants Per Hour Inspections)(Min.4) $ 92.30 B.Pre-stress(Inspection and Certified Report included)(Stressing Operation and per Hour Inspection)per PCI MNL-116(min.4 hrs) $ 92.30 C.Reinforced Concrete Pipe and Pre-Fabricated Manhole Inspection(types, sizes,and design)(includes inspection and Certified Report)(Min.4 hrs.) Per Hour $ 92.30 D.Absorption Test of Pre-cast Units per ASTM C-497 Per Core $ . 58.94 E.Three Edge Bearing Test per ASTM C-497 Per Hour $ 92.30 F.Hydrostatic Testing per ASTM C-497 Per Hour $ 92.30 34 G.Testing Concrete Cylinder per ASTM C-497(same conditions apply as shown per Cylinder on 3A.1)(Does NOT include TECHNICIAN or PICK-UP) $ 124.54 4. PILING (9.02) A.Pile Driving/Auger Cast Pile Inspection(includes Certified Log/Report[Min. Per Hour 4 hrs]) $ 93.41 4.A.1 Splice of piles as an addition(per occurrence)(with prior approval from per Hour engineer)(witness splice) $ 93.41 • B.Vibro-Flotation Inspection(4 hrs min.) Per Hour $ 93.41 C.Pile Load Test-Test Frame and Load Set-Up Witnessed by Certified Inspector Per Hour per ASTM D-1143(Equipment/Loads Furnished by Contactor) $ 93.41 4.C.1 Furnishing and Set-Up of Calibrated Gauges Per Gauge $ 121.21 4.C.2 Monitoring of Pile Load Test,Collect Field Data,and Inspector Time Per Hour $ 93.41 4.C.3 Pile Load Test Report,Certify and Prepare Report for Load Capacity of Pile Per Hour (Engineers Time) $ 140.11 5. SOILS (9.02) INCLUDES TRAVEL, MILEAGE, DELIVERY AND CERTIFIED REPORT) 5A.Field Density Tests 5.A.1 Sand Cone Method per AASHTO T-19 and ASTM D-1556(2 test min.) Per Test $ 96.74 Nuclear Method per AASHTO T-238 AND ASTM D-2922,(Moisture per AASHTO T-239 and ASTM D-3017)(Min.4 tests) 5.A.2 Per Test(From 1 to 4 tests)per trip Per Test $ 54.49 5.A.2A Per Test(From 5 to 10 tests)per trip Per Test $ 36.70 5.A.2B Per Test(From 11 or more tests)per trip Per Test $ 32.25 5.A.3 Maximum/Minimum Relative Density Tests per ASTM D-4253 and 4254 Per Test (Field and Laboratory) $ 187.93 5.A.4 Hourly Rate(min.4 hrs)*(Unlimited tests)(7am to 6pm)(equipment ONLY, Per Hour tech NOT included) $ 70.06 5.A.5 Evening Density Testing(9pm to 6am)(if requested by issuing dept., designee to be performed in the evening and to be paid at the min.4hrs Per Hour unlimited tests*)(equipment ONLY,technician NOT included) $ 93.41 B.Moisture Density Tests(Proctor) 5.B.1 Standard per AASHTO T-99 and ASTM D-698(non-traffic areas)(Min.2 tests Per Test per trip) $ 145.67 5.B.2 Modified per AASHTO T-180 and ASTM-1577(Building/Highway Projects) Per Test (Min.2 tests per trip) $ 165.69 C.Limerock Bearing Ratio(LBR)-FDOT Per Test $ 401.43 D.Carbonates on LBR Material(2 tests per trip) Per Test , $ 83.40 E.Laboratory California Bearing Ratio(CBR)per ASTM D-1883(one Point) Per Test $ 309.14 5.E.1 Lab Proctor Test Per Test $ 163.46 5.E.2 Three Point CBR Per Test $ 389.20 F.Field California Bearing Ratio per Asphalt Institute MS-10(Latest Version) Per Test (Reaction Load by Others)(2 Tests min.) $ 471.49 G.Moisture Content Per Test $ 42.26 H.Organic Content 5.H.1 Limerock per AASHTO T-267(by Incineration) Per Test $ 56.71 5.H.2 Test of Soil Chemical Analysis[(1972)P.R. Hesse P.211](by Peroxide) Per Test $ 78.95 35 I.Grain Size per AASHTO T-27(Sieve Analysis only) Per Test $ 72.28 J.Mechanical Analysis per ASTM D-422 or T-11 and T-27 Per Test $ 76.73 K.Soil Classification per ASTM D-3282 and D-2487(AASHTO Unified-FAA) Per Test $ 107.86 L.Los Angeles Abrasion on rip-Rap per ASTM C-535(Large Size Coarse Per Test Aggregate) $ 286.90 M.Soundness on Rip-Rap per ASTM C-88(5 Cycle Sodium Sulfate) Per Test $ 318.03 N.Soil Specific Gravity per ASTM D-854 Per Test $ 67.83 0.Material Finer Than 200 Sieve Per ASTM C-117 Per Test $ 51.15 P.Liquid Limit per ASTM D-4318(Atterberg Limits) Per Test $ 84.51 Q.Salt Content per FDOT FM 5-516 Per Test $ 68.94 R.Limerock Base Thickness Determination-Min.3"dia.Holes FAAP-211(min.2 Per Test tests)(excludes mobilization and transportation) $ 88.96 5.R.1* unlimited tests Day $ 766.17 S.Limerock Chemical Analysis per DCPW,FDOT(2 tests min.) Per Test $ 97.86 T.Limerock Chemical Analysis per DCAD FAAP-211(2 tests min.) Per Test $ 97.86 U.Resistivity Test in Accordance with California Method 643-7 with Break-Down for test,Sampling,PH Measurement of Water and Soil,etc. Per $ 164.58 V.Sediment Tests Per Test $ 81.18 W.Soil Load Bearing Test(Plate Load)(Reaction Load By Others) 5.W.1 Static Load on Footings per ASTM D-1194 Per Test $ 581.58 5.W.2 Repetitive Static Load for Pavement per ASTM D-1195 Per Test $ 619.38 5.W.3 Non-Repetitive Static Load for Pavement er ASTM D-1196 Per Test $ 619.38 X.Soil Relative Density Tests(Vibro-Flotation/In-Situ Verification) 5.X.1 CPT Cone Penetration Test Soundings Per Foot $ 17.79 Y.Horticultural Service for Ph Value of Soil Per Test $ 46.70 Z."Horticultural Service for Soluble Salts in Soil Per Test $ 77.84 AA.Horticultural Service for Macro Nutrients in Soil Per Test $ 94.52 AB.Backfill Monitoring(4 hrs min.) Per Hour $ 77.84 AC.Geotechnical Engineer(min.2 hrs) Per Hour $ 140.11 6. ASPHALT CONCRETE (9.03) includes travel, mileage and certified report A.Asphalt Paving Design Mix Marshall Method(includes Sampling,Standard Design as Applicable Marshall Procedures)per Asphalt Institute Manual Series. Per Mix No.2 $ 889.60 B.Analysis of Special Design Mix Per Mix $ 722.80 C.Marshall Properties(FDOT Procedures)(Aviation P-401/P-405)(Technician plus tests) 6.C.1 Stability per ASTM D-1559 or AASHTO D-T 245(set of 3 specimen) Per Set $ . 137.89 6.C.2 Flow per ASTM-1559 or AASHTO D-T 245(set of 3 specimen). Per Set $ 128.99 6.C.3 Density per ASTM D-2726(set of 3 specimen) Per Set $ 130.10 6.C.4 Air Voids per ASTM-3203(set of 3 specimen) Per Set $ 128.99 6.C.5 Maximum density per ASTM D-2041 Per Set $ 84.51 6.C.6 Particle Coating per ASTM D-2489 Per Sample $ 142.34 36 6.C.7 Sampling/Prep. Per ASTM D-1559/D-2726 Per Sample $ 87.85 6.C.8 Bulk Specific Gravity of Drilled Core per ASTM D-2726 Per Core $ 61.16 6.C.9 Moisture Content-Drying per ASTM C-566 Per Sample $ 62.27 6.C.10 Moisture Content-Distillation per ASTM D-1461 Per Sample $ 147.90 Per Aggregate 6.C.11 Asphaltic Specific Gravity/Absorption of Aggregate Blends Sample $ 113.42 6.C.12 Sampling Hot mix at Manufacturer per ASTM D-979 Per Hour $ 73.39 6.C.13 Effect of Water on Hot Mix per ASTM D-1075(set of 6 samples) Per Set $ 142.34 6.C.14 Washed Sieve Analysis Per Sample $ 72.28 6.C.15 AASHTO T-182 Per Sample $ 159.02 6.C.16 Flat/Elongated Pieces per ASTM D-4791 Per Sample $ 151.23 6.C.17 Effect of Moisture on Hot Mix per ASTM D-4867(set of 6 samples) Per Set $ 353.62 6.C.18 Sand Equivalent per ASTM D-2419 Per Sample $ 113.42 6.C.19 Effect of Water on Cohesion per ASTM D-1075/Modified Per Sample $ 213.50 D.Extraction/Gradation Analysis per ASTM D6307 Per Test $ 162.35 E.Asphalt Plant Technician Using FDOT Approved Plant,Laboratory and Procedures for Extraction,Gradation,Marshall Tests and Temperature Checks Hour (ASTM D-290-85)(per person,min.4 hrs) $ 92.30 F.Paving Technician for On-Site Paving Operations,Inspections per FDOT Hour Procedures(temperature,density testing and observation)(min.4 hrs.) $ 91.18 G.Asphalt densities(Nuclear-Back Scatter Method)(Min.4 tests) Per Test $ 33.36 H.Asphalt Core Drilling for Thickness Measurements(includes Asphalt Patching) Per Core (min 6 cores per call-out) $ 66.72 I.Asphalt Cores Laboratory Tests for Measurements per ASTM D=3549 and per Core weight per cubic foot,per ASTM D-2726(min 4 cores) $ 50.04 J.Gyratory Compaction(Bulk Specific Gravity) Per Sample $ 134.55 7. TECHNICAL SERVICES (AVIATION) (9.03) A.P401 Technical Services-NICET III/FDOTII/Equivalent per ASTM D-3666 Aspalt lant Facilities and Initial Inspection,Quality Reviews,Design Mix/JMF Review,Technical Report/Meetings/Coordination Oversight/PWL/reviews Hour (min.2 hrs.) $ 139.00 B.P401/P602/P603/P609-Field Acceptance Inspection-Certified Inspection per ASTM D-3666 7.B.1 Level I Inspector(weekday min.4 hrs) Hour $ 92.30 7.B.2 Level II Inspector(weekday min.4 hrs) Hour $ 101.19 7.B.3 Cancellation Fee(Plant)(Per cancellation, per technician) Per $ 271.33 8. CONCRETE TECHNICIAN (9.03) INCLUSIVE OF TRAVEL, MILEAGE, DELIVERY AND CERTIFIED REPORT) A.Cylinders-cast and tested by laboratory 8.A.1 Standard 6"x 12"or 4"x 8"cylinder(concrete temperature test and slump test)(per ASTM C-31"Section 7" Lab.Strength Tests per C-39 using C-617 or Per Set C-1231)(max.5 cylinders per set) $ 125.66 8.A.2 Lightweight 3"x 6"cylinder includes concrete per ASTM C-495(max.5 Per Set cylinders per set) $ 125.66 8.A.3 Air Entrainment pas ASTM C-31(used Concurrently with Concrete Set Per Set $ 41.14 37 Testing) 8.A.4 Cylinder pick-up(when not cast by laboratory) Hour $ 65.61 B.Securing Structural or Pavement Cores per ASTM C-42(6"max.dia.)(3 cores min.) 8.B.1 8"deep Per Core $ 143.45 8.B.2 14"deep Per Core $ 174.58 8.B.3 12"deep x 12"diameter Per Core $ 333.60 C.Cores Trim and Compression Test per ASTM C-42 Per Test $ 45.59 D.Concrete Masonry Units per ASTM C-140 and C-551-Block/Brick per ASTM-140 8.D.1 Concrete Brick per ASTM C-551(min.2 bricks) 8.D.1A Compression Per Brick $ 51.15 8.D.1B Absorption Per Brick $ 73.39 8.D.1C Dimension Per Brick $ 50.04 8.D.1D Appearance Per Brick $ 48.93 8.D.2 Block, Manhole Per Test $ 86.74 8.D.3 Block,Concrete Compression per ASTM C-140-Individual Units Per Test $ 62.27 8.D.4 Block,Concrete Absorption per ASTM C-140-Individual Units Per Test $ 74.50 8.D.5 Moisture Content of Concrete Block per ASTM C-140 Per Block $ 62.27 8.D.6 Block Series, Dimensions,Compression,Absorption, Moisture Content and Per Block Unit Weight(Density)per ASTM C-140 $ 195.71 8.D.7 Mortar Cubes 2"x2"x2"Compression Test per ASTM C-109(min.3 per test) Per Cube (cast by others) $ 42.26 8.D.8 Masonry Prism per ASTM C-1314(fabricated by contractor)(unfilled) Per Prism $ 156.79 8.D.9 Sampling and pick-up(casting not included) Per Unit $ 71.17 8.D.10 Concrete Block Unit Weight per ASTM C-140 Per Block $ 68.94 8.D.11 Grout Cube Compression Test per ASTM C-1014(cast by others) Per Cube $ 24.46 8.D.12 Technician to Cast Mortar or Grout Cubes in Laboratory or On-Site(incl. Hour slump and temp.tests)per ASTM C-1019 $ 71.17 8.D.13 On-Site Masonry Inspector per ACI-530(min.4 hrs) Hour $ 92.30 E.Concrete Beams 8.E.1 Tension Test per ASTM C-496(Splitting Tension Test for Cylindrical Per Test Specimen, not beams) $ 73.39 8.E.2 Flexural Test per ASTM C-78(ASTM C-31,C-78)cast per ASTM C-36,(2 Per Beam beams required per test) $ 135.66 F.Air Content per ASTM C-173 or ASTM C-231 Per Test $ 40.03 G.Concrete Densities(Unit Weight)and Yield Test per ASTM C-138 Per Test $ 45.59 H.Design Mix per ACI-211 Standard Aggregate(Materials Furnished by Supplier) (Laboratory Sampling included)(1 Trial batch and 6 Cylinder Tests)(First of any Per Mix Series) $ 583.80 8.H.1(Additional Design Mixes in Series) Per Mix $ 453.70 8.H.2 Design Mix Materials Testing 8.H.2A Gradation Per Test $ 83.40 38 8.H.2B Fine Aggregate Gravity and Absorption C-127 Per Test $ 93.41 8.H.2C Coarse Aggregates Specific Gravity and Absorption C-128 Per Test $ 104.53 8.H.2D LA Abrasion C-88. Per Test $ 245.75 I.On-Site Inspection per ACI-304 and ACI-311.5R(per site visit as approved by the engineer)(4 hrs min.) Hour $ 92.30 J.Concrete Plant Inspection per ACI-311.5(Mix and Weight Verification)(4 hrs min.) Hour $ 92.30 K.Windsor Probe Test per ASTM C-803(Penetration Resistance to Determine per Trip Uniformity)with equipment charge(Windsor Gun)(per trip per location) $ 301.35 L.ASTM C-803(set of 3 probes per test) Per Set $ 120.10 M.Concrete Rebound Hammer Test per ASTM C-805(use of Spring Driven Steel Per Hour Hammer to determine uniformity of in-place concrete)(4 hrs min.) $ 90.07 N.Pull-out per ASTM C-900(includes pin installation) Per Test $ 382.53 0.Thickness of Concrete per ASTM C-1383 Hour . $ 78,95 P.Corrosion Activity per ASTM C-876 Hour $ 97.86 Q.Chloride Content 8.Q.1 Per ASTM C-1152 Per Test $ 143.45 8.0.2 Per ASTM C-1218 Per Test $ 150.12 R.Pachometer(Magnometer)Readings for Rebar Location,approximate size Hour and Spacing(4 hrs min.) $ 90.07 t S.Los Angeles Abrasion per ASTM C-131(small sizecoarse aggregate) Hour $ 250.20 T.Sieve Analysis per ASTM-136 Per Test $ 83.40 U.Absorption Fine Aggregate per ASTM C-128,Coarse Aggregate per ASTM per Test C-127 $ 83.40 V.Specific Gravity Fine Aggregate per ASTM C-128,Coarse Aggregate per ASTM per Test C-127 $ 83.40 W.Weight per Cubic Feet per ASTM C-29 Per Test $ 83.40 9. STEEL (9.04) (use AWA, AMS, AWS, ASME, API, as applicable) A.Shop/Field Weld Inspection per ASTM D-5339(4 hrs min.) Hour $ 91.18 B.AWS,AWA,ASME Welder Tests-Groove or Fillet 9.B.1 Plate Per position $ 241.30 9.B.2 Pipe Per position $ 252.42 C.Reinforcing Steel Tensile Test(Min.3 Tests)-TENSILE ONLY DOES NOT Per Bar INCLUDE TECHNICIAN TIME TO SET-UP MACHINE $ 190.15 D.Reinforcing Steel Deformation Test Per Test $ 63.38 E.Reinforcing Bar Placement Inspection Hour $ 91.18 F.Chemical Laboratory Test 9.F.1 Weld Inspection and Dye Penetrant Weld Testing Hour $ 91.18 G.Radiograph Weld Inspection(min.4 tests) Per Test $ 157.90 H.Engineering Services 9.H.1 Special Inspector for Threshold Buildings(State Certified)(2 hrs min.) Hour $ 134.55 9.H.2 Special Inspector Designee(2 hrs min.) Hour $ 128.99 9.H.3 Special Inspector under the Florida Building Code(2 hrs min.) Hour $ 128.99 39 10. MECHANICAL (9.04) A.Sound Surveys(includes travel time) Hour $ 108.98 B.Lighting Surveys(includes travel time) Hour $ 108.98 11. FIRE PROOFING (9.04) A.Inspection of Sprayed-On Fireproof Coating on Structural Steel 11.A.1 4 hrs min Hour $ 90.07 11.A.2 Laboratory Unit Weight Test of Fireproofing Coating per ASTM E-605 Per Test $ 67.83 11.A.3 Field Adhesion/Cohesion Tests per ASTM E-736 Per Test $ 136.78 * if additional hours are required must have approval from issuing department 12. STRAIN MEASUREMENTS (SR4 INDICATOR) (9.04) A.Technician Services to install Gauges/Make Strain Reading(4 hr min.) Hour $ 90.07 13. ULTRASONIC INSPECTIONS (9.04) A.Services of an Ultrasonic Technician and Equipment(8 hrs min) Hour $ 139.00 B.Assistant Technician(8 hrs min) Hour $ 64.50 14. STRUCTURAL STEEL (9.04) A.Welding Inspector per AWS Code(4 hrs min) Hour $ 91.18 B.Structural Steel Shop or Field Inspector(4 hrs min) Hour $ 91.18 C.Bolt Tightening Inspection by Using: 14.C.1 Torque Wrench Hour $ 91.18 14.C.2 Reg.Wrench Hour $ 91.18 14.C.3 Filler Gauge Hour $ 91.18 D.Structural Steel Testing/Inspection(4 hrs min) Hour $ 91.18 15. WELDING (9.04) A.AWS Certified Inspector(2 hrs min)(per inspection) Hour $ 91.18 B.AWS Certified Welding Inspector/1 hr PADI Certified(min 2 inspections per Hour inspection) $ 157.90 16. MAGNETIC PARTICLE TESTING (MAGNAFLUX) (9.04) A.Services of a non-destructive technician Hour $ 91.18 B.Magnaflux Testing Hour $ 86.74 17. ROOFING (9.05) (all tests performed shall be in accordance with current edition of the Florida Building Code at time the work is issued) A.Built-up roof sample analysis(test method for moisture in mineral aggregate Per Test used for built-up roofs)(ASTM D-1864) $ 58.94 B.ASTM 3617 Per Test $ 338.05 C.Compression Test-Roof Tiles Hour $ 64.50 D.Absorption Test-roof tiles(per set of 5) Per Set $ 259.10 E.Up-Lift test of roof tiles(per set of 5) Per Set $ 313.58 F.Core Samples(per architect/engineer's recommendation) Per Sample $ 81.18 G.Visual Inspections 17.G.1 Per job min. Per Job min. $ 793,97 40 17.G.2 Per square foot Per Sq. Ft $ 0.18 H.Infrared Moisture Survey(mobilization of equipment) 17.H.1 Per job min. Per Job min. $ 880.70 17.H.2 Per square foot Per Sq. Ft $ 0.31 I.Asbestos Testing Per Sample $ 70.06 J.Nuclear Moisture Testing 17.1.1 Per job min. Per Job min. $ 838.45 17.J.2 Per square foot Per Sq. Ft $ 0.24 K.Impedance Moisture Survey(machine)(max 3 cores) 17.K.1 Per job min. Per Job min. $ 878,48 17.K.2 Per square foot(additional square foot survey) Per Sq. Ft $ 0,29 L.Bonded Pull Test Per Test $ 223.51 M.Fastener Pull Test(First 10,000 sq.ft.per deck)(10 tests) Per Test $ 878,48 17.M.1 Per new roof(core sample) Per Test $ 55.60 17.M.2 Existing roof(core sample) Per Test $ 66.72 N.Bell Chamber Test(max.2 tests/any additional test$300.00) Per Test $ 834.00 0.Title Uplift Test(TAS 106) 17.0.1 Per square feet(2,500 sq.ft) Per Sq. Ft $ 278.00 17.0.2 Additional per square Per Sq. Ft $ 22.24 P.Engineer's Report Hour $ 140.11 22. MAINTENANCE OF TRAFFIC (to be negotiated by issuing dept if required 23. ENGINEERING SERVICES A.C.A.D.Operator Hour $ 80.06 B.Staff Engineer Hour $ 100.08 C.Professional Engineer Hour $ 133.44 D.Senior Engineer Hour $ 159.02 E.Principal Hour $ 167.91 F.Clerical/Administrative Hour $ 53.38 G.Engineering Technician(applies to all sub-categories) Hour $ 72.28 Note:Fees paid to the laboratories for the work performed shall be in accordance to the negotiated fee 24. UNDERGROUND UTILITY LOCATION AND INSPECTION It shall be noted that work performed for UNDERGROUND UTILITY LOCATION AND INSPECTION belongs to Sub-Category 15.03-Underground Utility Location,Category 15.00 SURVEYING AND MAPPING. Laboratory firms must be Certified under Category 15.00,Sub-Category 15.03 in order to perform this type of work or they shall Sub-Contract any of the firms certified under this Category. A.Utility Designation-Electronically Scan and Determine the Horizontal and Per Hour Vertical Location of Buried Utility Lines. (Min.3 Hrs.) $ 166.80 B.Expose Utility Lines by Air/Vacuum System(Soft Dig),Creating a Small Diameter Hole to be Plotted on Base Maps to Scale. Work Reviewed and Certified by a Florida Registered Land Surveyor.(Includes Cost Associated with Restoration and Photographs/Drawings to Document/Generate Complete Certified Report 41 24.6.1 Per Test Hole(In Pavement)(Min.3 Tests per Visit) Per Test $ 945.20 24.6.2 Per Test Hole(In Soil)(Min.3 Tests per Visit) Per Test $ 945.20 C.Utility Location Inspector to Verify and Coordinate Location and Per Hour Documentation of Utility Company(Min.2 Hrs.,per Test Location). $ 88.96 42 SCHEDULE C APPROVED SUBCONSULTANTS SUBCONSULTANTS • No preapproved sub-consultants submitted with proposal 43 ATTACHMENT A RESOLUTION, COMMISSION ITEM, AND COMMISSION MEMORANDUM RESOLUTION NO. 2018-30544 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, PURSUANT TO REQUEST FOR QUALIFICATIONS (RFQ) NO. 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS; AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH RADISE INTERNATIONAL, LC,AS THE TOP RANKED PROPOSER; PROFESSIONAL SERVICE INDUSTRIES,INC., AS THE SECOND RANKED PROPOSER; GFA INTERNATIONAL, INC., AS THE THIRD RANKED PROPOSER; UNIVERSAL ENGINEERING SCIENCES, INC, AS THE FOURTH RANKED PROPOSER; TERRACON CONSULTANTS, INC., AS THE FIFTH RANKED PROPOSER; NUTTING ENGINEERS OF FLORIDA, INC. AND WOOD ENVIRONMENT & INFRASTRUCTURE SOLUTIONS, INC, AS THE SIXTH RANKED PROPOSERS; WINGERTER LABORATORIES, AS THE EIGHTH RANKED PROPOSER; AND TIERRA SOUTH FLORIDA,INC.AS THE NINTH RANKED PROPOSERS; AND FURTHER AUTHORIZING THE MAYOR: AND CITY CLERK TO EXECUTE AGREEMENTS WITH EACH OF THE FOREGOING PROPOSERS UPON CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION. WHEREAS, on April 11, 2018, the City Commission approved to issue the City Commission approved to issue the Request for Qualifications (RFQ) NO. 2017-097-KB, for citywide geotechnical and laboratory testing services on an as-needed basis;and WHEREAS, Request for Qualifications No. 2018-097-KB (the "RFQ')was released on April 12,2018;and WHEREAS,a voluntary pre-proposal meeting washeld on April 25,2018:and WHEREAS,on July 30,2018,the City received a total of nine(9)proposals;and WHEREAS, on August 23, 2018 and September 10, 2018, an Evaluation Committee ("Committee") appointed by the City Manager,via Letter to Commission (LTC) No. 454-2018, convened to consider the responsive proposals received;and WHEREAS,the Committee was provided an overview of the project, information relative to the City's Cone of Silence Ordinance and the Government Sunshine Law,general information on the scope of services,and a copy of each proposal;and WHEREAS,the Committee's ranking was as follows: RADISE International, LC,as the top ranked proposer; Professional Service Industries,Inc.,as the second ranked proposer;GFA International, Inc., as the third ranked proposer; Universal Engineering Sciences, Inc, as the fourth ranked proposer; Terracon Consultants, Inc., as the fifth ranked proposer; Nutting Engineers of Florida, Inc. and Wood Environment & Infrastructure Solutions, Inc, as the sixth ranked proposers; Wingerter Laboratories, as the eighth ranked proposer; and Tierra South Florida,Inc.as the ninth ranked proposers;and WHEREAS, after reviewing all the submissions and the results of the evaluation process, the City Manager recommends that.the Mayor and City Commission approve the resolution authorizing the Administration to enter into negotiations with RADISE International, 44 LC, as the top ranked proposer; Professional Service.Industries, Inc., as the second ranked proposer;GFA International, Inc.,as the third ranked proposer;Universal Engineering Sciences, Inc. as the fourth ranked proposer; Terracon Consultants, Inc., as the fifth ranked proposer; Nutting Engineers of Florida, Inc. and Wood Environment& Infrastructure Solutions, Inc, as the sixth, ranked proposers; Wingerter Laboratories, as the eighth ranked proposer; and Tierra South Florida, Inc.as the ninth ranked proposers. • NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA,. that the Mayor and City Commission hereby accept the recommendation of the City Manager, pursuant to Request for Qualifications (RFQ) No. 2018-097-KB, for Citywide Geotechnical and Laboratory Testing Services on an As-Needed Basis; authorize the Administration to enter into negotiations.with RADISE International, LC, as the top ranked proposer; Professional Service Industries, Inc., as the second ranked'proposer; GFA International, Inc., as the third ranked proposer, Universal Engineering Sciences, Inc, as the fourth ranked proposer; Terracon Consultants, Inc., as the fifth ranked proposer; Nutting Engineers of Florida, Inc.and Wood Environment& Infrastructure Solutions. Inc, as the sixth ranked proposers; Wingerter Laboratories, as the eighth ranked proposer;and Tierra South Florida, Inc. as the ninth ranked proposers;and further authorize the Mayor and City Clerk to execute agreements with each of the foregoing proposers upon conclusion of successful negotiations by the Administration. PASSED AND ADOPTED this /7 day of al !.....:,„i 018. Dan Gelber,Mayor ATTEST: t o kainy Raf I E, nado,City Irk T:\AGENDA12018t10 October\ProcuremenriRFQ 2018-097-K5 Geolechnieal SeMces RF0-2018.097-K8 Geotechnical Services Resolution.doc it � , ('.1710,1 ,. * �' .. - : ? APPROVED AS TO IN„O,,Pi r0RATwl' *i FORM&LANGUAGE 13 I I !' &FOR EXECUTION „<„," C‘- kl----0 ( . 'y>^±y .' City Attorney D Date 45 Resolutions-C7 AA MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: October 17,2018 SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA,ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, PURSUANT TO REQUEST FOR QUALIFICATIONS(RFQ) NO, 2018- 097-KB FOR. CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS; AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH RADISE INTERNATIONAL, LC,AS THE TOP RANKED PROPOSER; PROFESSIONAL SERVICE INDUSTRIES, INC., AS THE SECOND RANKED PROPOSER; GFA INTERNATIONAL, INC., AS THE THIRD RANKED PROPOSER; UNIVERSAL ENGINEERING SCIENCES, INC.,,AS THE FOURTH RANKED PROPOSER;TERRACON CONSULTANTS, INC„AS THE FIFTH RANKED PROPOSER; NUTTING ENGINEERS OF FLORIDA, INC. AND WOOD ENVIRONMENT&INFRASTRUCTURE SOLUTIONS, INC.,AS THE SIXTH RANKED PROPOSERS; WINGERTER LABORATORIES; AS THE EIGHTH RANKED PROPOSER; AND TIERRA SOUTH FLORIDA, INC. AS THE NINTH RANKED PROPOSERS;AND FURTHER AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AGREEMENTS WITH EACH OF THE FOREGOING PROPOSERS UPON CONCLUSION OF SUCCESSFUL.NEGOTIATIONS BY THE ADMINISTRATION. RECOMMENDATION Adopt the Resolution. ANALYSIS The City"requires the services of consulting firms to perform citywide geotechnical and soil testing services for the. Capital Improvement Program(CIP) and Public Works Departments. For five (5) years;the City has contracted with several consulting firms to provide these services. In order to consider a replacement contract, the City is seeking proposals from qualified firm(s) to perform citywide geotechnical and soil testing services. Geotechnical, soil testing and/or lab testing services are required for proper pre-planning of construction projects for the City. Many of the City's CIP and Public Works projects will require,during one time or another, a geotechnical, soils or lab testing report to validate either the City's Engineer's or any Architect's or Engineer of Records recommendations as to any site, building or any other project's unknown characteristics, Through the issuance of this RFQ the City will be able to adequately plan and incorporate geotechnical and soil testing services as part of thepre-construction preparatory work,which is a phase of every City construction project. In addition,the Geotechnical firm(s)would provide personnel that are qualified, Page 506 of 1637 46 trained and thoroughly familiar with the City's rules,policies, and procedures in inspection, sampling testing, and reporting various areas and stages of construction. The ability to have a list of Geotechnical firms to be contacted on an as needed basis would enable the City to utilize these services when the need arises. RFQ PROCESS On April 11,2018,the City Commission approved to issue the Request for Qualifications(RFQ)NO. 2018-097-KB,for citywide geotechnical and laboratory testing services on an as-needed basis. On April 12,2018,the RFQ was issued.The Procurement Department issued solicitation notices to 683 firmsutilizing www.publicpurchase:com. 62 prospective proposers accessed the advertised solicitation.A voluntary pre-proposal conference to provide information to the proposerssubmitting a response was held on April 25,2018. RFQ responses were due and received on July 30,2018. The City received proposals from the following nine(9)firms: • GFA International, Inc. • Nutting Engineers of Florida,Inc. • Professional Service Industries,Inc: • RADISE International, LC • Terracon Consultants,Inc. • Tierra South Florida, Inc. • Universal Engineering Sciences,Inc • Wingerter Laboratories • Wood Environment&Infrastructure Solutions,Inc. On August 14,2018 the City Manager appointed the Evaluation Committee via LTC#454-2018;The Evaluation Committee converted on August 23,2018 and.September 10,2018 to consider proposals received.The second meeting was held since one firm inadvertently failed receive the notification of the evaluation committee_ The committee was comprised of Pilar Caurin, Capital Projects Coordinator, Capital Improvement Projects Office, City of Miami Beach; Eugene Egemba, Engineer, Public Works, City of Miami.Beach; Pedro Fuentes, Engineer, Public Works, City of Miami Beach; Jose Perez, Capital Project Coordinator, Capital Improvement Projects Office, City of Miami Beach; Jorge Rodriguez, Capital Project Coordinator, Capital improvement Projects Office, City of Miami Beach The Committee was provided an overview of the project, information relative to the City's Cone of Silence Ordinance and the Government Sunshine Law. The Committee was also provided with general information on the scope of services, a.copy of each proposal, and a presentation by each proposing firm. The Committee was instructed to score and rank,each proposal pursuant to the evaluation criteria established in the RFQ.The evaluation process resulted in the ranking of proposers as indicated in Attachment A,in the following order: 1. RADISE International,LC 2. Professional Service Industries,Inc. 3. GFA International,Inc. 4. Universal Engineering Sciences, Inc 5. Terracon Consultants,Inc. 6. Nutting Engineers of Florida, Inc. 7. Wood Environment&Infrastructure Solutions,Inc. 8. Wingerter Laboratories 9. Tierra South Florida, Inc. Due to the number of responses, a summary of each top-ranked firm or the firm's proposal is available upon request. Page 507 of 1637 47 CONCLUSION I have reviewed the submittals and the results of the evaluation process. I have also considered the needs of the City that include a wide variety of geotechnical services, especially in consideration of potential GO bond projects.All of the nine(9)proposals received are from very well qualified firms. Each one of these firms has its own unique experiences from which the City may benefit depending on the project being considered. This especially important since the purpose of the RFQ is to proactively establish contracts for future services that are not yet identified. For this reason, I believe it isimportant to have a wide range of service providers that the City can quickly access to address any project or emergency needs that may arise. For this reason, I believe it is the City's best interest to.establish contracts with all the firms so that future needs for services can be quickly addressed. Therefore, I recommend that the Mayor and City Commission approve the Resolution authorizing the Administration.to enter into negotiations with RADISE International,LC,as the top ranked proposer; Professional Service Industries, Inc.,as the second ranked proposer; GFA International,Inc., as the third ranked proposer; Universal Engineering Sciences, Inc,as the fourth ranked proposer,Terracon Consultants, Inc., as the fifth ranked proposer; Nutting Engineers of Florida, Inc. and Wood Environment& Infrastructure Solutions, Inc, as the sixth ranked proposers; Wingerter Laboratories, as the eighth ranked proposer; and Tierra South Florida, Inc. as the ninth ranked proposers; and further authorize the Mayor and City Clerk to execute agreements with each of the foregoing proposers upon conclusion of successful negotiations by the Administration. FINANCIAL INFORMATION The cost of the related services, determined upon successful negotiations, are subject to funds availability approved through the City's budgeting process. Grant funding will not be utilized for this project. Legislative Tracking Capital Improvement Projects/Public Works/Procurement ATTACHMENTS: Description o Attachment A:Scoring and Ranking o Resolution Page 508 of 1637 48 • �OESTF0Rili/V ICAT1O4S(RFC) - •. - .--' lo. �F 1 CiM^ds GaalFfinigl and la6or.lwyTwd9y Cm Cowin r Eognw[9.ad. E' P.NaWm1.a i lu.raw E'' JapRganamSaMeaaa2 anaNeadad gni q rH: Twp8 RFONO.7016-097(8 .`a o� 3 T,o.t. if GSM*. 6116iW.. Su14x4-.--' 6 8th. '841.315858 i 599610 24388th 2,461582 544w1 0..614,4 G3.FW. 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L914903120918989.9 54415,48.18 0.9a1Ffa.9r9IPM R Wrasolaux Swam I58 . . 411.Co • Page 509 of 1637 ATTACHMENT B REQUEST FOR QUALIFICATIONS (RFQ) 50 MIAMIBEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 11 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS July 23,2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. • I. REVISION. Appendix C, Cl. Minimum Eligibility Requirements has been DELETED. RFQ has been revised as follows. -- • • _ 'e.e.' . -e-• _ - _ __ . _ _ _ _ _ __ _ _ comply . with minimum requirements shallbe deemed non responsive and - - - --- - considered. AutheFization from the Florida Department of Business and Professional Regulation. Per Special Condition 17 below, within 30 days from notification of award, Consultant shall possess any and all licenses required by the State of Florida, Division of Business and Professional Regulations AND Miami-Dade County to perform the work. II. REVISION. Section 0300, Tab 1, Cover Letter & Minimum Qualifications Requirements and Tab 2, Experience &Qualifications, have been revised as follows: • TAB 1 Cover Letter&Minimum Qualifications Requirements 1.1 Cover Letter and Table of Contents. The cover letter must indicate Proposer and Proposer Primary Contact for the purposes of this solicitation. • 1.2 Response Certification, Questionnaire & Requirements Affidavit. (Appendix A). Attach Appendix A fully completed and executed. Specifications.. TAB 2 Experience&Qualifications 2.1 Qualifications of Proposing Firm. Submit detailed information regarding the firm's history and relevant experience and proven track record of providing the scope of services similar as identified in this solicitation, including experience in providing similar scope of services to public sector agencies. For each project that the proposer submits as evidence of similar experience, the following is required: project description, agency name, agency contact, contact telephone & email, and year(s) and term of engagement. l{ . . . ' - . - ' _ !-e - - e- ' • - ' -r-tmer —Teshnioal ADDENDUM N0.11 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS • in Category 10,02, Geology Services? 9.00, Soils, Foundatie . _ _ '- _ '- _ 2.1.1. Submit copies of all currently held applicable licensure(s) or certificate(s) from Miami- Dade County or the State of Florida relating to geotechnical and laboratory testing services. If any license which the bidder currently does not possess is required to perform the work, state the bidders plan to achieve said licensure if awarded.. 2.2 Qualifications of Proposer Team. Provide an organizational chart of all personnel to be used for • •this project if awarded, the role that each team member will play in providing the services detailed herein and each team members' qualifications. A resume of each individual, including education, licensure, experience, and any other pertinent information, shall be included for each respondent team member to be assigned to this contract. 2.2.1. Submit copies of all currently held applicable licensure(s) or certificate(s) from Miami- Dade County or the State of Florida relating to geotechnical and laboratory testing services. If any license which the bidder currently does not possess is required to perform the work, state the bidders plan to achieve said licensure if awarded. Ill. REVISION. Appendix D, Special Conditions has been revised as follows: • 1. TERM OF CONTRACT. Five (5) years. This contract shall remain in effect for three (3) years from date of contract execution by the Mayor and City Clerk. 2. OPTIONS TO RENEW. e: 'e• = -••... '- - - :' - _ :• : -: _' . : -ee. .e•_ • two (2) year periods. The City of Miami Beach has the option to renew the contract at the sole discretion of the City Manager for an additional two (2), one (1) year periods, on a year-to-year basis. Renewal of the contract is a City of Miami Beach prerogative, not a right of the Contractor. Such option will be exercised, if at all, only when it is in the best interest of the City of Miami Beach. In the event•that the contract is held over beyond the term herein provided it shall only be from a month-to-month basis only and shall not constitute an implied renewal of the contract. Said month to month extension shall be upon the same terms of the contract and at the compensation and payment provided herein, and shall not exceed six(6)months. IV. ANSWERS TO QUESTIONS BY PROSPECTIVE PROPOSERS VIA EMAIL. Q1: Has the City amended the questions deadline past May 15th, 20'18? Does the City expect to receive arid answer questions from the second Q&A 'addenda to be released? Will the City tell us if there is a deadline or standard for hours/days prior to a due date we might expect to receive additional addenda? Al: The deadline for questions has concluded. No further questions will be considered. No due date extensions will be considered. • 2 ADDENDUM NO.11 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS • Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranadoRmiamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the "Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. Sin -rely, s AI D Priicurement Director • • • • i 3 ADDENDUM NO.11 RFQ 2018-097-KB • FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMI BEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 10 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS July 20, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. 1. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 n.m.. on Monday, July 30, 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questionsregarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranadoCa miamibeachfl.aov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. Alex Denis 1�t Procurement Director 9 ADDENDUM NO.10 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMI BEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 9 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES.ON AN AS-NEEDED BASIS July 13, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Monday, July 23, 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139- Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado(c miamibeachfl.aov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. Alex Denis Procurement Director 1 ADDENDUM NO.9 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMI BEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 8 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS July 6, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Monday, July 16, 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposeris solely responsible. • A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questionsregarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado(a�miamibeachfl.nov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. Alex Denis Procurement Director ADDENDUM NO.8 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMI BEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 7 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS June 29, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m.. on Monday. July 9. 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow fortraffic or other delays for which the Proposer is solely responsible. A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranadomiamibeachfl.aov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. Alex Denis Procurement Director 1 ADDENDUM NO.7 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMI BEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 6 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS June 22, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Monday, July 2, 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranadoemiamibeachfl.Qov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext.6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. AR erelt/� Alex Denis Procurement Director 1 ADDENDUM NO.6 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMI BEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 5 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS June 19, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m.. on Wednesday. June 27, 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. II. ATTACHMENTS. Exhibit A: Rate Schedule of City's Current Contract for Geotechnical and Laboratory Testing Services Exhibit B: Pre-Proposal Sign-in Sheet , I III. REVISION. Appendix C, Cl. Minimum Eligibility Requirements has been revised as follows. The Minimum Eligibility requirements for this solicitation are listed below. Proposer shall submit, the required submittal(s) documenting compliance with each minimum requirement with its proposal or within three (3) days of request by the City. Proposers that - - -- •- - -' - - e - - . _ _-- - e fail to comply with minimum requirements shall be deemed non-responsive and shall not have its proposal considered. 1. Bidder (defined as the Firm) shall hold - - -- - -- •-- - - ' ' 5 a geology business certification from the Florida Department of Business and Professional Regulation. 1 ADDENDUM NO.5 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS IV. REVISION. Section 0300, TAB 2, Experience &Qualifications, has been revised as follows: TAB 2 Experience&Qualifications 2.1 Qualifications of Proposing Firm.Submit detailed information regarding the firm's history and relevant experience and proven track record of providing the scope ofiervices similar as identified in this solicitation, including experience in providing similar scope of services to public sector agencies. For each project that the proposer submits as evidence of similar experience, the following is required: project description, agency name, agency contact, contact telephone & email,and year(s)and term of engagement. 2.1.1. lie-list-ef Miami-Dade County, Internal Services Department, Technical Certifications. Is the r Proposer certified by Miami Dade County as a Technical Certified Firm in Category 10.02, Geology Services? 2.1.2 Miami-Dade County, Internal Services Department,Technical Certifications. Is the Proposer certified by Miami Dade County as a Technical Certified Firm in any Category 9.00, Soils, Foundations and Materials Testing? 2.2 Qualifications of Proposer Team. Provide an organizational chart of all personnel and consultants to be used for this project if awarded,the role that each team member will play in providing the services detailed herein and each team members'qualifications.A resume of each individual,including education, licensure,experience,and any other pertinent information,shall be includedfor each respondent team member to be assigned to this contract. V. ANSWERS TO QUESTIONS BY PROSPECTIVE PROPOSERS VIA EMAIL. Q1: In relation to question #4, because the volume of work in these service areas is so small (<5%), we ask that the requirement be removed as a requirement of the Prime, as it is not feasible for a small business to support this type of staff full time. Or, as an alternate, would the City consider allowing these services to be provided by a Sub on the Prime's Team? Al: The City has issued the RFQ under the requirements of Section 287.055, Florida Statutes, commonly known as Consultant's Competitive Negotiation Act (CCNA), which requires for the City to consider the volume of work previously awarded to each firm by the agency. Q2: Under Appendix C the RFQ lists minimum eligibility requirements of asbestos and geology business certifications (page 26 C1). As this does not seem applicable to this RFQ will the City please confirm that this is,a requirement? A2: Refer to Revision above. Q3: Who are the incumbents of this contract? A3: GFA International, Inc., Wingerter Laboratories, Universal Engineering Sciences, Inc., HP Consultants, Inc., and Radise International, LLC. Q4: Tab 3 Approach & Methodology: a) Is there a preferred format for responses to all items in Tab 3? b) Does the City require copies of actual reports and/or forms used for projects where we have provided services outlined in Tab 3? A4: Responses shall be in sufficient detail and include supporting documentation, as applicable, which will allow the Evaluation Committee to complete a fully review the qualifications of the Proposer. 2 ADDENDUM NO.5 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS Q5:We recently had D&B send the City an SQR for RFQ 2018-141-ND a) Can you verify that you received it? b) Is it necessary for us to have D&B send it to the City again for this RFQ? A5: Within three (3) business days of request by the City, Each Proposer shall arrange for Dun & Bradstreet to submit a Supplier Qualification Report (SQR) directly to the Procurement Contact named in the RFQ. Q6: Appendix C Minimum Requirements and Specifications: a) Is anything else required besides a copy of the firm's asbestos and geology licenses? b) Is anything required for C.2? c)Typically for this type of work, we are asked for a copy of the firm's engineering license. Would you also like a copy of that license? _ A6: Refer to Revision above. ,Q7: The Minimum Requirement in C.1 includes "Bidder (defined as the Firm) shall hold an asbestos business certification AND a geology business certification from the Florida Department of Business and Professional Regulation." Are asbestos services included in the expected Scope of Work under this contract; and if so, can you provide a clarification on what type of services? A7: Refer to Revision above. Q8: What are the anticipated fees to be awarded under this contract? A8: Fees have not been established and will be negotiated with successful proposer(s) during negotiations. Q9: What firms were awarded under the previous contract and what were the total fees per awarded per firm? A9: Please refer to response A4 and Exhibit A. 610: In the subject RFQ, Appendix D, Special Conditions, Item #13 (pg.32) of RFQ states that there is a sample contract attached to the RFQ. Can you please provide the sample contract? A10: Sample contract will be provided to the successful proposer(s) during negotiations. Q11: Please send us a list of all attendees to the pre-proposal meeting including those called in. All: Please refer to Exhibit B. 3 ADDENDUM NO.5 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranadona miamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov • Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential • proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice • to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. Sincerely, • i 1,. AI:x Deni Pry) =rnent Director • 0 • • • • • 4 • • 4 ADDENDUM NO.5 RFQ 2018-097-KB . FOR CITYWIDE GEOTECHNICAL AND LABORATORY ' TESTING SERVICES ON AN AS-NEEDED BASIS Exhibit A: Rate Schedule of City's Current Contract for Geotechnical and Laboratory Testing Services 5 ADDENDUM NO.5 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS . SCHEDULE C—RATE SCHEDULE • For Citywide Geotechnical and Laboratory Testing Services on an As-Needed Basis RPC1 No. 17-1.1/12. ----- Unit _ _Unit Unit Price 'I. GEOTECHNICAL SERVICES (9.01) __ __ �_� +_^ — • A.Mobilization of Truck Mounted Drill Rig. • Up to 4 Percolations ' :1,A,1 Mobilization of Truck-Mounted Drill Rig or special access equipment(ATV's,Off-Road or per Day or Up to 100 $350.00 . . Water/marine Equipment) Ft.of Borings. ___ Up to 4 Percolations 1.A:2 Premium over 1.A.1 for mobilization of special access equipment (ATV's,Off-Road or To be negotiated • • per Day or Up to 100 Water/marine Equipment) as needed Ft,of Borings. B.Borings Standard Penetration per ASTM D-15861 r I — With or Without Casing; Penetration Depth 0'to 50' Foot $20.00 Penetration Depth 51'to 75' Foot $24.00 PenetrationeDepth 76'to 100' Foot $28.00 Penetration•Depth 101'to 150' Foot $35.00 C.Auger Borings per ASTM D-1452 Penetration Depth: • i Penetration Depth 0'to 50' Foot $15.00 Penetration Depth 51'to 75' Foot $17.00 Penetration Depth 76'to 100' Foot $19,00 Penetration Depth 101'to 150' Foot $24.00 • D.Rock Coring per ASTM D-2113(Max.NX Size): Penetration Depth 0'to 50' Foot $35,00 Penetration Depth 51'to 75' Foot $41,00 • Penetration Depth 76'to 100' Foot —_ $48.00 Penetration Depth 101'to 150' Foot $55,00 • B.Standard Penetration Test(Includes Mobilization and Soil Boring Log)(Portable Equipment) Foot $25.00 1E1 Standard Penetration Test(Water Boring) (Equipment Excluded, Barge Cost to he Foot $51,00 • Negotiated by • - - - -- - F.Undisturbed Sampling per ASTM D-15 Each $112,00 G.Slug Percolation Test-USGS/PWD 9"Dia.Hole.(DERM) (Min,2 per job) Each $432.00 H.Double Ring Infiltration Test per ASTM 0-3385 (swale or grassy areas)(Min.2 tests) Each • $504.00 I.Percolation Tests , 11,1 FL Dept. of Health and Rehabilitative Services, Chapter 100-6,57 (Min,2 tests per job) Each $349.00 11.2 DCPW Highway Division (min.6"die.) (min,2 tests per Job) Each $496,00 11.3 Open Hole Method (min,6"dia.)(min.2 tests) Each $498.00 J,Closing Holes with Grout/Approved Methods to Safe Proof Site,[Safe Proof to he Foot $8,00 Accomplished K.Trench Test per So.FL Water Management District. (Exciudes,Equipment and Operator) Hour $496.00 • (Provide _ L.Soil Cement Stabilization Field Inspection ' Hour $87.00 • 1L,1 Soil Cement Cylinder Testing Hour $64.00— 1L,2 Soil Cement Cylinder Testing per ASTM 0-1633 Hour $35.00 M.Water Quality Monitoring Each $81.00 N.Geotechnical Engineering Evaluation and Report;of Existing Soli With Respect-to Allowable Hour $126,00 Bearing 0,Geotechnical Engineer Pile Capacity Analysis — Hour — $126.00 P.Muck Probes ' Hour $82,00 •_ • Unit Unit Price . Page 41 of 50 CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 20.13) ' C;.Engineering inspection during Geotechnical investigation ____ _____^ - Hour�� _ $90,00 2. MONITORING illi LLS (includes; Drilling) (9.01) �_ — A,Mobilization of Truck A/Jaunted Drill-Rig.(Same Conditions apply as referenced for Up to 2 wells $364.00 Geotechnical 3. Monitoring Well Installation (2" PVC, Max.20'Depth)* (Min.2 wells) Per Well $659.00 C.Monitoring Well Abandonment (2"PVC,Max.20'Depth)* (Min.2 wells) Per Well $277.00 D.Monitoring Well Abandonment(4" PVC,Max.20'Depth)* (Min. 2 Wells) Per Well $356,00 E.Monitoring Well(4" PVC, Max.20'Depth)' (Min. 2 wells) Per Well $863,00 F.Monitoring Well Installation (2"PVC,Greater than 20'up to 1001)* (Min.2 wells) Foot $71.00 * Excludes permit G.Repair of Monitoring Wells Unit Rates _ Per Unit $951.00_ • H.Water Quality Monitoring (Does not include Analytical Tests) (Per Well) Per Well $246,00 I.Direct Push Well Installation (20' Max) — _ Per Well $773,00 ' J.Direct Push Soil/Ground water Sampling Per Day __ $1,608.00 K. Boat Rental (min.8 hr clay)with prior approval by the issuing dept. (furnish copy of ownership or Per Day $453,00 ' • 3. PRE-STRESS I PRE-CAST (9.02). (INCLUDES TRAVEL, MILEAGE, DELIVERY AND CERTIFIED REPORTS . A. Pre-stress/Pre-cast fabrication Inspection per PCi MNL 116 (Structural) or MNL-117 Per Hour $83,C0 .• (Architectural) i B. Pre-stree.(inspection and Certified Report Included) (Stressing Operation and Inspection) per PCI Per Hour $83.00 • C.Reinforced Concrete Pipe and Pre-Fabricated Manhole Inspection (types,sires,and design) (includes inspection and Certified Report) (Min.4 hr•s.) Per Hour $83,00 D.Absorption Test of Pre-cast Units per ASTM C-497 Per Core $53.00 E.Three Edge Bearing Test per ASTM C-497 Per Hour $83.00 r F.Hydrostatic Testing per ASTM C-497 — Per Hour $83.00 G.Testing Concrete Cylinder per ASTM C-497(same conditions apply as shown on 3A.1)(Does Per Cylinder $112.00 NOT 4.. PILING (9.02) A. Pile Driving/Auger Cast Pile Inspection (includes Certifird Log/Report(Min.4 hrs]) Per Hour $84.00 • 4A.1 Splice of plies'eS-an addition (per o'ccurance)-(with prior approval from engineer)-(witness Per Hour $84.00 - B.Vibro-Flotation inspection (4 hrs min.) . Per Hour , _ $84.00 _ C.Pile Load Test-Test Frame and Load Set-Up Witnessed by Certified inspector per ASTM D-1143 Per Hour $84.00 4C.1 Furnishing and Set-Up of Calibrated Gauges Per Gauge $109.00 •. 4C.2 Monitoring of Pile Load Test,Collect Field Data,and Inspector Time Per Hour $84.00 • 4C,3 Pile Load Test Report, Certify and Prepare Report for Load Capacity of Pile(Engineers Time) Per Hour $126.00 • • E. SOILS (9.02) INCLUDES TRAVEL, MILEAGE, DELIVERY AND CERTIFIED REPORT) 5A.Field Density Tests , 5A.1 Sand Cone Method per AASHTO T-19 and ASTM D-1556 (2 test min.) Per Test $87.00 ' Nuclear Method per AASHTO T-238 AND ASTM D-2922,(Moisture per AASHTO T-239 and iASTM D • i 5A.2 Per Test(From 1 to 4 tests)per tripPer Test $49.00 Per Test(From 5 to 10 tests) per trip • Per Test $33.00 1 Per Test(From 11 or more tests) per trip . Per Test $29,00 • Si3.,3 Maximum/Minimum Relative Density Tests per ASTM D-4253 and-4254(Field and Per Test $169.00 Laboratory) , • • Page 42of"a0 CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) IUnit Unit Price 5A,4 Hourly Rate(min,4 hrs)*(Unlimited tests) (7am to 6pm) (equipment ONLY,tech NOT Per Hour _ $63,00 SA.5 Evening Density Testing(9pm to 6am) (if requested by issuing dept.,designee to hey • performed In the.evening and to be paid at the min.4hrs unlimited tests*)(equipmentONLY, Per Hour $84,00 technician NOT included) B,Moisture Density Tests(Proctor) 56,1 Standard per MS HTO T-99 and ASTM D-698 (non-traffic areas) (Min.2 tests per trip) • Per Test _^w^1131,00 f 56.2 Modified per AASHTO 17180 and ASTM-1577 (Building/Highway Projects) (Min.2 tests per Per Test $149.00 C.Lfinerock Bearing Ratio(LBR)-FOOT Per Test $361.00 D,Carbonates on 1.1311 Material (2 tests per trip) Per Test $75.00 E.Laboratory California Bearing Ratio(CBR) per ASTM 0-1883 (one Point) Per Test $278,00 58.1 Lab Proctor Test _ Per Test $147,00 .• 5E.2 Three Point CBR - Per Test ^ $350,00 • P.Field California Bearing Ratio per Asphalt Institute MS-10 (Latest Version) (Reaction Load by Per Test $424,00 Others)(2 Tests min.) G.Moisture Content Per Test $38,00 H.Organic Content 5H.1 Lfinerock per AASHTO T-267 (by incineration) _ Per Test $51.00 • • 5H,2 Test of Soli Chemical Analysts [(1972) P.R. Hesse P.211] (by Peroxide) Per Test $71.00 I,Grain Size per AASHTO 1-27 (Sieve Analysis only) _ Per Test _ $65.00 J.Mechanical Analysis per ASTM 0-422 or T-11 and T-27 Per Test $69,00 IG Soil Classification per ASTM 0-3282 and D-2487 (AASHTO Unified-FAA) Per Test _ $97.00 L.Los Angeles Abrasion on rib-Rap per ASTM C=535(Large Size Coarse Aggregate) Per Test _ $2.58,00 M.Soundness on Rip-Rap per ASTM C-88(5 Cycle Sodiumium Sulfate) Per Test $286.00 N.Soil Specific Gravity per ASTM D-854 Per Test $61.00 0.Material Finer Than 200 Sieve Per ASTM C-117 Per Test $46,00 P.Liquid Limit per ASTM D-4318 (Atterberg Limits) • ,Per Test $76.00 . Ct.Salt Content per FOOT FM 5-516 Per Test $62.00 • R.Limerock Base Thickness Determination -Min.3"die.Holes FAAP-211 (min,2 tests) Per Test $80,00 (excludes mobilization and transportation) . *unlimited tests Day $689.00 S.Lfinerock Chemical Analysis per DCPW,FDOT(2 tests min,) ;;., , . . Per Test $88,00 T.-Limerock Chemical Analysis per DCAD FAAP-27.1(2 tests min,) . V Per Test $88,00 U.Resistivity Test In Accordance with California Method 643-7 with Break-Down for test, Per $148.00 Sampling,.PH Measurement of Water and Soil,etc,. V.Sediment Tests Per Test $73.00 W.Soil Load Bearing Test(Plate Load)(Reaction Load By Others) 5W,1 Static Load on Footings per ASTM D-1194 • Per Test $523.00 5W.2 Repetitive Static Load for Pavement per ASTM D-1195 Per Test $557,00 5W,3 Non-Repetitive Static Load for Pavement er ASTM D-1196 Per Test $557,00 X.Soil Relative Density Tests(Vibro-Fiotatlon /In-Situ Verification) 5X,1 CPT Cone Penetration Test Soundings Per Foot $16,00 Y.Horticultural Service for Ph Value of Soil Per Test $42.00 Z,Horticultural Service for Soluable Salts to Soil Per Test $70,00 AA.Horticultural Service for Macro Nutrients in Soli Per Test $85.00 AB..Backfill Monitoring (4 hrs min.) Per Flour $70,00 AC.Geotechnical Engineer (min.2 hrs) Per Hour $126,00 6.ASPHALT CONCRETE (9.03) Includes travel,mileage and certified report A.Asphalt Paving Design Mix Marshall Method (includes Sampling, Standard Design as Applicable Marshall Procedures) per Asphalt Institute Manual Series No.2 _ Per Mix $800,00 B.Analysis of Special Design Mix Per Mix $650.00 Page 43 of 60 CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) Unit Unit Price C. Marshall Properties (FDOT Procedures) (Aviation P-401/P-405) (Technician plus tests) 6C.1 Stability per ASTM D-1559 or AASHTO D-T 245(set of 3 specimen) • Per Set $124,00_ 6C,2 Flow per ASTM-1559 or AASHTO D-T 245(set of 3 specimen) • Per Set $116;00 6C,3 Density per ASTM D-2726 (set of 3 specimen) Per Set _- $117,00 • 6C.4 Alr Voids per ASTM-3203 (set of 3 specimen) Per Set-$116,00 • GC.5 Maximum density per ASTM D-2041 R_�� ____ • Per Set � $76.00 6c.6 Particle Coating per ASTM D-2489 Per Sample $128,00 • 6C.7 Sampling/Prep. Per ASTM D-1559/0-2726 o Per Sample T $79,00 • 6C.8 Bulk Specific Gravity of Drilled Core per ASTM D-2726 -- Per Core $55,00 ' : • • Unit Unit Price 88.3 12" deep x 12"diameter _^ V Per Core $300.00 C.Cores Trim and Compression Test per ASTM C-42 Per Test $41.00 _, 0,Concrete Masonry Units per ASTM C-140 and 0-551.-Block/Brick per ASTM-140 ^ 80.1 Concrete Brick per ASTM C-551(min_2 bricks) ^� 8D,1A Compression Per Brick - $46,00 8D,1B Absorption Per Brick $66.00 • 8D,1C Dimension Per Brick $45.00 80.113 Appearance - Per Brick $44,00 80.2 Block, Manhole Per Test $78,00. 8D.3 Block, Concrete Compression per ASTM C-140-Individual Units Per Test $56.00 8D.4 Block, Concrete Absorption per ASTM C-140--individual Units Per Test $67.00 80.5 Moisture Content of Concrete Block per ASTM C-140 Per Block $56,00 80,6 Block Series, Dimensions, Compression, Absorption, Moisture Content and Unit Weight (Density) Per Block $176,00 • 80.7 Mortar Cubes 2"x2"x2" Cornpression Test per ASTM C-109(min.3 per test)(cast by others)- Per Cube $38.00 80,8 Masonry Prism per ASTM C-1314 (fabricated by contractor) (unfilled) Per Prism $141.00 8D.9 Sampling and pick-up (casting not Included) Per Unit '$G4.00 81110 Concrete Block Unit Weight per ASTM C-140 Per Block _ $62.00 8D.11 Grout Cube Compression Test per ASTM C-1014(cast by others) _ Per Cube $22.00 80,12 Technician to Cast Mortar or Grout Cubes in Laboratory or On-Site (Incl.slump and temp. tests) Hour $64.00 80,13 On-Site Masonry Inspector per ACI-530 (min.4 hrs) Flour $83.00 ,l E.Concrete Beams • 8E;1 Tension Test per ASTM C-496(Splitting Tension Test for Cylindrical Specimen,not beams) Per Test $66.00 85,2 Flexural Test per ASTM C-78 (ASTM C-31,C.78)cast per ASTM C-36, (2 beams required per Per Beam $122,00 F.Air Content per ASTM C-173 or ASTM C-231 Per Test $36.00 G.Concrete Densities (Unit Weight)and Yield Test per ASTM C-138 Per Test _ $41.00 H.Design Mix per ACI-211 Standard Aggregate (Materials Furnished by Supplier) (Laboratory per Mix $525,00 Sampling Included) (1 Trial batch and 6 Cylinder Tests)(First of any Series) (Additional Design Mixes In Series) Per Mix $408.00 8H,1 Design Mix Materials Testing • 81-1,1a Gradation • Per Test $75.00 8FI.1b Fine.Aggregate Gravity and Absorption C-127 -- -- - - Per.Test $84,00. - 8FI.1c Coarse Aggregates Specific Gravity and Absorption C-128 • Per Test $94,00 8H.1d LA Abrasion C-88 Per Test $221.00 I.On-Site inspection per ACI-304 and ACI.311.5R (per site visit as approved by the engineer).(4 Hour $83.00 J.Concrete Plant inspection per ACI-311.5 (Mix and Weight Verification) (4 hrs min.) Hour $83.00 K.Windsor Probe Test per ASTM C-803(Penetration Resistance to Determine Uniformity) with equipment charge(Windsor Gun) (per trip per location) Per Trip $271.00 L.ASTM C-803,(set of 3 probes per test) Per Set $108.00 M.Concrete Rebound Hammer Test per ASTM C-80S(use of Spring Driven Steel Hammer to Per Hour $81.00 determine uniformity of in-place concrete) (4 hrs min) • N.Pull-out per ASTM C-900(Includes pin Installation) Per Test $344.00 0.Thickness of Concrete per ASTM C-1883 Hour $71.00 P.Corrosion Activity per ASTM C-876 Hour $88.00 Q.Chloride Content 80.1 Per ASTM C-1152 Per Test $129.00 80.2 Per ASTM C-1218 Per Test $135.00 R.Pachometer (Magnorneter) Readings for Rebar Location, approximate size and Spacing(4 hrs ' , Hour $81.00 S.Los Angeles:Abrasion per ASTM 0437.(small size coarse aggregate) Hour $225.00 T.Sieve Analysis per ASTM-136 Per Test. $75.00 Page 46 of 6O CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) Unit Unit Price ' U.Absorption Fine Aggregate per ASTM C-128, Coarse Aggregate per ASTM C-127 Per Test $75.00 V.Specific Gravity Fine Aggregate per ASTM C-128,Coarse Aggregate per ASTM C-127 • Per Test $75,00 W.Weight per Cubic Peet per ASTM C-29 Per Test $75.00 9, STEEL (9.04) (use AWA, AMS, AIMS, ASME, API, es aplirable), --- A,Shop/Field Weld Inspection per ASTM D-5339 (4 hrs min.) Hour - $82.00 B.AWS;AWA, ASME Welder Tests-Groove or Fillet • Plate _ _ " Per position $217.00 Pipe Per position $227.00 C.Reinforcing Steel Tensile Test(Min. 3 Tests)-TENSILE ONLY DOES NOT INCLUDE Per Bar $171.00 • TECHNICIAN TIME TO SET-UP MACI•IINE • D.Reinforcing Steel Deformation Test _ Per Test $57.00 E.Reinforcing Bar Placement inspection Hour $82.00 F.Chemical Laboratory 'fest Weld Inspection and Dye Penetrant Weld Testing Hour $82.00 G.Radiograph Weld Inspection (min.4 tests) Per Test $142.00 . • H. Engineering Services . 9H.1 Special inspector for Threshold Buildings(State Certified) (2 hrs min.) _ , Hour $121,00 91-1,2 Special inspector Designee (2 hrs min.) ...._ Hour $116,00 911.3 Special Inspector under.the Florida Building Code (2 hrs min.) Hour $116,00 1Oa MECHANICAL (9x04) A.Sound Surveys'(includes travel time) Hour $98,00 • B.Lighting Surveys(includes travel time) Hour $98.00. 11, FIRE IsROO,fL G (9.0Z121 A,Inspection of Sprayed-On Fireproof Coating on Structural steel 11A.14 hrs.min • Hour $81.00 .11A,2 Laboratory Unit Weight Test.of Fireproofing Coating per ASTM E-605 Per Test $61.00 11A.3 Field Adhesion /Cohesion Tests per ASTM E-736 Per Test $123.00 *If additional hours are required must have approval from issuing department 12 STIBAliN•MEASUREMENTS (sR4-II DICATOF) (9.044) - - - A.Technician Services to install Gauges/Make Strain Reading(4 hr min.) Hour $81.00 13 UUI.`IlRASO IIO IN3PECTIWN9 (9.04) . A.Services of an Ultrasonic Technician and Equipment (8 hrs min) Hour $125,00 B.Assistant Technician (8 hrs.min) Hour $58,00 '14. STRUCTURAL STEEL (9.04' A.Welding inspector per AWS Code(4 hrs min) Hour $82.00 B.Structural Steel Shop or Field Inspector(4 hrs min) Hour $82,00 C.Bolt Tightening Inspection by Using: 140,1 Torque Wrench • Hour $82,00 14C,2 Reg,Wrench Hour $82.00 140.3 Filler Gauge • Hour $82,00 •. D.Structural Steel Testing. Inspection (4 hrs min) • Hour $82.00 15. WELDING (9.041 A.AWS Certified inspector (2 lits min) (per inspection) Hour '$82.00 B.AWS Certified Welding inspector/1 hrPADI Certified (min-2 inspections per Inspection) Hour $142,00 10» MAGNETIC PARTICLE TESTING (N(AGNAFI-UX) (9,04) — A.Services of a non-destructive technician Hour $82.00 • B.Magnaflux Testing Hour $78,00 _ r • Page 46 of 50 ' CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) i • Unit Unit Price ' 17. ROOFING (9.08) (all tests performed shall be In ace+artimee with current edition of the Florida Building Code at time the work Is issued) A.Built-up roof sample analysis (test method for moisture in mineral aggregate used for built-up roofs) (ASIM D-1864) Per Test $53,00 B.ASTM 3617 Per Test $304,00 C.Compression Test-Roof Tiles _ Hour $58.00 • D.Absorption Test roof tiles(per set of 5). - Per Set $233.00 • E.Up-Lift test of roof tiles (per set of 5) _ Per Set $282.00 ' F.Core Samples (per architect/engineer's recommendation) Per Sample $73.00 G.1lisual Inspections _ _! Per Job min, •_.- --- ....- . .. _ . • .- Per Job min, $714.00 - • - --- • Per square foot Per Sq.Ft $0.16 H.Infrared Moisture Survey(mobilization of equipment) Per job min. PerJob min, $792.00 ' Per square foot• Per Sq.Ft $0.28 • I Asbestos Testing Per Sample $63.00 J.Nuclear Moisture Testing Per Job min, Per Job min. $754.00 Per square foot Per Sq.Ft $0.22 K.Impedence Moisture Survey(machine) (max 3 cores) Per Job min. . _ Per Job min. $790.00 . Per square foot(additional square foot survey) Per Sq.Ft $0.26 ' L.Bonded Pull Test Per Test • $201,00 M.Fastener Pull Test(First 10,000 sq.ft.per deck)(10 tests) Per Test _ $790.00 Per new roof(core sample) Per Test $50.00 Existing roof(core sample) Per Test $60.00 N.Bell Chamber Test(max.2 tests/any additional test$300.00) Per Test $750,00 O'.Title Uplift Test(TAS 106) . Per square feet(2,500 sq.ft) Per Sq.Ft a $250.00 Additional per square • • ' - • - Per Sq,Ft •- - $20.00 P.Engineer's Report Hour- $126.00 22. MAINTENANCE (W TRAFFIC (to be negotiated by issuing debt if 23„ ENGINEERING SERVICES A.C.A.D. Operator • Hour . $72.00 B.Staff Engineer Hour $90.00 C.Professional Engineer Hour $120.00 D.Senior Engineer Hour $143.00 E,Principal Hour $151.00 F.Clerical/Administrative Hour $48.00 '. ' G.Engineering Technician (applies to all sub-categories) Hour $65.00 Note: Fees paid to the laboratories for the work performed shall be In accordance to the ' : 24. UNDERGROUND UTILITY LOCATION AND INSPECTION) • it shall be noted that work performed for UNDERGROUND UTILITY LOCATION AND • INSPECTION belongs to Sub-Category 15.03-Underground Utility Location, Category 1.5.0[1 ,SURVEYING AND MAPPING. Laboratory firms must be CertIfiecl under Category 1.5,00L Sub-Category 15.03 iii order operform this type of work or they shall Sub-Contract any.of the • firms certified under this Categpry, Page 47 of BU CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) 1 . l • Uni Unit Price _ r A.Utility Designation -Electronically Scan and Determine the Horizontal and Vertical Location of Per Hour $1.50,00 Buried Utility Lines, (Min.B Hrs.) B'.Expose Utility Lines by Air/Vacuum System (Soft Dig),Creating a Small Diameter Hole to be Plotted on Base Maps to Scale. Work Reviewed and Certified by a Florida Registered land Surveyor. (Includes Cost Associated with Restoration and Photographs I Drawings to Document/ Generate Complete Certified Report Per Test Hole(in Pavement) (Min,3 Tests per Visit) — Per Test ^ $850,00 Per Test Hole (In Soil) (Min. 3 Tests per Visit) Per Test $850.00 C.Utility Location Inspector to Verify and Coordinate Location and.Documentation of Utility Per Hour $80,00 Com• pany — • (Min.2 Hrs. per Test Location. • • • • • • • • • • • • Page 48 of 80 CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 20i 3) • • Exhibit B: Pre-Proposal Sign-in Sheet 6 ADDENDUM NO.5 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MJ/\MIBEM1H: . • CITY OF MIAMI BEACH PRE-PROPOSAL MEETING • SIGN-IN SHEET DATE: April 25, 2018 TITLE: REQUEST FOR QUALIFICATIONS (RFQ) 2018-097-KB FOR CITYWIDE. GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED BASIS 7,--',4 x a� t L` 5 i ti, i :4 3,,,,:,..:---2^,,, a , , f -rte y4, t� 4,,,,,,,,;.,,,..:.,rt.,, y .,* , ) �g t "' ,C.,() P \ �.� R. t .1„. --L...-.,;:•-•411111: s,. 1 r- [ a ate tt-^ *. s a= er; 3, ? d-t 9 a u1 i `-e �493 ��'j� SjdrnxAz� 4� Y� '4 L'1 t 5 T 'Y"'L` �'�"':` ��Ya K �'S 3 %S' tt ��.1%31'470� a'C+ _Q°'�k.��a zryt @� .; . A,tI PR\) 5. l% S`. 'a S �V m S"6 I C k tx -. 4 • d � T-3.dw j k4T w�R0, Kristy Bada Procurement- CMB • 305-673-7000 kristybadaAmiamibeachfl.gov ext. 6218 &rlyt,,;A•ot. 1►10 / � II / ^ I V 7l LM'Ai#4�1 e.ei� a.0%a.�f'c7.tga ►•yo.-' I E.( ...e.t‘t., §24411,kk eht:_te,a• q..e.41.- 611-0,144-8,4.4-/-?:.9h,' . 1:2. , ...�. i ' r s . 4 .grJ �� ai�A :1' i I4U60 S SOLO h.vya. s erioQ i'eYIratan. ecVit '�(oLGL CA; I 9 . (p�SvK�lj Icrw\ V htJZ.Y 5a. �yt-e`e,Of°I ie S a�9 I1 ..JJ 3o%43`i • 12 1 4,, fe t..-if-a. \I tU 4 •J 5 i IANiV VKLSk(-- E.t..bea1tvet✓,a(Ltt,...)4 k 5ct.tt-+c•. 7S1- i 04'39 1 r°J;$aa 0O J 5Aa✓6v-ICtt-• k.(�Q_cn.) .. t IVI-Rn3rwuN-ciL12 �� -� 1 ( 4 s4(-o10 ( 7) si(- cz1 f of 14141-1 male rt1 4 42.1 H" !�� 3 i • 1 MIAMI BEACH City of Miami Beach,1755 Meridian Avenue,3rd Floor,Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 4 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS June 15, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m.,.on Monday, June 25, 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. Any questions regarding this Addendum should besubmitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado(a)miamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext.6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the "Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. An Alex Alex Denis Procurement Director I maxszaarear 7 ADDENDUM NO.4 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMI BEACH City of Miami Beach,1755 Meridian Avenue,3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 3 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS June 8, 2018 This Addendum to the.above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Monday, June 18, 2018, at the following location: City of Miami Beach Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranadoamiamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext.6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. , ere,t_ Alex Denis Procurement Director 1 ADDENDUM NO.3 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS I MIAMI BEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 2 RFQ 2018-097-KB , FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS June 1, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Monday, June 11, 2018 at the following location: City of Miami Beach c Procurement Department 1755 Meridian Avenue, 3`d Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado(a.miamibeachfl.c1ov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential '- proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. ?,t:liz.i.. ..1.4:..‘R Alex Denis Procurement Director 1 ADDENDUM NO.2 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMIBEACH City of Miami Beach,1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139,www.miamibeachfl.gov PROCUREMENT DEPARTMENT Tel: 305-673-7490 ADDENDUM NO. 1 • RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING'SERVICES ON AN AS-NEEDED BASIS May 22, 2018 This Addendum to the above-referenced RFQ is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. ' I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Monday, June 4, 2018, at the following location: City of Miami Beach • Procurement Department 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 • • Late proposals will not be accepted. Proposers are cautioned to plan sufficient.time to allow for traffic or other delays for which the Proposer is solely responsible. A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. • Any questions regarding this Addendum should be submitted in writing to the Procurement Department to the attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado(amiamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFQ submission. Potential proposers that have elected not to submit a response to the RFQ are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. ' ere Alex Denis Procurement Director 1 + ADDENDUMNO.1 \ RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY • TESTING SERVICES ON AN AS-NEEDED BASIS REQUEST FOR QUALIFICATIONS ( RFQ) FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED BASIS 2018-097-KB RFQ ISSUANCE DATE: APRIL 12, 2018 STATEMENTS OF QUALIFICATIONS DUE: MAY 25, 2018 @ 3:00 PM ISSUED BY: MIAMIBEACH KRISTY BADA, CONTRACTING OFFICER III PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor, Miami Beach, FL 33139 305.673.7490 I kristybada@miamibeachfl.gov I www.miamibeachfl.gov RFQ 2018-097-KB 1 MIAMI BEACH TABLE OF CONTENTS SOLICITATION SECTIONS: PAGE 0100 NOT UTILIZED N/A 0200 INSTRUCTIONS TO RESPONDENTS & GENERAL CONDITIONS 3 0300 SUBMITTAL INSTRUCTIONS & FORMAT 12 0400 EVALUATION PROCESS 14 APPENDICES: PAGE APPENDIX A RESPONSE CERTIFICATION, QUESTIONNAIRE AND AFFIDAVITS 16 APPENDIX B "NO BID" FORM 23 APPENDIX C MINIMUM REQUIREMENTS & SPECIFICATIONS 25 APPENDIX D SPECIAL CONDITIONS 31 APPENDIX F INSURANCE REQUIREMENTS 34 RFQ 2018-097-KB 2 MIAMI BEACH SECTION 0200 INSTRUCTIONS TO RESPONDENTS&GENERAL CONDITIONS 1. GENERAL. This Request for Qualifications (RFQ) is issued by the City of Miami Beach, Florida (the "City"), as the means for prospective Proposer to submit their qualifications, proposed scopes of work and cost Statement of Qualifications (the "proposal")to the City for the City's consideration as an option in achieving the required scope of services and requirements as noted herein. All documents released in connection with this solicitation, including all appendixes and addenda,whether included herein or released under separate cover, comprise the solicitation, and are complementary to one another and together establish the complete terms, conditions and obligations of the Proposer and, subsequently, the successful proposer(s) (the"contractor[s]") if this RFQ results in an award. The City utilizes PublicPurchase (www.publicpurchase.com) for automatic notification of competitive solicitation opportunities and document fulfillment, including the issuance of any addendum to this RFQ. Any prospective proposer who has received this RFQ by any means other than through PublicPurchase must register immediately with PublicPurchase to assure it receives any addendum issued to this RFQ. Failure to receive an addendum may result in disqualification of proposal submitted. 2. PURPOSE. The City requires the services of consulting firms to perform citywide geotechnical and soil testing services for the Capital Improvement Program (CIP) and Public Works Departments. For five (5)years, the City has contracted with several consulting firms to provide these services. The current contract for these services expires on August 18, 2018. In order to consider a replacement contract, the City is seeking proposals from qualified firm(s) to perform citywide geotechnical and soil testing services. Geotechnical, soil testing and/or lab testing services are required for proper pre-planning of construction projects for the City. Many of the City's CIP and Public Works projects will require, during one time or another, a geotechnical, soils or lab testing report to validate either the City's Engineer's or any Architect's or Engineer of Records recommendations as to any site, building or any other project's unknown characteristics. Through the issuance of this RFQ the City will be able to adequately plan and incorporate geotechnical and soil testing services as part of the pre-construction preparatory work, which is a phase of every City construction project. In addition, the Geotechnical firm(s) would provide personnel that are qualified, trained and thoroughly familiar with the City's rules, policies, and procedures in inspection, sampling testing, and reporting various areas and stages of construction. The ability to have a list of Geotechnical firms to be contacted on an as needed basis would enable the City to utilize these services when the need arises. It is the intent of the City of Miami Beach to select several firms under this RFQ, which will be contacted on an as needed basis. This contract shall remain in effect for an initial term of five (5) years, with two (2) optional renewal years at the City's discretion. This RFP is issued pursuant to Chapter 287.055, Florida Statutes, the Consultants Competitive Negotiations Act (CCNA). 3. SOLICITATION TIMETABLE.The tentative schedule for this solicitation is as follows: Solicitation Issued APRIL 12, 2018 Pre-Submittal Meeting APRIL 25, 2018 AT 10:00AM Deadline for Receipt of Questions MAY 15, 2018 AT 5:00PM RFQ 2018-097-KB 3 MIAMI BEACH Responses Due May 25, 2018 AT 3:00PM Evaluation Committee Review TBD Proposer Presentations TBD Tentative Commission Approval Authorizing TBD Negotiations Contract Negotiations Following Commission Approval 4. PROCUREMENT CONTACT.Any questions or clarifications concerning this solicitation shall be submitted to the Procurement Contact noted below: Procurement Contact: Telephone: Email: Kris Bada 305-673-7490 kris bada• miamibeachfl.•ov Additionally, the City Clerk is to be copied on all communications via e-mail at: RafaelGranado(a,miamibeachfl.gov; or via facsimile: 786-394-4188. The Bid title/number shall be referenced on all correspondence. All questions or requests for clarification must be received no later than ten (10) calendar days prior to the date proposals are due as scheduled in Section 0200-3. All responses to questions/clarifications will be sent to all prospective Proposers in the form of an addendum. 5. PRE-PROPOSAL MEETING OR SITE VISIT(S). Only if deemed necessary by the City, a pre-proposal meeting . or site visit(s) may be scheduled. A Pre-PROPOSAL conference will be held as scheduled in Anticipated RFQ Timetable section above at the following address: City of Miami Beach Procurement Department Conference Room 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 Attendance (in person or via telephone) is encouraged and recommended as a source of information, but is not mandatory. Proposers interested in participating in the Pre-Proposal Submission Meeting via telephone must follow these steps: (1) Dial the TELEPHONE NUMBER: 1-888-270-9936 (Toll-free North America) (2) Enter the MEETING NUMBER: 5804578 Proposers who are interested in participating via telephone should send an e-mail to the contact person listed in this RFQ expressing their intent to participate via telephone. 6. PRE-PROPOSAL INTERPRETATIONS. Oral information or responses to questions received by prospective Proposers are not binding on the City and will be without legal effect, including any information received at pre- submittal meeting or site visit(s). The City by means of Addenda will issue interpretations or written addenda clarifications considered necessary by the City in response to questions. Only questions answered by written addenda will be binding and may supersede terms noted in this solicitation. Addendum will be released through PublicPurchase. Any prospective proposer who has received this RFQ by any means other than through RFQ 2018-097-KB 4 MIAMI BEACH PublicPurchace must register immediately with PublicPurchase to assure it receives any addendum issued to this RFQ. Failure to receive an addendum may result in disqualification of proposal. Written questions should be received no later than the date outlined in the Anticipated RFQ Timetable section. 7. CONE OF SILENCE. This RFQ is subject to, and all proposers are expected to be or become familiar with, the City's Cone of Silence Requirements, as codified in Section 2-486 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Cone of Silence are complied with, and shall be subject to any and all sanctions, as prescribed therein, including rendering their response voidable, in the event of such non-compliance. Communications regarding this solicitation are to be submitted in writing to the Procurement Contact named herein with a copy to the City Clerk at rafaelgranado@miamibeachfl.gov 8. SPECIAL NOTICES. You are hereby advised that this solicitation is subject to the following ordinances/resolutions,which may be found on the City Of Miami Beach website: http://www.miamibeachfl.gov/citv-hall/procurement/procurement-related-ordinance-and-procedures/ • CONE OF SILENCE CITY CODE SECTION 2-486 • PROTEST PROCEDURES CITY CODE SECTION 2-371 • DEBARMENT PROCEEDINGS CITY CODE SECTIONS 2-397 THROUGH 2-485.3 • LOBBYIST REGISTRATION AND DISCLOSURE OF FEES CITY CODE SECTIONS 2-481 THROUGH 2-406 • CAMPAIGN CONTRIBUTIONS BY VENDORS CITY CODE SECTION 2-487 • CAMPAIGN CONTRIBUTIONS BY LOBBYISTS ON PROCUREMENT ISSUES CITY CODE SECTION 2-488 • REQUIREMENT FOR CITY CONTRACTORS TO PROVIDE EQUAL BENEFITS FOR CITY CODE SECTION 2-373 DOMESTIC PARTNERS • LIVING WAGE REQUIREMENT CITY CODE SECTIONS 2-407 THROUGH 2-410 • PREFERENCE FOR FLORIDA SMALL BUSINESSES OWNED AND CONTROLLED BY CITY CODE SECTION 2-374 VETERANS AND TO STATE-CERTIFIED SERVICE-DISABLED VETERAN BUSINESS ENTERPRISES • FALSE CLAIMS ORDINANCE CITY CODE SECTION 70-300 • ACCEPTANCE OF GIFTS,FAVORS& CITY CODE SECTION 2-449 SERVICES 9. PUBLIC ENTITY CRIME. A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crimes may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a contractor, supplier, sub-contractor, or consultant under a contract with a public entity, and may not transact business with any public entity in excess of the threshold amount provided in Sec. 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. 10. COMPLIANCE WITH THE CITY'S LOBBYIST LAWS. This RFQ is subject to, and all Proposers are expected to be or become familiar with, all City lobbyist laws. Proposers shall be solely responsible for ensuring that all City lobbyist laws are complied with, and shall be subject to any and all sanctions, as prescribed therein, including, without limitation,disqualification of their responses, in the event of such non-compliance. 11. DEBARMENT ORDINANCE: This RFQ is subject to, and all proposers are expected to be or become familiar with, the City's Debarment Ordinance as codified in Sections 2-397 through 2-406 of the City Code. 12. WITH THE CITY'S CAMPAIGN FINANCE REFORM LAWS. This RFQ is subject to, and all Proposers are expected to be or become familiar with, the City's Campaign Finance Reform laws, as codified in Sections 2-487 through 2-490 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with, and shall be subject to any and all sanctions, as RFQ 2018-097-KB 5 MIAMI BEACH prescribed therein, including disqualification of their responses, in the event of such non-compliance. 13. CODE OF BUSINESS ETHICS. Pursuant to City Resolution No.2000-23879, the Proposer shall adopt a Code of Business Ethics ("Code") and submit that Code to the Procurement Department with its response or within five (5) days upon receipt of request. The Code shall, at a minimum, require the Proposer, to comply with all applicable governmental rules and regulations including, among others, the conflict of interest, lobbying and ethics provision of the City of Miami Beach and Miami Dade County. 14.AMERICAN WITH DISABILITIES ACT(ADA). Call 305-673-7490 to request material in accessible format; sign language interpreters (five (5) days in advance when possible), or information on access for persons with disabilities. For more information on ADA compliance, please call the Public Works Department, at 305-673-7000, Extension 2984. 15. POSTPONEMENT OF DUE DATE FOR RECEIPT OF PROPOSALS. The City reserves the right to postpone the deadline for submittal of proposals and will make a reasonable effort to give at least three (3) calendar days written notice of any such postponement to all prospective Proposers through PublicPurchase. 16. PROTESTS. Proposers that are not selected may protest any recommendation for selection of award in accordance with eh proceedings established pursuant to the City's bid protest procedures, as codified in Sections 2-370 and 2-371 of the City Code (the City's Bid Protest Ordinance). Protest not timely made pursuant to the requirements of the City's Bid Protest Ordinance shall be barred. 17. JOINT VENTURES. Joint Ventures are not allowed. Proposals shall be submitted only by the prime contractor who will serve as the CMR. The City will only contract with the prime contractor who will serve as the CMR. Proposals may, however, identify other sub-contractors or sub-consultants to the prime Proposer who may serve as. team members. 18. VETERAN BUSINESS ENTERPRISES PREFERENCE. Pursuant to City Code Section 2-374, the City shall give a preference to a responsive and responsible Proposer which is a small business concern owned and controlled by a veteran(s) or which is a service-disabled veteran business enterprise, and which is within five percent (5%) of the lowest responsive, responsible proposer, by providing such proposer an opportunity of providing said goods or contractual services for the lowest responsive proposal amount (or in this RFQ, the highest proposal amount). Whenever, as a result of the foregoing preference, the adjusted prices of two (2) or more proposers which are a small business concern owned and controlled by a veteran(s) or a service-disabled veteran business enterprise constitute the lowest proposal pursuant to an RFQ or oral or written request for quotation, and such proposals are responsive, responsible and otherwise equal with respect to quality and service, then the award shall be made to the service-disabled veteran business enterprise. 19. DETERMINATION OF AWARD. The final ranking results of Step 1 &2 outlined in Section 0400, Evaluation of Proposals, will be considered by the City Manager who may recommend to the City Commission the Proposer(s) s/he deems to be in the best interest of the City or may recommend rejection of all proposals. The City Manager's recommendation need not be consistent with the scoring results identified herein and takes into consideration Miami Beach City Code Section 2-369, including the following considerations: (1)The ability, capacity and skill of the Proposer to perform the contract. (2)Whether the Proposer can perform the contract within the time specified,without delay or interference. (3)The character, integrity, reputation,judgment, experience and efficiency of the Proposer. RFQ 201 8-097-KB 6 MIAMI BEACH (4)The quality of performance of previous contracts. (5)The previous and existing compliance by the Proposer with laws and ordinances relating to the contract. The City Commission shall consider the City Manager's recommendation and may approve such recommendation. The City Commission may also, at its option, reject the City Manager's recommendation and select another Proposal or Proposals which it deems to be in the best interest of the City, or it may also reject all Proposals. 20. NEGOTIATIONS. Following selection, the City reserves the right to enter into further negotiations with the selected Proposer. Notwithstanding the preceding, the City is in no way obligated to enter into a contract with the selected Proposer in the event the parties are unable to negotiate a contract. It is also understood and acknowledged by Proposers that no property, contract or legal rights of any kind shall be created at any time until and unless an Agreement has been agreed to; approved by the City; and executed by the parties. 21. POSTPONEMENT/CANCELLATION/ACCEPTANCE/REJECTION. The City may, at its sole and absolute discretion, reject any and all, or parts of any and all, responses; re-advertise this RFQ; postpone or cancel, at any time, this RFQ process; or waive any irregularities in this RFQ, or in any responses received as a result of this RFQ. Reasonable efforts will be made to either award the proposer the contract or reject all proposals within one-hundred twenty (120) calendar days after proposal opening date. A proposer may withdraw its proposal after expiration of • one hundred twenty (120) calendar days from the date of proposal opening by delivering written notice of withdrawal to the Department of Procurement Management prior to award of the contract by the City Commission. 22. PROPOSER'S RESPONSIBILITY. Before submitting a response, each Proposer shall be solely responsible for making any and all investigations, evaluations, and examinations, as it deems necessary, to ascertain all conditions and requirements affecting the full performance of the contract. Ignorance of such conditions and requirements, and/or failure to make such evaluations, investigations, and examinations, will not relieve the Proposer from any obligation to comply with'every detail and with all provisions and requirements of the contract, and will not be accepted as a basis for any subsequent claim whatsoever for any monetary consideration on the part of the Proposer. 23. COSTS INCURRED BY PROPOSERS. All expenses involved with the preparation and submission of Proposals, or any work performed in connection therewith, shall be the sole responsibility (and shall be at the sole cost and expense) of the Proposer, and shall not be reimbursed by the City. 24. RELATIONSHIP TO THE CITY. It is the intent of the City, and Proposers hereby acknowledge and agree, that the successful Proposer is considered to be an independent contractor, and that neither the Proposer, nor the Proposer's employees, agents, and/or contractors, shall, under any circumstances, be considered employees or agents of the City. 24. OCCUPATIONAL HEALTH AND SAFETY. In compliance with Chapter 442, Florida Statutes, any toxic substance listed in Section 38F-41.03 of the Florida Administrative Code delivered as a result of this proposal must be accompanied by a Material Safety.Data Sheet(MSDS)which may be obtained from the manufacturer. 25. ENVIRONMENTAL REGULATIONS. The City reserves the right to consider a proposer's history of citations and/or violations of environmental regulations in investigating a proposer's responsibility, and further reserves the right to declare a proposer not responsible if the history of violations warrant such determination in the opinion of the City. Proposer shall submit with its proposal, a complete history of all citations and/or violations, notices and RFQ 2018-097-KB 7 MIAMI BEACH dispositions thereof. The non-submission of any such documentation shall be deemed to be an affirmation by the Proposer that there are no citations or violations. Proposer shall notify the City immediately of notice of any citation or violation which proposer may receive after the proposal opening date and during the time of performance of any contract awarded to it. 26. TAXES.The City of Miami Beach is exempt from all Federal Excise and State taxes. 27. MISTAKES. Proposers are expected to examine the terms, conditions, specifications, delivery schedules, proposed pricing, and all instructions pertaining to the goods and services relative to this RFQ. Failure to do so will be at the Proposer's risk and may result in the Proposal being non-responsive. 28. PAYMENT. Payment will be made by the City after the goods or services have been received, inspected, and found to comply with contract, specifications, free of damage or defect, and are properly invoiced. Invoices must be consistent with Purchase Order format. 29. COPYRIGHT, PATENTS & ROYALTIES. Proposer shall indemnify and save harmless the City of Miami Beach, Florida, and its officers, employees, contractors, and/or agents, from liability of any nature or kind, including cost and expenses for, or on account of,.any copyrighted, patented, or unpatented invention, process, or article manufactured or used in the performance of the contract, including its use by the City of Miami Beach, Florida. If the Proposer uses any design, device or materials covered by letters, patent, or copyright, it is mutually understood and agreed,without exception, that the proposal prices shall include all royalties or cost arising from the use of such design, device, or materials in any way involved in the work. 30. DEFAULT. Failure or refusal of the selected Proposer to execute a contract following approval of such contract by the City Commission, or untimely withdrawal of a response before such award is made and approved, may result in a claim for damages by the City and may be grounds for removing the Proposer from the City's vendor list. 31. MANNER OF PERFORMANCE. Proposer agrees to perform its duties and obligations in a professional manner and in accordance with all applicable Local, State, County, and Federal laws, rules, regulations and codes. Lack of knowledge or ignorance by the Proposer with/of applicable laws will in no way be a cause for relief from responsibility. Proposer agrees that the services provided shall be provided by employees that are educated, trained, experienced, certified, and licensed in all areas encompassed within theirdesignated duties. Proposer agrees to furnish to the City any and all documentation, certification, authorization, license, permit, or registration currently required by applicable laws, rules, and regulations. Proposer further certifies that it and its employees will keep all licenses, permits, registrations, authorizations, or certifications required by applicable laws or regulations in full force and effect during the term of this contract. Failure of Proposer to comply with this paragraph shall constitute a material breach of this contract. Where contractor is required to enter or go on to City of Miami Beach property to deliver materials or perform work or services as a result of any contract resulting from this solicitation, the contractor will assume the full duty, obligation and expense of obtaining all necessary licenses, permits, and insurance, and assure all work complies with all applicable laws. The contractor shall be liable for any damages or loss to the City occasioned by negligence of the Proposer, or its officers, employees, contractors, and/or agents,for failure to comply with applicable laws. 32. SPECIAL CONDITIONS. Any and all Special Conditions that may vary from these General Terms and Conditions shall have precedence. RFQ 2018-097-KB 8 MIAMI BEACH 33. NON-DISCRIMINATION. The Proposer certifies that it is in compliance with the non-discrimination clause contained in Section 202, Executive Order 11246, as amended by Executive Order 11375, relative to equal employment opportunity for all persons without regard to race, color, religion, sex or national origin. In accordance with the City's Human. Rights Ordinance, codified in Chapter 62 of the City Code, Proposer shall prohibit discrimination by reason of race, color, national origin, religion, sex, intersexuality, gender identity, sexual orientation, marital and familial status, and age or disability. 34. DEMONSTRATION OF COMPETENCY. The city may consider any evidence available regarding the financial, technical, and other qualifications and abilities of a Proposer, including past performance (experience) in making an award that is in the best interest of the City, including: A. Pre-award inspection of the Proposer's facility may be made prior to the award of contract. B. Proposals will only be considered from firms which are regularly engaged in the business of providing the goods and/or services as described in this solicitation. C. Proposers must be able to demonstrate a good record of performance for a reasonable period of time, and have sufficient financial capacity, equipment, and organization to ensure that they can satisfactorily perform the services if awarded a contract under the terms and conditions of this solicitation. D. The terms "equipment and organization", as used herein shall, be construed to mean a fully equipped and well established company in line with the best business practices in the industry, and as determined by the City of Miami Beach. E. The City may consider any evidence available regarding the financial, technical, and other qualifications and abilities of a Proposer, including past performance (experience), in making an award that is in the best interest of the City. F. The City may require Proposer s to show proof that they have been designated as authorized representatives of a manufacturer or supplier,which is the actual source of supply. In these instances, the City may also require material information from the source of supply regarding the quality, packaging, and characteristics of the products to be supply to the City. 35. ASSIGNMENT. The successful Proposer shall not assign, transfer, convey, sublet or otherwise dispose of the contract, including any or all of its right, title or interest therein, or his/her or its power to execute such contract, to any person, company or corporation, without the prior written consent of the City. 36. LAWS, PERMITS AND REGULATIONS. The Proposer shall obtain and pay for all licenses, permits, and inspection fees required to complete the work and shall comply with all applicable laws. 37. OPTIONAL CONTRACT USAGE.When the successful Proposer(s) is in agreement, other units of government or non-profit agencies may participate in purchases pursuant to the award of this contract at the option of the unit of government or non-profit agency. 38. VOLUME OF WORK TO BE RECEIVED BY CONTRACTOR. It is the intent of the City to purchase the goods and services specifically listed in this solicitation from the contractor. However, the City reserves the right to purchase any goods or services awarded from state or other governmental contract, or on an as-needed basis through the City's spot market purchase provisions. 39. DISPUTES. In the event of a conflict between the documents, the order of priority of the documents shall be as follows: A. Any contract or agreement resulting from the award of this solicitation; then B. Addendum issued for this solicitation,with the latest Addendum taking precedence;then RFQ 2018-097-KB 9 MIAMI BEACH C. The solicitation;then D. The Proposer's proposal in response to the solicitation. 40. INDEMNIFICATION. The Proposer shall indemnify and hold harmless the City and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorney's fees and costs of defense, which the City or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of the agreement by the contractor or its employees, agents, servants, partners, principals or subcontractors. The contractor shall pay all claims and losses in connection therewith, and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the City, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may be incurred thereon. The Proposer expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by the contractor shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City or its officers, employees, agents and instrumentalities as herein provided. The above indemnification provisions shall survive the expiration or termination of this Agreement. 41. CONTRACT EXTENSION. The City reserves the right to require the Contractor to extend contract past the stated termination date for a period of up to 120 days in the event that a subsequent contract has not yet been awarded. Additional extensions past the 120 days may occur as needed by,the City and as mutually agreed upon by the City and the contractor. 42. FLORIDA PUBLIC RECORDS LAW. Proposers are hereby notified that all Bid including,without limitation, any and all information and documentation submitted therewith, are exempt from public records requirements under Section 119.07(1), Florida Statutes, and s. 24(a), Art. 1 of the State Constitution until such time as the City provides notice of an intended decision or until thirty (30) days after opening of the proposals, whichever is earlier. Additionally, Contractor agrees to be in full compliance with Florida Statute 119.0701 including, but not limited to, agreement to (a) Keep and maintain public records that ordinarily and necessarily would be required by the public agency in order to perform the services; (b) provide the public with access to public records on the same terms and conditions that the public agency would provide the records and at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law; (c) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law; (d) Meet all requirements for retaining public records and transfer, at no cost, to the public agency all public: records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the public agency in a format that is compatible with the information technology systems of the public agency. ,43. OBSERVANCE OF LAWS. Proposers are expected to be familiar with, and comply with, all Federal, State, County, and City laws, ordinances, codes, rules and regulations,and all orders and decrees of bodies or tribunals having jurisdiction or authority which, in any manner, may affect the scope of services and/or project contemplated by this RFQ (including, without limitation, the Americans with Disabilities Act, Title VII of the Civil Rights Act, the EEOC Uniform Guidelines, and all EEO regulations and guidelines). Ignorance of the law(s) on the part of the Proposer will in no way relieve it from responsibility for compliance. 44. CONFLICT OF INTEREST. All Proposers must disclose, in their Proposal, the name(s) of any officer, director, agent, or immediate family member (spouse, parent, sibling, and child) who is also an employee of the City of Miami Beach. Further, all Proposers must disclose the name of any City employee who owns, either directly or RFQ 2018-097-KB 10 MIAMI BEACH indirectly, an interest of ten (10%) percent or more in the Proposer entity or any of its affiliates. 45. MODIFICATION/WITHDRAWALS OF PROPOSALS.A Proposer may submit a modified Proposal to replace all or any portion of a previously submitted Proposal up until the Proposal due date and time. Modifications received after the Proposal due date and time will not be considered. Proposals shall be irrevocable until contract award unless withdrawn in writing prior to the Proposal due date, or after expiration of 120 calendar days from the opening of Proposals without a contract award. Letters of withdrawal received after the Proposal due date and before said expiration date, and letters of withdrawal received after contract award will not be considered. 47. EXCEPTIONS TO RFQ. Proposers must clearly indicate any exceptions they wish to take to any of the terms in this RFQ, and outline what, if any, alternative is being offered. All exceptions and alternatives shall be included and clearly delineated, in writing, in the Proposal. The City, at its sole and absolute discretion, may accept or reject any or all exceptions and,alternatives. In cases in which exceptions and alternatives are rejected, the City shall require the Proposer to comply with the particular term and/or condition of the RFQ to which Proposer took exception to (as said term and/or condition was originally set forth on the RFQ). 48. ACCEPTANCE OF GIFTS, FAVORS, SERVICES. Proposers shall not offer any gratuities, favors, or anything of monetary value to any official, employee, or agent of the City, for the purpose of influencing consideration of this Proposal. Pursuant to Sec. 2-449 of the City Code, no officer or employee of the City shall accept any gift, favor or service that might reasonably tend improperly to influence him in the discharge of his official duties. 49. SUPPLEMENTAL INFORMATION. City reserves the right to request supplemental information from Proposers at any time during the RFQ solicitation process. 50. ADDITIONAL SERVICES. Although this solicitation and resultant contract identifies specific goods, services or facilities ("items"), it is hereby agreed and understood that the City, through the approval of the Department and Procurement Directors (for additional items up to $50,000) or the City Manager (for additional items greater than $50,000), may require additional items to be added to the Contract which are required to complete the work. When additional items are required to be added to the Contract, awarded vendor(s), as applicable to the item being requested, under this contract may be invited to submit price quote(s) for these additional requirements. If these quote(s) are determined to be fair and reasonable, then the additional work will be awarded to the current contract vendor(s) that offers the lowest acceptable pricing. The additional items shall be added to this contract by through a Purchase Order (or Change Order if Purchase Order already exists). In some cases, the City may deem it necessary to add additional items through a formal amendment to the Contract, to be approved by the City Manager. The City may determine to obtain price quotes for the additional items from other vendors in the event that fair and reasonable pricing is not obtained from the current contract vendors, or for other reasons at the City's discretion. Balance of Page Intentionally Left Blank RFQ 2018-097-KB 11 MIAMI BEACH SECTION 0300 SUBMITTAL INSTRUCTIONS AND FORMAT 1. SEALED RESPONSES. One original Statement of Qualifications (preferably in 3-ring binder) must be submitted in an opaque, sealed envelope or container on or before the due date established for the receipt of proposals. Additionally, ten (10) bound copies and one (1) electronic format (CD or USB format) are to be submitted. The following information should be clearly marked on the face of the envelope or container in which the proposal is submitted: solicitation number, solicitation title, proposer name, proposer return address. Statement of Qualifications received electronically, either through email or facsimile, are not acceptable and will be rejected. 2. LATE BIDS. Statement of Qualifications are to be received on or before the due date established herein for the receipt of Bids. Any Bid received after the deadline established for receipt of Statement of Qualifications will be considered late and not be accepted or will be returned to proposer unopened. The City does not accept responsibility for any delays, natural or otherwise. 3. STATEMENTS OF QUALIFICATIONS FORMAT. In order to maintain comparability, facilitate the review process and assist the Evaluation Committee in review of Statement of Qualifications, it is strongly recommended that Statement of Qualifications be organized and tabbed in accordance with the sections and manner specified below. Hard copy submittal should be tabbed as enumerated below and contain a table of contents with page references. Electronic copies should also be tabbed and contain a table of contents with page references. TAB 1 Cover Letter&Minimum Qualifications Requirements 1.1 Cover Letter and Table of Contents.The cover letter must indicate Proposer and Proposer Primary Contact for the purposes of this solicitation. 1.2 Response Certification, Questionnaire & Requirements Affidavit (Appendix.A). Attach Appendix A fully completed and executed. 1.3 Minimum Qualifications Requirements. Submit verifiable information documenting compliance with the minimum qualifications requirements established in Appendix C, Minimum Requirements and Specifications. TAB 2 Experience&Qualifications 2.1 Qualifications of Proposing Firm. Submit detailed information regarding the firm's history and relevant experience and proven track record of providing the scope of services similar as identified in this solicitation, including experience in providing similar scope of services to public sector agencies. For each project that the proposer submits as evidence of similar experience, the following is required: project description, agency name, agency contact, contact telephone & email, and year(s)and term of engagement. 2.1.1. Provide list of Miami-Dade County, Internal Services Deparment,technical certifications 2.2 Qualifications of Proposer Team. Provide an organizational chart of all personnel and consultants to be used for this project if awarded, the role that each team member will play in providing the services detailed herein and each team members' qualifications. A resume of each individual, including.education, experience, and any other pertinent information,shall be included for each respondent team member to be assigned to this contract. TAB 3 Approach and Methodology 3.1 Submit detailed information on the approach and methodology proposer has used on similar past projects, including detailed information, as applicable, on the following: 1. Geotechnical Services a. Previous Construction Activity and Existing Fill b. Subsurface Conditions RFQ 2018-097-KB 12 MIAMI BEACH c. Site Preparation Recommendations d. Compaction Requirements e. Foundation Reporting f. Slope Stability and Excavations g. Excavation Requirements h. Dewatering i. Corrosion Potential and Chemical Attack to Concrete j. Pavements and Roadway 2. Roadway Reports 3. Materials Testing, Inspection, and Reporting a. Bituminous Construction Materials b. Sand, Coarse Aggregate, Limerock and Cemented Coquina Mine Inspection c. Base, Sub-Grade and Embankment Materials d. Pavement Parking Materials e. Portland Cement Concrete f. Precast Concrete Products g. Pre-Stressed Concrete Products h. Drilled Shaft Inspection i. Laboratory Information Management System (LIMS) Data Entry j. Pavement Coring Reporting (PCR) Data Entry k. Consultant Contract Project Management I. Construction Materials Investigations, Special Studies&Projects m. Miscellaneous Construction Related Activities n. Materials Inspection and Testing Related Maintenance Activities o. Asphalt Concrete Inspection/Evaluation 4. Laboratory Services a. Materials b. Quality Control Program Responses shall be in sufficient detail and include supporting documentation, as applicable, which will allow the Evaluation Committee to complete a fully review and score the proposed scope of services. 4. FINANCIAL CAPACITY. Within three (3) business days of request by the City, Each Proposer shall arrange for Dun & Bradstreet to submit a Supplier Qualification Report (SQR) directly to the Procurement Contact named herein. No proposal will be considered without receipt, by the City, of the SQR directly from Dun & Bradstreet. The cost of the preparation of the SQR shall be the responsibility of the Proposer. The Proposer shall request the SQR report from D&B at: https://supplierportal.dnb.com/webapp/wcs/stores/servletlSupplierPortal?storeld=11696 Proposers are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each Proposer review the information contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation process. For assistance with any portion of the SQR submittal process, contact Dun &Bradstreet at 800-424-2495. 5. ADDITIONAL INFORMATION OR CLARIFICATION. After proposal submittal, the City reserves the right to require additional information from Proposers (or Proposer team members or sub-consultants) to determine: qualifications (including, but not limited to, litigation history, regulatory action, or additional references); and financial capability (including, but not limited to, annual reviewed/audited financial statements with the auditors notes for each of their last two complete fiscal years). RFQ 2018-097-KB 13 MIAMI BEACH SECTION 0400 STATEMENTS OF QUALIFICATIONS EVALUATION 1. Evaluation Committee. An Evaluation Committee, appointed by the City Manager, shall meet to evaluate each Statement of Qualifications in accordance with the requirements set forth in the solicitation. If further information is desired, Proposals may be requested to make additional written submissions of a clarifying nature or oral presentations to the Evaluation Committee. The evaluation of Statement of Qualifications will proceed in a two-step process as noted below. It is important to note that the Evaluation Committee will score the qualitative portions of the Statement of Qualifications only. The Evaluation Committee does not make an award recommendation to the City Manager. The results of Step 1 & Step 2 Evaluations will be forwarded to the City Manager who will utilize the results to make a recommendation to the City Commission. In the event that only one responsive proposal is received, the City Manager, after determination that the sole responsive proposal materially meets the.requirements of the RFP, may, without an evaluation committee, recommend to the City Commission that the Administration enter into negotiations. The City, in its discretion, may utilize technical or other advisers to assist the evaluation committee in the evaluation of proposals. 2. Step 1 Evaluation. The first step will consist of the qualitative criteria listed below to be considered by the Evaluation Committee. The second step will consist of quantitative criteria established below to be added to the Evaluation Committee results by the Department of Procurement Management. An Evaluation Committee, appointed by the City Manager, shall meet to evaluate each Statement of Qualifications in accordance with the qualifications criteria established below for Step 1, Qualitative Criteria. In doing so, the Evaluation Committee may review and score all proposals received,with or without conducting interview sessions. Step 1-Qualitative Criteria Maximum Points Proposer Experience and Qualifications • 70 Approach and Methodology • 30 TOTAL AVAILABLE STEP 1 POINTS 100 3. Step 2 Evaluation. Following the results of Step 1 Evaluation of qualitative criteria, the Proposer may receive additional quantitative criteria points to be added by the Procurement Department to those points earned in Step 1, as follows. Step 2-Quantitative Criteria Maximum Points Veterans Preference 5 Prime Proposer Volume of Work (0-5 Points). Points awarded to the proposer for volume of work awarded by the City in the last three(3)years in accordance with the following table: Less than$250,000 5 5 $250,000.01—$2,000,000 3 Greater than$2,000,000 0 • TOTAL AVAILABLE STEP 2 POINTS 10 RFQ 2018-097-KB 14 MIAMI BEACH 4. Determination of Final Ranking. At the conclusion of the Evaluation Committee Step 1 scoring, Step 2 Points will be added to each evaluation committee member's scores by the Department of Procurement Management. Step 1 and 2 scores will be converted to rankings in accordance with the example below: Proposer Proposer Proposer A B C Ste. 1 Points 82 76 80 Committee.. Ste.2 Points 22 15 12 Member 1 Total 104 91 92 Rank - 1 3 2 Ste. 1 Points 79 85 72 Committee; Ste. 2 Points 22 15 12 Member 2 Total 101 100 84 Rank . 1 2 3 Ste. 1 Points 80 74 66 • Committee Ste. 2 Points 22 15 12 Member 2 Total 102 89 78 Rank 1 2 3 Low Aggregate Score 3 7 8 Final Ranking* 1 2 3 * Final Ranking is presented to the City Manager for further due diligence and recommendation to the City Commission. Final Ranking does not constitute an award recommendation until such time as the City Manager has made his recommendation to the City Commission, which may different than final ranking results. RFQ 2018-097-KB 15 APPENDIX A M Ami B EAc H Response Certification , Questionnaire & • Requirements• Affi vit da 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED BASIS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 � RFQ 2018-097-KB .�.�... ., ...�._,w,�..�., �. 16 MIAMI BEACH Solicitation No: Solicitation Title: 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS Procurement Contact: Tel: Email: KRISTY BADA 305-673-7490 KRISTYBADA@MIAMIBEACHFL.GOV STATEMENTS OF QUALIFICATIONS CERTIFICATION, QUESTIONNAIRE & REQUIREMENTS AFFIDAVIT • Purpose: The purpose of this Response Certification, Questionnaire and Requirements Affidavit Form is to inform prospective Proposals of certain solicitation and contractual requirements, and to collect necessary information from Proposals in order that certain portions of responsiveness, responsibility and other determining factors and compliance with requirements may be evaluated. This Statement of Qualifications Certification, Questionnaire and Requirements Affidavit Form is a REQUIRED FORM that must be submitted fully completed and executed. 1. General Proposer Information. FIRM NAME: NO.OF YEARS IN BUSINESS: NO.OF YEARS IN BUSINESS LOCALLY: NO.OF EMPLOYEES: OTHER NAME(S)PROPOSER HAS OPERATED UNDER IN THE LAST 10 YEARS: FIRM PRIMARY ADDRESS(HEADQUARTERS): CITY: STATE: ZIP CODE: TELEPHONE NO.: TOLL FREE NO.: FAX NO.: FIRM LOCAL ADDRESS: CITY: STATE: ZIP CODE: PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT: ACCOUNT REP TELEPHONE NO.: ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL: FEDERAL TAX IDENTIFICATION NO.: The City reserves the right to seek additional information from proposer or other source(s),including but not limited to:any firm or principal information, applicable licensure, resumes of relevant individuals, client information, financial information, or any information the City deems necessary to evaluate the capacity of the proposer to perform in accordance with contract requirements. RFQ 2018-097-KB 17 MIAMI BEACH 1. Veteran Owned Business.Is Pro oser claiming a veteran owned business status? YES NO SUBMITTAL REQUIREMENT: Proposers claiming veteran owned business status shall submit a documentation proving that firm is certified as a veteran-owned business or a service-disabled veteran owned business by the State of Florida or United States federal government,as required pursuant to ordinance 2011-3748. 2. Conflict Of Interest. All Proposers must disclose, in their Proposal, the name(s) of any officer, director, agent, or immediate family member(spouse, parent, sibling, and child)who is also an employee of the City of Miami Beach. Further, all Proposers must disclose the name of any City employee who owns,either directly or indirectly,an interest of ten(10%)percent or more in • the Proposer entity or any of its affiliates. SUBMITTAL REQUIREMENT: Proposers must disclose the name(s)of any officer,director,agent,or immediate family member (spouse,parent,sibling,and child)who is also an employee of the City of Miami Beach. Proposers must also disclose the name of any City employee who owns,either directly or indirectly,an interest of ten(10%)percent or more in the Proposer entity or any of its affiliates 3. References & Past Performance. Proposer shall submit at least three (3) references for whom the Proposer has completed work similar in size and nature as the work referenced in solicitation. SUBMITTAL REQUIREMENT: For each reference submitted, the following information is required: 1) Firm Name, 2) Contact Individual Name&Title,3)Address,4)Telephone,5)Contact's Email and 6)Narrative on Scope of Services Provided. 4. Suspension, Debarment or Contract Cancellation. Has Proposer ever been debarred, suspended or other legal violation, or had a contract cancelled due to non-performance b an public sector agency? YES NO SUBMITTAL REQUIREMENT: If answer to above is"YES,"Proposer shall submit a statement detailing the reasons that led to action(s). 5. • Vendor Campaign Contributions. Proposers are expected to be or become familiar with,the City's Campaign Finance Reform laws, as codified in Sections 2-487 through 2-490 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with, and shall be subject to any and all sanctions,as prescribed therein,including disqualification of their Proposals,in the event of such non-compliance. SUBMITTAL REQUIREMENT: Submit the names of all individuals or entities(including your sub-consultants)with a controlling financial interest as defined in solicitation. For each individual or entity with a controlling financial interest indicate whether or not each individual or entity has contributed to the campaign either directly or indirectly,of a candidate who has been elected to the office of Mayor or City Commissioner for the City of Miami Beach. 6. Code of Business Ethics. Pursuant to City Resolution No.2000-23879,each person or entity that seeks to do business with the City shall adopt a Code of Business Ethics("Code")and submit that Code to the Department of Procurement Management with its proposal/response or within five (5) days upon receipt of request. The Code shall, at a minimum, require the Proposer, to comply with all applicable governmental rules and regulations including, among others, the conflict of interest, lobbying and ethics provision of the City of Miami Beach and Miami Dade County. SUBMITTAL REQUIREMENT: Proposer shall submit firm's Code of Business Ethics. In lieu of submitting Code of Business Ethics, Proposer may submit a statement indicating that it will adopt,as required in the ordinance,the City of Miami Beach Code of Ethics,available at http://www.miamibeachfl.gov/city-hall/procurement/ RFQ 2018-097-KB 18 MIAMI BEACH 7. Living Wage.Pursuant to Section 2-408 of the City of Miami Beach Code,as same may be amended from time to time,covered employees shall be paid the required living wage rates listed below: 1. Effective January 1, 2018, covered employees must be paid a living wage rate of no less than $11.62 per hour with health care benefits of at least$2.26 per hour,or a living wage rate of no less than$13.88 per hour without health care benefits. 2. Effective January 1, 2019, covered employees must be paid a living wage rate of no less than $11.70 per hour with health care benefits of at least$2.74 per hour,or a living wage rate of no less than$14.44 per hour without health care benefits. 3. Effective January 1, 2020, covered employees must be paid a living wage rate of no less than $11.78 per hour with health care benefits of at least$3.22 per hour,or a living wage rate of no less than$15.00 per hour without health care benefits. The living wage rate and health care benefits rate may, by Resolution of the City Commission be indexed annually for inflation using the Consumer Price Index for all Urban Consumers (CPI-U) Miami/Ft. Lauderdale, issued by the U.S. Department of Labor's Bureau of Labor Statistics. Notwithstanding the preceding, no annual index shall exceed three percent(3%). The City may also,by resolution,elect not to index the living wage rate in any particular year,if it determines it would not be fiscally sound to implement same(in a particular year). Proposers'failure to comply with this provision shall be deemed a material breach under this proposal,under which the City may, at its sole option, immediately deem said Proposer as non-responsive,and may further subject Proposer to additional penalties and fines,as provided in the City's Living Wage Ordinance,as amended. Further information on the Living Wage requirement is available at http://www.miamibeachfl.gov/city-hall/procurement/procurement-related-ordinance-and-procedures/ SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees to the living wage requirement. Any payroll request made by the City during the contract term shall be completed electronically via the City's electronic compliance portal,LCP Tracker(LCPTracker.net). 8. Equal Benefits for Employees with Spouses and Employees with Domestic Partners. When awarding competitively solicited contracts valued at over$100,000 whose contractors maintain 51 or more full time employees on their payrolls during 20 or more calendar work weeks, the Equal Benefits for Domestic Partners Ordinance 2005-3494 requires certain contractors doing business with the City of Miami Beach,who are awarded a contract pursuant to competitive proposals,to provide"Equal Benefits"to their employees with domestic partners,as they provide to employees with spouses. The Ordinance applies to all employees of a Contractor who work within the City limits of the City of Miami Beach, Florida; and the Contractor's employees located in the United States,but outside of the City of Miami Beach limits,who are directly performing work on the contract within the City of Miami Beach. A. Does your company provide or offer access to any benefits to employees with spouses or to spouses of employees? YES NO B. Does your company provide or offer access to any benefits to employees with(same or opposite sex)domestic partners*or to domestic partners of employees? YES NO C. Please check all benefits that apply to your answers above and list in the "other" section any additional benefits not already specified.Note:some benefits are provided to employees because they have a spouse or domestic partner,such as bereavement leave;other benefits are provided directly to the spouse or domestic partner,such as medical insurance. BENEFIT Firm Provides for Firm Provides for Firm does not Employees with Employees with Provide Benefit Spouses Domestic Partners Health Sick Leave • • Family Medical Leave Bereavement Leave If Proposer cannot offer a benefit to domestic partners because of reasons outside your control, (e.g., there are no insurance providers in your area willing to offer domestic partner coverage)you may be eligible for Reasonable Measures compliance.To comply on this basis, you must agree to pay a cash equivalent and submit a completed Reasonable Measures Application (attached)with all necessary documentation. Your Reasonable Measures Application will be reviewed for consideration by the City Manager, or his designee.Approval is not guaranteed and the City Manager's decision is final. Further information on the Equal Benefits requirement is available at http:/lwww.miamibeachfl.gov/city-hall/urocurement/procurement-related-ordinance- and-procedures/ RFQ 2018-097-KB 19 MIAMI BEACH 9. Public Entity Crimes.Section 287.133(2)(a),Florida Statutes,as currently enacted or as amended from time to time,states that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a proposal,proposal,or reply on a contract to provide any goods or services to a public entity;may not submit a proposal, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit proposals, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor,supplier,subcontractor,or consultant under a contract with any public entity;and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees with the requirements of Section 287.133, Florida Statutes,and certifies it has not been placed on convicted vendor list. 10. Non-Discrimination. Pursuant to City Ordinance No.2016-3990, the City shall not enter into a contract with a business unless the business represents that it does not and will not engage in a boycott as defined in Section 2-375(a) of the City Code, including the blacklisting,divesting from,or otherwise refusing to deal with a person or entity when such action is based on race, color,national origin,religion,sex,intersexuality,gender identity,sexual orientation,marital or familial status,age or disability. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees it is and shall remain in full compliance with Section 2-375 of the City of Miami Beach City Code. 11. Moratorium on Travel to and the Purchase of Goods or Services from North Carolina and Mississippi. Pursuant to Resolution 2016-29375, the City of Miami Beach, Florida, prohibits official City travel to the states of North Carolina and Mississippi, as well as the purchase of goods or services sourced in North Carolina and Mississippi. Proposer shall agree that no travel shall occur on behalf of the City to North Carolina or Mississippi,nor shall any product or services it provides to the City be sourced from these states. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees it is and shall remain in full compliance with Resolution 2016-29375. 12. Fair Chance Requirement.Pursuant to Section 2-376 of the City Code,the City shall not enter into any contract resulting from a competitive solicitation, unless the proposer certifiesin writing that the business has adopted and employs written policies, practices,and standards that are consistent with the City's Fair Chance Ordinance,set forth in Article V of Chapter 62 of the City Code ("Fair Chance Ordinance"), and which, among other things, (i) prohibits City contractors, as an employer, from inquiring about an applicant's criminal history until the applicant is given a conditional offer of employment; (ii) prohibits advertising of employment positions with a statement that an individual with a criminal record:may not apply for the position, and(iii) prohibits placing a statement on an employment application that a person with a criminal record may not apply for the position. SUBMITTAL REQUIREMENT: No additional submittal is required at this time. By virtue of executing this affidavit, Proposer certifies that it has adopted policies,practices and standards consistent with the City's Fair Chance Ordinance. Proposer agrees to provide the City with supporting documentation evidencing its compliance upon request. Proposer further agrees that any breach of the representations made herein shall constitute a material breach of contract, and shall entitle the City to the immediate termination for cause of the agreement,in addition to any damages that may be available at law and in equity. 13. Acknowledgement of Addendum. After issuance of solicitation,the City may release one or more addendum to the solicitation which may provide additional information to Proposers or alter solicitation requirements. The City will strive to reach every Proposer having received solicitation through the City's e-procurement system, PublicPurchase.com. However, Proposers are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation.This Acknowledgement of Addendum section certifies that the Proposer has received all addendum released by the City pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualification. Initial to Confirm Initial to Confirm Initial to Confirm Receipt Receipt Receipt Addendum 1 Addendum 6 Addendum 11 Addendum 2 Addendum 7 Addendum 12 Addendum 3 Addendum 8 Addendum 13 Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 If additional confirmation of addendum is required,submit under separate cover. RFQ 2018-097-KB 20 MIM11 BEACH DISCLOSURE AND DISCLAIMER SECTION The solicitation referenced herein is being furnished to the recipient by the City of Miami Beach(the"City")for the recipient's convenience. Any action taken by the City in response to Statement of Qualifications made pursuant to this solicitation, or in making any award, or in failing or refusing to make any award pursuant to such Statement of Qualifications,or in cancelling awards, or in withdrawing or cancelling this solicitation,either before or after issuance of an award,shall be without any liability or obligation on the part of the City. In its sole discretion,the City may withdraw the solicitation either before or after receiving Statement of Qualifications,may accept or reject Statement of Qualifications, and may accept Statement of Qualifications which deviates from the solicitation, as it deems appropriate and in its best interest. In its sole discretion, the City may determine the qualifications and acceptability of any party or parties submitting Statement of Qualifications in response to this solicitation. Following submission of Statement of Qualifications, the applicant agrees to deliver such further details, information and assurances, including financial and disclosure data, relating to the Statement of Qualifications and the applicant including, without limitation, the applicant's affiliates,officers,directors,shareholders,partners and employees,as requested by the City in its discretion. The information contained herein is provided solely for the convenience of prospective Proposals. It is the responsibility of the recipient to assure itself that information contained herein is accurate and complete.The City does not provide any assurances as to the accuracy of any information in this solicitation. Any reliance on these contents, or on any permitted communications with City officials, shall be at the recipient's own risk. Proposals should rely exclusively on their own investigations, interpretations, and analyses.The solicitation is being provided by the City without any warranty or representation,express or implied, as to its content,its accuracy,or its completeness. No warranty or representation is made by the City or its agents that any Statement of Qualifications conforming to these requirements will be selected for consideration, negotiation,or approval. The City shall have no obligation or liability witht respect to this solicitation,the selection and the award process,or whether any award will be made.Any recipient of this solicitation who responds hereto fully acknowledges all the provisions of this Disclosure and Disclaimer, is totally relying on this Disclosure and Disclaimer,and agrees to be bound by the terms hereof.Any Statement of Qualifications submitted to the City pursuant to this solicitation are submitted at the sole risk and responsibility of the party submitting such Statement of Qualifications. This solicitation is made subject to correction of errors,omissions,or withdrawal from the market without notice.Information is for guidance only,and does not constitute all or any part of an agreement. The City and all Proposals will be bound only as,if and when a Statement of Qualifications,as same may be modified,and the applicable definitive agreements pertaining thereto, are approved and executed by the parties, and then only pursuant to the terms of the definitive agreements executed among the parties.Any response to this solicitation may be accepted or rejected by the City for any reason,or for no reason,without any resultant liability to the City. The City is governed by the Government-in-the-Sunshine Law, and all Statement of Qualifications and supporting documents shall be subject to disclosure as required by such law.All Statement of Qualifications shall be submitted in sealed proposal form and shall remain confidential to the extent permitted by Florida Statutes, until the date and time selected for opening the responses. At that time, all documents received by the City shall become public records. Proposals are expected to make all disclosures and declarations as requested in this solicitation. By submission of a Statement of Qualifications,the Proposer acknowledges and agrees that the City has the right to make any inquiry or investigation it deems appropriate to substantiate or supplement information contained in the Statement of Qualifications,and authorizes the release to the City of any and all information sought in such inquiry or investigation.Each Proposer certifies that the information contained in the Statement of Qualifications is true,accurate and complete,to the best of its knowledge,information,and belief. Notwithstanding the foregoing or anything contained in the solicitation, all Proposals agree that in the event of a final unappealable judgment by a court of competent jurisdiction which imposes on the City any liability arising out of this solicitation,or any response thereto, or any action or inaction by the City with respect thereto, such liability shall be limited to $10,000.00 as agreed-upon and liquidated damages. The previous sentence, however, shall not be construed to circumvent any of the other provisions of this Disclosure and Disclaimer which imposes no liability on the City. In the event of any differences in language between this Disclosure and Disclaimer and the balance of the solicitation,it is understood that the provisions of this Disclosure and Disclaimer shall always.govern.The solicitation and any disputes arising from the solicitation shall be governed by and construed in accordance with the laws of the State of Florida. RFQ 2018-097-KB 21 MIAMI BEACH PROPOSER CERTIFICATION I hereby certify that: I, as an authorized agent of the Proposer , am submitting the following information as my firm's proposal; Proposer agrees to complete and unconditional acceptance of the terms and conditions of this document, inclusive of this solicitation, all attachments, exhibits and appendices and the contents of any Addenda released hereto, and the Disclosure and Disclaimer Statement; proposer agrees to be bound to any and all specifications, terms and conditions contained in the solicitation, and any released Addenda and understand that the following are requirements of this solicitation and failure to comply will result in disqualification of proposal submitted; Proposer has not divulged, discussed, or compared the proposal with other Proposals and has not colluded with any other proposer or party to any other proposal; proposer acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws; all responses, data and information contained in this proposal, inclusive of the Statement of Qualifications Certification,Questionnaire and Requirements Affidavit are true and accurate. Name of Proposer's Authorized Representative: Title of Proposer's Authorized Representative: Signature of Proposer's Authorized Representative: Date: State of FLORIDA ) On this_day of ,20_,personally appeared before me who County of ) stated that(s)he is the of , a corporation, and that the instrument was signed in behalf of the said corporation by authority of its board of directors and acknowledged said instrument to be its voluntary act and deed. Before me: Notary Public for the State of Florida My Commission Expires: RFQ 2018-097-KB 22 APPENDIX B M I AM I BEAC " No Bid " Form 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN. AS- NEEDED BASIS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 Note: It is important for those vendors who have received notification of this solicitation but have decided not to respond, to complete and submit the attached, "Statement of No Bid." The "Statement of No Bid" provides the City with information onhow to. improve the solicitation process. Failure to submit a° "Statement'of No Bird" may result in not being notified of future solicitations by the City. RFQ 2018-097-KB 23 MIAMI BEACH Statement of No Bid WE HAVE ELECTED NOT TO SUBMIT A STATEMENTS OF QUALIFICATIONS AT THIS TIME FOR REASON(S) CHECKED AND/OR INDICATED BELOW: Workload does not allow us to proposal _Insufficient time to respond Specifications unclear or too restrictive Unable to meet specifications _Unable to meet service requirements Unable to meet insurance requirements _Do not offer this product/service _OTHER. (Please specify) We do_do not_want to be retained on your mailing list for future proposals of this type product and/or service. Signature: Title: Legal Company Name: Note: Failure to respond, either by submitting a proposal or this completed form, may result in your company being removed from our vendors list. PLEASE RETURN TO: CITY OF MIAMI BEACH PROCUREMENT DEPARTMENT ATTN: KRISTY BADA STATEMENTS OF QUALIFICATIONS #2018-097-KB 1755 MERIDIAN AVENUE, 3rd FLOOR ' MIAMI BEACH, FL 33139 RFQ 2018-097-KB 24 APPENDIX C MIAMI BE AC H Minimum Requirements & 8_097-KB FOR CI 2018_097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED BASIS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFQ 2018-097-KB 25 MIAMI BEACH Cl. Minimum Eligibility Requirements. The Minimum Eligibility Requirements for this solicitation are listed below. Proposer shall submit, the required submittal(s) documenting compliance with each minimum requirement. Proposers that fail to include the required submittals with its proposal or fail to comply with minimum requirements shall be deemed non-responsive and shall not have its proposal considered. 1. Bidder (defined as the Firm) shall hold an asbestos business certification AND a geology business certification from the Florida Department of Business and Professional Regulation. C2.Statement of Work Required 2.1 Introduction/Background The City requires the services of consulting firms to perform citywide geotechnical and soil testing services for the Capital Improvement Program (CIP) and Public Works Departments. For five (5) years, the City has contracted with several consulting firms to provide these services. The current contract for these services expires on August 18, 2018. In order to consider a replacement contract, the City is seeking proposals from qualified firm(s) to perform citywide geotechnical and soil testing services. Geotechnical, soil testing and/or lab testing services are required for proper pre-planning of construction projects for the City. Many of the City's CIP and Public Works projects will require, during one time or another, a geotechnical, soils or lab testing report to validate either the City's Engineer's or any Architect's or Engineer of Records recommendations as to any site, building or any other project's unknown characteristics. Through the issuance of this RFQ the City will be able to adequately plan and incorporate geotechnical and soil testing services as part of the pre-construction preparatory work, which is a phase of every City construction project. In addition, the Geotechnical firm(s) would provide personnel that are qualified, trained and thoroughly familiar with the City's rules, policies, and procedures in inspection, sampling testing, and reporting various areas and stages of construction. The ability to have a list of Geotechnical firms to be contacted on an as needed basis would enable the City to utilize these services when the need arises. It is the intent of the City of Miami Beach to select several firms under this RFQ,which will be contacted on an as needed basis. This contract shall remain in effect for an initial term of five (5) years, with two (2) optional renewal years at the City's discretion. 2.2 Geotechnical Services • The Consultant shall provide all labor, materials, equipment, transportation, and other appurtenant work for performing subsurface explorations, obtaining representative samples, and performing all other geotechnical services. • The Consultant shall comply with all federal, state, and local rules and regulations with regard to permits, bonds, drilling, plugging, and all other applicable aspects of drilling. • The Consultant shall research and review all pertinent existing geologic and geotechnical data and information available from USGS, area development, and the company's own files. • The Consultant shall review the proposed project information and requested scope of work indicated as a minimum level of services desired relative to the anticipated subsurface conditions present. If localized subsurface conditions are expected to vary significantly, Consultant shall advise Owner of additional recommended services prior to commencing work. • The Consultant shall be responsible for contacting the appropriate agencies (state/city utility check) RFQ 2018-097-KBh4 ...._ _*,�... .,...M 26 MIAMI BEACH for determining locations of utilities in the vicinity of the actual boring locations. • Borings shall be backfilled to the original ground surface in accordance with all applicable local, state, and federal guidelines. • Consultant shall perform the standard penetration test (SPT) in accordance with ASTM Designation D 1586. • In soil that is predominantly cohesive (silty clays, sandy clays, and material with adhesive binder), Consultant shall use the thin-walled tube method for sampling in accordance with ASTM Designation D 1587. • Rock coring shall be performed in accordance with ASTM Designation D 2113. • Double-ring infiltration test shall be conducted in accordance with ASTM Designation D 5093. • Laboratory tests shall be assigned and performed by the Consultant to classify soils and obtain geotechnical physical characteristics such as strength, compressibility, swell potential, compaction characteristics, and chemical characteristics such as corrosiveness. Perform laboratory testing consistent in quantity and quality with local geotechnical engineering practice to provide the required design parameters and recommendations. The quantity of tests to be performed will be dependent upon the type of soil and/or rock encountered during drilling and sampling with additional consideration of the foundation types that may be required to support the proposed structures. • The Consultant shall prepare a geotechnical engineering report containing a discussion of the proposed construction, final boring logs, boring location plan, a description of the drilling and sampling program, a description of the geology and subsurface conditions encountered, groundwater conditions, laboratory test results, and foundation and earthwork recommendations and design parameters. The following is a list of major items that shall appear in the geotechnical engineering report: • Previous Construction Activity and Existing Fill (If present): A discussion of previous construction activity shall address any existing fills or subsurface openings, if encountered. Outline the engineering properties of any existing fills with regard to foundation design. • Subsurface Conditions: Subsurface conditions encountered at the site shall be discussed, based upon stratigraphic sequence observed and local geology. Figures shall be provided displaying soil borings and generalized cross sections. A general description of the engineering properties or parameters determined from the investigation and applied to design recommendations shall be provided. Prevailing groundwater elevations observed and those recommended for design shall be noted. • Site Preparation Recommendations: Provide grading and site preparation recommendations taking into consideration the conceptual grading plan for the site. • Compaction Requirements: The report shall contain detailed and specific criteria for acceptable embankment, fill, or backfill materials and address whether the available borrow material on site is suitable for general or structural fill. The report shall contain recommendations for material usage at the site with regard to placement and compaction requirements as well as any recommended treatment. Compaction criteria, including acceptable gradations, moisture control, compactive effort, and need for proofrolling shall be discussed, including criteria for both granular and cohesive fill, if applicable. Preparation of subgrades for fill and backfill placement shall be discussed. • Foundation Design: The geotechnical engineering report prepared by the Consultant will be used to size and structurally design stable foundations for the structures. To accomplish this task, the report shall contain recommendations in regard to the recommended foundation type for each structure, as RFQ 2018-097-KB 27 MIAMI BEACH loading and site conditions may require. The report shall provide net allowable bearing pressures for shallow spread footings and mats, at recommended bearing depths, considering the types of materials supporting the mats, and note whether any overstressing is allowed under short-term loading such as dynamic, wind, or seismic loading conditions. If over-excavation of unsuitable materials and backfill with structural backfill are required to improve the foundation soils to allow the use of shallow foundations, provide estimated vertical and horizontal extent of the over-excavation and structural backfill. Provide estimated total and differential settlement for foundations using the recommended bearing pressures. Provide an estimate of the time of settlement. Note factors of safety included or recommended. Provide recommendations for resistance to lateral loads, such as passive earth pressures and sliding friction for the base of foundations. Provide recommended groundwater level for determination of buoyancy and means to resist buoyant forces, if needed. Recommendations for deep foundations shall include diameter, depth, and any recommended installation requirements. Provide allowable design loading capacities for vertical downward loading, vertical upward loading, and horizontal loading, as appropriate to the site conditions. Provide design parameters for analysis of laterally loaded drilled piers as required for input into lateral pile capacity software.All factors of safety utilized in developing the allowable load capacities shall be outlined in detail. • Slope Stability and Excavations: The report shall address the recommended inclination of both temporary excavation and permanent slopes. • Excavation Requirements: If necessary, a section of the report shall address the excavatibility of the soils and rock which may be exposed during foundation excavation and site grading. The effort and type of equipment utilized to perform excavations is dependent upon the size and depth of the excavation. Thus, the discussion shall be in regard to area-type excavations and confined excavations, such as utility trenches. • Dewaterinq: Conditions present at the site requiring groundwater control, dewatering, or surface drainage during excavation for mats, footings, and other construction shall be discussed. Anticipated types of dewatering shall be described. Special consideration to exposed sub-soils within the bottom of excavations during construction shall be addressed. • Corrosion Potential and Chemical Attack to Concrete: An evaluation of representative subsurface materials shall be performed to provide laboratory test results for chemical constituents, specifically pH, chloride ion, soluble sulfates, and sulfides as well as electrical resistivity. These parameters are required to evaluate the potential for corrosion to underground piping and grounding, and selection of cement type to resist potential sulfate attack. • Pavements and Roadway: Provide typical pavement thickness suggestions in accordance with Miami Dade County and FDOT specifications. Any other items of consideration as deemed necessary by the geotechnical company. The geotechnical engineering report shall be prepared by or under the direction of a Registered Professional Engineer registered under the regulatory laws of the State of Florida. RFQ 2018-097-KB 28 MIAMI BEACH 2.3 Roadway Reports Roadway reports shall include, but not be limited to: • Copies of SCS and USGS maps with project limits. • A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials) and construction recommendations relative to the current Standard Indices. • Estimated seasonal high and/or low groundwater levels, and review with respect to proposed pavement grades. • Recommend type of geosynthetic for various applications. • The Design LBR results from 90% and mean methods. • Permeability/infiltration parameters for water retention areas/exfiltration trenches/swales. • A description of the site and subsoil conditions, design recommendations and a discussion of any special considerations (i.e., removal of unsuitable material, recompression of weak soils, estimated settlement time/amount; groundwater control etc.). • An appendix which contains stratified soil boring profiles, laboratory test data sheets, Design LBR calculations/graphs, and any other pertinent information. In addition to the roadway report, the Consultant will also provide stratified boring profiles to the Designer and review the entire set of plans for completeness before each submittal as requested by the Department. The Consultant shall assist the Designer with detailing limits on the cross-sections of subsoil excavation. Up to four draft roadway reports shall be submitted to the District Geotechnical Engineer for each review prior to incorporation of the Consultant's recommendations in the project design. 2.4 Permits The consultant is responsible for obtaining and maintaining all required City of Miami Beach and any Miami Dade County Public Works permits, including but not limited to, MOT, excavations, etc. Additionally, if required, the consultant shall be responsible for all special events permits from the City of Miami Beach and Miami Dade County Police Departments. 2.5 Additional Services Other geotechnical services to perform geotechnical investigation and/or construction material testing at other:locations to be determined at a later date, may be required beyond the scope of this work. Compensation for such additional services shall be negotiated based on hourly rates contained in the Agreement awarded under this RFQ. 2.6 Materials Testing, Inspection, and Reporting The Consultant shall provide the City of Miami Beach with personnel that are qualified, trained and thoroughly familiar with the City's rules, policies, and procedures in inspection, sampling testing, and reporting in the following areas: a RFQ 2018-097-KB 29 MIAMI BEACH • Bituminous Construction Materials • Sand, Coarse Aggregate, Limerock and Cemented Coquina Mine Inspection • Base, Sub-Grade and Embankment Materials • Pavement Parking Materials • Portland Cement Concrete • Precast Concrete Products • Pre-Stressed Concrete Products • Drilled Shaft Inspection • Laboratory Information Management System (LIMS) Data Entry • Pavement Coring Reporting (PCR) Data Entry • Consultant Contract Project Management • Construction Materials Investigations, Special Studies&Projects • Miscellaneous Construction Related Activities • Materials Inspection and Testing Related Maintenance Activities • Asphalt Concrete Inspection/Evaluation • SeismicNibration Monitoring/Reporting • Special Inspector Services The Consultant shall provide (when required)qualified and experienced technicians in the following: • Aggregate Field Testing • Concrete Field Technician Level I and II • Aggregate Laboratory Testing • Concrete Laboratory Technician • LBR Technician • Asphalt Paving • Asphalt Plant • CTCI-Concrete Transportation Construction Inspections • Pre-stress Inspector Technician • Drilled Shaft Inspector • Pile Driving Inspector 2.7 Laboratory Services The Consultant shall have a capable materials laboratory. The Consultant laboratory shall have a Quality Control Program that includes provisions for checking test equipment and lab personnel proficiency. The laboratory must keep up-to-date records of calibration checks. RFQ 2018-097-KB 30 MIAMI BEACH APPENDIX D MIAN\ I ULA *741- Special Conditions 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED BASIS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFQ 2018-097-KB 31 MIAMI BEACH 1. TERM OF CONTRACT. Five(5)years. 2. OPTIONS TO RENEW. Option to renew is at the discretion of the City for two(2)additional two(2) year periods. 3. PRICES. Not Applicable. 4. EXAMINATION OF FACILITIES. Not Applicable. 5. INDEMNIFICATION. Provider shall indemnify and hold harmless the City and its officers, employees, agents and instrumentalities from any and all liability, losses or damages, including attorneys' fees and costs of defense, which the City or its officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of, relating to or resulting from the performance of this Agreement by the Provider or its employees, agents, servants, partners principals or subcontractors. Provider shall pay all claims and losses in connection therewith and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the City, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorney's fees which may issue thereon. Provider expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by Provider shall in no way limit the responsibility to indemnify, keep and save harmless and defend the City or its officers, employees, agents and instrumentalities as herein provided. 6. PERFORMANCE BOND. Not Applicable. 7. REQUIRED CERTIFICATIONS. Not Applicable. 8. SHIPPING TERMS. Not Applicable. 9. DELIVERY REQUIREMENTS. Not Applicable. 10.WARRANTY REQUIREMENTS. Not Applicable. 11. BACKGROUND CHECKS. Not Applicable. 12. COMPETITIVE SPECIFICATIONS. It is the goal of the City to maximize competition for the project among suppliers& contractors. Consultant shall endeavor to prepare all documents, plans & specifications that are in accordance with this goal. Under no condition shall Consultant include means & methods or product specifications that are considered "sole source"or restricted without prior written approval of the City. 13. ADDITIONAL TERMS OR CONDITIONS. This RFQ, including the attached Sample Contract, contains all the terms and conditions applicable to any service being provided to the City resulting from award of contract. By virtue of submitting a proposal, consultant agrees not to require additional terms and conditions at the time services are requested, either through a separate agreement,work order, letter of engagement or purchase order. 14. CHANGE OF PROJECT MANAGER. A change in the Consultant's project manager (as well as any replacement) shall be subject to the prior written approval of the City Manager or his designee (who in this case shall be an Assistant City Manager). Replacement (including reassignment) of an approved project manager or public information officer shall not be made without submitting a resume for the replacement staff person and receiving prior written approval of the City Manager or his designee (i.e.the City project manager). 15. SUB-CONSULTANTS. The Consultant shall not retain, add, or replace any sub-consultant without the prior written approval of the City Manager, in response to a written request from the Consultant stating the reasons for any proposed RFQ 2018-097-KB 32 MIAMI BEACH substitution. Any approval of a sub-consultant by the City Manager shall not in any way shift the responsibility for the quality and acceptability by the City of the services performed by the sub-consultant from the Consultant to the City. The quality of services and acceptability to the City of the services performed by sub-consultants shall be the sole responsibility of Consultant. 16. NEGOTIATIONS. Upon approval of selection by the City Commission, negotiations between the City and the selected Proposer (s) will take place to arrive at a mutually acceptable Agreement, including final scope of services, deliverables and cost of services. Remainder of Page Intentionally Left Blank RFQ 2018-097-KB 33 APPENDIX E MIAiv1BL " Insurance Requirements 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED BASIS PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 RFQ 2018-097-KB 34 MIAMIBEACH INSURANCE REQUIREMENTS This document sets forth the minimum levels of insurance that the contractor is required to maintain throughout the term of the contract and any renewal periods. XXX 1. Workers' Compensation and Employer's Liability per the Statutory limits of the state of Florida. XXX 2. Comprehensive General Liability (occurrence form), limits of liability $ 1,000,000.00 per occurrence for bodily injury property damage to include Premises/ Operations; Products, Completed Operations and Contractual Liability. Contractual Liability and Contractual Indemnity (Hold harmless endorsement exactly as written in "insurance requirements"of specifications). XXX 3. Automobile Liability-$1,000,000 each occurrence-owned/non-owned/hired automobiles included. 4. Excess Liability-$ .00 per occurrence to follow the primary coverages. XXX 5. The City must be named as and additional insured on the liability policies; and it must be stated on the certificate. 6. Other Insurance as indicated: Builders Risk completed value $ .00 Liquor Liability $ .00 _Fire Legal Liability $ .00 Protection and Indemnity $ .00 _Employee Dishonesty Bond $ .00 Other $ .00 XXX 7. Thirty(30) days written cancellation notice required. XXX 8. Best's guide rating B+:VI or better, latest edition. XXX 9. The certificate must state the proposal number and title The City of Miami Beach is self-insured. Any and all claim payments made from self-insurance are subject to the limits and provisions of Florida Statute 768.28, the Florida Constitution, and any other applicable Statutes. RFQ 2018-097-KB 35 ATTACHMENT C CONSULTANT'S RESPONSE TO THE RFQ 51 Detail by FEI/EIN Number Page 1 of 3 Honda Department of State DIVISION OF CORPORATIONS t� Dlvi:�ID,(UJ ;/l/J .org r'J� pc)pj.l• rf�� I an official Stutr of Florida wrbsitr Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail by FEI/EIN Number Florida Profit Corporation NUTTING ENGINEERS OF FLORIDA INC Filing Information Document Number 313874 FEI/EIN Number 59-1159182 Date Filed 02/16/1967 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 08/07/1992 Event Effective Date NONE Principal Address 1310 NEPTUNE DRIVE BOYNTON BEACH, FL 33426 Changed: 03/13/1989 Mailing Address 1310 NEPTUNE DRIVE BOYNTON BEACH, FL 33426 Changed: 03/13/1989 Registered Agent Name&Address IOSSI, RICHARD G 1310 NEPTUNE DRIVE BOYNTON BEACH, FL 33426 Name Changed: 05/17/2000 Address Changed: 05/17/2000 Officer/Director Detail Name&Address Title P IOSSI, RICHARD G 1310 NEPTUNE DR. BOYNTON BEACH, FL http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inq... 1/29/2019 Detail by FEI/EIN Number Page 2 of Title V WOHLFARTH, RICHARD C 1310 NEPTUNE DRIVE BOYNTON BEACH, FL Title ST BUTLER, ELIZABETH L 1310 NEPTUNE DR. BOYNTON BEACH, FL Annual Reports Report Year Filed Date 2018 01/15/2018 2019 01/07/2019 2019 01/09/2019 Document Images 01/09/2019--AMENDED ANNUAL REPORT View image in PDF formal 01/07/2019—ANNUAL REPORT View image in PDF format 01/15/2018--ANNUAL REPORT View image in PDF format 01/06/2017--ANNUAL REPORT View image in PDF format 01/22/2016—ANNUAL REPORT View image in PDF format 02/02/2015--ANNUAL REPORT View image in PDF format 01/09/2014--ANNUAL REPORT View image in PDF format 01/08/2013—ANNUAL REPORT View image in PDF format 01/31/2012--ANNUAL REPORT View image in PDF format 01/04/2011--ANNUAL REPORT View image in PDF format 02/01/2010--ANNUAL REPORT View image in PDF format 01/09/2009--ANNUAL REPORT View image in PDF format 01/24/2008--ANNUAL REPORT View image in PDF format 02/01/2007--ANNUAL REPORT View image in PDF format 01/17/2006--ANNUAL REPORT View image in PDF format 03/15/2005--ANNUAL REPORT View image in PDF format 03/05/2004--ANNUAL REPORT View image in PDF format 01/09/2003--ANNUAL REPORT View image in PDF format 04/09/2002--ANNUAL REPORT View image in PDF format 08/01/2001--ANNUAL REPORT r View image in PDF format 04/28/2001--ANNUAL REPORT View image in PDF format 05/17/2000--ANNUAL REPORT View image in PDF format 03/30/1999--ANNUAL REPORT View image in PDF format 04/27/1998--ANNUAL REPQRT View image in PDF format 04/21/1997--ANNUAL REPORT View image in PDF format 04/23/1996--ANNUAL REPORT View image in PDF format 01/24/1995--ANNUAL REPORT View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inq... 1/29/2019 Detail by FEI/EIN Number Page 3 of 3 Flonda Department of State,Division of Corporations http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inq... 1/29/2019 Original • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,fir._ ,. t^ CITY OF MIAMI BEACH a°+ CITY WIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS 7 a RFQ #2018-097-KB J 1. July 30, 2018 @ 3:00 PM City of Miami Beach h .a Procurement Department • 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 We don't just meet your RFQ minimum criteria (and expectations). } We exceed them, i; *Extensive elevant History In Miami-Dade County* *Safety First Company Culture* *CMEC Accredited Laboratory and Miami-Dade County SBE* *Locally Owned and Operated* 4 ,.,�,oy Nutting 4 � kjenyER$ARy Engineers 2(a1 7 of Florida.Inc. I Established 1967 Your Project is Our Commitment 2051 NW 112th Avenue, Suite #126, Miami, Florida 33172 Phone: 305-824-0060 Fax: 305-824-8827 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • "I have worked with Nutting for over ten years, and I have always been pleased with their work...technically proficient and industrious. Nutting's management team is responsive and proactive. " Barbara Sullivan, PG, ARCADIS Table of Contents Cover Table of Contents, Page 1 Tab 1 Cover Letter and Minimum Qualifications Requirements Cover Letter, Page 2 Statement of Qualifications Certification, Page 3 Questionnaire, Page 4 Affidavit, Page 9 References, Page 10 Tab 2 Experience and Qualifications Summary of Services, Page 12 Relevant Experience, Page 16 Corporate Licenses, Page 39 Organizational Chart, Page 40 Key Personal/Resumes, 41 - Richard Wohlfarth, PE, BN, Page 41 - James J. Flaig, PE, BN, Page 44 - Richard lossi, PE, Page 46 - Stephen Mrachek, PE, Page 48 - Scott Ersland, Page 49 - Don Tyson, Page 51 - Pavel Cruz, Page 53 - Javier Bautista, Page 56 - Jorge Bosch, Page 59 - James Harper, BN, Page 61 - Richard Areyzaga, Jr., BN, Page 63 Individual Licenses, Page 64 Tab 3 Approach and Methodology Approach to Scope of Work, Methodology, Page 68 QA/QC, Project Approach, Deliverables, Page 73 Nutting E Engineers 1 of Florida Inc.I Established 1967 Your Project is Our Commitment Geotechnical&Construction Materials Engineering,Testing,& Inspection NuttingEnvironmental Services E Engineers Offices throughout the state of Florida ,r! of Florida Inc. Established 1967 www.nuttingengineers.com info@nuttingengineers.com Your Project is Our Commitment July 27, 2018 Palm Beach County SBE Miami Dade County SBE A/E City of Miami Beach SFWMD SBE 1755 Meridian Avenue, 3rd Floor Broward College SDB Miami Beach, Florida 33139 Re: RFQ 2018-097-KB for Citywide Geotechnical and Laboratory Testing Services on an As- Needed Basis Dear Members of the Selection Committee, On behalf of the Nutting Engineers of Florida, Inc. team, thank you for the opportunity to present our qualifications to the City of Miami Beach. Public and private sector long-standing partnerships account for 75% of our business (ie, repeat business). This accomplishment would not be possible without our team having a true understanding and commitment to project needs, budgets and timelines. Lead by a strong leadership team, Nutting is proud to be celebrating 50+ years in the local construction community. WHAT DOES NUTTING OFFER TO YOU? Proven track record within the City as a previous contract holder supported by an extensive portfolio of relevant projects A complete understanding of the contract scope,your needs and expectations Local, in-house capabilities and company owned equipment Professional, knowledgeable personnel PROJECT SUCCESS. IN CLOSING, NUTTING OFFERS TO YOU: Local presence, cross-trained multi-licensed personnel, a multi-licensed laboratory, a fleet of company owned equipment, an abundance of relevant experience in local conditions, regulations and building standards, local owners with 20+ year history with Nutting and in the industry and a promise to provide PROJECT SUCCESS through the most cost-effective, comprehensive and professional services and solutions possible. Respectfully submitted, NUTTING ENGINEERS OF FLORIDA, INC. Kristina Berryman (Primary RFQ Contact) Richard Wohlfarth, PE, BN Business Development Manager Principal-in-Charge KristinaB@nutting.biz RickW@nutting.biz 2051 NW 112th AVENUE-STE. 126• MIAMI,FLORIDA 331722 • 305-824-0060• FAX 305-824-8827 St. Lucie 772-408-1050 • Broward 954-941-8700 • Palm Beach 561-736-4900aaysksnRY I9�-xou MIAMI BEACH Solicitation No: Solicitation Title: 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS Procurement Contact Tel: Email: KRISTY BADA 305-673-7490 KRISTYBADA@MIAMIBEACHFL.GOV STATEMENTS OF QUALIFICATIONS CERTIFICATION, QUESTIONNAIRE &REQUIREMENTS AFFIDAVIT Purpose: The purpose of this Response Certification, Questionnaire and Requirements Affidavit Form is to inform prospective Proposals of certain solicitation and contractual requirements, and to collect necessary information from Proposals in order that certain portions of responsiveness, responsibility and other determining factors and compliance with requirements may be evaluated. This Statement of Qualifications Certification, Questionnaire and Requirements Affidavit Form is a REQUIRED FORM that must be submitted fully completed and executed. 1. General Proposer Information. FIRM NAME: Nutting Engineers of Florida,Inc. NO.OF YEARS IN BUSINESS: 51 Years NO.OF YEARS IN BUSINESS LOCALLY: NO.OF EMPLOYEES: 51 Years 57 OTHER NAME(S)PROPOSER HAS OPERATED UNDER IN THE LAST 10 YEARS: N/A FIRM FIRM PRIMARY ADDRESS(HEADQUARTERS): 1310 Neptune Drive CITY: Boynton Beach STATE: ZIP CODE: Florida 33460 TELEPHONE NO.: 305-824-0060 TOLL FREE NO.: 1-877-688-8464 FAX NO.: 305-824-8827 FIRM LOCAL ADDRESS: 2051 NW 112 Avenue Suite 126 CITY: Miami STATE: ZIP CODE: Florida 33172 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT: Mr.Richard C.Wohlfarth,PE,Principal/Director of Engineering ACCOUNT REP TELEPHONE NO.: 305-824-0060 ACCOUNT REP TOLL FREE NO.: 1-877-688-8464 ACCOUNT REP EMAIL: Rickwt nuttina.biz FEDERAL TAX IDENTIFICATION NO.: 59-1159182 The City reserves the right to seek additional information from proposer or other source(s),including but not limited to:any firm or principal information, applicable licensure, resumes of relevant individuals, client information, financial information, or any information the City deems necessary to evaluate the capacity of the proposer to perform in accordance with contract requirements. RFQ 2018-097-KB 17 3 MIAMI BEACH 1. Veteran Owned Business.Is Pro oser daiming a veteran owned business status? YES x NO SUBMITTAL REQUIREMENT: Proposers claiming veteran owned business status shall submit a documentation proving that firm is certified as a veteran-owned business or a service-disabled veteran owned business by the State of Florida or United States federal government,as required pursuant to ordinance 2011-3748. 2. Conflict Of Interest.All Proposers must disclose, in their Proposal, the name(s)of any officer, director, agent, or immediate family member(spouse,parent, sibling,and child)who is also an employee of the City of Miami Beach. Further,all Proposers must disclose the name of any City employee who owns,either directly or indirectly, an interest of ten(10%)percent or more in the Proposer entity or any of its affiliates. SUBMITTAL REQUIREMENT: Proposers must disclose the name(s)of any officer,director,agent,or immediate family member (spouse,parent,sibling,and child)who is also an employee of the City of Miami Beach. Proposers must also disclose the name of any City employee who owns,either directly or indirectly,an interest of ten(10%)percent or more in the Proposer entity or any of its affiliates 3. References& Past Performance. Proposer shall submit at least three(3) references for whom the Proposer has completed work similar in size and nature as the work referenced in solicitation. SUBMITTAL REQUIREMENT: For each reference submitted, the following information is required: 1) Firm Name, 2)Contact Individual Name&Title,3)Address,4)Telephone,5)Contact's Email and 6)Narrative on Scope of Services Provided. 4. Suspension, Debarment or Contract Cancellation. Has Proposer ever been debarred, suspended or other legal violation,or had a contract cancelled due to non-performance b an public sector agency? YES © NO SUBMITTAL REQUIREMENT: If answer to above is"YES,"Proposer shall submit a statement detailing the reasons that led to action(s). 5. Vendor Campaign Contributions.Proposers are expected to be or become familiar with,the City's Campaign Finance Reform laws, as codified in Sections 2-487 through 2-490 of the City Code. Proposers shall be solely responsible for ensuring that all applicable provisions of the City's Campaign Finance Reform laws are complied with, and shall be subject to any and all sanctions,as prescribed therein,including disqualification of their Proposals,in the event of such non-compliance. SUBMITTAL REQUIREMENT: Submit the names of all individuals or entities(including your sub-consultants)with a controlling financial interest as defined in solicitation.For each individual or entity with a controlling financial interest indicate whether or not each individual or entity has contributed to the campaign either directly or indirectly,of a candidate who has been elected to the office of Mayor or City Commissioner for the City of Miami Beach. 6. Code of Business Ethics.Pursuant to City Resolution No.2000-23879,each person or entity that seeks to do business with the City shall adopt a Code of Business Ethics("Code")and submit that Code to the Department of Procurement Management with its proposal/response or within five (5)days upon receipt of request. The Code shall,at a minimum, require the Proposer, to comply with all applicable governmental rules and regulations including, among others, the conflict of interest, lobbying and ethics provision of the City of Miami Beach and Miami Dade County. SUBMITTAL REQUIREMENT: Proposer shall submit firm's Code of Business Ethics. In lieu of submitting Code of Business Ethics, Proposer may submit a statement indicating that it will adopt,as required in the ordinance,the City of Miami Beach Code of Ethics,available at http://www.miamibeachfl.qov/city-hall/procurement/ RFQ 2018-097-KB 18 4 MIAMI BEACH 7. Living Wage.Pursuant to Section 2-408 of the City of Miami Beach Code,as same may be amended from time to time,covered employees shall be paid the required living wage rates listed below: 1. Effective January 1, 2018,covered employees must be paid a living wage rate of no less than$11.62 per hour with health care benefits of at least$2.26 per hour,or a living wage rate of no less than$13.88 per hour without health care benefits. 2. Effective January 1, 2019,covered employees must be paid a living wage rate of no less than$11.70 per hour with health care benefits of at least$2.74 per hour,or a living wage rate of no less than$14.44 per hour without health care benefits. 3. Effective January 1, 2020,covered employees must be paid a living wage rate of no less than $11.78 per hour with health care benefits of at least$3.22 per hour,or a living wage rate of no less than$15.00 per hour without health care benefits. The living wage rate and health care benefits rate may, by Resolution of the City Commission be indexed annually for inflation using the Consumer Price Index for all Urban Consumers (CPI-U) Miami/Ft. Lauderdale, issued by the U.S. Department of Labor's Bureau of Labor Statistics. Notwithstanding the preceding, no annual index shall exceed three percent(3%).The City may also,by resolution,elect not to index the living wage rate in any particular year,if it determines it would not be fiscally sound to implement same(in a particular year). Proposers'failure to comply with this provision shall be deemed a material breach under this proposal,under which the City may, at its sole option,immediately deem said Proposer as non-responsive,and may further subject Proposer to additional penalties and fines,as provided in the City's Living Wage Ordinance,as amended. Further information on the Living Wage requirement is available at http://www.miamibeachfl.gov/city-hall/procurement/procurement-related-ordinance-and-procedures/ SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees to the living wage requirement. Any payroll request made by the City during the contract term shall be completed electronically via the City's electronic compliance portal,LCP Tracker(LCPTracker.net). 8. Equal Benefits for Employees with Spouses and Employees with Domestic Partners. When awarding competitively solicited contracts valued at over$100,000 whose contractors maintain 51 or more full time employees on their payrolls during 20 or more calendar work weeks, the Equal Benefits for Domestic Partners Ordinance 2005-3494 requires certain contractors doing business with the City of Miami Beach,who are awarded a contract pursuant to competitive proposals,to provide"Equal Benefits"to their employees with domestic partners, as they provide to employees with spouses. The Ordinance applies to all employees of a Contractor who work within the City limits of the City of Miami Beach,Florida;and the Contractor's employees located in the United States,but outside of the City of Miami Beach limits,who are directly performing work on the contract within the City of Miami Beach. A. Does your company provide or offer access to any benefits to employees with spouses or to spouses of employees? x YES NO B. Does your company provide or offer access to any benefits to employees with(same or opposite sex)domestic partners"or to domestic partners of employees? x YES NO C. Please check all benefits that apply to your answers above and list in the"other" section any additional benefits not already specified.Note:some benefits are provided to employees because they have a spouse or domestic partner,such as bereavement leave;other benefits are provided directly to the spouse or domestic partner,such as medical insurance. BENEFIT Firm Provides for Firm Provides for Firm does not Employees with Employees with Provide Benefit Spouses Domestic Partners Health Yes Yes Sick Leave Yes Yes Family Medical Leave Yes Yes Bereavement Leave Yes Yes If Proposer cannot offer a benefit to domestic partners because of reasons outside your control, (e.g., there are no insurance providers in your area willing to offer domestic partner coverage)you may be eligible for Reasonable Measures compliance.To comply on this basis, you must agree to pay a cash equivalent and submit a completed Reasonable Measures Application (attached)with all necessary documentation. Your Reasonable Measures Application will be reviewed for consideration by the City Manager, or his designee.Approval is not guaranteed and the City Manager's decision is final. Further information on the Equal Benefits requirement is available at http:/lwww.miamibeachfl.qov/city-halllprocurement/procurement-related-ordinance- and-procedures/ RFQ 2018-097-KB 19 5 MIAMI BEACH 9. Public Entity Crimes.Section 287.133(2)(a),Florida Statutes,as currently enacted or as amended from time to time,states that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a proposal,proposal,or reply on a contract to provide any goods or services to a public entity;may not submit a proposal, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit proposals, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor,supplier,subcontractor,or consultant under a contract with any public entity;and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees with the requirements of Section 287.133,Florida Statutes,and certifies it has not been placed on convicted vendor list. 10. Non•Discrimination.Pursuant to City Ordinance No.2016-3990, the City shall not enter into a contract with a business unless the business represents that it does not and will not engage in a boycott as defined in Section 2-375(a) of the City Code, including the blacklisting,divesting from,or otherwise refusing to deal with a person or entity when such action is based on race, color,national origin,religion,sex,intersexuality,gender identity,sexual orientation,marital or familial status,age or disability. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees it is and shall remain in full compliance with Section 2-375 of the City of Miami Beach City Code. 11. Moratorium on Travel to and the Purchase of Goods or Services from North Carolina and Mississippi. Pursuant to Resolution 2016-29375, the City of Miami Beach, Florida, prohibits official City travel to the states of North Carolina and Mississippi,as well as the purchase of goods or services sourced in North Carolina and Mississippi. Proposer shall agree that no travel shall occur on behalf of the City to North Carolina or Mississippi,nor shall any product or services it provides to the City be sourced from these states. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees it is and shall remain in full compliance with Resolution 2016-29375. 12. Fair Chance Requirement.Pursuant to Section 2-376 of the City Code,the City shall not enter into any contract resulting from a competitive solicitation, unless the proposer certifies in writing that the business has adopted and employs written policies, practices,and standards that are consistent with the City's Fair Chance Ordinance,set forth in Article V of Chapter 62 of the City Code("Fair Chance Ordinance"), and which, among other things, (i) prohibits City contractors,as an employer, from inquiring about an applicant's criminal history until the applicant is given a conditional offer of employment; (ii) prohibits advertising of employment positions with a statement that an individual with a criminal record may not apply for the position,and(iii)prohibits placing a statement on an employment application that a person with a criminal record may not apply for the position. SUBMITTAL REQUIREMENT: No additional submittal is required at this time. By virtue of executing this affidavit, Proposer certifies that it has adopted policies,practices and standards consistent with the City's Fair Chance Ordinance. Proposer agrees to provide the City with supporting documentation evidencing its compliance upon request. Proposer further agrees that any breach of the representations made herein shall constitute a material breach of contract, and shall entitle the City to the immediate termination for cause of the agreement,in addition to any damages that may be available at law and in equity. 13. Acknowledgement of Addendum. After issuance of solicitation,the City may release one or more addendum to the solicitation which may provide additional information to Proposers or alter solicitation requirements. The City will strive to reach every Proposer having received solicitation through the City's e-procurement system, PublicPurchase.com. However, Proposers are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation.This Acknowledgement of Addendum section certifies that the Proposer has received all addendum released by the City pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualification. Initial to Confirm Initial to Confirm Initial to Confirm Rt iPt /i(' e1Pt Addendum 1 � Addendum 6 ,•i%7 Addendum 11 K �;� Addendum 2 Addendum 7 Addendum 12 � Addendum 3Addendum 8 Addendum 13 Addendum 4 f Addendum 5 ` Addendum 9 Addendum 14 Addendum 10 Addendum 15 If additional confirma n of addendum is required,submit under separate cover. RFQ 2018-097-KB 20 6 MIAMI BEACH DISCLOSURE AND DISCLAIMER SECTION The solicitation referenced herein is being furnished to the recipient by the City of Miami Beach (the"City")for the recipient's convenience. Any action taken by the City in response to Statement of Qualifications made pursuant to this solicitation,or in making any award,or in failing or refusing to make any award pursuant to such Statement of Qualifications,or in cancelling awards,or in withdrawing or cancelling this solicitation,either before or after issuance of an award,shall be without any liability or obligation on the part of the City. In its sole discretion,the City may withdraw the solicitation either before or after receiving Statement of Qualifications,may accept or reject Statement of Qualifications,and may accept Statement of Qualifications which deviates from the solicitation,as it deems appropriate and in its best interest. In its sole discretion, the City may determine the qualifications and acceptability of any party or parties submitting Statement of Qualifications in response to this solicitation. Following submission of Statement of Qualifications, the applicant agrees to deliver such further details, information and assurances, including financial and disclosure data, relating to the Statement of Qualifications and the applicant including, without limitation, the applicant's affiliates,officers,directors,shareholders,partners and employees,as requested by the City in its discretion. The information contained herein is provided solely for the convenience of prospective Proposals.It is the responsibility of the recipient to assure itself that information contained herein is accurate and complete.The City does not provide any assurances as to the accuracy of any information in this solicitation. Any reliance on these contents, or on any permitted communications with City officials, shall be at the recipient's own risk. Proposals should rely exdusively on their own investigations,interpretations,and analyses.The solicitation is being provided by the City without any warranty or representation,express or implied,as to its content,its accuracy,or its completeness.No warranty or representation is made by the City or its agents that any Statement of Qualifications conforming to these requirements will be selected for consideration, negotiation,or approval. The City shall have no obligation or liability with respect to this solicitation,the selection and the award process,or whether any award will be made.Any recipient of this solicitation who responds hereto fully acknowledges all the provisions of this Disclosure and Disclaimer, is totally relying on this Disclosure and Disclaimer,and agrees to be bound by the terms hereof.Any Statement of Qualifications submitted to the City pursuant to this solicitation are submitted at the sole risk and responsibility of the party submitting such Statement of Qualifications. This solicitation is made subject to correction of errors,omissions,or withdrawal from the market without notice.Information is for guidance only,and does not constitute all or any part of an agreement. The City and all Proposals will be bound only as,if and when a Statement of Qualifications,as same may be modified,and the applicable definitive agreements pertaining thereto,are approved and executed by the parties, and then only pursuant to the terms of the definitive agreements executed among the parties.Any response to this solicitation may be accepted or rejected by the City for any reason,or for no reason,without any resultant liability to the City. The City is governed by the Government-in-the-Sunshine Law, and all Statement of Qualifications and supporting documents shall be subject to disclosure as required by such law.All Statement of Qualifications shall be submitted in sealed proposal form and shall remain confidential to the extent permitted by Florida Statutes, until the date and time selected for opening the responses. At that time, all documents received by the City shall become public records. Proposals are expected to make all disclosures and declarations as requested in this solicitation. By submission of a Statement of Qualifications,the Proposer acknowledges and agrees that the City has the right to make any inquiry or investigation it deems appropriate to substantiate or supplement information contained in the Statement of Qualifications,and authorizes the release to the City of any and all information sought in such inquiry or investigation.Each Proposer certifies that the information contained in the Statement of Qualifications is true,accurate and complete,to the best of its knowledge,information,and belief. Notwithstanding the foregoing or anything contained in the solicitation, all Proposals agree that in the event of a final unappealable judgment by a court of competent jurisdiction which imposes on the City any liability arising out of this solicitation,or any response thereto, or any action or inaction by the City with respect thereto, such liability shall be limited to$10,000.00 as agreed-upon and liquidated damages. The previous sentence, however, shall not be construed to circumvent any of the other provisions of this Disclosure and Disclaimer which imposes no liability on the City. In the event of any differences in language between this Disclosure and Disclaimer and the balance of the solicitation,it is understood that the provisions of this Disclosure and Disclaimer shall always govern.The solicitation and any disputes arising from the solicitation shall be governed by and construed in accordance with the laws of the State of Florida. RFQ 2018-097-KB 21 7 MIAMI BEACH PROPOSER CERTIFICATION I hereby certify that: I, as an authorized agent of the Proposer , am submitting the following information as my firm's proposal; Proposer agrees to complete and unconditional acceptance of the terms and conditions of this document, inclusive of this solicitation,all attachments,exhibits and appendices and the contents of any Addenda released hereto,and the Disclosure and Disclaimer Statement; proposer agrees to be bound to any and all specifications, terms and conditions contained in the solicitation, and any released Addenda and understand that the following are requirements of this solicitation and failure to comply will result in disqualification of proposal submitted; Proposer has not divulged,discussed, or compared the proposal with other Proposals and has not colluded with any other proposer or party to any other proposal; proposer acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws; all responses, data and information contained in this proposal, inclusive of the Statement of Qualifications Certification,Questionnaire and Requirements Affidavit are true and accurate. Name of Proposer's Authorized Representative: Title of Proposer's Authorized Representative: Richard loPrincipal/President Sign .Cot Proposer.', : zed Representative: Date: r 4/ July 26,2018 State of FLORIDA ) On this 26 day of July ,201 4 personally ) appeared before me Richard lossi,PE who County of Palm Beach ) stated that(s)he is the Principal/President Of Nutting Engineers or Flonda.IN,a corporation, and that the instrument was signed in behalf of the said corporation by authority of its board of directors and acknowledged said instrument to be its voluntary act and deed. Before me: v .ht0r A rr,)y_A_�� Notary Public for ,0 St to of Florida My Commission Expires: ?�e7i TRACY L MEEKS =•r ;7, •t: MY COMMISSION t FF 160275 i. -•� : EXPIRES:November 21 20?,1 1. ..4,1i,60'' Bonded nw Nuary Place tM3enwr n; 1 RFQ 2018-097-KB 22 8 Section 1.2 Affidavit 1)Veteran Owned Business: N/A 2) Conflict of Interest: Nutting Engineers of Florida, Inc. does not have any relationships to disclose. 3) Reference and Past Performance: Please see attached 4) Suspension, Debarment or Contract Cancellation: N/A 5)Vendor Campaign Contributions: N/A 6) Code of Business Ethics: Nutting Engineers of Florida, Inc. does not have a Company Code of Ethics to submit. We have reviews and will adopt the City of Miami Beach Code of Ethics. Nutting 119Engineers 9 d Fonda Inc.;Established 1%7 Your Project is Our Commitment Section 1.2.3: References and Past Performance Projects Mr. Mario Lobato, Mr. Richard Ziel Miami Dade County-Water and Sewer Department 3071 S.W. 38th Avenue Miami, Florida 33146 p: 786.268.5308 /786.268.5422 e: mvlob01 a(�miamidade.gov; ZieR(a�miamidade.gov Projects: Various Water& Sewer Projects Nutting performed/performing the geotechnical exploration/engineering and/or our full scope of construction material testing for the Pump Station Improvement Program (PSIP) consisting of managing the upgrades to the MDWASD Wastewater Collection and Transmission System (WCTS)that includes sanitary sewer collection system, pump stations and force mains upgrades. Additional projects include the SDWWTP High Level Disinfection upgrades, Sludge Dewatering Facility expansion at SDWWTP, emergency installation of 64-inch water main, South Miami High Water Treatment Plant, Alexander Orr Underwater Treatment Plant, installation of 16-inch HDPE and 12-inch force main at Bear Cut Channel. Ms. Gloria Garzon, Project Manager Miami Dade College, Kendall Campus Building L, Facility Management Room 119-1 11011 SW 104th Street Miami, Florida 33176 p. 305.237. 0561/305.237.2740 e. ggarzon(c�mdc.edu Additional contacts: Ms. Judy Gonzalez p. 305.237.2740 Email: igonza17( mdc.edu Mr. Jorge Rodriguez p. 305.237.2837 Email: irodri42(c.mdc.edu Project: Medical Campus New Parking Garage, 950 NW 20th Street, Miami, 2018 Via our qualification based continuing services contract with the College, in place since 2012, we are currently performing pile installation monitoring construction materials testing and special inspection services for the construction of a new 6-level, —525,000 square foot parking garage. Other projects include drainage evaluations at the Homestead campus, new softball/baseball batting cages and amenities at the Kendall campus, improvements for parking lots #55, 56, and 57 on the Homestead Campus, EEC parking lot/lighting improvements at North campus, and the 5-story, 150,000 SF Center for Learning, Innovation & Simulation building at the Medical Center campus. Mr. Luis Lopez City of Miramar 2200 Civic Center Place Miramar, Florida 33025 p: 954.602.3316 e: lalopez cr.ci.miramar.fl.us 10 � Nutting E Engineers rw w.,...a ce.,.awi Section 1.2.3: References and Past Performance Projects Projects: Miramar Fire Station #107, 11811 Miramar Parkway, Miramar, 2016: NE performed geotechnical exploration/engineering for the design of a proposed fire station. Police Headquarters, 2300 Civic Center Place, Miramar, 2016: NE performed geotechnical exploration/engineering, construction material testing, and threshold inspection services for the new three-story, —80,000 SF Police Headquarters building. The building also includes retail stores within a portion of the first floor of the building. New Meeting Room Building - Miramar Pineland Nature Center, Turnpike & University Drive, Miramar, 2016: NE performed geotechnical exploration/engineering for the design of a proposed fire station. Miramar Community Park &Amphitheater, 16801 Miramar Parkway, Miramar, 2013: NE performed geotechnical exploration/engineering for the proposed construction of four(4) buildings including the ticket booth, two (2) concession stands with restrooms and an amphitheater building facility, and site improvements. Additional construction includes an outdoor seating area with associates retaining walls, site walls, gateways, and other site privacy wall features. 11 �E EngineNutting ers fi1nN.M FfN'iiNnflb• You Project n Owe Cromrtneal Section 2. 1: Summary of Services PRE-PURCHASE PHASE o Phase I and II Environmental Assessments , o Site Assessments (SAR) - o Remedial Action Plan (RAP) Recommendations I •c ,.n, , DESIGN PHASE — o Geotechnical Exploration - 'in .4 • Test borings/test pits/geophysical ate . • Installation and monitoringof monitor wells ,rte,. • Double ring infiltration tests • Well abandonment • Undisturbed sampling (Shelby Tube Samples) • \ , 1141111 • Percolation tests for exfiltration and septic systems 1p (SFWMD & FDOT) r •., r,� I i‘ `, : F,/' • Ground Penetrating Radar (GPR) t 1, i `/ t /gatMa o Geotechnical Engineering `x• ��-. • i�i no • Analysis and report of recommendations for site 1,4 n.! ,• development and foundations • Sinkhole evaluations both pre- and post-construction Alliale o Geotechnical Monitoring • Expert witness in geotechnical, construction material testing, structural inspection and related areas • Pile load tests/installation i' • Vibro-compaction ,_ • Grouting — • Demucking/refilling ,� — - • Vibrations (Seismograph) s t 1 - y,^;. ^ A CONSTRUCTION PHASE A w o Materials Testing . < * " • :+.6's. :- `'•{ ::ani • Soil density tests • Limerock Bearing Ratio (LBR)/Florida Bearing Value (FBV) • Concrete cylinders, slump and air content • Masonry grout prisms w '•. � • Pile grout cubes mss" r • Asphaltic concrete coring and thickness tests ; . '%it -zr • Windsor probe and Swiss Hammer tests d. — -4 ., : • Pachometer testing (rebar relocation and size) '� t" `' -- • Roof fastener pull-out tests AIL o Special/Threshold Inspections - . o Post Tension Cable Stress Monitoring ffi' J o Pre/Post Construction Condition Survey Nutting E Engineers 12 et Frock ix,Egebinva TW Your Project is Our Commitment Section 2. 1: History and Professional Qualifications of the Firm NUTTING ENGINEERS OF FLORIDA, INC. has been one of the premier geotechnical engineering firms in South Florida since its inception in 1967. Prior to this date work was performed under the name Nutting Engineers, Inc., which originated in 1956 preceded by H.C. Nutting in Miami from 1932 until 1956. NUTTING's comprehensive range of services include geotechnical exploration and engineering including soil borings and groundwater well drilling, monitoring of pile installation, groundwork modification and chemical grouting procedures, quality control/ quality assurance testing of construction materials, structural inspections (special/threshold) of structures. Project types include airports, seaports, roadways (improvements, widening, extensions, lighting, guard rails), bridges, parking lots and garages, drainage systems, city halls and municipal buildings, parks, recreational facilities, hospitals, educational facilities (K-12 and higher educational facilities) including auditoriums, stadiums/ sports facilities, water and wastewater treatment plants, water storage facilities, courthouses, industrial parks, mining operations, shopping centers, residential communities, hotels, assisted-living facilities, high-rise condominiums and office towers, and communication towers. SERVICES GEOTECHNICAL EXPLORATION AND ENGINEERING: NUTTING'S geotechnical exploration and engineering services include site explorations, sample analysis, site and foundation recommendations, site feasibility, ground modification recommendations, large scale geological survey programs, utilization of outcroppings of subsurface materials, resistivity testing, and geophysical techniques such as ground penetrating radar, soil borings, monitoring well r. !+=-= :..u„rtw_. installation and seismographic equipment utilization. Drillers (6) are trained ^ `j and certified to perform geotechnical drilling services in accordance with the ,a ' South Florida Water Management District (SFWMD) and the Florida - Department of Transportation (FDOT) standards. Our Dietrich D-50 Track Rig The NUTTING fleet includes five (5) company owned soil and rock drilling rigs, including Mobile B-57 and B- 59 drill rigs, a Dietrich D-50 track rig and portable tripod equipment. Geotechnical exploration services include: • Standard penetration test borings • Rock coring • Installation and monitoring of monitor wells • Power/manual auger borings • Double ring infiltration tests • Ground Penetrating Radar (G.P.R) • Undisturbed sampling (Shelby tube samples) • Well abandonment • Roadway soil survey • Structure investigation • Percolation tests for exfiltration and Septic systems-SFWMD & FDOT Monitoring services include: • Fill and demucking operations • Pile load test& load bearing tests • Vibroflotation &Vibro replacement (stone columns) • Footing preparation • Deep dynamic compaction • Precast yard • Cementious and chemical grouting • Fire proofing Nutting '3 E Engineers of Floida Inc.r Established 1967 Your Project is Our Commitment Professional Qualifications of the Firm • Piling installation - driven and auger cast piles • Vibration monitoring (seismograph) • Temporary & permanent excavation shoring techniques • Test pits CONSTRUCTION MATERIAL TESTING SERVICES: Construction materials quality control testing of soil, concrete, asphalt, grout and mortar is performed by field technicians (-25 company wide) with certifications and training through the Construction Training Qualification Program (CTQP), ACI, Masonry Inspectors, Florida Building Codes and Standards, FDOT, Troxler Nuclear and SFWMD. Field-testing services include: • Soil density by nuclear gauge • Precast plant testing and inspection • Concrete cylinders, slump, air content tests • Structural concrete coring • Masonry grout prism tests • Load testing of structural members • Pile grout cube tests • In-situ pressure testing and pump testing • Asphaltic concrete coring and thickness tests • HRS soil profiles for septic systems • Windsor probe & Swiss hammer tests-concrete • Roof fastener pull test • Pachometer testing (re-steel location, size) • Floor flatness testing LABORATORY SERVICES/ SPECIALTY CERTIFICATIONS: NUTTING'S fully equipped main laboratory is accredited by the American Association of State Highway Transportation Officials (AASHTO) and the Florida Department of Transportation (FDOT). Each laboratory and its technicians are held to the same standards, therefore strengthening our commitment to our clients by guaranteeing accurate test results with routinely calibrated and tested equipment. Our Laboratory Manager has undergone intense training and has multiple certifications through these same organizations (AASHTO, CMEC, and FDOT) as well as the Construction Training Qualification Program (CTQP). He is therefore qualified to perform and oversee the lab personnel (3 lab techs) perform a wide variety of laboratory testing services. STRUCTURAL INSPECTION SERVICES: Any structure built in the State of Florida that is four floors or more, 50 feet high or has an occupancy rating of 500 people is subject to mandatory structural inspections by a representative of the owner. NUTTING has the required personnel and expertise to provide this particular service. Our certified building inspectors perform under the Ft general supervision of the in-house special/threshold inspector (James J. `' Flaig, P.E., 30+ years experience) and a project engineer. Inspections are provided for both threshold and non-threshold buildings. All building inspectors are experienced in various construction techniques and are either graduate engineers or certified by Florida Building Codes and Standards. Panel Erection Monitoring Nutting 14 14'3 Engineers of Flo,da In< Eetebhshed 1%7 Your Rojett is Our Cermmmtnenf Professional Qualifications of the Firm Special & Threshold Inspection services include: • Reinforced masonry, reinforcing steel • Foundations • Concrete placement • Embedded items • Roof/floor sheathing; wall sheathing • Elevated floors & roofing systems • Wood load bearing wall framing • Wood Roof/floor truss systems • Roof pull-out • Wall framing • Shoring & reshoring between floor levels • Floor flatness testing Miscellaneous Inspections • Pool backfill evaluations • Deep dynamic compaction • Ground modification monitoring • Concrete inspections • Fire proofing • Concrete moisture emissions (electronic in-situ probe) C Nutting 15 G Engineers o/qonda Inc Established 1967 Your Project is Our Commitment Section 2. 1: Relevant Experience (Qualification-Based Contracts) Public and private sector long-standing partnerships account for 85% of our business (ie, repeat business). This accomplishment would not be possible without our team having a true understanding and commitment to project needs, budgets and timelines. Lead by a strong leadership team, Nutting is proud to be celebrating 50 years in the local construction community. Most of the presented key team members have been employees of the Nutting Companies for a minimum of 13 years (maximum of 31 years) and have worked on 100's of projects together during that time, including projects for the Broward and Miami Dade County entities listed. MARTIN COUNTY PALM BEACH COUNTY Broward College: Martin County School District: Engineering & Public Works Dept.: In association with Miller Legg and Geotechnical Engineering and Environmental Services, Associates- Geotechnical Construction Materials Testing Soils, Foundations, Materials Engineering, Materials Testing -2006 -2016— Testing, Structural Inspections - Since 2000- - 1986—2004, 2011- Ongoing — ST. LUCIE COUNTY City of Hallandale and City Of Port St. Lucie: School District of Palm Beach County: City of Miramar: Geotechnical Engineering and Environmental and Geotechnical Environmental and Geotechnical Construction Materials Testing Engineering, Materials Testing, Engineering, Materials Testing, - Since 2007 - Structural Inspections Structural Inspections - 1986—2005 - - Since 1997 - St. Lucie County: Geotechnical Engineering and Village of Wellington: MIAMI - DADE COUNTY Construction Materials Testing Geotechnical Engineering and Miami Dade County Public Schools - Since 2017 - Construction Materials Testing Environmental and Geotechnical - Since 2006 - Engineering, Materials Testing, INDIAN RIVER COUNTY Structural Inspections School District of Indian River County: BROWARD COUNTY - Since 2000— Geotechnical Engineering and School Board of Broward County: Construction Materials Testing Environmental and Geotechnical Engineering, Public Works, - Since 2008 - Engineering, Materials Testing, Aviation, Various Departments: TREASURE COAST& S. FLORIDA Structural Inspections Environmental and Geotechnical - Since 1986 - Engineering, Materials Testing, S. Fl. Water Management District: Structural Inspections Environmental and Geotechnical Engineering & Public Works Dept.: - Since 2000 - Engineering, Materials Testing, Environmental and Geotechnical Structural Inspections Since 2009 - Engineering, Materials Testing, Structural Inspections - Since 1986— Our past experience with public agencies has also taught us there are ancillary responsibilities in maintaining a qualification based contract, including knowing the proper accounting/purchase order system of the entity, assigning the same project manager/engineer throughout the term of the contract, visiting the different departments regularly to meet the new employees of the different departments to create a comfort level with each other and at times training others as to our services and how to interpret test results. Maintaining the budget and responding quickly to the needs of the entity is also critical. Nutting 16 E Engineers M Fonda�,,, Fttabinned 141,; Your vroica H Our Commitment Section 2. 1: City of Miami Beach, Relevant Experience PROJECT CLIENT START/FINISH SERVICES FEES DATE Flamingo Park City of Miami Beach 3Q2017 Geotechnical engineering/ $1,575.00 1200 Meridian Avenue exploration services Miami Beach,Florida do Shiff Construction&Development,Inc. 1350 NE 56th Street,Suite 100 -Park Improvements Fort Lauderdale,Florida 33334 Mr.Justen Shiff P:954-524-2575 jds(@.shiff.com Central Bayshore South Neighborhood City of Miami Beach 3Q2016 Geotechnical engineering/ $6,030.00 Improvements New Outfall exploration services 2861 Flamingo Drive do Chen Moore&Associates Miami Beach,Florida 55 South Miami Avenue,Penthouse II-A Miami,Florida 33130 Mr.Gregory Mendez P:786-497-1500 gmendez anchenmoore.com Espanola Way Streetscape Wade Trim 1Q2016 Geotechnical engineering/ $3,490.00 Btw.Drexel Avenue&Washington 8010 Woodland Center Boulevard exploration services Avenue Suite 1200 Miami Beach,Florida Tampa,Florida 33614 Mr.Daniel Garcia P:813.882.4373 dgarcia(a�wadetrim.com 17 ��Nutting Engineers City of Miami Beach,Relevant Experience Altos del Mar Park City of Miami Beach 1Q2016 Geotechnical engineering/ $1,320.00 Collins Avenue btw.76th&77th Street exploration services Miami Beach,Florida do Stantec Consulting Services One Biscayne Tower,Suite 1670 -Park Improvements 2 South Biscayne Boulevard Miami,Florida 33131 Ms.Elvira Freire-Santamaria P:305-482-8700 F:305-482-8770 Elvira.Freireta stantec.com Miami Beach Convention Center City of Miami Beach 4Q2014 Geotechnical engineering/ $3,490.00 1901 Convention Center Drive exploration services Miami Beach,Florida c/o Bergeron Land Development,Inc. 19612 SW 691h Place -Pump Station and Seawall Fort Lauderdale,Florida 33332 Mr.Brian Landis P:954-680-6100 F:954-252-8064 brian.landis@bergeroninc.com Traffic Signal Mast Arms City of Miami Beach 4Q2014 Geotechnical engineering/ $8,905.00 Intersections of 10th Street&17th Street exploration services Miami Beach,Florida do Bergeron Land Development, Inc. 19612 SW 69'h Place -Intersection Improvements Fort Lauderdale,Florida 33332 Mr.Brian Landis P:954-680-6100 F:954-252-8064 brian.landis@bergeroninc.com Lower North Bay Road Infrastructure City of Miami Beach 3Q2014 Geotechnical engineering/ $500.00 Improvements Program 8B Design/ exploration services Build Project c/o Civil Works,Inc. Miami Beach,Florida 8491 NW 17th Street,Suite 108 Dania,Florida 33126 -Infrastructure Improvements Program Ms.Linda Bell 8B Design/Build Project P:305-591-4323 F:305-591-4074 Ibell(a�civilworks.com 143 till City of Miami Beach,Relevant Experience City of Miami Beach Bayfront City of Miami Beach 2Q2014 Geotechnical engineering/ $1,775.00 6th, 10th&14th Streets exploration services City of Miami Beach,Florida do Bergeron Land Development,Inc. 19612 SW se Place -Stormwater Pump Stations Fort Lauderdale,Florida 33332 Mr.Brian Landis P:954-680-6100 F:954-252-8064 brian.landis@bergeroninc.com Middle Beach Rec.Corridor City of Miami Beach 1Q2014 Geotechnical engineering/ $23,970.00 45th to 65th street exploration services Miami Beach,Florida do Calvin Giordano&Associates,Inc 1800 Eller Drive,Suite 600 -15-foot wide paver multi-use trail Fort Lauderdale,Florida 33316 Mr.Gianno A.Feoli P:954-921-7781 F:954-921-8807 GFeoli(a.calvin-giordano.com Dade Boulevard between 17th Street and City of Miami Beach 1Q2013— Construction material $2053.00 Convention Center Drive Public Works Department-Engineering ongoing testing Miami Beach,Florida Division 1700 Convention Center Drive -Bike path,sidewalks Miami Beach,Florida 33139 Mr.Hermes Diaz,P.E. P:305-673-7080 F:305-673-7028 hermesdiaz(o�miamibeachf.gov Polo Park City of Miami Beach 3Q2012 Geotechnical engineering/ $1,647.00 Miami Beach,Florida Public Works Department-Engineering exploration services Division -Drainage evaluation 1700 Convention Center Drive Miami Beach,Florida 33139 Mr.Hermes Diaz,P.E. P:305-673-7080 F:305-673-7028 hermesdiaz(o�miamibeachf.gov 19 INutting E Engineers City of Miami Beach,Relevant Experience Bayshore#8E City of Miami Beach 2Q2012- Construction materials $9,919.00 Sunset Islands 1 and 2 Right-of-Way Capital Improvements Projects Office ongoing testing Miami Beach,Florida 1700 Convention Center Drive Miami Beach,Florida 33139 -Right of way and roadway Ms.Elisa Iglesias improvements P:305-673-7071 F:305-673-7073 elisaiglesiasc miamibeachfl.aov Flamingo Park-Football Field City of Miami Beach 302011 Geotechnical engineering/ $2,175.00 Improvements Capital Improvements Projects Office exploration services Miami Beach,Florida 1700 Convention Center Drive Miami Beach,Florida 33139 -Evaluation of existing track and Ms.Matilde Reyes pavement P:305-673-7071 F:305-673-7073 matildereves[o)_miamibeachfl.gov 17"'Street Signalization City of Miami Beach 302011 Construction materials $110.00 Miami Beach,Florida Public Works Department-Engineering testing Division -Intersection improvements 1700 Convention Center Drive Miami Beach,Florida 33139 Mr.Hermes Diaz,P.E. P:305-673-7080 F:305-673-7028 hermesdiaz@miamibeachfl.gov Neighborhood#8E-Sunset Islands 1 City of Miami Beach 102010 Geotechnical engineering $751.50 and 2 Outfall Capital Improvements Projects Office (geo) (thru CH2M Hill)and Miami Beach,Florida 1700 Convention Center Drive construction materials Miami Beach,Florida 33139 2Q2011— testing Ms.Elisa Iglesias 4Q2011 P:305-673-7071 F:305-673-7073 (testing) elisaiglesiasc miamibeachfl.gov 20 � Nutting E Engineers City of Miami Beach,Relevant Experience Bayshore 8D City of Miami Beach 2Q2011 Geotechnical engineering/ $13,905.00 Sunset Islands 3 and 4 Capital Improvements Projects Office exploration services Miami Beach,Florida 1700 Convention Center Drive Miami Beach,Florida 33139 -Installation of new storm sewers and Ms.Matilde Reyes portable water lines. P:305-673-7000,ext-6972 F:305-673-7073 matildereyes@miamibeachfl.gov Neighborhood#9-City Center South City of Miami Beach 1Q2011— Construction materials $3,658.50 Beach Bicycle Public Works Department-Engineering 2Q2011 testing Miami Beach,Florida Division 1700 Convention Center Drive -Bike path,sidewalks Miami Beach,Florida 33139 Mr.Hermes Diaz,P.E. P:305-673-7080 F:305-673-7028 hermesdiaz@miamibeachfl.gov Hibiscus and Palm Islands City of Miami Beach 1Q2011 Geotechnical engineering/ $3,515.00 Miami Beach,Florida Public Works Department-Engineering exploration services Division -Pavement study 1700 Convention Center Drive Miami Beach,Florida 33139 Mr.Hermes Diaz,P.E. P:305-673-7080 F:305-673-7028 hermesdiaz@miamibeachfl.gov Neighborhood#8E City of Miami Beach 1Q2010— Geotechnical engineering, $17,130.00 Sunset Islands 1 and 2 Capital Improvements Projects Office 2Q2011 construction materials Miami Beach,Florida 1700 Convention Center Drive (geo) testing Miami Beach,Florida 33139 -Installation of new storm sewers and Mr.Keith Mizell 2Q2012— portable water lines. P:305-637-7000 ext-6972 4Q2012 keithmizell(Dmiamibeachfl.00v (testing) Mr.Richard Saltrick P:305-637-7000 ext-6565 richardsaltrick@miamibeachfl.aov 143 Nutting Engineers Section 2. 1: Relevant Experience, Miami Dade County Name of Project: Miami Dade County- Various Projects Entity: Miami Dade County, Various Departments Description & Nutting Engineers of Florida, Inc. performed geotechnical exploration/engineering, Scope: construction materials testing and/or special/threshold inspection services for numerous projects including: • Homestead General Airport Runway and taxiway connectors re-paving, 2018 (MDAD) • Sanitary Sewer Connection at Blue Lakes Park, Miami, 2018 (PROS) • Homestead General Airport Runway and taxiway connectors re-paving, 2018 (MDAD) • Pump Station Improvement Program: Consists of managing the upgrades to the MDWASD Wastewater Collection and Transmission System (WCTS) that includes sanitary sewer collection system, pump stations and force mains upgrades, Ongoing • Drainage Improvements for Project East Westchester at 3 locations including the construction and installation of drainage structures, french drains, miscellaneous drainage improvements, misc. roadway restoration, concrete curb and gutters, and sidewalks, Ongoing (P/W) • Aviation projects: North Terminal Development Program @ Miami International Airport- Renovation and addition to existing Terminal (formerly Terminal A) and Mile Long Terminal & Sky Train, multiple concourse and taxiway projects, ongoing (MDAD) • Drainage Improvements: NW 36th , NW 75th and NW 44th SW Street, Miami, 2017 (P/W) 125th Avenue, Miami, 2017 (PM/), NW 102nd Street, Miami, 2016 P/W) • SDWWTP HLD Upgrades S806, S809, S819: Upgrades at various areas of the WTP including OSHG (onsite hypochlorite generation), south filter system building, access road, pump station, fire hydrant line • Drainage Improvements: SW 125th Avenue, Miami, 2017 (P/W), NW 102nd Street, Miami, 2016 (P/W) • Drainage Improvements at SW 131st Street & 89th Court, Miami, 2015 (P/W) • Drainage Improvements on SW 76th Avenue: SW 10th to SW 12th Street, 2015 (P/W) • Miami Drainage Improvements: NE 88th Terrace and Biscayne Boulevard, NW 178th Street between 89th Avenue and 90th Court, SW 131st Street and 89th Court • Pump Station 0399, 11/2015 (W/S) • SDWWTP HLD Upgrades S806, S809, S819: Upgrades at various areas of the WTP including OSHG (onsite hypochlorite generation), south filter system building, access road, pump station, fire hydrant line Nutting 22 143 Engineers of F o ida Inc.;E$tabI,hed 1%7 Your Proist is Our Commitnwnt Section 2. 1: Relevant Experience, Miami Dade County • Numerous Fire Stations: Fire Station#62, Old Cutler Bay (2018), Sunny Isles Fire Station #10, Dolphin Station #68, Cutler Bay Station #34, Palmetto Bay Fire Station #62 (temporary trailer installation, septic installation), varied (F/R) • Drainage Studies: Amerifirst Park, Zunjik Estates, Sleepy Hollow, Nikis, Sunset Cove, Century Garden, and Bibiana • Traffic Improvements at NW 53rd Terrace from NW 72nd Avenue to NW 69th Avenue, Miami, 05/2014 (PM/) • Intersection Improvements at NW 78th Avenue and NW 37th Street, Miami, 2014 (P/W) • Intersection Improvements at Rickenbacker Causeway and Virginia Beach Drive, 01/2014 (P/W) • 30" DI Water Main at 157th Avenue, SW 157th Avenue from SW 36th Terrace To SW 32nd Terrace, 2014 (W/S) • 18" Sewer Force Main Installation in Candlewood Circle, 2014 • Drainage and Infrastructure Improvements, West 4th Street between SW 22nd and 27th Avenues, 2014 (W/S) • Drainage and Infrastructure Improvements, NW 53rd Terrace from NW 72nd Avenue to NW 69th Avenue, 2014 (W/S) • Drainage and Infrastructure Improvements, Rickenbacker Causeway and Virginia Beach Drive, 2014 (W/S) • Drainage and Infrastructure Improvements, SW 104th Avenue and SW 60th Street, 2014 • Miami Dade Aviation Parking Lots Parcel C & D, Miami, 2014 (MDAD) • Opa Locka Airport Taxiway and Apron Rehabilitation, 14201 NW 42nd Avenue, Opa Locka, 2014 (MDAD) • W130028 Fleet 3B Generator, 7900 SW 107th Avenue, Miami, 2013 (ISD) • Traffic Improvements at NW 67th Avenue and NW 202nd Street, Miami, 03/2013 (P/W) • Installation of new 12" and 8"water main at SW 4th Street between SW 22nd and 27th Avenue, Miami, 09/2014 (W/S) Water main leak repair at 181 NE 82nd Street, 12/2013 (W/S) • Installation of water main at NW 154th Street between NW 84th Avenue and NW 87th Avenue, Miami Lakes, 08/2013 (W/S) • Pipe backfill operations at SW 104th Avenue and SW 60th Street, Miami, 01/2013 (W/S) • Stormwater Pump Station telemetry unit installation, repairs and upgrades, 10/2012 (P/W) • Intersection improvements at SW 169th Avenue and Kendall Drive, Kendall, 10/2012 (P/W) C Hutting 23 E Engineers of Floods Inc. Ettablitihed 1%7 Your Pro/e<f if Our Commitment Section 2. 1: Relevant Experience, Miami Dade County Key Personnel: Richard C. Wohlfarth, PE, BN, Principal/ Director of Engineering; James Flaig, PE, BN, Principal/Chief Engineer; Stephen Mrachek, PE, Senior Engineer; Scott Ersland, Geotechnical Division Manager; Pavel Cruz, Construction Services Manager Contacts: Miami Dade County -WASD Miami Dade County—Aviation Mr. Mario Lobato Mr. Miguel Riera Mr. Richard Ziel P: 305.876.0596 P: 786.268.5308/786.268.5422 E: MRiera(c�miami-airport.com E: mvlob01 rniamidade.gov; ZieR(r).miamidade.gov Miami Dade County— Public Works Mr. Fred Diaz P: 305.375.2111 E: DiaF(a�miamidade.gov Nutting 24 E Engineers of Honda Inc;Ertahlished 1967 Your Project it Out Commitment Section 2. 1: City of Miami, Relevant Experience PROJECT CLIENT DATE SERVICES Proposed 5-Story Building WHA Architect, Inc. Ongoing Geotechnical exploration/ 3151, 3163 & 3167 SW 27th 2920 Ponce de Leon Boulevard engineering, construction Avenue, Miami Coral Gables, Florida 33134-6811 materials testing and Mr. William Arthur, AIA special inspection Phone: 305-770-6100 services Jungle Island Zip Course Weber Group, Inc. Ongoing Geotechnical exploration/ 1111 Parrot Jungle Trail, Miami 5233 Progress Way engineering services, Sellersburg, Indiana 47172 construction materials Mr. Dave Rawdon, Sr. Project Manager testing and special Phone: 512-781-2188 inspection services Nicklaus Children's Hospital Miami Children's Health Systems Ongoing Geotechnical exploration/ 3100 SW 62nd Avenue, Miami 3100 SW 62nd Avenue engineering, construction Miami, Florida 33155 materials testing and - Enabling Electrical Rooms Ms. Lourdes San Pedro special inspection -Tomotherapy Unit Phone: 786-624-3125 services - Proposed Billboard @ Penta Outfront Media 2017 Geotechnical exploration/ Studios 2640 NW 17th Lane engineering services 136 NW 37th Street, Miami Pompano Beach, Florida 33064 - Miami WTP Billboard Mr. Ludrick Lindo 1100 SW 3rd Avenue, Miami Phone: 954-971-2995 Proposed Lemon City Site DC Construction Associates, Inc. 2017 Geotechnical exploration/ 5609 NE 2nd Avenue, Miami 7700 Congress Avenue, Suite 3202 engineering, construction Boca Raton, Florida 33487 materials testing and Ms. Alicia Aguila special inspection Phone: 561-988-8505 services MDC-Medical Center Campus Miami-Dade College, Facility 2017 Construction materials Center for Learning, Management testing and special Innovation, and Simulation 11011 SW 104th St. inspection services 950 NW 20th Street, Miami Building L, Room 119-1 Miami, Florida 33176 Ms. Gloria Garzon Phone: 305-237-2740 22nd Avenue Storage, LLC 22nd Avenue Storage, LLC 2017 Construction materials 2180 SW 8th Street, Miami 500 North Skokie Boulevard, Suite 600 testing and threshold Northbrook, Illinois 60062 inspection services Mr. Joseph Dziekan Phone: 847-656-5191 sAM Nutting ngineers 1M+ tn1N . 25 MFb,,t.,, Euaea ne t% Your hy[tt h Owe Cen[Mrawl City of Miami Experience CATH Lab and MRI JIS Construction Management, Inc. 2017 Special inspection Renovation 12100 SW 132nd Court, Suite 113 services North Shore Medical Center Miami, Florida 33186 1100 NW 95th Street, Miami Ms. Marlisse Ruiz Phone: 305-256-5758 Alasco R & B General Contractors, Inc. 2017 Geotechnical exploration/ 1415 NW 21st Terrace, Miami 8198 S. Jog Road, Suite 204 engineering services Boynton Beach, Florida 33472 Mr. Brian Battle, President Phone: 561-509-7680 Proposed Chabad Midtown A.V.I. Contractors, Inc. 2017 Construction materials Miami 2771 Executive Park Drive, Suite 2 testing and inspection 221 NE 29 Street, Miami Weston, Florida 33331 services Mr. Vincent Mish Phone: 954-217-1815 Proposed 5 and 8-Story Glavovic Studio 2017 Geotechnical exploration/ Buildings 724 NE 3rd Avenue engineering services Fort Lauderdale, Florida 33304 - 160 - 166 NW 28th Street, Ms. Glenda Puente Miami Phone: 954-524-5728 - 92 - 98 NW 27th Street, Miami -2521 NW 1st Avenue, Miami - 81 NW 25th Street/ 80 NW 26th Street, Miami - 115 -161 NW 28th Street, Miami - - 148 NW 28th Street, Miami - Proposed 5 to 8-Story Buildings 112, 120, 128, 146 NW 28th Street& 125, 127 NW 27th Street, Miami Proposed Warehouse Complex CEC Engineering, Inc. 2017 Geotechnical exploration/ NW 12th Street, Miami 123 SE 3rd Avenue, Suite 257 engineering services Miami, Florida 33131 Mr. Shawn Conn, P.E. Phone: 786-540-8408 Nutting E Engineers 26 m�� e,a ,� City of Miami Experience Sans Souci Parking Garage Trion Ventures I, Inc. 2017 Geotechnical exploration/ 11645 Biscayne Boulevard, P.O. Box 552170 engineering services Miami Davie, Florida 33355 Mr. Kenneth Barber, President Phone: 954-491-3848 ext. 114 Agape Women's Center Bermello Ajamil & Partners, Inc. 2017 Geotechnical exploration/ 22790 SW 112th Avenue, 2601 S. Bayshore Drive, Suite 1000 engineering services Miami Miami, Florida 33133 Ms. Daisy Fernandez Phone: 305-859-2050 Greyhound Bus Maintenance Clear Span Structures, LLC 2016 Construction materials Building 2000 Avenue P, Suite#5 testing and inspection 3486 SW 25th Street, Miami Riviera Beach, Florida 33404 services Mr. Patrick Riegel Phone: 561-803-8100 Phase II and III Gables Gables Residential 2016 Threshold inspection Aventura Apartment 225 NE Mizner Boulevard, Suite 400 services Community Boca Raton, Florida 33432 NE 202nd Street and West Mr. Sheldon Powell, Development Dixie Highway, Miami Director Phone: 786-546-3515 Winwood Greenhouse @ RWB/ Linares Architecture, Inc. 2016 Geotechnical exploration/ Butterfly Park 1600 S. Dixie Highway#400 engineering services 179 NW 28th Street, Miami Boca Raton, Florida 33432 Ms. Davina Lewin, Office Manager Phone: 561-391-0081 Miami Dade College— Medical Miami Dade College 2016 Geotechnical exploration/ Center Campus Center for Attn: 11011 SW 104th Street engineering services Learning, Innovation & Miami, Florida 33176 Simulation Ms. Gloria Garzon, Project Manager 950 NW 20th Street, Miami Phone: 305-237-2740 Gran Paraiso The Related Group 2016 Video Survey NE 30th Terrace and NE 31st 460 NE 31st Street Street, Miami Miami, Florida 33137 Mr. Nivardo Beaton Phone: 786-693-8779 Nutting sQ a 27 E Engineers City of Miami Experience Mr. Oscar Irigoyen 2016 Construction materials Administrative Coordinator for Facilities testing services Construction Florida International University Modesto Maidique Campus, CSC 247 Facilities Management 11555 SW 17th Street Miami, FLORIDA 33199 Phone: 305-348-4310 Email: irigoyen@fiu.edu SW 15th Avenue Drainage BCC Engineering, Inc. 2016 Geotechnical exploration/ Improvements Attn: Mr. Dan Suarez, P.E. engineering services Btw. SW 8th Street& SW 7th 4901 NW 17th Way/Ste. 506 Street, Fort Lauderdale, FLORIDA 33309 Miami Phone: 954.928.1828/ Email: dsuarez@bcceng.com Roadway Evaluations Stantec 2016 Geotechnical exploration/ 901 Ponce de Leon Boulevard, Suite 9( engineering (drainage - SW 5th Avenue from SW 22 Coral Gables, Florida 33134-3070 evaluation) and coring Road to SW 21 Road & SW 21 Mr. Carlos Herocia, P.E. services Road from SW 5th Avenue to Phone: 305-445-2900 4th Avenue, Miami - SW 21 Road from SW 7 Avenue to SW 9 Avenue, Miami - SW 9th Avenue from SW 23 Road to SW 22nd Road, Miami - SW 28 Road from SW 5 Avenue to SW 9 Avenue, Miami - SW 30 Road from SW 5 Avenue to SW 4 Avenue, Miami - SW 30 Road from SW 2 Avenue and SW 1 Avenue, Miami - NW 2nd Street from NW 6 Avenue to 7 Avenue, Miami - NW 6 Street from NW 11 Avenue to NW 10 Avenue, Miami - SW31 Road from SW2 Avenue to SW 3 Avenue, Miami - NW 5 Avenue from NW 17 Nutting ;,, 28 Engineers City of Miami Experience Street to NW 19 Street, Miami - Pump Station 0076, 3230 NW 24th Avenue, Miami Modesto A. Maidique Florida International University 2016 Construction materials (University Park) Campus Facilities Management- Construction testing services 11200 SW 8th Street, Miami Division 11555 S.W. 17th Street, MMC, CSC-24 - FIU- Recreation Center Miami, Florida 33199 Expansion Ms. Martha Torres - Multi Purpose Practice Fields Phone: 305-348-0232 Biscayne Bay Campus 3000 NE 151st Street, Miami - Frost Museum of Science Batchelor Environmental Center Miami Children's Hospital Robins & Morton 2016 Geotechnical exploration/ Renovations/Expansion 6205 Blue Lagoon Drive, Suite 110 engineering services 3100 SW 62nd Avenue, Miami Miami, Florida 33126 Mr. Johnny Sturkie, Operations Manag€ Phone: 305-722-3252 Hampton Inn Craft Construction Company 2016 Geotechnical exploration/ 3449 NW 42nd Avenue, Miami 480 South Andrews Avenue, Suite 103 engineering services Pompano Beach, Florida 33069 Mr. Ron Pantophlet Phone: 954-372-1017 Traz Powell Stadium Stantec 2016 Construction materials 11380 NW 27th Avenue, Miami 800 Fairway Drive, Suite 195 testing services Deerfield Beach, Florida 33441-1828 Mr. Jeffrey Crews, PE Phone: 954-481-2812 ext 235 Sole Mia Atkins Global 2016 Geotechnical exploration/ Biscayne Boulevard and NE 2001 NW 107th Avenue engineering services 151 Street, Miami Miami, Florida 33172 Mr. Larry Levis, AIA Phone: 305-514-3383 WM Recycling Sun 10 Waste Management Inc. of Florida 2016 Geotechnical exploration/ 7435 NW 41st Street, Miami 2700 Wiles Road engineering services Pompano Beach, Florida 33073 (drainage evaluation) Mr. Luke DeBock Phone: 954-984-2029 29 Nutting EngneHe +ttlrs9 Nov PrekaN Our Ceiwdnnent City of Miami Experience Fire Station No. 29 Temporary Miami-Dade Fire Rescue Department 2016 Geotechnical exploration/ Trailer Facilities and Construction Division engineering and 10610 W. Floridaagler St. 9300 NW 41st Street, Miami, construction materials Miami, Florida Florida33178 testing service Mr. Jose"Manny" Nieblas, Constructior Renovation Supervisor II Phone: 786-331-4538 - South Motors Infiniti South Motors Automortive Group 2015 Geotechnical exploration/ 16915 S. Dixie Highway, Miami 16915 South Dixie Highwy engineering services Mr. Josh Feldman (drainage evaluation) - South Florida Honda-BMW Miami, Florida 33157 Showroom Phone: 305-256-2200 16165 South Dixie Highway, Miami Nutting -tet E Engineers 30 ��. E,.»t �> I br hmJltt k OW Cwwilrwwl Section 2. 1: City and Government Experience, Five Years PROJECT CLIENT DATE SERVICES Miami Dade Aviation, Multiple Miami-Dade Aviation Department ongoing Geotechnical engineering/ Runway and Taxiway Environmental Engineering Div. testing services consisting of Evaluations, Multiple Airports P.O. Box 592075 asphalt cores, SPT borings Miami, Fl. 33139 and exfiltration tests to Mr. Mike Riera determine existing asphalt (305) 876-0596 conditions including base and sub-base conditions. Multiple Water Main, Sewer Miami Dade County-WASD ongoing Geotechnical exploration/ Main, Drainage and Mr. Mario Lobato engineering and/or Infrastructure Improvements Mr. Richard Ziel construction materials testing Throughout the County (786) 268-5308, (786) 268-5422 services. Water Tower Park City of West Park 2018 Geotechnical exploration/ 3825 SW 41st Street, West 1965 S. State Road 7 engineering services for the Park West Park, Fl. 33023 installation of new Mr. Debon Campbell playground and shade (954) 989-2688 structures. Proposed Fire Station #55 City of Weston 2018 Construction material testing Renovations, Weston c/o Synalovski, Romanik, Saye services during renovation to 1800 Eller Drive, Suite 500 the existing fire station. Fort Lauderdale, Fl. 33316 Ms. Merrill Romanik, AIA (954) 961-6806 Bal Harbour Village— Pump Bal Harbor Village 2018 Geotechnical exploration/ Station #103 Improvements c/o Calvin, Giordano & Associates, engineering services for Bal Bay Court, Bal Harbor Inc. improvements to the existing 1800 Eller Drive, Suite 600 pump station including Fort Lauderdale, Fl. 33316 paving and drainage Ms. Heidi Henderson, P.E. additions. (954) 921-7781 South County Reclaimed Water City of Margate 2018 Geotechnical exploration/ Main Project- Phase I & II c/o Chen Moore & Associates engineering services for Palm Beach County 500 Australian Avenue, Suite 530 installation of a new West Palm Beach, Fl. 33401 reclaimed water main. Mr. Brent Whitfield, P.E. (561) 746-6900 Sample Road and Coral Hills The City of Coral Springs 2018 Geotechnical exploration/ Drive Sewer Replacement, 4181 NW 121st Avenue engineering and/or Downtown Infrastructure Coral Springs, Fl. 33065 construction material testing Improvements, East Royal Mr. Ron Stein services during the various Palm Boulevard Improvements (954) 346-1739 improvements, extensions between University Drive and and repairs to various sewer Riverside Drive/NW 81st and water main systems. Avenue, Coral Springs Nutting 31 E Engineers Otib4aIK.ENSb *'d,96 Your Iva(Rtb OsrCorm i otos City and Government Experience Citywide Buffer Wall/ Phase III The City of Tamarac 2018 Geotechnical exploration/ NW 108th Terrace to Pine 6011 Nob Hill Road engineering services for Island Road, Tamarac Tamarac, Fl. 33321 installation of a new buffer Mr. Alan Lam, Project Engineer wall. (954) 597-3707 Ingalls Park City of Hallandale 2018 Geotechnical exploration/ 735 SW 1st Street, Hallandale c/o Synalovski, Romanik, Saye engineering services for the Beach 1800 Eller Drive, Suite 500 renovations to the park Fort Lauderdale, Fl. 33316 including picnic pavilions and Ms. Merrill Romanik, AIA playground equipment. (954) 961-6806 Proposed Force Main, City of Margate 2017 Geotechnical exploration/ Southgate Boulevard and Rock c/o Chen Moore & Associates engineering services for Island Road, Margate 500 Australian Avenue, Suite 530 installation of a new force West Palm Beach, Fl. 33401 main. Ms. Paula Fonesca (561) 746-1060 Drainage Improvements, Miami-Dade Department of 2017 Geotechnical exploration/ Project#20160252, SW 125th Transportation & Public Works engineering services for the Avenue, Kendall Drive and SW 111 NW 1st Street, Suite 1510 proposed drainage 85th Street, Miami Miami, Fl. 33128 improvements. Ms. Isbelt Roberto (305) 375-3947 Drainage Improvements, Miami-Dade Department of 2017 Geotechnical exploration/ Project#20160252, NW 36th Transportation & Public Works engineering services for the Avenue, NW 75th Street and 111 NW 1st Street, Suite 1510 proposed drainage NW 44th Street, Miami Miami, Fl. 33128 improvements. Mr. Rene Diaz (305) 375-3444 Water Main Design and CMS, City of Hollywood 2017 Geotechnical exploration/ Hollywood Boulevard to c/o Brown and Caldwell engineering services for the Johnson Street, North 60th 850 Trafalgar Court, Ste. 300 installation of 61,500 lineal Avenue to North 62nd Avenue, Maitland, Fl. 32751 feet of water main. Hollywood Ms. Jennifer Leone (954) 200-7611 Sunrise Public Safety Building City of Sunrise 2017 Geotechnical exploration/ Addition, 10440 W. Oakland c/o West Construction, Inc. engineering services for the Park Boulevard, Sunrise 820 N. 4th Street future building addition. Lantana, Fl. 33462 Mr. Karey Wright (561) 588-2027 NW 40th Street Improvements, The City of Coral Springs- Utilities 2017 Geotechnical exploration/ Coral Springs Department engineering services for the 9551 West Sample Road drainage evaluation of the Coral Springs, Fl. 33065 existing road way. Mr. Glen Gordon (954) 345-2210 32 4Nutting E Engineers d Haid.inc.;EN.Mf6M 1967 Veer 1,4..60s Conn** City and Government Experience Public Works Complex, 9070 Cooper City Public Works Department 2017 Geotechnical exploration/ SW 51st Street, Cooper City 9070 SW 51st Street engineering services for the Cooper City, Fl. 33328 construction of a Mr. Jim Molaschi prefabricated building. (954) 434-5519 Temporary Modular Sales West Palm Beach Housing Authority 2016 Geotechnical exploration/ Office at Merry Place, West 1715 Division Avenue engineering services for the Palm Beach West Palm Beach, Fl. 33407 temporary sales office Mr. Joel Hatcher foundation. (561) 676-8442 10th Avenue North and Boutwell Palm Beach County 2016 Geotechnical exploration/ Road Intersection c/o Mock Roos &Associates, Inc. engineering services for the improvements, Lake Worth 5720 Corporate Way improvements of the existing West Palm Beach, Fl. 33407 intersection. Mr. Dennis J. Thomas (561) 683-3113 Prairie Road over LWDD L-8 Palm Beach County 2016 Geotechnical exploration/ Canal Bridge Replacement, do Wantman Group, Inc. engineering services for the West Palm Beach 5219 NW 33rd Avenue bridge replacement project. Fort Lauderdale, Fl. 33309 Ms. Julie Vers (954) 660-1660 Drainage Improvements, Miami-Dade County Dept. of 2016 Geotechnical exploration/ Various Locations, Miami Dade Transportation & Public Works engineering services for the County Storm water Drainage Design future drainage improvements Section throughout Miami-Dade 111 NW 1st Street, Suite 1566 County. Miami, Fl. 33128 Mr. Rene L. Diaz, Engineer II (305) 375-3444 Old Pompano Beach City of Pompano Beach 2016 Geotechnical exploration/ Improvement Project, Pompano c/o Chen Moore &Associates engineering services for Beach 500 W. Cypress Creek Road various infrastructure Suite 630 improvements within the Fort Lauderdale, Fl. 33309 public right-of-way such as Mr. Jason McClair roadways, sidewalks, water (954) 730-0707 main, sewer, drainage, landscaping, irrigation and pedestrian lighting. Mango Road and L-8 Canal, Palm Beach County 2016 Geotechnical exploration/ Roadway Improvements of do Alan Gerwig &Associates, Inc. engineering services for -1,750 LF of Roadway, Lake 12798 W. Forest Hill Boulevard, future roadway and drainage Clarke Shores Suite 201 improvements. Wellington, Fl. 33414 Mr. Simon Coleman, P.E. (561) 792-9000 City of Tamarac Canal City of Tamarac 2016 Geotechnical exploration/ Improvements- Phase V, c/o Stantec Consulting Services engineering services for Tamarac 800 Fairway Drive, Suite 195 placement of aluminum Deerfield Beach, Fl. 33441 seawalls and culvert Mr. Tery Glunt, P.E. extensions on both sides of Nutting 33 E Engineers d Fwrb9 irc.;EwWMM�901 IY V Proper.is Oar Comwit City and Government Experience (954) 481-2812 the road at each canal crossing. Proposed Mast Arm Traffic City of Pompano Beach 2016 Geotechnical exploration/ Signal at MLK Boulevard and c/o Calvin Giordano &Associates, Inc. engineering services for the NW 27th Avenue, Pompano 1800 Eller Drive, Suite 600 mast arm installation. Beach Fort Lauderdale, Fl. 33316 Ms. Diana Rivas, P.E. (954) 921-7781 OPF Fueling Facility Access Miami-Dade Aviation Department 2016 Geotechnical exploration/ Drive, NW 44th Avenue & NW P.O. Box 592075 engineering services. 149th State Road, Opa Locka Miami, Fl. 33139 Mr. Miguel Conner (954) 921-7781 Golden Isles Tennis and Dog City of Hallandale Beach 2016 Geotechnical exploration/ Park- New Restroom Facility, 400 South Federal Highway engineering services. Pro Shop Area, and Hallandale Beach, Fl. 33009 Reconfiguration of Existing Mr. Gregg Harris Tennis Courts (954) 451-3029 Retention Pond, North of Village of Wellington 2016 Geotechnical exploration/ Pierson Road, Wellington 12300 Forest Hill Boulevard engineering services. Wellington, Fl. 33414 Mr. Jonathan Reinsvold (561) 753-2454 W. Commercial Boulevard City of Tamarac Public Works 2016 Geotechnical exploration/ Buffer Wall Project Phase 11B, 6011 Nob Hill Road engineering services. NW 64th Avenue to Rock Island Tamarac, Fl. 33321 Road, Tamarac Mr. Alan Lam (954) 597-3707 Rehabilitation of West & East The City of Coral Springs 2016 Construction material testing Water Booster Station, Coral 4181 NW 121st Avenue services. Springs Coral Springs, Fl. 33065 Mr. Juan Robby (954) 345-2132 Pompano Beach Community City of Pompano Beach 2015 Geotechnical exploration/ Center, North Riverside Drive, Engineering Department engineering services. Pompano Beach 1201 NW 5th Avenue Pompano Beach, Fl. 33062 Mr. Louis Friend (954) 786-4023 Lift Station #3 Replacement, City of Wilton Manors 2015 Geotechnical exploration/ Area of NW 29th Street and NW c/o Chen-Moore & Associates engineering services. 7th Avenue, Wilton Manors 500 W. Cypress Creek Road Suite 630 Fort Lauderdale, Fl. 33309 Mr. Jason McClair (954) 730-0707 Nutting 34 E Engineers J(fLOnOJ inC.'ENJbYMM 106! Maw Praha N Our Commitment City and Government Experience WWWRF Building N City of Miramar 2015 Additional geotechnical Renovation (AKA Crime Scene 2200 Civic Center Place engineering input following Building), 13900 Pembroke Miramar, Fl. 33025 previous study. Road, Miramar Mr. Alex Shershevsky (954) 602-3315 Proposed Roadway & Storm The City of North Lauderdale 2015 Geotechnical engineering/ Water Management 701 SW 71st Avenue exploration for various Improvements, SW 17th Street North Lauderdale, Fl. 33068 improvements. & SW 83rd Avenue, North Mr. Jeremiah Kohnert Lauderdale (954) 724-7070 Commercial Boulevard Buffer City of Tamarac, Public Works 2015 Geotechnical engineering/ Walls, 31st Avenue to 25th 6011 Nob Hill Road exploration for proposed Terrace, Tamarac Tamarac, Fl. 33321 buffer walls. Mr. Alan Lam (954) 597-3707 Delray Shores Water Main City of Delray Beach 2015 Construction material testing Replacement, Delray Beach 434 South Swinton Avenue services during the Delray Beach, Fl. 33444 replacement of water main Mr. Rafael Ballestero sections. (561) 243-7320 C-100A Canal Rehabilitation South Fl. Water Management District 2015 Geotechnical engineering/ Project, Broward County 3301 Gun Club Road exploration of canal banks for West Palm Beach, Fl. 33406 better flow and water quality. Ms. Jennifer Gent, PE (561) 682-2668 Proposed City Hall Municipal The City of Coral Springs 2014 Geotechnical engineering/ Complex and Parking Garage, 4181 NW 121st Avenue exploration for proposed Coral Springs Coral Springs, Fl. 33065 construction. Mr. Ron Stein, CM (954) 346-1739 WWRF Main Gate Renovations City of Miramar 2014 Geotechnical engineering/ 13900 Pembroke Road, 2200 Civic Center Place exploration for proposed Miramar Miramar, Fl. 33025 renovations. Mr. Luis Lopez (954) 602-3316 Crime Scene Investigation City of Miramar 2014 Geotechnical engineering/ Facility Expansion 2200 Civic Center Place exploration for proposed 13900 Pembroke Road, Miramar, FI. 33025 construction. Miramar Mr. Luis Lopez (954) 602-3316 Charlotte Burrie Community City of Pompano Beach 2014 Geotechnical engineering/ Center c/o Synalovski Romanik Saye exploration for the 2669 North Federal Highway, 1800 Eller Drive, Suite 500 construction of a proposed Pompano Beach Fort Lauderdale, Fl. 33316 community center. Ms. Merrill Romanik (954) 961-6806 Nutting 35 E Engineers EbAa inc.,EwhYf11M 19V Year►ar(or/N Oar[onnn emenl City and Government Experience Police Specialty Vehicle City of Miramar 2014 Geotechnical engineering/ Storage Building at the West 2200 Civic Center Place exploration for the Water Treatment Facility Miramar, Fl. 33025 construction of a new single Mr. Luis Lopez story -8,000 square foot (954) 602-3316 vehicle storage building. South County Water Services Palm Beach County - Dept. of 2014 Construction materials testing Replacement- Phase II (WUD Engineering and Public Works services. 12-082) 2300 North Jog Road West Palm Beach, Fl. 33411 Mr. David Young, PE (561) 684-4149 Tennis Complex Storage City of Coral Springs 2014 Geotechnical engineering/ Building 3800 NW 85`h Avenue exploration for the Coral Springs, Fl. 33065 construction of a 30' x 40' Mr. Tom Messenheimer metal storage building. (954) 344-1841 City of Coral Springs Public CPZ Architects, Inc. 2014 Geotechnical engineering/ Works Redevelopment 4316 W. Broward Boulevard exploration for future Plantation, Fl. 33317 redevelopment of the Mr. Chris Zimmerman municipal site. (954) 792-8525 City of Pompano Beach Public West Construction, Inc. 2014 Geotechnical engineering/ Safety Building 318 S. Dixie Highway, Suite 4-5 exploration for the Lake Worth, Fl. 33460 construction of a 10' x 20' Mr. Chris Whitten generator building. (561) 588-2027 16" Force Main Gate Valve Palm Beach County- Dept. of 2013 Construction materials testing Removal - SR 7 & Palmetto Engineering and Public Works services. Park Road (WUD 13-024) 2300 North Jog Road West Palm Beach, Fl. 33411 Mr. David Young, PE (561) 684-4149 Miramar Community and City of Miramar 2013 Geotechnical engineering/ Cultural Amphitheater at 2200 Civic Center Place exploration for the future Miramar Park Miramar, Fl. 33025 construction of a new 4,000 Mr. Luis Lopez person capacity amphitheater Mr. Antoine Rabbat (band shell), 2 small restroom (954) 602-3316 buildings and office building. Temple Boulevard West of Palm Beach County- Dept. of 2013 Construction materials testing 140th Avenue North Water Engineering and Public Works services. Main Extension (WUD 13-023) 2300 North Jog Road West Palm Beach, Fl. 33411 Mr. David Young, PE (561) 684-4149 Riddle Road, Karl Road, Willow Palm Beach County- Dept. of 2013 Performing construction Road and Pine Road Water Engineering and Public Works materials testing services Main Extension (WUD 12-024) 2300 North Jog Road during the installation of the West Palm Beach, Fl. 33411 new water main. Mr. David Young, PE (561) 684-4149 Nutting 36 143 Engineers d flaw,nc.E,tednluC 19p' lbr Meet!kO Com m,.mf City and Government Experience Miramar Police Headquarters City of Miramar 2013 Geotechnical engineering/ 2200 Civic Center Place exploration to evaluate Miramar, Fl. 33025 foundation options for the Ms. Bissy Vempala future construction of a four- (954) 414-8899 story 80,000 square foot police headquarters facility. Belvedere Road & Haverhill Palm Beach County- Dept. of 2013 Performing construction Road Intersection Engineering and Public Works materials testing services for Improvements, (2004516A) 2300 North Jog Road the intersection West Palm Beach, Fl. 33411 improvements. Mr. David Young, PE (561) 684-4149 Hyacinth Avenue City of Delray Beach 2013 Performing construction Improvements, Delray Beach 434 South Swinton Avenue materials testing Delray Beach, Fl. 33444 improvements to the Mr. Bob Diaz, Construction Mgr. drainage along -200 feet of (561) 243-7343 Hyacinth Drive in the Tropic Isles area of Delray Beach. NE 8th Avenue Water Main City of Delray Beach 2013 Performing construction Improvements 434 South Swinton Avenue materials testing during Delray Beach, Fl. 33444 drainage improvements Mr. Bob Diaz, Construction Mgr. along NE 8th Avenue. (561) 243-7343 Congress Avenue Force Main City of Delray Beach 2013 Performing construction Improvements/Replacements 434 South Swinton Avenue materials testing during force Delray Beach, Fl. 33444 main replacement along Mr. Bob Diaz, Construction Mgr. sections of Germantown (561) 243-7343 Road, Lowson Boulevard, Linton Boulevard and Congress Avenue right of way. Niles Channel Directional Eckler Engineering, Inc. 2013 Geotechnical engineering/ Drilling 4700 Riverside Drive, Suite 110 exploration services for the Lower Fl. Keys Coral Springs, Fl. 33067 Installation of a 24-inch Mr. Donald Eckler diameter force main by (954) 510-4700 directional drilling. FKAA- Cudjoe Key Waste Eckler Engineering, Inc. 2013 Geotechnical engineering/ Water Collection System 4700 Riverside Drive, Suite 110 exploration services for the Lower Sugar Loaf Key Coral Springs, Fl. 33067 construction of the Lower Mr. Donald Eckler Sugar Loaf Pump Station. (954) 510-4700 FKAA- Lower Keys Waste Chen Moore &Associates 2013 Geotechnical engineering/ Water Collection, Ramrod Key, 420 Lincoln Road, Suite 700 exploration services for the No Name Key, Little Torch Key, Miami Beach, Fl. 33139 Installation of 150,000 If of Big Pine Key & Lower Sugar Mr. Oscar R. Bello, P.E. gravity sewer lines and Loaf Key (786) 497-1500 associated lift stations (42- 45). Nutting 37 E Engineers City and Government Experience Middle Keys Pump Stations Malcolm Pirnie/Water Division of 2013 Geotechnical engineering/ Middle Plantation Key ARCADIS exploration services for the 2410 Paces Ferry Road, #400 Construction of a vacuum Atlanta, Ga. 30339 pump station (VPS) 20 feet Mr. Wynne Grubbs below land surface. (770) 431-8666 Islamorada Wastewater System Malcolm Pirnie/Water Division of 2013 Geotechnical engineering/ Vacuum Pump Stations ARCADIS exploration services for the Lower Matecumbe Key, Upper 2410 Paces Ferry Road, Suite 400 upgrading/centralizing Matecumbe Key, South Atlanta, Ga. 30339 wastewater management Plantation Key Mr. Wynne Grubbs infrastructure. (770) 431-8666 Town of Mangonia - Pioneer Palm Beach County— Dept. of 2012 Performed construction Road Sanitary Sewer Extension Engineering and Public Works materials testing for the (WUD 13-010) 2300 North Jog Road sanitary sewer extension. West Palm Beach, Fl. 33411 Mr. David Young, PE (561) 684-4149 32nd Drive South Pathway Palm Beach County— Dept. of 2012 Geotechnical engineering/ (2011081-26) Engineering and Public Works exploration services for the 2300 North Jog Road installation of a new pathway West Palm Beach, Fl. 33411 along 32md Drive South. Mr. David Young, PE (561) 684-4149 Jog Road from North of SR 710 Palm Beach County— Dept. of 2012 Performed construction to North of Fl.'s Turnpike Engineering and Public Works materials testing services for Entrance (2009500) 2300 North Jog Road the roadway improvements West Palm Beach, Fl. 33411 along Jog Road. Mr. David Young, PE (561) 684-4149 74th Street North Water Main Palm Beach County— Dept. of 2012 Performed construction Extension (WUD 11-132) Engineering and Public Works materials testing services for 2300 North Jog Road the water main extension West Palm Beach, Fl. 33411 project along 74th Street Mr. David Young, PE South. (561) 684-4149 North State Market Road & SR Palm Beach County— Dept. of 2012 Performed construction 729 4" Directional Drill Water Engineering and Public Works materials testing services Main Crossing (WUD 13-013) 2300 North Jog Road during the water main West Palm Beach, Fl. 33411 crossing installation. Mr. David Young, PE (561) 684-4149 Glades Citizens Villas Drainage Palm Beach County— Dept. of 2012 Construction materials testing Improvements Engineering and Public Works services. 2300 North Jog Road West Palm Beach, Fl. 33411 Mr. David Young, PE (561) 684-4149 Nutting 38 E Engineers d aam mc.,Eweu,nee,ve� VowPre w,1QrCmr Florida Corporate and Engineering Licenses State of Florida Depurtnteiit of State I certify from the records of this office that NUTTING ENGINEERS OF FLORIDA INC is a corpnation organized under the laws of the State of Florida. Ilial on February 16.1967 The document number of this corporation is i I3874. I Muller cenifyt that said corporation has pail all fees due this office through December 31,2018.then its mots recent annual reportlnniform brininess report was tiled on January 13.2018.and that its.tate is active. I farther certil5 that mid corporation has not filed Articles of Dissolution. GA,.marmo,irIaldo Cori Seat 4171.•Sleer fitrAeda er7i0ifµis Csplr(aY M PMatai 4 grJt...Jt MIS • Secretary of State 'rt>ktlg.`iu,taw.CY'aBJa9O.n41 Te annkal a.,fhb(Metaw,.as following,te,AbftS AMA,.and d.0 1 Inabat the ban.lo,.atgat,d. • hap.:.N.k,.bt*4.at$rath4b 1 nurk.u0ntru.Centhst,Authw a u fn State of Florida Board of Professional Engineers Nut tag Engineers of Florida, Inc. FBPE Ir authorized under the provisions of Scctlou 471 021,Florida fit s,to offer engineering services to the public through a Professional Engineer,July licensed uud Chapter 471,Florida Statutes. Expiration: 2/28/2019CA Lc.No: Audit No: 228201906010 NC. viaaa,un'� 606 Nutting4. '°eers" y riE Engineers y of Florida Inc.1 Established 1967 39 owlvERSARy /ourProject is Our Commitment \..6i967_�i, CITY OF MIAMI BEACH PROJECT MANAGER GEOTECHNICAL AND LABORATORY TESTING SERVICES Geotechnical and construction material • testing, special/threshold inspections PRINCIPAL-IN-CHARGE INSPECTION SERVICES \ NUTTING ENGINEERS OF FLORIDA, INC. James J. Flaig, P.E., Principal Richard Wohlfarth, P.E., B.N. Chief Engineer/Threshold Director of Engineering Agent 26 Years with NE 30 Years with NE • Overall Project Oversight / ( ADMINISTRATIVE & SUPPORT i SERVICES Richard lossi, PE, Principal / 30 Years with NE / Stephen Mrachek, P.E. Senior Project Engineer Elizabeth Butler, Principal 1 Years with NE(13 with others) 28 Years with NE Project Management, Budget Preparation, Scheduling Coordination, Clerical Staff, Accounting and Soil Classification, Field and Lab Cl) CADD Services Results Review, Interpretation, CD Report Signing 0 Mattie Allen Safety Officer \ ___.---2 l N GEOTECHICAL DRILLING CONSTRUCTION N SERVICES MATERIALS TESTING 0 Scott Ersland SERVICES Test Borings Coordination, Pavel Cruz Scheduling of Drill Crews Coordination and Scheduling 18 Years with NE 10 Years with NE N. DRILLERS SAMPLING FIELD/LAB Don Tyson TECHNICIANS v Senior Driller Jorge Bosh 35 Years with NE Field Technician C) 6 Years with NE Z" +4 Drilling Technicians/Assistants i +5 Field and Lab Technicians v 40 Miami-Dade County office/laboratory location:Nutting Engineers of Florida, Inc.,2051 NW 112 Avenue,Suite 126,Miami,Florida 33172 Richard Wohlfarth, P.E., B.N. Principal-in-Charge/Director of Engineering FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: University of Florida, Mr. Wohlfarth, P.E., B.N. is the Director of the Engineering Department which Gainesville, Florida includes professional and technical personnel. He also has overall responsibility for the Special Inspection, Construction Materials Testing and Geotechnical Bachelor of Science, Engineering Divisions where he directs training, quality system review and Civil Engineering personnel evaluations. His responsibilities include report review, signing and sealing geotechnical engineering, structural inspection and laboratory testing PROFESSIONAL reports for the company, providing contract negotiation and administration, REGISTRATIONS: budget estimating and project management. Registered Engineer- State of Florida#50858 Mr. Wohlfarth has 26 years of experience (21 with NEF) in various aspects of geotechnical engineering which include determining feasibility of site Registered Building Inspector- development, foundation design analysis and recommendations, engineering State of Florida BN #3580 evaluation for bridge and roadway construction, pavement design for roadways, roadway subgrade stabilization by geotextiles and other means, design of SBCCI #6528 shoring systems for utility trenches and other deep excavations, dewatering methodology for trench and other excavations and backfill procedures, setting ACI Level 1 #991175 up and monitoring pile load tests, and providing value engineering for foundations. UBCI PROFESSIONAL Mr. Wohlfarth has been directly involved for fifteen years in our existing AFFILIATIONS: qualification-based contract with Miami Dade County Board of Commissioners, a contract in place continuously since 2001. Florida Engineering Society *Past Chapter President Mr. Wohlfarth is also the signatory authority for NEF personnel relevant to Miami International Airport which has one of the highest level security badging National Society of Professional processes and requirements in the Nation. Mr. Wohlfarth undergoes yearly Engineers review and attends yearly required meetings to maintain this status. REFERENCES: PROJECT EXPERIENCE: Miami-Dade Aviation Department • City of Miami Beach (Via City and Consultants): Environmental Engineering Dade Boulevard between 17th Street and Convention Center Drive, Division Polo Park drainage evaluation, Hibiscus and Palm Islands pavement P.O. Box 592075 study, Neighborhood #9 City Center bicycle project, Bayshore 8D, Miami, Florida 33139 Neighborhood #8E Sunset Islands 1 & 2 Mr. Joaquin Menendez 305-876-0799 o Bayfront Stormwater Pump Stations on 6th, 10th & 14th Streets o Project 1- South Point Right of Way Infrastructure Improvements, Miami Dade County WASD Phases III, IV and V- 19,000 If of roadway and water main and Mr. Mario Labato stormwater drainage installation Mr. Richard Ziel 786-268-5308/786-268-5422 Project 2- Right of Way Infrastructure Improvements- Replacement of—40,000 If of water mains, re-milling of roadway, streetscapes, parking • City of Miami Beach: Espanola Way Streetscape: Removal of existing paving and replacing with decorative brick pavers between Drexel Avenue and Washington Avenue Nutting R. Wohlfh, Page 1 14e Engineers Richard C. Wohlfarth, P.E., B.N. Principal-in-Charge/Director of Engineering PROJECT EXPERIENCE: • Miami-Dade County, Multiple Departments including: DERM, Public Works, Parks and Recreation, Aviation, Fire Rescue and Water/Sewer. Projects include but not limited to: Miami International Airport North Terminal Development Program, Miami: Performed geotechnical exploration/engineering services for the renovation and addition to existing Terminal (formerly Terminal A), includes Mile Long Terminal and Sky Train. In addition, Nutting Engineers of Florida, Inc. also provided pile load testing, pile installation monitoring and testing of grout, construction material testing of onsite and imported materials, soil density testing, concrete and grout sampling and testing, proctor tests, Limerock Bearing Ratio (LBR)tests, gradation, and special/threshold inspection services on various aspects of the project. Joseph Caleb Center Property, Miami: Phased construction of a three level -149,500 SF parking garage and a 2-story 38,000 SF courthouse annex building on the -1.44 acre site. Miami Drainage Improvements: NE 88th Terrace and Biscayne Boulevard, NW 178th Street between 89th Avenue and 90th Court, SW 131st Street and 89th Court SDWWTP HLD Upgrades: Performed geotechnical exploration/engineering and construction material testing services for upgrades at various areas of the WTP including OSHG (onsite hypochlorite generation), south filter system building, access road, pump station and fire hydrant line. Fire Station #62, Palmetto Bay: Performed geotechnical exploration/engineering services for the future construction of a new one-store, --10,750 SF Fire Station, 25 space parking area, associated asphalt paved driveways and concrete aprons. Additional testing was performed for the septic tank installation on this site, as well as testing for the temporary -1,380 SF trailer, concrete sidewalks and canvas awning/canopy on the adjacent site. • Central Cudjoe Key Regional Wastewater System Extension, 2016: Performed/performing geotechnical exploration/engineering services for multiple phases of the wastewater collection system through the Lower Florida Keys, from Mile Marker MM 17 to MM 33, to provide service to Lower Sugarloaf Key, Upper Sugarloaf Key, Cudjoe Key, Summerland Key, Ramrod Key, Middle Torch Key, Big Torch Key, Little Torch Key, Big Pine Key and No Name Key. • Port of Miami: Rip Rap project at Pilot Station (Miami-Dade Public Works): Installation of rip rap slope protection along -565 If of shoreline at the existing pilot station on Lummus Island New Canopies at Terminal B and C (Grace & Naeem Uddin) • Town of Miami Lakes, projects include, but are not limited to: Town Hall and Public Safety Building: New two to three-story, - 25,000 SF town hall and public safety building Park East: One-story youth center, basketball court, two picnic areas, and dumpster enclosure Sevilla Estates Park Improvements: Various park improvements including a new picnic shelter, playground, basketball half court, observation pier, and asphalt walkways Optimist Park Clubhouse: New one-story, -4,000 SF clubhouse building and drainage improvements Nutting E Engineers R. Wohlfa h, Page 2 pl Hpey lM hteWshd row hl9egrcf H CommitmentCommitmentdw Cer— nt Richard C. Wohlfarth, P.E., B.N. Principal-in-Charge/Director of Engineering PROJECT EXPERIENCE: • Bridge Point Crossroads East, West and South, Hialeah Gardens: Performing geotechnical exploration/engineering, construction materials testing and special inspection services for the construction of four 1-story high-bay warehouse buildings on a -40 acre site, ranging in size from -250,000 SF to -280,000 SF. • Jungle Island Zip Line, Miami: Construction of a zip line course attraction including 9 towers and 8 bridges connecting the towers. • City of Miami Gardens, Rolling Oaks Park: Performed geotechnical exploration/engineering firm for storm water designs and fencing. • City of Miami Beach: Espanola Way streetscape improvements between Drexel and Washington Avenues • South Florida Water Management District: Geotechnical exploration/engineering firm for Canal C-1000A Rehabilitation Project Phase II, SW 168th Street and Old Cutler Road, Palmetto Bay at juncture of L-1 and L-2 Canals • Cudjoe Waste Water Transmission Main: Geotechnical exploration/engineering firm for the installation of 30,000 If of transmission main pipeline, two bridge crossings, two master lift stations - Summerland to Lower Sugarloaf Key, Florida Keys (FKAA project; services through private client) • New Haven Force Main Extension, Overseas Highway from Key Haven Boulevard to Shangri-La Avenue, Key Haven, 2017: Performed geotechnical exploration/engineering services relevant to the proposed installation of -10,000 If of an 8" diameter force main alongside the Overseas Highway to be installed by directional drill methods. • City of Key West Improvement Projects (Five Sites via CH2M Hill): These projects required extensive coordination between the City, and our client. A barge was required for a majority of the drilling program. Mallory Square T-Pier, 2012: Installation of new berthing dolphin at north end of the existing T- pier structure and extension of the existing pier. o Zero Duval Seawall, 2012: Construction of new sheet pile wall outside of the existing wall. o Ferry Terminal Dock Extension, 2012: 121 ft long extension to an existing 180 ft long dock o Ferry Terminal Floating Docks, 2012: 204 ft long floating dock system with 50 ft extension along Trumbo Road Tarpon Pier, 2012: Replacement of the existing 400 ft concrete deck pier. • City of Marathon: LaPalma Property, 2015: Provided geotechnical exploration on a -6 acre generally vacant site with a canal approx. 400' long and 50'wide bisecting the southern half of the property. Exploration included evaluating existing stockpiles of soil measuring 12' in height, 200' by 100' on the site, with the top being accessible to truck mounted drilling equipment, to determine is suitable for fill material. Future plans include constructing a 10,000 SF storage/maintenance building. Reuse Mixing Tank at Marathon Community Park, 2014: Provided geotechnical exploration services for a proposed reuse mixing tank to be constructed as part of using effluent for irrigation. Nutting -Engineers R. Wohlrth, Page 3 ""0f"0t `""" ' "`°1901 Prowf Cam James J. Flaig, P.E., B.N. Principal/Chief Engineer/Threshold/Senior Structural Inspector FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: University of Cincinnati, Mr. James Flaig has been Chief Engineer and Special Inspector for Nutting Cincinnati, Ohio Engineers of Florida, Inc. since 1986. His responsibilities include engineering, Master of Science in Civil inspection and technical activities, project management and business Engineering - Soil development. He has 40 years of experience in geotechnical and foundation Mechanics/Foundations engineering, design, construction inspection, materials testing and inspections. Bachelor of Science in Project types include airports, auditoriums, bridges, commercial buildings, Civil Engineering- residential buildings, convention centers, dams, drainage ditches, embankments, Structures high rise office towers, highways, hospitals and other medical facilities, hotels, PROFESSIONAL industrial plants, landslides (slope stability), railroad yards, retention structures REGISTRATIONS: (permanent and temporary), K-12 buildings and higher educational facilities, Registered Engineer— shopping centers, storage tanks, television towers, tunnels, underpinning State of Florida#21083 structures, water and waste water treatment plants. State of West Virginia #7437 Investigations and studies include site feasibility, foundations for structures, State of Indiana#17036 evaluation of building and earthwork failures and remedial methods, load carrying State of Kentucky#6337 State of Ohio#30929 capacity of piles, drilled piers and structural members, ground improvement methods, pavement design and subgrade stabilization for roadway and airport SFWMD Water Well runways, de-watering for utilities and other deep excavations, and permanent and Contractor temporary shoring systems for trenches and other deep excavations. Threshold Inspector Construction inspections include building superstructures and foundations, earth PROFESSIONAL and rock embankments, dams, retention structures and slope restoration. Mr. AFFILIATIONS: Flaig also serves as special inspector for threshold buildings and has served as Florida Engineering expert witness on a number of projects. Society-Palm Beach Chapter Overall he has been involved in several thousand projects with clients including *Past Chapter President Palm Beach, Broward and Miami-Dade County Engineering and Public Work Florida Institute of Departments, Palm Beach, Broward, Martin, Indian River and Miami-Dade County Consulting Engineers School Districts and many private clients. American Society of Civil Engineers *Past Section President REFERENCES: Mummaw&Associates 1515 N. Federal Highway Boca Raton, Fl. 33432 Mr. Doug Mummaw 561-361-0375 Thornton Tomasetti 101 NE third Avenue, Suite 1170 Ft. Laud., Fl. 33301 Mr. Derek Wassink, P.E. 954-903-9300 Nutting 44 J. Flaig, Page 1 e Engineers of Ela]n iric.i E+t+dV+N 196i Nor l yea Y Or CowwkiMM James J. Flaig, P.E., BN Principal/ Chief Engineer/Threshold/Senior Structural Inspector PROJECT EXPERIENCE: • Naval West, North Miami Beach, Ongoing: New five-story, -88,000 square foot retail and office building with lower level parking • Comfort Inn and Suites, Miami Springs, Ongoing: New eight-story, -80,000 square foot hotel • Cooper City Storage Plaza, Cooper City, Ongoing: New three-story, -118,270 square foot storage facility and a new one-story, -9,230 square foot retail building • Miami City Self Storage, Davie, Ongoing: New three-story, -117,000 square foot self storage facility • Miami Children's Hospital, Miami: 5-story parking garage and 3-story central energy plant, oxygen plant relocation, modular cath lab, proposed generator pad • Miami Dade College, Medical Center Campuses, South Miami: Center for Innovative Medicine: Construction of a 4-story, -60,000 SF building housing medical offices, clinical areas and a garage Center for Learning, Innovation and Stimulation, Ongoing: New three-story, -50,000 square foot building Building No. 400 Parking Garage, Ongoing: New 6-level, -525,000 square foot parking garage • Plantation Key School, Monroe County, Ongoing: New two-story, -100,000 square foot multi-structure educational facility • Gerald Adams Elementary School, Key West: Proposed two-story, -90,000 square foot educational facility • City of Key West: Improvements at Mallory Square T-Pier, Zero Duvall Seawall, Ferry Terminal Dock Extension, Ferry Terminal Floating Docks, Tarpon Pier, Key West • Signature EYW- Proposed Fuel Farm Expansion, 3491 S. Roosevelt Boulevard, Key West • Memorial Hospital West, Pembroke Pines, Ongoing: 7-story, -695,000 GSF expansion to the existing southwest parking garage • Bluesten Park, City of Hallandale, Ongoing: New community recreation center, swim sports facility, field house, pool and children's area, multiple sports courts, and two baseball fields and associated work on a 16.5 acre site • Joe DiMaggio Children's Hospital/ Memorial Regional Hospital: 6-story hospital building, 4-level parking garage, central energy plant, connecting bridge between NICU and new hospital building Memorial Regional Hospital Parking Garage Memorial Regional Hospital 1131 Building Joe DiMaggio Children's Hospital ER Department expansion Memorial Regional Hospital Breast Cancer Relocation project • Broward Medical Center, Fort Lauderdale: 7-story structural steel frame with composite concrete deck system Nutting 4J E Engineers J. Flaig. Page 2 u , s..nywrwce..r.r Mr. Richard lossi, PE Principal/President PROFESSIONAL EXPERIENCE: FORMAL EDUCATION: Mr. lossi's thirty years of experience includes engineering, consulting and Florida Atlantic University, management for environmental, geotechnical, geologic and hydrogeological Boca Raton, Florida studies, construction inspection and materials testing and special projects. - Bachelor of Science, Electrical Engineering Mr. lossi has successfully completed several thousands of environmental projects ranging from 3 days to six years in duration with budgets ranging from - Bachelor of Science, $500 to an excess of $1 million governing groundwater protection. Mr. lossi Ocean Engineering currently supervises/ directs activities (along with Mr. Jan Beernink, Vice President) performed by environmental staff members in the areas of -Bachelor of Science, Environmental Property Assessments (Phase I/ II), storage tank compliance Biological Science and investigations, preparation of Contamination Assessments Reports and PROFESSIONAL Remedial Action Plans, execution of remedial programs, environmental well REGISTRATIONS: design and installations, and indoor air quality investigations. Registered Engineer- Project types include airports, auditoriums, bridges, commercial buildings, State of Florida#42604 marinas, high rise towers, historical structures, hospitals, hotels, industrial plants, retention structures, railroad structures, roadways, schools and other Florida Water Well buildings, shopping centers, television towers, water and waste water treatment Contractor#11108 plant parcels. Mr. lossi is experienced with asphaltic concrete, portland cement concrete, structural steel, soils and other construction materials. OSHA Health & Safety Training for Hazardous Investigation and studies include sound and lighting surveys, site development Waste Sites feasibility, foundations for structures, evaluation of building and earthwork failures and remedial methods, load carrying capacity of piles and drilled piers PROFESSIONAL and structural members, ground improvement methods, groundwater AFFILIATIONS: contamination and remediation, pre-purchase environmental assessments, seismological evaluations and sinkhole studies. Florida Engineering Society- Broward Chapter PROJECT EXPERIENCE: REFERENCE: • Multiple School District Properties, Broward & Miami-Dade Counties: Qualification based contracts with the School Districts since 1987 and Miami Dade Public Schools 2000, respectively. Full scope of environmental services on hundreds of 1450 NE 2nd Avenue properties including Phase I/ II environmental property assessments, Miami, Florida 33132 TCAR, SAR, air quality testing, interim source removal and natural Mr. Juan Salinas attenuation monitoring services. 305- 995-4696 • City Owned Arts Center, Broward County: Retained by an entity to assist with obtaining a General Water Use Permit from SFWMD and approval of a dewatering plan for evaluation of radius of influence of proposed dewatering activities versus the distance to nearest contaminant plumes. As part of the report Nutting inc. the anticipated time lines of the proposed dewatering activities and dewatering details (pump information, proposed dewatering discharge as well as measures to control turbidity). Nutting E Engineers Gt,d&U%,E1JdnlW 1961 R. lossi, age 1 Vow/MO.1N Or CenrWnrwl Mr. Richard lossi, PE Principal/President PROJECT EXPERIENCE: • Proposed Automotive Dealerships, Palm Beach County: Phase II environmental assessments, including soil and groundwater sampling and analysis for specific contaminants of concern on sites slated for future automotive dealerships. • Various Commercial properties, throughout Palm Beach, Broward and Miami-Dade County: Provided asbestos survey and remediation recommendation for various commercial properties. • Proposed Business Park, Pompano Beach: Phase I/II on the subject site which consisted of a -35 acre partially developed. A Site Assessment Report was submitted to EPD and laboratory analytical results of groundwater samples collected from onsite monitoring wells as part of the SAR. • Former Country Club/Golf Course, Broward County: Site assessment report of a former 125+ acre golf course/club, including the play area and the maintenance facility area to determine the soil and groundwater impact (soil quality, the presence of any contaminants) as a result of the storage, usage, handling and application of agrochemicals. Subsequent contamination assessment services were recommended including the installation of groundwater monitoring wells. • City Owned Arts Center, Broward County: Retained by an entity to assist with obtaining a General Water Use Permit from SFWMD and approval of a dewatering plan for evaluation of radius of influence of proposed dewatering activities versus the distance to nearest contaminant plume(s). As part of the report Nutting included the anticipated time lines of the proposed dewatering activities and dewatering details (pump information, proposed dewatering discharge as well as measures to control turbidity). • Multiple School District Properties, Broward & Miami-Dade Counties: Qualification based contracts with the School Districts since 1987 and 2000, respectively. Full scope of environmental services on hundreds of properties including Phase I and Phase II environmental property assessments, TCAR, SAR, air quality testing, interim source removal and natural attenuation monitoring services. • Salvation Army Site, Broward County: Conducted limited site assessment activities at the -12 acre site developed with multiple commercial buildings. The assessment was performed in general accordance with the Contaminated Site Cleanup Criteria set forth in Chapter 62-780, Florida Administrative Code (FAC). • Proposed residential development, Martin County: Phase I site assessment on a 209.7 acre unoccupied parcel • School Board of Indian River County: Bus Transport Site, 1990 25th Street, Vero Beach • School Board of St. Lucie County: Installation of monitoring wells at the Bus Maintenance Area, 2909 Delaware Avenue, Fort Pierce • Numerous school sites for Miami-Dade and Broward County School Districts • Former gas station (private client), North Bay Village: Phase I and Phase II site assessment, contamination assessment activities 14Nutting E Engineers R lossi,4Page 2 Stephen Mrachek, P.E. Project Manager/Engineer FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: University of Florida, Mr. Mrachek joined the team in February 2017 and serves as a Project Gainesville, Florida Manager/Engineer. His responsibilities include preliminary site studies, geotechnical explorations to determine site preparation, feasibility studies for Bachelor of Science-Civil land development, foundation design analysis and recommendations, workload Engineering analysis, observation of piling installations, pile load tests, classification of in- situ soils and field/laboratory materials testing. Mr. Mrachek's experience PROFESSIONAL includes construction layout, prepare surveys and asbuilts for approval from REGISTRATIONS: clients, contractors and the county, collection of field data, layout of structures, buildings and roads and ensuring quality of work being performed in the field by Professional Engineer maintaining correspondence between the office and the contractor. State of Florida#70784 Mr. Mrachek has 13 years of experience in the field of geotechnical Qualified Stormwater engineering and construction management throughout Florida via previous Management Inspector employers. Project experience includes deep foundation, major earthwork, #36236 roadway and high-rise construction projects. USACE Quality PROJECT EXPERIENCE: Management for • City of Miami: Design of hardscape/ landscape improvements and Contractors Certification redesign of drainage between SW 8th Street& SW 7th Street 10 Hour OSHA Construction • Nicklas Children's Hospital, Miami: Proposed construction of a new Safety and Health electrical room. The electrical room will be constructed on a combination of the existing ground floor slab and newly constructed monolithic slab on REFERENCES: grade with non-load bearing CMU infill exterior walls • Proposed Warehouse Complex, Miami: Proposed construction of two Wietsma & Lipollis -35,000 to 40,000 SF warehouse buildings asphalt paved parking and Construction drive areas 3100 NW 2nd Avenue • City of Weston Traffic Mast Arms: Proposed installation of new traffic Suite 404 mast arms at seven intersections within the City Boca Raton, Florida 33431 Mr. William Lippolis • SW-SE Hallandale Beach Drainage Improvements, Hallandale Beach: 561-274-4863 Proposed installation of 72-inch to 18-inch diameter DIP drainage force mains (approx. 3,900 If), a pump station, control structure, and DC Construction Associates seventeen drainage injection wells 546 NW 77th Street • Mills Pond Improvements, Fort Lauderdale: Improvements include the Boca Raton, Florida 33487 construction of new soccer and lacrosse fields, parking areas, associated Mr. David Connor light standards, and a 4-foot high retaining wall 561-988-8505 PROJECT EXPERIENCE VIA PREVIOUS EMPLOYERS: • Army Corp of Engineering, projects include but are not limited to: Replacement of Culverts FC1 and HP7 Herbert Hoover Dike, Glades County, Kissimmee River Public Use Area S-65 D Boat Ramp, Okeechobee County Nutting E Engineers 48 S. Mrachek, Page 1 Your^repo Owe C nn...tr. Scott Ersland Geotechnical Division Manager FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: University of Wisconsin Mr. Ersland is the Department Manager of the Geotechnical and Eau Claire, Wisconsin Environmental Drilling Division for each of our office locations- Miami Dade, Palm Beach, and St. Lucie Counties. This division includes -10 technical field Palm Beach Community personnel and a fleet of 7 truck mounted drill rigs and 1 track rig. College, West Palm Beach Mr. Ersland has been directly involved for fifteen years in our existing qualification-based contract with Miami Dade County Board of Rochester Community Commissioners, a contract in place continuously since 2001. College, Minnesota Mr. Ersland's duties include project planning, proposal and contract PROFESSIONAL preparation and execution of requested services as well as client development REGISTRATIONS: and interaction. He has nineteen years of experience and has coordinated projects requiring standard penetration test borings (SPTs), auger borings, NIOSH 582 Sampling and rock coring and double ring infiltration tests. Mr. Ersland oversees projects Evaluating Airborne Asbestos concerning the installation of monitoring wells, recovery wells, vapor extraction Dust Training wells and air sparge wells; well abandonment, air lifting and South Florida Water Management District and Florida Department of Transportation (FDOT) Asbestos Abatement exfiltration tests. Clients for these projects include, but are not limited to, public Contractor/Supervisor Training and private entities which includes different Engineering and Public Work Course (40 hours) Departments, Water and Sewer Departments and Roadway Divisions; the FDOT; and land developers. Mr. Ersland is familiar with permit acquisition State of Minn. Department of procedures for the South Florida Water Management District, State of Florida Health Asbestos Abatement Department of Health and Rehabilitative Services and the FDOT. Site Supervisor Mr. Ersland is OSHA health and safety trained and responsible for the oversite OSHA training for Hazardous and implementation of safety procedures of his field personnel. He ensures Waste Operations and that proper safety precautions are used by his personnel, and that proper Emergency Response sample handling techniques maintain the integrity of the samples. A few significant projects in which Mr. Ersland has coordinated the drilling Annual 8-Hour OSHA efforts include Miami International Airport, Miami-Dade County Public Schools Refresher Course for Working projects, Turnpike and 1-95 projects and miles of drilling throughout Monroe at Hazardous Sites County for infrastructure improvements and studies. PROFESSIONAL PROJECT EXPERIENCE: AFFILIATIONS: • Miami-Dade County, Multiple Departments including: DERM, Public State of Florida Water Well Works, Parks and Recreation, Aviation, Fire Rescue and Water/Sewer. Contractor#11110 Projects include but are not limited to: 18" Sewer Force Main along Miami Lakes Road, Miami Lakes: The National Groundwater Performed geotechnical exploration/engineering services along a Association 3,000 LF stretch of Miami Lakes Road for the future installation of a new sewer force main. 30" DI Water Main at 157th Avenue, Miami: Performed geotechnical exploration/engineering services for the installation of a new 30" DI water main along a --1,400 LF stretch of SW 157th Avenue from SW 36th Terrace to SW 32nd Terrace. 14Nutting E Engineers 49 d rlo,m.Inc� .oxwd 1967 S. Ersland, Page 1 Ye rhoO,, ew,k,,,C„ ,, Scott Ersland Geotechnical Division Manager PROJECT EXPERIENCE: • Miami-Dade County, Multiple Departments - Continued: Fire Station #62, Palmetto Bay: Performed geotechnical exploration/engineering services for the future construction of a new one-store, -10,750 SF Fire Station, 25 space parking area, associated asphalt paved driveways and concrete aprons. Additional testing was performed for the septic tank installation on this site, as well as testing for the temporary- 1,380 SF trailer, concrete sidewalks and canvas awning/canopy on the adjacent site. Opa Locka Airport Taxiway and Apron Rehabilitation, Opa Locka: Performed geotechnical exploration/engineering services including asphalt cores to determine the serviceability of the existing asphalt paved taxiway and apron. SDWWTP HLD Upgrades: Performed geotechnical exploration/engineering services for upgrades at various areas of the WTP including OSHG (onsite hypochlorite generation), south filter system building, access road, pump station and fire hydrant line. Performing geotechnical engineering and construction material testing services. NW 87th Avenue Drainage Improvements: Performed geotechnical exploration/engineering services for the drainage improvements along a -1,700 LF stretch of NW 87th Avenue. • Town of Miami Lakes, projects include but are not limited to: Town Hall and Public Safety Building: Performed geotechnical exploration/engineering services for the construction of a new two to three-story, - 25,000 SF town hall and public safety building. Park East: Performed geotechnical exploration/engineering services for the construction of a one- story youth center, basketball court, two picnic areas, and dumpster enclosure. Sevilla Estates Park Improvements: Performed geotechnical exploration/engineering services for various park improvements including a new picnic shelter, playground, basketball half court, observation pier, and asphalt walkways. Optimist Park Clubhouse: Performed geotechnical exploration/engineering services for the construction of a new one-story, -4,000 SF clubhouse building and drainage improvements. • City of Miami Beach: Performed geotechnical exploration/engineering services for various projects inc: o Neighborhood #8E Sunset Islands 1 and 2 o Bayshore#8D Sunset Islands 3 and 4 o Hibiscus and Palm Islands pavement study o Flamingo Towers seawall • City of Miami Beach (on behalf of Bergeron Land Development): Performed geotechnical exploration/engineering services for various projects including: o Miami Beach Convention Center new pump station and seawall installation o Future installation of four traffic signal mast arms at the intersection of 10th Street and 17th Street o Bayfront Storm Water Pump Stations, 6th, 10th & 14th Streets • Multiple Pump Station Replacements and Improvements, Multiple Locations, Miami (on behalf of Stantec Consulting Services): Performed geotechnical exploration/engineering for multiple pump station improvement projects including: o Proposed submersible pumps at station #0688 and #819 o Upgrades and 200' new force main at station #0076 o General upgrades at station #870, #0689, #0124 and 0105 Nutting S. Ersland, 1359e 2 E Engineers dfkrNi� E+ueuvvd�ae> Yw nq«rn Ow(onnmrwl Don Tyson Drilling Field Supervisor/Senior Driller FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: High School Graduate Mr. Tyson has been Drilling Field Supervisor/ Senior Drilling Technician at Nutting Engineers Of Florida, Inc. for 46 years. His many years of professional experience REGISTRATIONS: include the performance of deep and shallow subsurface explorations of soil and rock on both land and water. His experience includes hundreds drainage American Concrete percolation tests performed by South Florida Water Management District (SFWMD) Institute methods and the installation of hundreds of monitoring wells throughout the state of Florida. Mr. Tyson is knowledgeable of geologic conditions throughout Florida and Troxler Nuclear provides significant input for various subsurface investigations. Mr. Tyson oversees the direct field training of new crew members ensuring they are confident in LPS Certified (Safety performing their duties prior to working independently. Program-Arcadis & Handex) Mr. Tyson has been directly involved for fifteen years in our existing qualification-based contract with Miami Dade County Board of OSHA Health & Safety Commissioners, a contract in place continuously since 2001. Mr. Tyson's Training for Hazardous tenure in the industry has given him exposure to thousands of projects including Waste Sites roadways, industrial and commercial buildings, hospitals and medical office facilities, low to high rise condominium and office buildings, bridges, hospitals, all First Aid/CPR Training types of educational facilities, as well as geotechnical explorations for buildings up to 74 stories in height. PROJECT EXPERIENCE: • Miami-Dade County, Multiple Departments including: DERM, Public Works, Parks and Recreation, Aviation, Fire Rescue and Water/Sewer. Projects include but are not limited to: SDWWTP HLD Upgrades: Performed geotechnical exploration/ engineering services for upgrades at various areas of the WTP including OSHG (onsite hypochlorite generation), south filter system building, access road, pump station and fire hydrant line. Performing geotechnical engineering and construction material testing services. 30" DI Water Main at 157th Avenue, Miami: Performed geotechnical exploration/engineering services for the installation of a new 30" DI water main along a —1,400 LF stretch of SW 157th Avenue from SW 36th Terrace to SW 32nd Terrace. NW 87th Avenue Drainage Improvements: Performed geotechnical exploration/engineering services for the drainage improvements along a —1,700 LF stretch of NW 87th Avenue. Fire Station #62, Palmetto Bay: Performed geotechnical exploration/ engineering services for the future construction of a new one-store, —10,750 SF Fire Station, 25 space parking area, associated asphalt paved driveways and concrete aprons. Additional testing was performed for the septic tank installation on this site, as well as testing for the temporary—1,380 SF trailer, concrete sidewalks and canvas awning/canopy on the adjacent site. Nutting D. Tyson, age 1 E Engineers rl cbida Inc.EuabClMd 1967 ft.*. CrMn�1 Don Tyson Drilling Field Supervisor/Senior Driller PROJECT EXPERIENCE: • City of Miami Beach: Performed geotechnical exploration/engineering services for various projects including: Neighborhood #8E Sunset Islands 1 and 2 o Bayshore#8D Sunset Islands 3 and 4 o Hibiscus and Palm Islands pavement study o Normandy Shores Golf Course Club House Replica o Flamingo Towers Seawall • Town of Miami Lakes, projects include, but are not limited to: Town Hall and Public Safety Building: Performed geotechnical exploration/engineering services for the construction of a new two to three-story, - 25,000 SF town hall and public safety building. Park East: Performed geotechnical exploration/engineering services for the construction of a one-story youth center, basketball court, two picnic areas, and dumpster enclosure. Sevilla Estates Park Improvements: Performed geotechnical exploration/engineering services for various park improvements including a new picnic shelter, playground, basketball half court, observation pier, and asphalt walkways. Optimist Park Clubhouse: Performed geotechnical exploration/engineering services for the construction of a new one-story, -4,000 SF clubhouse building and drainage improvements. • City of Miami Springs, Aquatic Facility: Performed geotechnical exploration/engineering services for the planned demolition of the existing pool and associated structures to make way for a new aquatic center at the site. • South Florida Water Management District: Stormwater Treatment Area (STA-1W) and L-7 levee, A. Marshall Refuge, Palm Beach G-103 Weir Replacement, Lake Kissimmee State Park G-87 Gate Replacement, Canal at SWC of Flamingo Drive and Sheridan Street S-124 Culvert Replacement and Automation, Markham Park G-136 Culvert Replacement at juncture of L-1 and L-2 Canals • City of Marathon (for the City and consultant): Coco Plum Drive Evaluation, Coco Plum Drive Pedestrian Bridge, Sombrero Boulevard shoulder improvements, Reuse Mixing Tank for Community Park, La Palma Property stockpile evaluation. • City of Key West (via consultant), projects include but are not limited to: Improvements at Mallory Square T-Pier, Zero Duvall Seawall, Ferry Terminal Dock Extension, Ferry Terminal Floating Docks, Tarpon Pier, Key West, Simonton Road Drainage Evaluation, Key West Public Transportation Facility, VFD Wastewater Pump Station Upgrades, Truman Waterfront Park Improvements, Sailfish Pier Improvements, Smather's Beach Restroom, Truman Waterfront Park Restroom, Dolphin Pier Improvements. Nutting 52 E Engineers F.t.kVYx+1 x`67 D. Tyson, Page 2 Fs Our(tet Pavel Cruz Field Operations/Lab Manager, Miami Office/Laboratory FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: Mr. Cruz serves as Field Operations Manager for Nutting Engineers of High School Graduate Florida, Inc. with ten years experience in testing and inspecting soils and concrete. His responsibilities include, but are not limited to: Quality Control PROFESSIONAL and Quality Assurance of field and laboratory testing, assigning and monitoring field duties, ensuring top-quality performance of field inspectors REGISTRATIONS: and technicians, coordinating various tests as they pertain to individual projects, training and educating field technicians as to proper testing and ACI Concrete Field Testing inspection practices and procedures. Technician, Level 1 Mr. Cruz's experiences include a wide variety of drilling and sampling methods as well as laboratory testing procedures and practices. He also ACI Concrete Strength Testing provides contract negotiation, project management and assists in educating Technician clients with proper quality control practices and related questions. ACI Concrete Lab Testing Projects have included extensive roadway improvements, extensions, Technician, Level 1 widening, drainage improvements, park and recreation facilities, parking lots, administration buildings, airport improvements and expansions. Certified Nuclear Moisture Services directly for the Public Works (P/VV) and/or Water and Sewer (W/S) Density Gauge Operator Departments included geotechnical exploration/engineering and/or construction material testing relevant to the repair of asphalt, drainage, CMEC Concrete Cylinder Testing sanitary lines and/or water mains including but not limited to installation new Technician storm sewers and portable water lines and other improvements through the areas including soil borings, soil density testing, concrete and grout sampling and testing, proctor tests, Limerock Bearing Ratio (LBR) tests, REFERENCES: gradation. These services were provided for various other departments and multiple project types for Aviation, Parks and Recreation, Waste Miami-Dade Aviation Department Management, and Internal Services. Environmental Engineering Division PROJECT EXPERIENCE: P.O. Box 592075 • Multiple sites for the Florida Keys Aqueduct Authority (FKAA) including: Miami, Florida 33139 water and waste water lines, Duck Key, water and waste water lines, Mr. Joaquin Menendez Layton Key, distribution system upgrade @ MM70.1, Long Key, 305-876-0799 proposed Waste Water Treatment Plant and vacuum pump station sites, Conch Key, waste water and water lines, City Of Marathon. City of Miami Public Works • NW 42nd Avenue Bridge: Geotechnical exploration/engineering and 111 NW 1st Street construction materials testing services for the construction of the NW Suite 1420 42nd Avenue Bridge over Carol City Canal. Miami, Florida 33128 • City of Miami Beach (on behalf of the City): Neighborhood #8E Sunset Mr. Danny Fernandez Islands 1 and 2; Hibiscus and Palm Islands Pavement Study; 305-951-1267 Neighborhood #9 City Center Bicycle Project; Bayshore 8D. bsi 1: Nutting E Engineers P. Cruz, Page 1 Pavel Cruz Field Operations/Lab Manager, Miami Office/Laboratory PROJECT EXPERIENCE: • Miami Dade County Public Works (Construction Division and Waste Management) and Water and Sewer Department, 2012-2017 time frame: Drainage improvements for Project East Westchester at 3 locations including the construction and installation of drainage structures, french drains, miscellaneous drainage improvements, misc. roadway restoration, concrete curb and gutters, and sidewalks • Drainage improvements at SW 131st Street & 89th Court, Miami o Traffic improvements at NW 53rd Terrace from NW 72nd Avenue to NW 69th Avenue, Miami o Intersection improvements at NW 78th Avenue and NW 37th Street, Miami o Intersection improvements at Rickenbacker Causeway and Virginia Beach Drive o Traffic improvements at NW 67th Avenue and NW 202nd Street, Miami o Stormwater Pump Station telemetry unit installation, repairs and upgrades o Intersection improvements at SW 169th Avenue and Kendall Drive, Kendall o Pump Station Improvement Program: consists of managing the upgrades to the MDWASD Wastewater Collection and Transmission System (WCTS) that includes sanitary sewer collection system, pump stations and force mains upgrades o Pump station 0399 o Installation of new 12" and 8"water main at SW 4th Street between SW 22nd and 27th Avenue, Miami, 09/2014 (W/S)Water main leak repair at 181 NE 82nd Street Installation of water main at NW 154th Street between NW 84th Avenue and NW 87th Avenue, Miami Lakes Pipe backfill operations at SW 104th Avenue and SW 60th Street, Miami • Miami Dade Aviation Department, North Terminal Development Program at Miami International Airport- Renovation and addition to existing Terminal (formerly Terminal A), Mile Long Terminal & Sky Train: Transformation of Concourses A through D from a finger type configuration to a more efficient mile long linear configuration. Addition of nine additional gates for a total of 50 gates, 20 refurbished jet bridges, 28 new jet bridges, 1.8 M SF of renovated space including exterior renovations and 1.9M SF of new construction. Additional construction included a 400,000 SF federal inspection building and a mile-long roof-top Skytrain, connecting one end of the terminal to the other with various stops along the way. Services included geotechnical exploration/engineering, pile load testing, pile installation monitoring and testing of grout, construction material testing of onsite and imported materials, soil density testing, concrete and grout sampling and testing, proctor tests, Limerock Bearing Ratio (LBR)tests, gradation, and special/threshold inspection services on various aspects of the project. Nutting 54 E Engineers , IwWinc.£,,bh hed,961 P. Cruz, Page 2 Your Pre).r n Our Cw m:bowl Pavel Cruz Field Operations/Lab Manager, Miami Office/Laboratory PROJECT EXPERIENCE: • Downtown Miami Beautification, Miami: Assigned for material testing services including earthwork inspections, densities, collecting for proctors and sieves, concrete testing, and asphalt coring and measurements for improvements along Flagler Drive. • Bridge Point Crossroads East, West and South, Hialeah Gardens: Performing geotechnical exploration/engineering, construction materials testing and special inspection services for the construction of four 1-story high-bay warehouse buildings on a —40 acre site, ranging in size from —250,000 SF to —280,000 SF. • Banner Storage Facility, Miami: Performing geotechnical exploration/engineering, construction material testing and threshold inspection services for the five-story with mezzanine, 70,384 square foot storage building. Construction type is spread footings, cast-in-place concrete, steel columns and steel beams with steel decking and cast-in-place concrete, concrete unit masonry, utilities and paving. • Miami City Self Storage Building, Davie: Performing geotechnical exploration/engineering, construction material testing, asphalt monitoring and threshold inspection services for a three-story—117,500 SF warehouse building. • Miami Children's Hospital, Miami: Performing geotechnical exploration/engineering, pile installation monitoring, construction material testing and threshold inspection services for the 5-story parking garage and 3-story central energy plant. • Joe DiMaggio Hospital at Memorial Regional Hospital, Hollywood: Performing geotechnical exploration/engineering, pile installation monitoring, construction material testing and threshold inspection services for 6-story hospital building, 4-level parking garage central energy plant, and pedestrian bridge to NICU. • Memorial Regional Hospital, Hollywood: Performing geotechnical exploration/engineering, pile installation and grout monitoring and construction material testing services for the Phase II neonatal intensive care unit (NICU), garage and central energy plant. • Murray Nelson Government Center, Key Largo: New generator pad addition. • Plantation Key School K-8 Phased Replacement, Tavernier: New two-story, —100,000 square foot multi-structure educational facility. The building is to be tilt-wall construction, spread footings with —300 hold-down augercast piles being placed, structural steel, steel truss joists with metal deck and cast-in- place concrete, as well as associated paving and utilities. Nutting 143 Engineers P. Cruz, Pike 3 Javier Bautista Field Technician, Miami Office/Laboratory PROFESSIONAL EXPERIENCE: FORMAL EDUCATION: Mr. Bautista's twelve years of experience (ten with Nutting) includes High School Graduate construction materials quality control testing and inspection, embankment testing and inspection, pavement subgrade and base course testing and PROFESSIONAL inspection, demucking inspection, structural and concrete, concrete testing REGISTRATIONS: and inspection, installation inspection and pipeline backfill test inspection. Mr. Bautista is capable of performing the following geotechnical engineering ACI Concrete Field Testing tests and inspections: demuck inspection and earth work monitoring, pile load Technician test monitoring and pile installation monitoring and testing; construction Troxler Nuclear Gauge material testing of concrete cylinders, slump and beams, mortar cubes, grout prisms, sub grade and base course testing, pipe backfill and building pad FDOT CTQP Earthwork density, familiar with Windsor probe, static cone penetrometer, and light Construction Inspector- weight concrete roof fastener pull test. Experienced with asphalt, Limerock Level 1 and concrete coring, and asphalt placement monitoring inc. recording the FDOT CTQP Asphalt Paving temperature, spread rate, and total tonnage of asphalt placed, and Technician - Level 1 backscatter densities. Mr. Bautista also performs structural/ welding inspections, fire proofing Hazmat Certification inspections, and post tension cables stress monitoring. RELEVANT EXPERIENCE: REFERENCE: Miami Dade County Board of Commissioners: Various roadway improvements, Miami-Dade Aviation extensions, widening, drainage improvements (and park and recreation Department facilities, parking lots, administration buildings): Qualification based contract MIA Building 5 PO Box 025504 since 2001 Miami, Fl. 33102 • East Westchester Drainage Project, Miami, 02/2018 (P/W) Mr. Miguel Riera, PE • Roadway Improvements to SW 142 Avenue from SW 26 Street to SW 8 305-876-0596 Street, 04/2017 (P/W) MRiera@miami-airport.com • Drainage Improvements to SW 125 Avenue, Miami, 01/2017 (P/W) • 8" Diameter Water Main Installation, SW 1st Avenue, Miami, 06/2016 (W/S) • Pump Station No. 76 Upgrades, Miami, 06/2016 (W/S) • SW 78 Place Drainage, Miami, 02/2016 (P/W) • Pump Station No. 0399 Upgrades, Miami, 11/2015 (W/S) • NW 53rd Terrace from NW 72nd Avenue to NW 69th Avenue, Miami, 05/2014 (P/W) Services for the Public Works (P/W)or Water and Sewer(W/S) Departments included construction material testing relevant to the repair of asphalt, drainage, sanitary lines and/or water mains including but not limited to installation new storm sewers and portable water lines and other improvements through the areas including sieve analysis, moisture/organic contents and field density tests for fill and backfill, subgrade and base course, backscatter densities, concrete sampling and testing, proctor maximum dry density tests (AASHTO T-180), Limerock Bearing Ratio (LBR)tests, gradation. 14- Nutting 6 Engineers J. Bautissa, Page 1 Your Pro"""`"'Co"'"°"" Javier Bautista Field Technician, Miami Office/Laboratory PROJECT EXPERIENCE: • Various Roadway and Infrastructure Construction, Repairs and Improvements, Throughout Broward and Miami-Dade Counties: 07/2011-09/2014 • NE 167th Street and NE 22nd Ave Pavement, Miami 01/2017 (P/W) o Assignment 28 Drainage and Road Improvements Multiple sites, Miami 07/2016 (P/W) o SW 120th Street and SW 122nd Avenue Road widening and Median, 03/2016 (P/W) o Roadway Improvements Alley North of SW 815`Street between SW 67th Avenue and SW 69th Avenue, Miami 02/2016 (P/W) o Drainage Improvements NE 88th Terrace and Biscayne Boulevard, Miami 05/2015 (P/W) o Drainage Improvements South Miami Avenue from 25th Road to 21st Road, Miami 02/2015 o Drainage Repair, 5915 NW 12th Street, Sunrise, 09/2014 o Drainage Repair, 20135 SW 123rd Drive, Miami, 09/2014 o Sanitary Line Repair, 2349 NW 35 St, Miami, 07/2014 Water Main Improvements 43rd Street between Indian Creek and Collins, Miami, 04/2014 Services included construction material testing relevant to the repair of asphalt, drainage, sanitary lines and/or water mains including but not limited to installation new storm sewers and portable water lines and other improvements through the areas including soil density testing, concrete and grout sampling and testing, proctor tests, Limerock Bearing Ratio (LBR)tests, gradation, asphalt placement monitoring and testing. • Bridge Point Commerce Center, Miami Gardens, Ongoing since 07/2013, 06/2017: Project includes a one-story—255,300 square foot high-bay warehouse building on a —14-acre property. As part of the project, a lake covering approx. 2.4 acres was backfilled. After backfilling, deep dynamic compaction was used to improve the density of the backfilled soils. The building is being constructed using cast-on-site concrete tilt-wall panels supported on continuous and spread footings, interior structural steel columns, beams, and steel bar joists at the roof. (Nutting Engineers of Florida, Inc. performed the geotechnical exploration on this site in July 2013. Construction services started mid-2017.) Services included monitoring earthwork, building pad preparation, and asphalt placement, density testing for site and building fill, subgrade and backfill, laboratory moisture density proctor tests, Limerock Bearing Ratio (LBR)tests, floor flatness testing, concrete and masonry grout prism testing. Mr. Bautista's monitoring services of the asphalt placement includes recording the temperature, spread rate, and total tonnage of asphalt placed, and backscatter densities. • Various Aviation Construction, Repairs and Improvements at Miami International Airport via a Qualification- Based Contract o Taxiway Q8 and Gates H10 and H12 Pavement Repairs, 10/2017 o Spot 22 Pavement Repairs, 10/2017 Services included asphalt coring and measuring during preliminary investigation, and monitoring asphalt placement including recording the temperature, spread rate, and total tonnage of asphalt placed, and backscatter densities during repairs. Nutting J. Bautis , Page 2 E Engineers Mrh r60rCSN • Memorial Parking Garage Expansion, Ongoing: Assigned for material testing services including pile installation monitoring, densities, collecting for proctors and sieves, and concrete testing for a seven-story—695,000 SF garage expansion. • Miami City Self Storage Building, Davie, Ongoing: Assigned for material testing services including earthwork inspections, densities, collecting for proctors and sieves, concrete testing including air content, and asphalt monitoring for a three-story —117,500 SF warehouse building. • Downtown Miami Beautification, Miami, 2016: Assigned for material testing services including earthwork inspections, densities, collecting for proctors and sieves, concrete testing, and asphalt coring and measurements for improvements along Flagler Drive. Nutting J. Bautis g, Page 3 Engineers ✓arhs/rtfb W Cws.an. Jorge Bosch Field Technician, Miami Office/Laboratory FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: High School Graduate Mr. Bosch's six years of experience includes construction materials quality control testing and inspection, embankment testing and inspection, pavement subgrade and base course testing and inspection, demucking inspection, PROFESSIONAL structural and concrete, concrete testing and inspection, installation inspection REGISTRATIONS: and pipeline backfill test inspection. ACI Concrete Field Testing Mr. Bosch is capable of performing the following geotechnical engineering Technician tests and inspections: demuck inspection and earth work monitoring, pile load test monitoring and pile installation monitoring and testing; construction Troxler Nuclear Gauge material testing of concrete cylinders, slump and beams, mortar cubes, grout prisms, sub grade and base course testing, pipe backfill and building pad REFERENCE: density, familiar with Windsor probe, static cone penetrometer, and light weight concrete roof fastener pull test. Experienced with asphalt, limerock and Miami-Dade County Public concrete coring, hand auger borings and soil description. School - Office of Facilities PROJECT EXPERIENCE: and Construction 1450 NE 2nd Avenue, Room • Miami-Dade County Public Schools (Qualification Based Contract), 318 projects include, but not limited to: Miami, Florida 33132 Miami Norland Senior High School Expansion, Miami Gardens: Mr. Juan C. Salinas Performed geotechnical exploration/engineering, construction 305-995-4696 material testing and inspection services for the construction of three (3) new one, two, and three-story buildings at the existing school complex, and installation of a new drainage system. Silver Bluff Elementary School, Miami: Performed geotechnical exploration/engineering and construction material testing for the construction of a new one-story, —7,000 SF building, new sidewalks and covered walkways. Robert Renick Education Center Covered Canopy and Playground: Performing construction material testing for the new play area. • Miami Dade County Public Works (Construction Division and Waste Management) and Water and Sewer Department, 2014-2018 time frame: Roadway improvements at SW 142 Avenue between SW 26 Street and SW 8 Street, Miami, 2017, (P/VV) Drainage improvements at NW 36 Street, NW 75 Street and NW 44 Street, Miami, 2017, (P/W) o Pump Station No. 76, Miami, 2016 (WASD) o Intersection improvements, various locations throughout Miami, 2015 and 2016, (P/VV) o 30" diameter water main at 157 Avenue, Miami, 2016 (WASD) Nutting 5 143Engineers J. BOSCn9 Page 1 Jfbidi""`"'�'�`"*' Jorge Bosch Field Technician, Miami Office/Laboratory PROJECT EXPERIENCE: • Continued- Miami Dade County Public Works (Construction Division and Waste Management) and Water and Sewer Department (2013- 2018 time frame) Drainage improvements at South Miami Avenue from 25th Road to 21st Road, Miami, 2015, (P/W) Drainage improvements at NW 178th Street between 89th Avenue and 90th Court, Miami, 2015 (P/W) Drainage improvements at NE 88th Terrace and Biscayne Boulevard, 2015, (P/W) o Traffic improvements at NE 211th Street and NE 12th Avenue, Miami, 2014 (P/W) o Drainage improvements at NW 53`d Terrace from NW 72nd Avenue to NW 69th Avenue, Miami, 2014 (P/W) o Intersection improvements at Rickenbacker Causeway and Virginia Beach Drive, 2014 (P/W) o Traffic improvements at Ives Dairy Road and NE 12th Avenue, Miami, 2013 (P/W) o Traffic improvements at NW 67th Avenue and Lochness Drive, Miami, 2013 (P/W) o Improvements at Floral Park Area, NW 17th Avenue from NW 22nd Avenue to NW 54th Street and NW 62nd Street; adjustment of valve boxes and manholes, milling and resurfacing and pavement markings. Pump Station Improvement Program: Consists of managing the upgrades to the MDWASD Wastewater Collection and Transmission System (WCTS) that includes sanitary sewer collection system, pump stations and force mains upgrades Alexander Orr WTP Upgrades including underground electrical upgrades from tanks to High Service Pump room, 2013 (W/S) Installation of water main at NW 154th Street between NW 84th Avenue and NW 87th Avenue, Miami Lakes, 2013 (W/S) Pipe backfill operations at SW 104th Avenue and SW 60th Street, Miami, 2013 (W/S) • Waste Management Inc: Homestead Landfill and Recycling Facility Improvements, 11695 SW 328th Street, Homestead Medley Landfill Improvements, NW 93rd and NW 89th Avenue, Medley • Miami Children's Hospital, Miami: 5-story parking garage and 3-story central energy plant. Provided geotechnical engineering, pile installation monitoring, construction materials testing, threshold inspection services. • Town of Miami, Lakes Sevilla Estates Park: Improvements included a picnic shelter, playground, basketball half court and observation pier, asphalt walkways. • Oak Grove Park Improvements, North Miami: Improvements included four new tennis courts and connecting sidewalks. • 595 Corporate Park, 13072 West State Road 84, Davie: Construction of four one-story, tilt-wall warehouse buildings ranging from —23,000 SF to —32,000 SF. Nutting Engineers bU mow c.Wawa, J. Bosch, Page 2 mhMKb.Our Co-M.. James Harper, BN Senior Structural Inspector FORMAL EDUCATION: PROFESSIONAL EXPERIENCE: As Senior Structural Inspector, Mr. Harper works very closely with Mr. Rick Union Trade School, Wohlfarth, P.E. (Principal/Director of Engineering) and Mr. Jim Flaig, P.E. Miami, Florida 1990 - (Principal/Chief Engineer) in the performance of special and threshold inspections 1993 in Florida. Besides structural inspections, his duties include overseeing the department team of four other inspectors and assigning their projects, overseeing PROFESSIONAL their daily practices and work habits, and reviewing their reports. He works REGISTRATIONS: closely with Mattie Allen (Safety Director) to ensure the inspectors are performing their services in a safe manner. Hr. Harper has been with Nutting Engineers of Registered Building Florida, Inc. (NE)for seventeen years. Inspector- State of Florida BN #4544 Structures have been 1-story to 30 stories in height. He has monitored installation of reinforcing steel and post tensioning of cables on reinforced concrete flat plate, post tensioned buildings and CMU construction. Mr. Harper has 20 years of past experience with structures. Besides Mr. Harper's 10 years providing structural inspections for NE, he worked as a steelworker on reinforced concrete, post- tension and structural steel structures. He ultimately was promoted to foreman and worked on 2-story to 10-story reinforced concrete frame structures. Mr. Harper has been the NE Threshold Inspectors Agent for several multi-story commercial complexes, numerous educational facilities (K-12) and higher, single family residential projects, and low to high rise condominiums. Inspections included tilt-up to 5-stories with structural steel interior framing, masonry, post- tension precast concrete joists and structural steel frame. PROJECT EXPERIENCE: • Miami Children's Hospital, Miami: 5-story parking garage and 3-story central energy plant, oxygen plant relocation, modular cath lab, generator pad. • Plantation Key School, Monroe County, Ongoing: New two-story, —100,000 SF multi-structure educational facility. Construction type is tilt-wall, spread footings with 300 hold-down auger cast piles, structural steel, steel truss joists with metal deck and CIP concrete. • Joe DiMaggio Children's Hospital/ Memorial Regional Hospital: 6-story hospital building, 4-level parking garage, central energy plant, connecting bridge between NICU and new hospital building o Memorial Regional Hospital Parking Garage o Memorial Regional Hospital 1131 Building o Joe DiMaggio Children's Hospital ER Department expansion o Memorial Regional Hospital Breast Cancer relocation project Nutting 61 E Engineers J. Harper, Page 1 dRonda Inc 1Et'aa'sf W'967 Yew holed isOwe cwt James Harper, BN Senior Structural Inspector PROJECT EXPERIENCE: • Center for Innovative Medicine, South Miami: Construction of a 4-story, -60,000 SF building housing medical offices, clinical areas and a garage • Sawgrass Mall Phase I and II, Sunrise: Ongoing, Phase I: New four-story, -520,000 SF parking structure, Phase II: Three (3) new one-story buildings totaling -94,000 SF • Sistrunk Townhomes, Fort Lauderdale, Ongoing: Four(4) new three-story, townhome buildings totaling 71,975 GSF (24 units total) • Lemon City Storage, Miami: New five-story, -70,380 SF storage facility with mezzanine • Bridge Point Crossroads South, Hialeah: New single -story high bay warehouse with a footprint area of-250,000 SF • Oxygen Development Corporate Headquarters, Palm Springs: 217,500 SF tilt-up building with the roof and 2nd level deck comprised of double "T"s; 44,000 SF of two-story office space with a 300' x 50' truck loading court (Portland cement concrete pavement) located along the entire south side • FED-EX Distribution Center, West Palm Beach: 1-story high bay tilt-up with interior structural steel frame, vibro-replacement below ground slab and augercast pile foundation • City of Lauderhill City Hall, Lauderhill: 4-story tilt-up with interior structural steel frame and composite deck floor system; spread footing foundation • Municipal Building, Village of Wellington: 2-story 100,000 SF municipal building • Lauderhill Performing Arts Center and Library, Lauderhill: Two-story 29,000 SF performing arts center and adjacent 10,000 SF library. Tilt wall construction with one common tilt wall; interior included some structural steel, flat roof structure. Supported on spread footings after intensive surficial compaction with a large vibratory roller. • Bridge Point Port 95 Industrial Park, Dania Beach: Two one-story industrial warehouse buildings, 96,000 SF, 134,000 SF with cast-on-site concrete tilt-wall panels, continuous and spread footings, interior structural steel columns, beams • Broward General Medical Center, Fort Lauderdale: 7-story structural steel frame with composite deck floor system, augercast pile foundation • Joe DiMaggio Hospital at Memorial Regional Hospital: 6-story hospital building, 4-level parking garage, central energy plant, connecting bridge between NICU and new hospital building • Broward General Medical Center, Fort Lauderdale: 7-story structural steel frame with composite deck floor system, augercast pile foundation • Garfield Parking Garage, Hollywood: 5-level concrete frame with post tensioned concrete decks, augercast pile foundation • "W" Fort Lauderdale: Twin 30-story towers monitored post tension cables, included large post tension transfer girders, augercast pile foundation • Gulfstream Park Clubhouse, Hallandale Beach: 4-story 550,000 SF concrete frame with cast in place reinforced concrete decks Nutting Engineers J. Harpef2Page 2 Comma °' Richard Areyzaga, Jr. ("Junior"), BN Structural Inspector PROFESSIONAL PROFESSIONAL EXPERIENCE: REGISTRATIONS: As a Structural Inspector, Mr. Areyzaga works very closely with Mr. Rick Wohlfarth, PE, BN (Principal/Director of Engineering) and Mr. Jim Flaig, PE Registered Building (Principal/Threshold/Chief Engineer) in the performance of special and threshold Inspector- State of inspections in Florida. Mr. Areyzaga has been with Nutting Engineers of Florida, Florida BN #6083 Inc. (NE)for two years and an inspector in the Florida industry for 10+ years. OSHA 30-Hour Training Structures have been 1-story to 20 stories in height. He has monitored installation of reinforcing steel and post tensioning of cables on reinforced concrete flat plate, post tensioned buildings and CMU construction. Inspections include tilt-up to 5- stories with structural steel interior framing, masonry, post-tension precast concrete joists and structural steel frame, monitoring the installation of deep foundation systems (piles), reinforced steel placement, concrete placement, shoring and reshoring, structural steel erection, plan and specification review. He also holds the 'One and Two-Story Family' license which allows him to perform structural, mechanical, electrical, and plumbing inspections on single family homes. Mr. Areyzaga has been the NE Special/Threshold Inspectors Agent for several multi-story commercial complexes, numerous educational facilities (K-12) and higher, single family residential projects, and low to high rise condominiums. PROJECT EXPERIENCE: • Sistrunk Townhomes, 2016 - Ongoing: Special inspector for the construction of four(4) new three-story, townhome buildings totaling 71,975 GSF (24 units total). Performing inspections relevant to spread footings, cast-in-place concrete, concrete masonry unit, wood floor trusses, and structural steel. • Plantation Key School Phased Replacement, Tavernier, 2016 - Ongoing: Threshold inspector for the two-story, 100,000 SF educational facility. Performing inspections relevant to tilt-wall, spread footings with -300 hold- down augercast piles, structural steel, steel truss joists with metal deck and cast-in-place concrete. • Bridge Pointe 195, Fort Lauderdale, 2016 -2017: Special inspector for the construction of a two (2) high-bay, -150,000 SF warehouse buildings on the 17.8 acre property. Performed inspections relevant to cast-on-site concrete tilt-wall panels supported on continuous and spread footings, interior structural steel columns, beams, and steel bar joists at the roof. • My Storage Bin, Pompano Beach, 2016 - 2017: Threshold inspector for a new four-story, -100,000 SF storage facility. Performed inspections relevant to strip footings, slab mat, cast-in-place concrete, tilt-wall, structural steel and metal decking with concrete (composite decks). Nutting rE Engineers J. Areyzact Page 1 wcww,iM;e,uw awa YourInject Is or cw.iw.vet Licenses State of Florida Board of Professional Engineers Attests that Richard Chase Wohlfarth, P.E. PL- 1r 'It Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E.Lic.No: Audit No: 228201928714 R 50858 State of Fl ri o a Board of Professional Engineers Attests that Richard G. Iossi , P.E. 4f-BPI Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E.Lic.No: Audit No: 228201916134 R 42603 Nutting rie Engineers of Fbnd.Inc uuof shed t967 64 lbw...,•L.isOWCO n.b.r.t Licenses State of Florida Board of Professional Engineers Attests that ,Jame~ J. Flail; , P.E. 1 1 811; Is licensed as a Professional Engineer under Chapter 471, Florida Statutes F,piralion:2/28/.017 RLL/Si tic Na: Audit No: :.'t+0191ti+' t SPECIAL INSPECTOR 21083 660 State of Flori da Board of Professional Engineers Attests that Stephen John Mrachek Jr., P.E. 1 - Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration:2/28/2019 P.E.Lic.No: Audit No: 228201917652 R 70784 Nutting 14 E Engineers of Flpntla Inc EsubNshM 1767 65 Mow RO/e[tas Our cwnm+nn.ol Licenses RICK SCOTT.GOVERNOR JONATHAN ZACHEM,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BUILDING CODE ADMINISTRATORS 8 INSPECTOR '',` . ".' CATEGORY -.0%; RN3530 ,I BLDG ,O "3'1'is . The STANDARD INSPECTOR ;' A Named below IS CERTIFIED `* .ti' '-'2,-,. ." , Under the provisions of Chapter 488 FS. ^- ,\�� Expiration date: NOV 30.2019 '.}'_ -:-.`',:i';',,\� ' _ ..' \N N. ■ :6.1. :-_,..i.:, �.meq.{. ■ WtOHLFARTH.RICHARD CHASE ` �. `•-.. VAN \ igit t}� 11 524 NW 14TH ST '-T,.— - '.`'�, NS ,' ., DELRAY BEACH FL 33444 ti, �, Vit#.•._.} • _✓-C�om• - � � ❑1, e+ ISs.,Eo L:r.tiS REOuIRED B° AN Ge ue040200•064: RICK SCOTT,GOVERNOR JGNAT-:N E.ACHEM,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BUILDING CODE ADMINISTRATORS&INSPECTOR ° CATEGORY -t \ 8N4544 BLDG \. The STANDARD INSPECTOR i. _ \.\ ,! Named below IS CERTIFIED Under the provis,ons of Chapter 468 FS. ,ir �` ,;.� Expiration date NOV 30,2019 v. - , � ----,N--....A: \��"� HARPER JAMES H III ,a` --•` 1�` '\. �^`. �`}1'• 25801 SW 95TH STREET ":.:. - � � tJ;. INDIANTOWN FL 34954261 ', 'tab:. 3; iri ,,,, --- - isi - ,,.. rf/l�r , -1 411\ it , El:.L..4.--.44,:::-: 01/1612011 DISPLAY AS REQUIRED BY LAW SEG/ 1.1e01I50001ue •01 STATEOF FLORIDA WATER WELL CONTRACTOR LICENSE Issued to Scott Ersland License No. 11110 Expires 7/31/2019 DISTRICT CERTIFICATION OFFICER 11- Nutting Engineers 66 ,t t i,,,,,t.t°,u E,r m1,,ha•d,.,,: Your Project is Our Commitment Licenses !' a RICK SCOTT.GOVERNOR JONATHAN ZACHEM,SECRETARY dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION MOLD-RELATED SERVICES LICENSING PROGRAM THE MOLD ASSESSOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 468,FLORIDA STATUTES IOSSI,RICHARD G +^ PO BOX 4471 BOYNTON BEACH FL 33424 LICENSE NUMBER:MRSA1730 EXPIRATION DATE JULY 31,2020 Always verity licenses online at MyFloridaLicense.com Do not alter this document in any form. OThis is your license.It is unlawful for anyone other than the licensee to use this document. STATE OF FLORIDA WATER WELL C 'RAC 4{:, LICENSE k License No. 11108 Expires 7/31/2019 DISTRICT CERTIFICATION OFFICER Nutting E Engineers of Florida Inc.I Established 1967 67 Your Project Is Our Commitment Section 3. 1: Approach to Scope of Work, Methodology Overall Approach and Achievement of Goals Our project approach is a direct result of 50+ years of providing geotechnical engineering, construction material testing and special/threshold inspection services throughout South Florida and the Treasure Coast. A considerable amount of our personnel have worked together for 15+ years and a bulk of our clients are repeat clientele. Our approach, our resources, and technological uses have changed over time in response to client and industry needs and advances. Methodology Nutting's' 80+ year history in Florida has allowed us to determine the most effective project approach for our clients. Tailored to meet the needs of each individual client, it allows us to provide our services in the most efficient, cost-effective method. The success of our approach and methodology is proven by our existing relationship with multiple entities throughout South Florida. PRE-DESIGN & CONSTRUCTION PHASE: Geotechnical/Geological/Geophysical Studies Nutting's geological and geophysical studies include site explorations, sample analysis, site and foundation recommendations, site feasibility, ground modification recommendations, large scale geological survey programs, utilization of outcroppings of subsurface materials, resistivity testing, and geophysical techniques such as ground penetrating radar, soil borings, monitoring well installation and seismographic equipment utilization. STEP 1: MEET TO DEFINE PROJECT GOALS AND EXPECTATIONS. ■ Obtain site plan, loads, construction and structural details, timelines. This information will help define the budget for requested services. g � , -- : ' J Review of aerial photographs allows ' ;-,:i:' Nutting personnel to determine areas needingspecial attention due to previous " I' land use and allows us to determine 4 - E. ....i..—..._ , _ I, Jproject staffing needs and timeframe of project. =.1.'. . On this particular parcel, historical aerial g - } : photographs showed a drag line in the ,, ;'i photographs east corner of the property, therefore causing special attention to that area and the foundation recommendations. STEP 2: SITE RECONNAISSANCE. ■ Identify site conditions with review of US Soil Conservation Service Soils Maps, US Geological Survey Maps and aerial photographs of the project area. Site visited to determine site accessibility and physical site conditions, if needed. Nutting E Engineehed 196 404.0 rs Miami Dade County CBE, SFWMD SBE, Palm Beach CoLBety SBE °"°"�° E'"�" � Methodology and Approach STEP 3: DEVELOP A FIELD EXPLORATION PLAN. • Identify types of testing needed such as test borings, test pits, exfiltration tests. (or, environmental soil and groundwater sampling, monitoring and testing program. For submittal purposes, gearing this approach more toward geotechnical and material testing.) • Ground Penetrating Radar (GPR) also available. STEP 4:ASSIGN FIELD CREW. • Following layout of the borings and utility clearance through Sunshine State One Call, drill crew is assigned. Accurate logs are maintained and samples are taken. t _ Shown Left-A Nutting's mini-rig i • available for accessibility- challenged areas. Self propelled, low clearance, 56 - • inches wide. Shown Right- Subsurface investigations are jj performed using our specialized soils and rock '�fl drilling equipment comprised of B-57 and B-59 ', mobile drill rigs, light weight Simco 2800 Drill }.` �I Rigs and portable tripod equipment (eight rigs 4 _. • STEP 5: SAMPLES DELIVERED TO IN-HOUSE LABORATORY. • Review and classification of samples by a lab technician and the project engineer. • Laboratory testing determined. • Laboratory tests which might be performed are moisture content, organic content, Atterburg limits, gradation analysis, carbonate content, consolidation testing of clay and organic soils and compression testing of clay and rock cores in accordance with ASTM and/ or AASHTO standards. • Logs showing stratum depths, material descriptions, blow counts, water table and any other pertinent information that is developed during the exploration maintained. Nutting Miami Dade County CBE, SFWMD SBE, Palm Beach County SBE E Engineers 69 of Flonda Irk- Established 1967 Your Project is Our Contrnitment Methodology and Approach NUTTING ENGINEERS ^'+�•°"•�` TEST BORING REPORT • =� Shown Left-A section of a test boring report, showing the type/description of the material ---^-- t� found and at what depths. These results help . ...�... " ' determine foundation recommendations. Bottom section (not shown here) shows client information, including project name and location. STEP 6: PROJECT ENGINEER PERFORMS ANALYSE AND PREPARES REPORT OF FINDINGS AND RECOMMENDATIONS. • May include bearing capacity, settlement analysis using Schmertmann or consolidation methods, analysis of retention structures and/or development of soil parameters, embankment or slope stability analysis, pile analysis including vertical, tension and lateral loads (L-pile analysis), pavement analysis and design, analysis of temporary and permanent dewatering and various types of ground modification procedures. • REVIEWED AND CO-SIGNED BY SECOND PROFESSIONAL ENGINEER. STEP 7: REPORT SUBMITTED TO COUNTY PERSONNEL AND NECESSARY CONSULTANTS. • Based upon information collected to date, including aerial photograph review, field testing and laboratory testing results review, ground modifications and foundation recommendations are made for the project. STEP 8: IF NECESSARY, MEET WITH COUNTY PERSONNEL AND CONSULTANTS TO DISCUSS FINDINGS/RECOMMENDATIONS. CONSTRUCTION PHASE STEP 1: MONITOR ANY GROUND MODIFICATION PROCEDURES, as proposed in geotechnical engineering report. The following tasks will be performed as needed. • Monitor demucking and fill placement to ensure that all deleterious materials are removed and to ascertain that over excavation does not occur. • Monitor the vibroflotation, vibroreplacement (stone column) and dynamic deep compaction (DDC) processes, review preload survey readings and monitor compaction or chemical grouting processes. • Monitor production pile load testing including compression, tension and lateral. • Monitor pavement and sub grade preparation and placement of geotextile and/or geogrid. • Monitor vibration transmission using a seismograph. Nulling Miami Dade County CBE, SFWMD SBE, Palm Beach County SBE 14-3Engineers 70 of fonds Inc.'Estat9oshed 1967 Your Project is Our Commitment Methodology and Approach ' ' Shown Left-Vibroflotation monitoring, one of the many possible ..;‘ `• recommendations to prepare the ° : .�r` , s®'`'� ground for construction. 01.41011 , Monitored by Nutting personnel. STEP 2: PERFORM FIELD AND LABORATORY SERVICES. ■ Capable of providing various field testing and inspections of concrete, grout, soil, asphalt and steel through our trained, certified field personnel in accordance with ASTM and/ or AASHTO standards. o Personnel Certifications include American Concrete Institute (ACI), Masonry Inspectors, Florida Building Codes and Standards, Florida Department of Transportation (FDOT), Troxler Nuclear and the South Florida Water Management District. o Field testing includes concrete sampling and testing of fresh concrete for slump and air content, concrete coring (sample and test), densities, load bearing tests and asphaltic concrete testing to determine existing conditions and/or compliance with mix design. • Capable of providing related laboratory testing of concrete, grout, soil, asphalt and steel in accordance with ASTM and/or AASHTO standards. o Our main laboratory is accredited by the American Association of State and Highway Transportation Officials (AASHTO), Florida Department of Transportation (FDOT) and the Army Core of Engineers. o Laboratory tests includes, but is not limited to concrete compressive strengths, proctors, sieve analysis, Atterburg limits and Limerock bearing ratio (LBR) testing. • Capable of providing non-destructive testing of hardened concrete and in place steel in accordance with ASTM and/or AASHTO standards. 1 r--' Shown Left- Reggie Ward, one of our I 0 laboratory technicians, performing ,,, , . strength tests using our in-house 200 _ ' ton compression machine. Nutting Miami Dade County CBE, SFWMD SBE, Palm Beach County SBE 143Engineers 71 of f o,do fin.. E,fobt,Sh d 1%7 Your Propel is Our Commitment Methodology and Approach Shown Left-Our main moisture room is capable of holding 5,000 concrete core samples. r. STEP 3: PROJECT ENGINEER REVIEWS TEST RESULTS, SIGNS IF COMPLIANT. • Ensures that specified requirements are satisfied. STEP 4: REPORT SUBMITTED TO COUNTY PERSONNEL AND NECESSARY CONSULTANTS. STEP 5: IF NECESSARY, MEET WITH COUNTY AND CONSULTANTS TO DISCUSS FINDINGS/ RECOMMENDATIONS. STEP 6: PERFORM SPECIAL/THRESHOLD INSPECTIONS. • Report of findings submitted ensuring specified requirements are satisfied. Nutting Miami Dade County CBE, SFWMD SBE, Palm Beach County SBE E Engineers 72 Your Project is our Commitment Section 3. 1: Commitment to Quality - QA/QC Program, Project Management, Approach, Deliverables "Nutting Engineers of Florida, Inc. is committed to ensuring the quality of its' sampling procedures, field testing, laboratory testing procedures and reporting at all times. It is our company policy to keep our staff trained with the latest certifications and testing practices. Nutting employs state certified Professional Engineers to review and control all of our projects and tests. The company's approved quality manual provides all the directives and actions to be taken in respect to testing. We strive to improve our level of service and accuracy so ongoing education for our staff is mandated. When any inconsistency arises the in-house Quality Manual shall be followed to provide a quick resolution to the problem." (excerpt from in-house Manual) Not only does our plan allow for effective and proper techniques utilized by our technicians, it also outlines proper safety procedures to ensure the safety of all people involved. Given our number of laboratory certifications, including AASHTO, CMEC, FDOT and/or the Army Core of Engineers, our facilities undergo multiple visits a year between these governing agencies in order to maintain our certification status. This includes: ✓ Review of Quality System Manual. ✓ Ongoing proficiency samples and testing results compared to results by the testing agency. ✓ Annual laboratory check and calibration of equipment throughout the year. ✓ Ongoing training of personnel in the most up to date techniques. Records are kept of all calibrations throughout the year and the Quality System Manual is updated as needed. Regarding QA/QC management of Geotechnical and Inspection reports, Nutting addresses this issue by having dual review and/or authorship of ALL outgoing reports and recommendations. This double review ensures that all possible solutions and direction is provided to the client in a concise and thorough manner. Regarding QA/QC management for field testing, sampling and laboratory procedures, find below the Table of Contents to our in-house Quality System Manual, which is required to be maintained at ALL times for laboratory certifications. Table of Contents Section Managing Staff 1 Technician Training/Review 2 Equipment/Calibration Procedures 3 Test Records 4 • Sample Processing 5 Diagnostics/Correction 6 Nutting Engineers 73 a,e.„ e.,.oe ,967 Yew/m ,n ou.co,n,ni,..., Commitment to Quality On-Site Inspections 7 Response Letters & Communications 8 Quality System 9 Subcontracting 10 Given the amount of material covered in the referenced Quality System Manual, upon request, excerpts and various documents from the manual are available for review by Clients. These are actual documents utilized by the Director of Operations, Mr. Daniel Hartke, who is responsible for the overall success of the QA/QC Program for sampling, testing and laboratory procedures. A full copy of the actual Quality System Manual is available upon request. Overall Approach and Achievement of Goals Given our 80 year history (HC Nutting, Miami, 1932) in South Florida and the Treasure Coast, and the cumulative experience of the four owners of the firm, we intend to approach this contract as we have successfully approached other public sector contracts in the past. We will continue to build relationships, remain communicative and stay involved. We will continue to be responsive, responsible and accountable. This approach has worked for the entities and qualification-based/CCNA contracts outlined in Section 2.1, most dating back to twenty years of continuous service, another strong indicator of our expertise and experience with similar contracts. Our past experience with public agencies has also taught us there are ancillary responsibilities in maintaining a qualification based contract, including knowing the proper accounting/purchase order system of the entity, assigning the same project manager/engineer throughout the term of the contract, visiting the different departments regularly to meet the new employees of the different departments to create a comfort level with each other and at times training others as to our services and how to interpret test results. Maintaining the budget and responding quickly to the needs of the entity is also critical. In summary, the deliverables from Nutting will be: 1) Timely initiation and completion of the work. Maintenance of the project schedule for services and reports, recommendation. 2) Direct supervision of in-house project management team as well as sub-consultants. 3) Project management of project specific timelines, budget, delivery of services and reports of recommendations. 4) Results and recommendations that are timely, accurate and that provide solutions based on the needs of the client for the long term success of the project. 5) Effective communication between the Client and the Nutting team as well as within the Nutting team. 6) Monthly detailed, accurate invoices for services completed. 7) Rapid problem and complaint resolution, client satisfaction. Hutting 74 E Engineers Your PregeodOur C , Commitment to Quality Given the importance of the Goals, all parties involved anticipate success, which can only be accomplished through communication and efficiency of the team. To achieve this, Nutting requires the following of the Client: 1) Complete and accurate information for each task assigned to Nutting. 2) Make timely decisions on matters that arise to keep to schedule outlined for the project term. 3) Keep Nutting informed of any changes, possible or otherwise, that could change the scope of work of projects so that we can plan accordingly to make appropriate arrangements. In closing, this venture must be a coordinated effort between our team and yours! I Hutting 75 E Engineers