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Agreement with Radise International, L.C.
a o ri _ 3o s (-01 AGREEMENT BETWEEN CITY OF MIAMI BEACH AND RADISE INTERNATIONAL, L.C. 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 RADISE INTERNATIONAL, L.C. FOR FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- NEEDED-BASIS This Agreement made and entered into this day of , 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 RADISE International, L.C., a Florida limited liability_corporation having its principal office at 10486 Northwest 31st Terrace, No. 2 Doral, FL 33172. 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 RADISE International L.C., 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, adder\da, 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 r 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 written consent 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 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 tip 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 $1,000,000 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 saveharmless 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 withthe 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: RADISE International, LC 10486 NW 31st Terrace, Unit 2 Doral, FL 33172 Attn: Gregory J. Stelmack, PE, Principal Project Manager 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 abideby 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 � f v 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 MI A i.... ,,CH: —411111.-Zi • CITY �� CL RK MAYOR Attest CONSULTANT: RADISE INTERNATIONAL, L.C. 1--,45-1off. Signature/Secretary Sig nature/Presi nt - 141tAPI A. ist-u- y Print Name Print Name �#. rcK '��n��1,~ I111 �1iilly • • NCORP ORATED ' 0 • - APPROVED AS TO A jO FORM &LANGUAGE 0)\/.7^ &FOR EXECUTION 2 etRokk_er 02, City Attorney (21;43 Date 25 SCHEDULE A PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND RADISE INTERNATIONAL, L.C. 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 laboratoy 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 andstructural 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. • Dewatering: 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: • II 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 r • 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: G 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. Upto4 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 per Day or Up To be ne otiated 1.A.2 Premium over 1.A.1 for mobilization of special access equipment(ATV's, to 100 Ft.of g Off-Road or Water/marine Equipment) 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 Operator)(Provide Equipment Rental Invoice for Direct Cost Reimbursement] Hour $ 551.55 L.Soil Cement Stabilization Field Inspection Hour $ 96.74 1.L.1 Soil Cement Cylinder Testing Hour $ 71.17 1 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 . referenced for Geotechnical Services,Item 1.A,Page 1 of the Fee Schedule) Up to 2 wells $ 404.77 B.Monitoring Well Installation(2"PVC,Max.20'Depth)*(Min.2 wells) Per Well $ r 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, Per Hour sizes,and design)(includes inspection and Certified Report)(Min.4 hrs.) $ 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 ' I 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. 4 hrs]) Per Hour $ 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 r 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 6.C.11 Asphaltic Specific Gravity/Absorption of Aggregate Blends Per Aggregate 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) (min 6 cores per call-out) Per Core $ 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 Hour Review,Technical Report/Meetings/Coordination Oversight/PWL/reviews (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 Unit Weight(Density)per ASTM C-140 Per Block $ 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 included)(1 Trial batch and 6 Cylinder Tests)(First of any Y Sam lin P gli YPer 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 S ) 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 Hour the engineer)(4 hrs min.) $ 92.30 J.Concrete Plant Inspection per ACI-311.5(Mix and Weight Verification)(4 hrs Hour min.) $ 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.Q.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 S.Los Angeles Abrasion per ASTM C-131(small size coarse 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: f 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 r 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 i 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 17.1.2 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 - J 41 24.6.1 Per Test Hole(In Pavement)(Min.3 Tests per Visit) Per Test $ 945.20 24.B.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. 201840544 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 was held 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 thesecond 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, es the eighthranked 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 418. Dan Gelber,Mayor ATTEST: rk Raf I E. r nado,City i Irk T.\AGENDA12018'10 Actober\ProcurementlRFQ 2018-097-KB Geotechnieai Services\RFQ-2018.097-KB Geotechnical ServlcesResolution.doc ‘* * APPROVED AS TO if�Oripi.ORATED:: ,1 FORM&LANGUAGE &FOR EXECUTION V<>,/5) • C) CfkiLd (— 1.6.- - 26' ,' City Attorney D Date 45 Resolutions-CT 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; OFA 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. RECOMMENDATFON Adopt the Resolution. ANALYSIS The City requires the services of consulting firns 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 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, Page 506 of 1637 46 1 , • 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. 2018-091-KB,for citywide geotechnical andlaboratory testing services on an as-needed basis_ On April 12 2018,the RFQ was issued.The Procurement Department'issued solicitation notices to 683 firms utilizing www.publicpurchase.com. 62 prospective proposers accessed the advertised solicitation.A voluntary pre-proposal conference toprovide 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 convened 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, informationrelative to the City's Cone of Silence Ordinance and the Government Sunshine Law: The Committee was also provided with general information ori 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 1.637 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 is important 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 • ,IZEGI E9i FOR 4UAL1FICATION5'(.RFO) ,. - —--- - - . CilrkirJs Geatrfiniwl and Laboraypy TaWrry Mar Ceuta Emma Em 1. `-Pe105FLeona rI .940035,04 Jd�R3nipa Lcw Services on in es Needed Basil hemp.�3 • RFONO.z595-o 7.198 H - a' Tutu .a '.,_.— a•n.aw CaiMS., I fahlwl Ovalb65v t OunllaNtl 5951.5 ' SuY a.m. .GmNYOei 1103.1 Idu'aiM SueNLLLe Bdlml SlPSE arI9f1469n1CLC _ I03 1 95 -___ - - _ 95 -i' - (+ 'I R03500i ai$004:0IMu51M3 .. O 5 99 0 '96 5 101 ® 6E. 9 9= A 53 3_ B , . : __93 ® '7' GA rm maion6L Ire. _*5 0FA� 5 5, 4 _68 ® _—PI _ I _ 95 5 ICI. '. 67 9 9J (o]�' iA._ - IlNrarsdEn:A.0 a6[ieren eco _ d 61 8 e6 _ _ 3 59_ 3 _ 35 3 _ 99 :'5 53. .. - 97__�N -•C . Tp_txm Cgrc05110.105 - 99 3 95 •8 '68 5 4 . 5 87 5 96 5 53 J 87 �9 IDS 19inwEm:wer,of kola.Mc. 3 53 4 8e. 5 is 9 L a 5__ 37 _9: 91 _ 5 98 3 - 9- 3911ErwumxeitiefirMMtVRSohloCkc 95 -.• • 05 •5 :r 5 87 •9 ;6 5. 81 'B 93 '6 &a 3_ SS P7 1:3 o:_. .. Wnoekr[Marston. 90 3 55 1 7 - - Ton 300310•531 fro 7fi 5. B5 1 3 15 S � 23 7 89 5 54 3 34 _ 6. 3e _ �� BI-, 9 63' � f7. 70 _ t 7 B9 5 n 13 'ei' _ ran _ • ee�+. e NurIng EeuIVIetn•.ntWMa,It . 17,545585 8Serepl953.503S Ix 5 t .y - NWGE I19ema5 nA IC _ •Trg6 sv.C 65885 51 5168 , TIgr$o.IrnFr Atte Is. . 1 Lh42rsal EngtnecY+e 9e5nea5,hie EISAer L8211!sirs a .. 386.5855/5m65815 818 33 1Smwm I3. — 9 ,.• , • • J Page 509 of 1637 ATTACHMENT B REQUEST FOR QUALIFICATIONS (RFQ) 50 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: M i\A ; KRISTY BADA, CONTRACTING OFFICER III PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor, Miami Beach, FL 33139 305.673.7490 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: Krist 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 MIAMIBEAtH 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 naThed 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: htto://www.miamibeachfl.00v/city-hall/procurementlprocurement-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 S 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 MAI 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 Citveserves 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 2018-097-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 their designated 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 MIAMIBEACH 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 bylaw; (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 1 1 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 Qulalification 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.comlwebapp/wcs/stores/servlet/SupplierPortal?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 Ste. 1 Points 79 85 72 Committee Ste.2 Points 22 15 12 Member 2 Total 101 100 84 Ste. 1 Points 80 74 66 Committee' Ste.2 Points 22 15 12 Member 2 Total 102 89 78 Rat* E 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 be different than final ranking results. RFQ 2018-097-KB 15 i APPENDIX A , i , ,1, -„,-,,,,,,., fr,---% ,A\ ,,,,e- ,,,,_„,,_ \ .„ ,1 . , I \ i'II\ 4---,,,',,) rt fr--1--\\L „.,,,,,,,,, - Li Response Certification , ' Questionnaire & Requirements Affidavit , 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS- , NEEDED BASIS PROCUMNT DATME 1755 MeridianREEAvenueEP, 3R�d Floor Miami Beach, Florida 33139NT RFQ 2018-097-KB 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 1 7 ...MIAMIBEACH -- - 1. Veteran Owned Business.Is Proposer 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-performancepm7 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/ 18 RFQ 2018-09,7-KB NTAMIBEACH 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/citv-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://www.miamibeachfl.qov/city-hall/procurement/procurement-related-ordinance- and-procedures/ RFQ 2018-097-KB 19 MIAMIBEACH 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 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 - - 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 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 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 bythe 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 A . ' Fl A r AM .' �; t. F-A -Th ,,,,,,,: , - " 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 aseolivatuAne ItorObrmily r � � Iliokkifto ® 1 7 liea C Ad L • .fit 0 roc _ G# ten , t t3 a P .t rl --- eat .wswsa•s..�» »w ., ;�e.� .���..-x�wm w .,.e.�w;saww... ,.<.A *�a •�Y..,..�.v:.N. .aa••, - -m„�N..+,.e ...>..;<..«,aa.:+;»..�..�... ;,.�»:,...� RFQ 2018-097-KB 23 MIAMIBEACH 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, 3`d.FLOOR MIAMI BEACH, FL 33139 RFQ 2018-097-KB 24 APPENDIX C C? i / 1 � 1 Minimum Requirements & Specifications 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 -N\IAAA1 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-KB 26 MIAMIBEACH 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 D1586. • 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 andsubsurface 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 MIAMIBEACH 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 MIAMIBEACH 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: 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 (PCRJ 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 / j 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 1A-KAI BEACH- 1. E _CHT1.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. e 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 'V\ A 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 AWU � >� 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 J 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 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 RafaelGranadona miamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bada 305-673-7000, ext. 6218 kristybada@miamibeachfl.gov Proposers are remindeid 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. erel Alex Denis Procurement Director ADDENDUM NO.1 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIA/Vi .EI:EM. H 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 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.uov. 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. erely Alex Denis Procurement Director I 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. 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, 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(@.miamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bade 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. ' erehr __ Alex Denis Procurement Director ADDENDUM NO.3 - RFQ 2018-097-KB- FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS • M1AMIBEACH 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, 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. 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.gov. Procurement Contact: Telephone: Email: Kristy Bade ' 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. erely�� Alex Denis Procurement Director ADDENDUM NO.4 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAMIBE ,.. . H. 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. 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, 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. II. ATTACHMENTS. Exhibit A: Rate Schedule of City's Current Contract for Geotechnical and Laboratory Testing Services Exhibit B: Pre-Proposal Sign-in Sheet 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 _ . _- ._ __ _ -_ - - _ ___ - _ 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 - - =- -- .°' " ' 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 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 Department, Technical Certifications. Is the 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 included for 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. Q10: 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 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. Sincerely, AI x Deni Pry-• =ment Director • • • • • • k,a. ,� .. .,� amu,.. .,....: ...... ... .. .. u„ 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 . sct-ro uL.L c--RATE§CHEEDULE For Citywide Geotechnical and Laboratory Testing Services on an Ae Neecloci Basis RFQ No. '174.1112 _ -- Unit Unit Price 1. G?OTECHNiC/iia SERVICE; (9.01.)F___ —--- ____. —_ A.Mobilization of Truck Mounted Drill Rig. — Up to 4 Percolations 1.A.1 Mobilization of Truck-Mounted Drill Rig or special access equiipment(ATV's, Off-Roar) or per Day or Up.to 100 $350,00 • Water/marine Equipment) __ Ft.of Borings. 1.A:2 Premium over 1..A.1 for mobilization of special access equipment(ATV's,Off-Road or Up to 4 Percolations To be negotiated per Day or Up to 100 Water/marine Equipment) d _ Ft,of Borings. as needed B,Borins Standard Penetration per ASTM 0-1586: _ With or Without Casing: Penetration Depth 0'to 50' Foot $20,00 _Penetration Depth 51'to 75'. _____- Foot $24.00 Penetration Depth 76'to 100' Foot $28.00 Penetration Depth 101'to 150' Foot $35.00 C.Auger Borings per ASTM D41452 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 0.2118 (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 . E.Standard Penetration Test(Includes Mobilization and Soil Boring Log)(Portable Equipment) Foot $25.00 1E.1 Standard Penetration Test(Water Boring) (Equipment Excluded, Barge Cost to he Foot $51,00 Negotiated by • - - - -- F.Undisturbed Sampling per ASTM Da15 Each $112.00 G.Slug Percolation Test-USES/PWD 9"Dia.I•lole.(DERM) (Min.2 per job) Each $432.00 • • H.Double Ring Infiltration Test per ASTM 0-3385 (swaie 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"dia.)(min,2 tests per Job) Each $496.00 • , 11.3 Open Hole Method (min.6"dla.)(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 1(.Trench Test per So,FL Water Management District. (Excludes Equipment„end Operator) Hour $496.00 (Provide L.Soil Cement Stabilization Field Inspection Hour $87.00 1L,1 Soil Cement Cylinder Testing = Hour $64.00 • 11.,2 Soil Cement Cylinder Testing per ASTM D-1633 Hour ,$35.00 • M.Water quality Monitoring Each $81,00 N.Geotechnical Engineering Evaluation and Report of Existing Soil With Respect to Allowable Hour $126.00 Bearing _ • — 0,Geotechnical Engineer Pile Capacity Analysis Hour — $126.00 P.Muck Proles Hour $82;00 _ • Unit Unit Price . • Page 41 dB() CiTY APPPOVGD ROTATIONAL CONSULTANT FORM(JANUARY 2013) • c.Engineering Inspection during Geotechnical investigationr____ _____ - Hour___�_ $90,00 2. iyiONtTORINCa WELLS (Includes Drilling.' (9.01) - _ '_ A.Mobilization of Truck Mounted Drill-Rig,(Same Conditions apply as referenced for Up to 2 wells $364.00 Geotechnical - 13.Monitoring Well Installation (2" PVC, Max.20'Depth)` (Min.2 wells) Per Well --^ $659.00 , C.Monitoring Weir Abandonment (2"PVC,Max.20'Depth)* (Min,2 walls) Per Well $277.00 0.Monitoring Well Abandonment (4" PVC,Max.20'Depth)* (Min. 2 Wells)_____ _ Per Well. $356,00 • E.Monitoring Well(4" PVC, Max. 20'Depth)* (Iviin, 2 wells) Per Well $863,00 _ P.Monitoring Well Installation (2" PVC,Greater than 20'up to 100')* (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 L Direct Push Well Installation (20' Max) ._ Per Well _ $773.00 J. Direct Push Soli/Ground water Sampling • _ Per Day $1,608.00 _ • IC. Boat Rental (niin.8 hr clay)with prior approval by the issuing dept. (furnish copy of Per Day $453.00 • ownership or - 3. PRESTRESS f PRE-CAST (9.02). (11NICL,II9•8f TRAVEL, MILEAGE,, DELIVERY mu CERTIFIED 6"oPoRis) _ - . A. Pre-stress/Pre-cast fabrication inspection per PCI MNL-116 (Structural) or MNL-117 Per Hour $83.00 (Architectural) B. Pre-stree.(Inspection and Certified Report included) (Stressing Operation and Inspection)per Per Hour $83,00 PCI • C.Reinforced Concrete Pipe and Pre-Fabricated Manhole inspection (types,sizes,and design) Per Hour $83,00 (Includes inspection and Certified Report) (Min.4 hrs.)- . 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 F.Hydrostatic Testing per ASTM C-497 Per Hour $83,00 G.Testing Concrete Cylinder per ASTM 0.497(same conditions apply as shown on 3A.1)(Does Per Cylinder $112,00 NOT 4. PILING (9.021 A.Pile Driving/Auger Cast Pile Inspection (Includes Certifird Log./Report Win.4 hrs]) _ Per Hour $84.00 •- 4A,1 Splice of plies as'an addltien (per otcurance) (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-flip Witnessed by Certified inspector per ASTM Per Hour $84.00 D-1143 40,1 Furnishing and Set-Up of Calibrated Gauges Per Gauge $109,00 • 4C.2 Monitoring of Plle Load Test,Collect Field Data,and Inspector Time Per Hour $84,00 • 40.3 Pile Load Test Report, Certify and Prepare Report for Load Capacity of Pile(Engineers Time) , Per Hour $126.00 • S. SOILS (9.02) INCLUDES TR, vgL. MILEAGE, DELIVERY ARID • CERTIFIED REPORT). . SA.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 0-2922, (Moisture per AASHTO T-239 and • ASTM 0 .., 5A.2 Per Test(From 1 to 4 tests) per trip _Y Per Test $49.00 Par Test(From 5 to 10 tests) per trip Per Test $33.00 Per Test(From.11 or more tests) per trip ______. . Par Test • $29.00 • 5A.3 Maximum/Minimum Relative Density Tests per ASTM D-4253 and 4254(Field and Per Test $169,00 Laboratory) Paga 42 of 60 CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) • . • Unit; —_ Unit Price • _ ���— _ Per Hour $63,00 5A.4 Hourly Rate(min.4 hrs)* (Unlimited tests) (7am to bpm) (equipment ONLY,tech NOT 5A.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 unlimited tests')(oquipmantONLY, Per Hour $84.00 technician NOT included) _ _ B.Moisture Density Tests(Proctor) _� 58,1 Standard per AASHTO T-99 and ASTM D-698 (non-traffic areas) (Min.2 tests per trip) • • Per Test ^-__$131,00 _� Per Test $x49.00 • 58,2 Modified per AASHTO'f 180 and ASTM 1577 (Building/Highway Projects)(Min.2 tests per C.Limerock Bearing Ratio (1:138)-FOOT _ 'Per Test $361.00 D.Carbonates on LBR Material (2 tests per trip) Pef'-Te`st-----$75,00---- 8.Laboratory California Bearing Ratio(C13R) per ASTM D-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 Rearing Ratio per Asphalt Institute MS-10 (Latest Version) (Reaction Load by • Per Test $424,00 Others)(2 Tests rain.) • - G,Moisture Content .. Per Test $38,00 H.Organic Content 51-1-.1 Limerock per AASHTO T-267 (by incineration) _ Per Test $51.00 5H,2 Test of,Soil Chemical Analysis [(1972) P.R.Hesse P.2111 (by Peroxide) Per Test $71.00 I,Grain Size per AASHTO T-27 (Sieve Analysis only) Per Test , $65.00 J.Mechanical Analysis per ASTM 0.422 or T41 and T-27 Per Test $69,00 K,Soil Classification per ASTM 0-3282 and 0-2487(AASHTO Unified w FAA) Per Test I $97.00 L.Los Angeles Abrasion on rip-Rap per ASTM 0=535(Large She Coarse Aggregate) • Per Test $258,00 NI.Soundness on Rip-Rap per ASTM C-88(5 Cycle Sodium Sulfate) PerTest $286.00 N.Soil Specific Gravity per ASTM 10-854 Per Test $6100 { 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 FDOT FM 5.516 • _ PerTest $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.Limerock Chemical Analysis per IDCPW,FOOT (2 tests min.) Per Test $88,00 T.Limerocic Chemical Analysis per bCAD FAAP-211.(2 tests min.) . • Per Test $88.00. U.Resistiivity 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) . SW,1 Static Load on Footings per ASTM 0-1194 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 04196 Per Test $55.7,00 X.Sell Relative Density Tests,(Vlbro-Flotation (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 forSoluable Salts In Soil Per Test $70.00 AA.Horticultural Service for Macro Nutrients in Soil Per Test '$85.00 1 AB..Bachflll Monitoring (4hrs min.) _ Per Hour $70;00 i AC.Geotechnical Engineer(min.2hrs) 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 Per Mix $800,00 Applicable Marshall Procedures) per Asphalt Institute Manual Series No.2 B.Analysis of Special Design Mix Per Mix $650.00 Page 43 of 50 CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) • Unit Unit Price C.Marshall Properties (FDOT Procedures) (Aviation P-401,1P-405) (Technician plus tests) • �� ___ _�_ 6C.1 Stability per ASTM D-15599 or AAS1.1TO D-T 245(set of a specimen) • Per Set $124.00_ 6C,2 Flow per ASTM-1559 or AASHTO D-T 245(set of 3specimen) ^� Per Set $116;00 6C.3 Density per ASTM D-2726(set of 3 specimen) Per Set $117.00 • 6C.4 Air Voids per ASTM-3203 (set of 3 specimen) Per Set $116,00 6C•5 Maximum density per ASTM D-2041 - _^T • • Per Set '^ $76.00 __ 6c,6 Particle Coating per ASTM D-2489 _ _ Per Sample $128.00 GC.7 Sampling/Prep• Per ASTM D-1559/D-2726 Per Sample $79,00 6C.8 Burk Specific Gravity of Drilled Core per ASTM D-2726 � Per Core $55.00 • 6C.9 Moisture Content-Drying per ASTM C-566. _Per Sample. * $56,00 • 6C•10 Moisture Content-Distillation per ASTM D-1461, Per Sample $133.00 • Per Aggregate Sample $102.00 6C.11 Asphaltic Specific Gravity/Absorption of Ag negate Blends ,_•-___- GC,12 Sampling Hot mix at Manufacturer per ASTM D-979 Per Hour $66.00 • 6C.13 Effect of Water.on Hot Mix per ASTM D-1075 (set of 6 samples) Per Set •$128.00 6C,14 Washed Sieve Analysis Per Sample $65.00 6C•15 AASHTO T-182 Per Sample $143.00 6C,16 Flat/Elongated Pieces per ASTM D-4791 Per Sample $136.00 _ SC.17 Effect of Moisture on Hot Mix per ASTM 0-4867(set of 6 samples) Per Set $318.00 6C.18 Sand Equivalent per ASTM D-2419Per Sample $102,00 GC,19 Effect of Water on.Cohesion per ASTM D-1075/Modified . Per Sample $192.00 • ' D. Extraction/Gradation Analysis per ASTM 06307 Per Test $146.00 I.Asphalt Plant Technician'Using FDOT Approved Plant,Laboratory and Procedures for Hour • $83.00 Extraction,Gradation, Marshall Tests and Temperature Checks(ASTM D-290.85) (per person, min,4 hrs) P.Paving Technician for On-Site Paving Operations, Inspections per FOOT Procedures Hour $82.00 (temperature,density testing and observation) (min.4 hrs.): • G.Aspahlt densities(Nuclear-Back Scatter Methos) (Min.4 tests) Per Test $30.00 H.Asphalt Core Drilling for Thickness Measrurements (includes Asphalt Patching) (min 6 cores Per Core $60.00 • per call-out) - • • I.Asphalt Cores Laboratory Tests for IVleasurements per ASTM D-3549 and weight per cubic Per Core • $45.00 foot,per ASTM D-2726(min 4 cores) J,Gyratory Compaction (Bulk Specific Gravity) Per Sample $121.00 7. TECHNICAL SERVICES (AVIATION) (9.03) A,P401 Technical Services NiCET III/'FDOTII/Equivalent.per ASTM D-3666 Aspalt lent , Facilities and initial Inspection, Quality Reviews, Design Mix/JMF Review,Technical Report/ Hour $125,00 Meetings/Coordination Oversight/PVVL/reviews(min,2 hrs,) • B.P401/P602/P603/P609-Field Acceptance Inspection-Certified inspection per ASTM 76.1 Level l Inspector(weekday min,4-hrs) Hour • $83.00 7B.2 Level II inspector (Weekday min,4 hrs) • Hour $91.00 7B•3 Cancellation Fee(Plant) (Per cancellation, per technician). Per $244.00 8„'CONCRETE TECHNICIAN (BhM3) INCLUSIVE OP TRAVEL, MILEAGE. • DELIVERY AND CERTIFIED TIFIED REPORT), . A,Cylinders.cast and tested by laboratory • . 8A,1 Standard 6"x 12" or 4"x 8"cylinder(concrete temperature test and slump test) (per per Set $113.00 ASTM C-31"Section 7"Lab.Strength Tests per C-39 using C-617 or C-1231) (max.5 cylinders 8A.2 Lightweight 3"x 6"cylinder Includes concrete per ASTM C-495(max.5 cylinders per set) Per Set • $113.00 8A.3 Air Entrainment pas ASTM C-31(used Concurrently with Concrete Set Testing) Per Set $37.00 8A•4 Cylinder pick-up (when not cast by laboratory) • _ Hour $59.00 . B.Securing Structural or Pavement Cores per ASTM C-42(6" Max.die.)(3 cores min,) 8E3,1 8"deepPer Core $129.00 86.2 :1.4"deep Per Core- $157.00 • Pee 44 of 60. CiTY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) • . Wilt Unit Price 8B.3 12" deep x 12"diameter ______ Per Core_ $300,00 C.Cores Trim and Compression Test per ASTM C-42 __�__ _ Per Test $4100 D,Concrete Masonry Units per ASTM C-140 and C-551-Block/13rick per ASTM-140 80.1 Concrete Brick per ASTM C-551(min.2 bricks) —�F 80,1A Compression Per Brick $46.00 81,16 Absorption. _ Per Brick $66.00 ' 8D,1C Dimension _� Per Brick _ $45,00 80,10 Appearance _ — Per Brick $44.00 80,2 Block,.Manho.!e Per Test _ $78,00. 80.3 Block, Concrete Compression per ASTM C-140-Individual UnitsPer Test _ $56.00 80.4 Block, Concrete Absorption per ASTM C-140-Individual Units 'Per Test — $67,00 8115 Moisture Content of Concrete Brock per ASTM 0-140 Per Block • $56,00 . .. 8116 Block.Series, Dimensions, Compression, Absorption, Moisture Content and Unit Weight Per Block $176,00 (Density) ._• ' 80,7 Mortar Cubes 2"x2'x2° Compression Test per ASTM C-109(min,3 per test).(east by others) Per Cube $38.00 8118 Masonry Prism per ASTM C-1314(fabricated by contractor) (unfilled) Per Prism $141.00 81.9 Sampling and pick-up (casting not Included) Per Unit $64.00 80,10 Concrete Block Unit Weight per ASTM C-140 Per Block $62.00 80.11 Grout Cube Compression Test per ASTM C-1014(cast by others) Per Cube $22.00 , 81,12 Technician to Cast Mortar or Grout Cubes in Laboratory or On-Site (incl.slump and temp. Hour $64.00 tests) 81113 On-Site Masonry Inspector per ACI-530 (min.4 hrs) Hour $83.00 i 6..Conorete Beams SE;1 Tension Test per ASTM 0.496(Splitting Tension Test for Cylindrical Specimen, not beams) Per Test $66,00 • 88,2 Flexural Test per ASTM C-78(ASTM C-31,C-78)cast per ASTM G-36, (2 beams required per Per Beam $122.00 F.Air Content per ASTM 0-173 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 8H,1a Gradation • Per Test $75.00 8H,1b FIne.Aggregate Gravity and Absorption C-127 -- -- - - Per Test $84,00- - 8H.1c Coarse Aggregates Specific Gravity and Absorption C-128 Per Test $94,00 8H.ld 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 mhT.) Hour $83.00 . K.Windsor Probe Test per ASTM C-803 (Penetration Resistance to Determine Uniformity) with Per Trip $271.00 equipment charge(Windsor Gun) (per trip per location) . L.ASTM C-803 (set of 3 probes per test) Per Set $108,00 M.Concrete Rebound Hammer Test per ASTM C-805(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 8002 Per ASTM C-1218 • - Per Test $135,00 R.Pachometer (Magnometer) Readings for Rebar Location,approximate size and Spacing(4 hrs • Hour $81.00 S.Los Angeles.Abrasion per ASTM 0.131(small size coarse aggregate) - Hour $225.00 T.Sieve Analysis per ASTM-136 _ Per Test $75,00 • • Page 46 of 130 . CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) i . 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 Feet per ASTM C-29 Per Test $75.00 9. ST9 ill,, (9.04) (Use AWA AMS ANS, ASIVIE API ars apapiicabise) _ A,Shop/Field Weld Inspection per ASTM 05339(4 hrs mitt.) � Hour $82,00 B.AWS;AWA,ASME Welder Tests-Groove or Fillet __ • Plate _ Per position $217.00 Pipe 1 Per position $227,00 C.Reinforcing Steel Tensile Test(IVlin. 3 Tests)-TENSILE ONLY DOES NOT INCLUDE Per Bar $171,00 • TECHNICIAN TIME TO SET-UP MACHINE _ D.Reinforcing Steel Deformation Test Per Test $57.00 E.Reinforcing Bar Placement Inspection Hour $82.00 F.Chemical Laboratory Test . • Weld Inspection and Dye Penetrant Weld Testing _ Hour $82.00 • • G.Radiograph'Weld Inspection (min,.4 tests) Per Test $14100 . H.Engineering Services i 9H.1 Special Inspector for Threshold Buildings (State Certified) (2 hrs min.) _ . Hour $121,00 9H.2 Special Inspector Designee (2 hrs min.) 1-lour $116,00 9H.3 Special Inspector under.the Florida Building Code (2 hrs min,) Hour $116.00 ion MECHANICAL (3.04) . A.Sound Surveys'(includes travel time) Hour $98,00 B.Lighting Surveys (includes travel time) _ Hour $98.00 i 8. FIRE PRO r;PING (9.0A1 A.inspection of Sprayed-On Fireproof Coating on Structural.Steel 11A.1.4 hrs min .• Hour $81.00 11A.2 Laboratory Unit Weight Test.of Fireproofing Coating per ASTM 8-605 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; STRAIN"MEASUREMENTS (S 4-INDICATOR) (3.04) - - - A.Technician Services to install Gauges/Make Strain Reading(4 hr min.) . Hour $81.00 - 13. ULTRAS.0 NEC INSPECTIONS (9.041 .. . 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.O4) 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: 14C.1 Torque Wrench Hour $82.00. 14C,2 Reg,Wrench Hour $82.00 . 14C.3 Filler Gauge Hour _ $82.00 • .0.Structural Steel Testing./Inspection (4 hrs min) Hour • $82.00 18. WELDING (9.04) A.AWS certified inspector (2 firs min) (per inspection) Hour - $822,00 B.AWS Certified Welding inspector/1 hrPADI Certified (min 2 inspections per inspection) Hour $142.00 • MIG. MAGNETIC PARRT( LE( TESTING (MAfaiAPLWCU(9.O4)• A.Services of a non-destructive technician _ _ Hour $82.00 (3.Magnaflux Testing .. Hour $78.00 • Page 48 of 80 ' CITY APPROVED ROTATIONAL CONSULTANT FORM(JANUARY 2013) i r Unit Unit Price '17. ROOFING (9.O5), (all tests performed shaeli be In ao.e°orei.enee with current edition of the Florida Building g Code at tIIT a the work is Issued), A.Built-up roof sample analysis (test method for moisture in mineral aggregate used for built-up roofs) (ASTM 0-1864) Per Test $53.00 - B.ASTM 367.7 Per Test $304.00 C.Compression Test-Roof Tiles Hour $58.00 — •0,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 recomrnendation) — _ --_ .Per Sample $73.00 • G.Visual Inspections ' Per job min.. --- - ---.... ....- . .. --.. • -- _ Per Job min, $714.00 - - --- Per square foot - u Per Sq.Ft $0,16 H.Infrared Moisture Survey(mob_ilization of equipment) • Per Job min. Per-Job min.• $792,00 .., Per square foot _ Per Sq,Pt $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 0.Title Uplift Test(TAS 106) . . Per square feet(2,500 sq,ft) Per Sq.Ft' $250,00 Additional p'er square • • • - - - Per Sq,Ft - - $20.00 P.Engineer's Report Hour $126.00 22, PI1ANNTENANCE OF TRAFFIC(to be ne¢otlatead boy issM flpa a e t if 23. ENGINEERING SERVICES A.C.A.D. Operator Hour . $72.00 13.Staff EngineerFlour $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 perfornied shell be In accordance to the 24 UNDERGROUND RCuROC1P7 "N°NLNTY 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 AURVEYING AND MAPPING, Laboratory firms must be Certified.under Category 1.5,00 Sub-Category-15.08 in order to perform this type of work or,they shall Sul Contract ant of the firms certified under this Cetegoory, . Page 47 of 50 CITY APPROVED ROTATIONAL cONEUL•rANT FORM.(JANUARY 2013) , • I Uni _._ Unit Price i• A.Utility.Designation -.Electronically Scan and Determine the Horizontal and Vertical Location of Per Hour $150,00 Buried Utility Lines, (Min. 3 Hrs.) 3. Expose Utility Lines by Air/Vacuum System (Soft Dig),Creating a Small Diameter Hole to be Plotted on 13ase 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 Per Test Hole(in Pavement) (Min. 3 Tests per Visit) • Per Test $850,00 _ Per Test Hole (In Soll) (Min. 3 Tests per Visit) Per Test $850,00 C.Utility Location Inspector to Verify and Coordinate Location end.Documentation of Utility Per Hour $80,00 Company (Min.2 I-Irs. per-Test Location,. •• • Page 48 of 80 CITY APPROVED ROTATIONAL CONSULTANT POEM(JANUARY 2o19) 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 MAN F C 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 Pc,„ittokt1W33 l �. "xx�sa&� a�..:�t�— �u��. � � a�.,� 'ate ,"�ana� s���t, k C'ti� �s s�-rL_���gr..,.�34 ra- �.�-�` � s;Y, ,nater n`c``" ��. y��� '{'t��y'yyr�t ter �35� "�; � . - �� �n � � :�: �� -:' 1tS. .I P R I N I')d=".`§` t, <. ,.,�.�Y,,u�i i.„„��-- `37� - a.t ' } at �'df �, .� ..a .a. .: "S Y°t 'sip �� ���������G �.�5,"+R'�...��� �� �, I .risty Bada Procurement- CMB 305-673-7000 • kristybada a'i iamibeachfl.gov ext. 6218 • C — CMQ 54bn.;,+ 6$00Pe. wirbiegeit boa Ev34.4,A, 47,24441,bak GA/ta tv‘i r ..�. '_ i Cal4 ( /. .. S . 4. J ` aswte tip kr . god; J2.Y•SCl.Iiv1-e2.c °l g43'-I p ok r " uxt t V e.�CS�e .YYte.fJY1 w" �5- -p ,l o l�r‘-lJ 19 w �;.anerr1vtqit 4 1 (.9 Q s4(-Ol C}5 `I I 1 rera n rr ," .ek 14 .4.-P-�(- °� ,a er 1 a 1 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. 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 RafaelGranado(c�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. erely Alex Deni s Procurement Director ADDENDUM NO.6 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. 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, 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(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. Alex Denis Procurement Director I ADDENDUM NO.7 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. 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, 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(a�miamibeachfl.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. ' erel Alex Denise -Procurement Director ADDENDUM NO.8 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS M1AMIBEACH 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, 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 RESPONSESTO 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 @.miamibeachfl.gov. i 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. erehr :�� Alex Denis 4, ?,71....,.. Avt Procurement Director r 1. 1 ADDENDUM NO.9 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS MIAM1BEACH 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. I. RFQ DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Monday, July 30, 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(asniamibeachfl.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. Alex Denis Procurement Director ADDENDUM NO.10 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS • M1AMIBEACH. 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. The Minimum Eligibility requirements for this solicitation arc listed below. • e .• e eee . hin three (3) days of request by t- -. . - �:. - , --- considered. • - 1. Bidder (defined as the Firm) shall hold a geology business certification Certificate of Authorization 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. 11. REVISION. Section 0300, Tab 1, Cover Letter & Minimum Qualifications Requirements and Tab 2, Experience &Qualifications, have been revised as follows: :TAB"'C- 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 I 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. • tADDENDUM NO.11 RFQ 2018-097-KB FOR CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN AS-NEEDED BASIS • • i-R-Ga ege a.'. , = _ _ . _ . &99, Soils, Foundations and Materials Testing? 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. " E 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. III. REVISION. Appendix D, Special Conditions has been revised as follows: • 1. TERM OF CONTRACT. Five (5) y ars. 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. Option to renew is at the discretion of the City for two(2)additional • 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 thequestions deadline past May 15th, 2018? Does the City expect to receive and 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? j 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 RafaelGranado(a,miamibeachfl.gov. Procurement Contact: Telephone: Email: Kristy Bade 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. Sing -rely, Alm D-,,`' Prccurement Director • • . • • • • • . • • 3 ADDENDUM NO, 11 RFQ 2018-097-KB . FOR CITYWIDE GEOTECHNICAL AND LABORATORY . TESTING SERVICES ON AN AS-NEEDED BASIS l ATTACHMENT C CONSULTANT'S RESPONSE TO THE RFQ 51 Detail by FEI/EIN Number Page 1 of 2 Florida Department of State DIVISION OF CORPORATIONS 41411„. D v1 iiopt of ��,,,.�•�•.�� erri 0: dal S!rile of J 1orL&w✓nlie Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail_by-FEI/EIN-Number Florida Limited Liability Company RADISE INTERNATIONAL, L.C. Filing Information Document Number L97000001085 FEI/EIN Number 65-0785837 Date Filed 09/30/1997 State • FL Status ACTIVE Principal Address 4152 WEST BLUE HERON BOULEVARD #1114 RIVIERA BEACH, FL 33404 Changed:01/08/2016 Mailing Address 4152 WEST BLUE HERON BOULEVARD #1114 RIVIERA BEACH, FL 33404 Changed:01/08/2016 Registered Agent Name&Address ALLADY,ACHYUT K 4152 WEST BLUE HERON BOULEVARD #1114 RIVIERA BEACH, FL 33404 Name Changed:01/03/2012 Address Changed: 01/08/2016 Authorized Person(s) Detail Name&Address Title MGR ALLADY,ACHYUT K 4152 WEST BLUE HERON BOULEVARD,#1114 RIVIERA BEACH, FL 33404 http://search.sunbiz.org/Inquiry/CorporationSearch/S earchResultDetail?inq... 12/18/2018 Detail by FEI/EIN Number Page 2 of 2 Title MGR ALLADY,VISHALAXMI 4152 WEST BLUE HERON BOULEVARD,#1114 RIVIERA BEACH, FL 33404 Annual Reports Report Year Filed Date 2016 01/08/2016 2017 _ 01/04/2017 2018 01/02/2018 Document Images 01/02/2018—ANNUAL REPORT View image in PDF format 01/04/2017—ANNUAL REPORT View image in PDF format • 01/08/2016—ANNUAL REPORT View image in PDF format 01/07/2015—ANNUAL REPORT View image in PDF format 01/13/2014—ANNUAL REPORT View image in PDF format 01/04/2013—ANNUAL REPORT View image in PDF format 01/03/2012—ANNUAL REPORT View image in PDF format 01/06/2011—ANNUAL REPORT View image in PDF format 01/06/2010—ANNUAL REPORT View image in PDF format 01/13/2009—ANNUAL REPORT View image in PDF format 01/04/2008—ANNUAL REPORT - View image in PDF format 01/17/2007—ANNUAL REPORT View image in PDF format 01/23/2006—ANNUAL REPORT View image in PDF format 01/10/2005—ANNUAL REPORT View image in PDF format 02/03/2004—ANNUAL REPORT View image in PDF format 01/09/2003—LIMITED LIABILITY CORPORATION View image in PDF format 02/18/2002—ANNUAL REPORT View image in PDF format 04/23/2001—ANNUAL REPORT View image in PDF format 04/18/2000—ANNUAL REPORT View image in PDF format 03/29/1999—ANNUAL REPORT View image in PDF format 08/13/1998—ANNUAL REPORT View image in PDF format 09/30/1997—FL LIMITED LIABILITY ARTICLES L View image in PDF format Florida Department of State,Division of Corporations hap://search.sunbiz.org/Inquiry/CorporationS earch/S earchResultDetail?inq... 12/18/2018 QUALIFICATIONS TO PROVIDE CITYWIDE GEOTECHNICAL AND LABORATORY TESTING SERVICES ON AN As NEEDED BASIS RFQ #201 8-097-KB JULY 30, 2018 .�.::. �, � . ",�.:':�.: t IIS � 1 � „ '; . .hw, .':&� N 'Ilk. 4 .. ^L,_ 1k 'a."'�f..<` - a'y,�';x s$ •4 AS„efilM ..�.. ..�y 47"' ,• '- �` > '.gym• --* �,` '�\ e ;r..h �t ""4 -, ice ,,, �s° •--_..._ Hw,..... "' �jK�� • N., V,�' .s'`*.s •�r '^i' ,!--,- ,,'r i; +'g4;s 'y# +f:'' `...i.+•r, ' !."a `Mr.,' -•••-',• ,, , , —•.:4'..',001 ,,;_„.. ''1 e ,„, ,-,:: ., ----, , ,,, , 4... ,.,....,„0",„ „, ...‘.,,,,.,, ,,# ...... , --, , - , 2 , . . ,_ : I . , ... , • . „ ai, • ••••.• ..• ,,. ,,, „jig , ",:, ,vr. -** 1 . ' ' +';'. ''' ri4‘0;?'.7'1' 1 'i 1 ' -.1r „„„ , .e,,,,, 1 ,i.i f, . rr ''' ' ., ,i,,,,,,N,. • • ,,..,: , •., IT! wr y ��, +-,,----,` a►..::3, . , ,„ - i 1 �s r,;';,-'1r `,r'. .gin i • pt . - t ir • Submitted to Submitted by: k` 1!," City of Miami Breach RADISE International,L.G. Attn: Ms.Kristy Rada,Contracting Officer III 210486 NW 31st Terrace,#2 Doraa,FL 33172 , 1.755.Meridian�veriue,3rc�F'loor_ , Miami Beach,:FL 33139 y : Phone:.305-98,9-78 5 Contact:Gregory j.S'ttlmack,;IT 7 r ,:: COVER LETTER & MINIMUM • UALIFICATIONS REl UIREMENTS • „/ si: „•/ sac ., a e Y^F' S .. v-4,- `-`41'-''/4".„'''',,,,,V,' ",, ,i ;4 - *fir . ` a ,,A1, ,J 9 0'"4 ,,i,.-.`r �� ,{ �� a�,�`e �''.w. ,l''.°- ., 5 -�'v. ro ,< , "R. "�"% ..� .... ,.FS " `"^ass,. �"yN«„ ". .. . ^^'a + + l < m Table of Co ts nten 85 Cover Letter , _ r44, :,y/ _w,ir .�.u• yh."" :..:d •ry � •y✓ r �y : "j „ n �$ ..d _ �. TE ROIfiiONAL TABLE CONTENTS Tab page 1 COVER LETTER & MINIMUM QUALIFICATIONS REQUIREMENTS 1 1.1 Cover Letter and Table of Contents 1.2 Response Certification, Questionnaire & Requirements Affidavit (Appendix A) 2 EXPERIENCE & QUALIFICATIONS 7 2.1 Qualifications of Proposing Firm 2.1.1 Licenses and Technical Certifications 2.2 Qualifications of Proposer Team 2.2.1 Licenses and Technical Certifications 3 APPROACH & METHODOLOGY 64 NADISE LAB CERTIFICATIONS F f t 9 M crr FDD 6 Q,fa, is rip INTERNATIONAL .4E-A:0441' :g n gL3 s Certified Approved Validated July 27, 2018 CTQP/ACI CERTIFIED STAFF City of Miami Beach Leadership has 300+Years et Attn: Ms. Kristy Bada, Contracting Officer III 1755 Meridian Avenue, 3rd Floor, Miami Beach, FL 33139 Geeteehnical Engineering Expertise! Re: RFQ #201 8-097-KB Citywide Geotechnical and Laboratory Testing Services On An As Needed Basis Dear Ms. Bada and Selection Committee Members: RADISE International, LC(RADISE)is excited to provide the enclosed Miami-Dade Co. Office Qualifications to be considered for renewal of the above noted Contract &Lab Address: with the City of Miami Beach (the City). 10486 NW 31st Terrace, #2 Doral, FL 33172 Having served the City over the past 5 years on numerous projects Phone: 305-989-7895 under the existing Contract, RADISE is very familiar with the City's (FEIN #65-0785837) processes and well suited to support the scope associated with this Contract. For 21 years, RADISE has been successfully providing these Broward Co. Office exact services required by the City,including Geotechnical Drilling and &Lab Address: Engineering; Roadway and Coring Reports; Materials Testing, 3296 9th Ave (Powerline Rd) Inspection and Reporting; and full-service Laboratory Testing. Oakland Park, FL 33309 Phone: 954-881-3473 RADISE is a full service, fully Licensed Engineering Firm, covering all aspects of Geotechnical Engineering and Building Materials, including Contract/Project Manager: the components of Geological and Asbestos as referenced in the RFQ. Gregory J. Stelmack, P.E. We currently hold multiple Continuing Services Contracts in Miami Vice President Dade County, including the County EDP Program, the Cities of Miami Cell: 561-307-0166 Beach and Miami Gardens, and Miami-Dade College. RADISE looks Gregory.Stelmack@radise.net forward to the opportunity to continue our very strong relationship with the City in support of this new Contract. FEIN # 65-0785837 Our Miami Dade Continuing Service Contracts include: ® Citywide Geotechnical and Laboratory Testing Contract, City of A Miami-Dade Co. CBE, Miami Beach SBE, and LDB El Inspection and Laboratory Testing Services Contract, City of Miami . Certified Engineering Firm! Gardens t 1 Miami-Dade College Geotechnical and Environmental Continuing Services El Soils, Foundations, and Geotechnical Testing Services Continuing Services Contract, Miami Dade County Public Works and Waste Management How RAMS Benefits the City Q 5 years'experience of the City's Rules, Policies, and Procedures in Inspection, Testing and Reporting. O 5 years'experience of the City's Procurement and Invoicing processes. O 21 years of extensive hands-on experience providing geotechnical engineering, testing, inspection and construction services with a staff of 12 PEs, 28 CMT Technicians and 4 Drill Rigs in SE Florida. Q Proven success providing the same services directly to 11 local Towns, Cities and Counties. El Local,fully-equipped/staffed testing laboratories: CMEC Certified, FDOT approved, USACE Validated O 12 Geotechnical Eng. Professionals (PEs), Geo-Drillers, CMT Field/Lab Techs and Inspectors �� .c��a - 4, .u*,. _ _........,wx,a,__,.AYNY"E R N A71 0 N A L El Experienced, responsive Management Team, with Sr. Management having 300+years'experience! Q RADISE uses Smart Technology,incorporating IT into all our processes (sister Co.is Smart Structures) El Excellent 21 yr. history of completing projects on time and on budget for Cities, Counties, FDOT, South Florida Water Management District (SFWMD), and the USACE. El Financially sound firm, with a history of no litigation, and a maintained safety-first record of no OSHA lost time since inception! About RADISE RADISE is a certified Miami-Dade Co. CBE, SBE and LDB firm - with large firm capabilities. Founded in 1997, RADISE has a staff of 64, including 12 Professional Engineers (PEs), drillers, field and laboratory testing technicians, inspectors, information technology staff and support staff. RADISE has 3 offices in FL: in Miami-Dade, Palm_Beach and Broward Counties; and 3 certified construction materials testing laboratories in Palm Beach (FDOT/CMEC/USACE certified) and Broward (FDOT/CMEC certified) Counties, and at our jobsite in Wilcox, PA (USACE/CMEC certified). We perform all of our drilling in- house with 4 truck, track and tri-pod mounted drill rigs. We are experienced, available and prepared to provide the City with all labor, materials, equipment, transportation, and other appurtenant work for ,performing subsurface explorations, obtaining representative samples, and performing all other geotechnical services in the field and laboratory. Expert Engineering Staff We will utilize the full array of our staff of 64 and resources to make the City's Contract a success. RADISE's Project Manager for this contract is Mr. Gregory J. Stelmack, PE, a skilled Geotechnical Engineer and Project Manager who provides 29 years of experience. He has served as Project Manager for numerous Contracts in Miami Dade County, including the current City of Miami Beach Contract. He will be supported by a full-service, multi-disciplinary team of qualified personnel including the Principal in Charge and RADISE Founder/CEO Mr. Kumar Allady, PE, who has 28 years of engineering experience; and Chief Geotechnical Engineer, Mr. Tom Mullin, PE, who has 39 years of engineering experience, and Operations Lead Mr. Andrew Nixon, PE, with over 15 years'of engineering experience. Quality Control RADISE utilizes our Information Technology (IT) background and managerial processes to ensure work is performed properly and efficiently. We have developed our own state-of-the-art Project Management software system known as the RADISE QC System- a first of its kind in the industry! It is used to perform all of our personnel scheduling,tracking and reporting of all field and laboratory test data, and invoicing - from project conception to completion. The system is so robust, it is currently being used by the SFWMD and the USACE exclusively on several FL projects. We will utilize the RADISE QC System on each Task Order provided to us, allowing the City Project Managers, and suppliers and subcontractors as desired, to use the software to track project progress and all field and lab test results with 24/7 access via the Internet. Our Commitment to the City of Miami Beach RADISE looks forward to the opportunity to continue to serve the City. We are committed to providing the City with the highest quality and most cost effective geotechnical engineering, testing and inspection personnel, that are highly trained and thoroughly familiar with the City's rules, policies, and procedures. Further, RADISE promises to provide the City with the highest standard of technical performance, customer service, fiscal responsibility, dedication and responsiveness for this Contract. Our goal is to be an excellent consultant to the City, and your number one Geotechnical Engineering and Testing Firm. incere y, +'P S nternational, L.C. ik Gregor . , P Kumar A. All dy, P.E. Senior Contract/Project Manager Principal in Charge Vice President Founder & COO ..,, ;74...X� � v�: : i �-:- Y' .. -;..,, /;,c. .•; .,..,_ .,.^`` "'.INT'8 f2NA7,0AlAL tB 1"- a ECCE EO Pr yx Basis 8;09, .� • TAB 1 • 2 Response Certification . Questionnaire' Requirements Affidavit (Appendix A) . ADa' �/ mp.. � :,. iii, �F3 - �2�w '� a 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: RADISE International, LC NO.OF YEARS IN BUSINESS:20.5 NO.OF YEARS 18U5INESS LOCALLY: NO.OF EMPLOYEES: 62 OTHER NAME(S)PROPOSER HAS OPERATED UNDER IN THE LAST 10 YEARS: FIRM PRIMARY ADDRESS(HEADQUARTERS): 4152 West Blue Heron Boulevard. Suite 1114 CITY: Riviera Beach STATE: ZIP CODE: FL 33404 TELEPHONE NO.: 561-841-0103 TOLL FREE NO.: FAX No.: 561-841-0104 FIRM LOCAL ADDRESS: 10486 NW 31st Terrace, Unit 2 PHONE: 305-989-7895 CITY: Doral STATE: ZIP CODE: FL 33172 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT: Gregory J. Stelmack, PE, Principal Project Manager ACCOUNT REP TELEPHONE NO.: 561-841-0103/305-989-7895 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL: gregory.stelmack@radise.net FEDERAL TAX IDENTIFICATION NO.: 65-0785837 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 Proposer claiming 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. NO Conflict of Interest 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 None. 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. Provided in the attached submittal 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 X 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. Understood and agreed. 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. RADISE Founders&Owners:Mr. and Mrs. Kumar and Vishalaxmi Allady 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. Understood and agreed. 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.00v/city-hall/procurement/ RFQ 2018-097-KB 18 MA 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 X X Sick Leave X X Family Medical Leave X Bereavement Leave X 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://www.miamibeachfl.gov/city-hall/procurement/procurement-related-ordinance- and-procedures/ - • RFQ 2018-097-KB 19 'AM 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 Reeipt Re9ej ecei t 60 Addendum 1 °. Addendum 6 Addendum 11 - Addendum 2 '4 Addendum 7 Addendum 12 Addendum-3 •t . Addendum 8 Addendum 13 ,,,..Addendum 4 v-Addendum 9 Addendum 14 (,,��r., Addendum 5 4KAddendum 10 Addendum 15 If additional confirmation of addendum is required,submit under separate cover. RFQ 2018-097-KB 20 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, 6r 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 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 .d 21 WO AM 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: Gregory J. Stelmack, PE Vice President Signature of Proposer's Authorized.Representative: Dater K. May 24, 2018 State of FLORIDA ) On thisoLT day of plELA.1 20s,personally appeared before meGrer rySiefettockwho County of Palm Beach ) stated that(s)he is the Vice President OfRADISE International,LC, 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: NotaryPublic for the State of F onda ,,,,a DEBORAH BESTOR � `a MyCommission.Expires: � l '" a"t �'�,�'�4o Notary Public State of Florida P °,,� Commission#FF 245287 ry '� �' ,MyComm.Expires Aug 15,2019 ' o "', Banded through National Notary Assn. 0 J REQ 201 8-097-KB 22 J 4. µ x " ' i ( w cteoe ». eNki asis XtS O TOfJZ a e U R i LCCOtd 8e�ui eson@ or ' a s• a 7a d � a an� Beac vGiLo TAB 2 EXPERIENCE 1 86 . QUALIFICATIONS __, ..„...,...,,.......„.••. _.,,,•••••••••••.„..,„„......„„.„,„,.. ...............,„.40,510.!,....i.„_ ,.,..,,.„......: .,,_60,100p.,,e,...,,.. ........... ,a. 'f<.,,, a- -., xa >, .�.,� s:....�......«.�ai,4 tiT8RN A710NAL �M eqr es a t.tc o a too G a i Batch 0i ct of chutcifttiaa ati ratAes g OUKees,o a as4 e c e0 Basi • TAB 2 • Qualifications of Proposing Firm nier 'f �5� " ` ate' ` n g 4. 0. .t o yea"z " :�`as"' e ..✓s; '* .1 '..°3''.!1°-'. a , `0,'"441,44''':.:C.?'';)" •, Re" est for:Quafrc ,cons toFroStade r ' Gity oiMarnIeac CXtywide-Gel e�cYuc �an icIaboiator �re thigSer�v�ces�onariasNeedeeasi \- About ISE e c � '� it g 3 u' 'a n L °€a `* g. a 7 ° S' *47 � G°RADISE is Elite an thevanduts ry Keep up alae great work'' m Edward J Garbm, Jr, Ph I),PE Chief Engineer South Region, Hayward Baker < d' h' q1� � chh« _ sem" f -1.-.,,,,,,,-,,,-Y'''.4- ^ ate i� W - �� _- "I consider our working relationship with RADISE to be'excellent anti'highly recommend their services ' Robert Upson, P EE , sr:-Adm-nistrator, School District of Palm Beach County .fix�' _ �' RAD stands for the key elements of prosect execution Research, Analysis, - Design, Implementation, and Support with Experts. These are not mere �' words,but the principals employed by all at RADISE. Our focus is on research, r analysis and design to efficiently implement and provide expert support for all d • of our projects. ,. ;,' RADISE is afull-service,fully Licensed Engineering Firm, covering all aspects of Geotechnical Engineering, Geology, Materials Testing and Inspection Services firm, and thanks to the ongoing support of our clients and our hard- a . working staff,we have enjoyed significant growth for 20+years and continue :,\l, ; .7,•,-,.,:•,„;;to celebratesuccessbyadding staff, expertise andserviceslines - RADISE recently added full-service Asphalt Plant Inspection Services. Founded in 1997, RAD has a staff of 62, including 12 professional xA � f `" . geOtgeotechnical and civil engineers (PEs); field and laboratory engineering ' 4 } technicians; geotechnical drillers; construction engineering inspection (CEI) and threshold inspectors; and support staff providing services throughout W= Florida. RADISE has 20+ years of experience working with both public and _14, a private sectors in Florida including Construction Services Contracts with • • y Cities, Counties,School Districts, FDOT, SFWMD, and USAGE - on operations �` o ,, that run 24/7. Our engineering staff has more than 300+ years of combined , , experience in geotechnical and construction engineering. RADISE is also an �� •/ • ,. creo tors, — f eXPerle CtiOn SerV„A cE _ on _., . . A ty,7,-,, ,,„,,,,,.,, ' ,,,,,,,,,, .1.:.,,,r, FDOT Construction Testing Qualification Program (CTAP) Training Provider, � �s g training in house staff, FDOT personnel and outside clients, allowing us to keep our inspectors fully trained and certified at all times. A"Pit °Ab` As experts in providing geotechnical engineering and materials testing and inspection services, we are skilled in conducting site investigation, evaluation, design and support for the preparation of engineering plans; specifications and contract documents; as well as serving as liaison with project owners, cities, counties, consultants, agencies and stakeholders. We have worked on small and large projects for the SFWMD, USAE, FDOT, Counties, Cities, School Districts and numerous contractors/consultants. We perform all of our drilling in- n house with multiple truck and track mounted drillrigs. Our drilling capacities includes Standard Penetration Testing (SPT), rock coring, sonic drilling, wash probing, vibracoring, undisturbed sampling, test pits and monitoring well installations in all kinds of field -, i(sTrADISE conditions and access situations including: upland, swamp (partially inundated or tidally inundated), and on water. Some of our previous projects like Picayune Strand Restoration (Collier County) and the �.,, _ ���' aye' � aq *„. %"" _. �T.p ., v..° & �.ss°-'6"�"�' -- «,.°r.Mann" 0 a A L 1,41119777-1 'fv fi rrS �..dF .as .utl.. s A s ., 4 a { . antes : r PuaTrcatcoans t Prvrrra n each` Ct't cle'Ge a tec an I< 'oiat�o.,ry S_erv%cesort,ai�as lie d Bas s y "vim s vtime A �� sSTOW'J.; ,Q r 3A/3B seepage management (Broward county) area included site clearing and heavy equipment operation. RADISE has: El been serving Florida and the Miami area since 1997 ✓C1 always been a financially sound firm, with a history of no litigation, lawsuits or judgments Q maintained a perfect safety-first record of no OSHA lost time since the Company inception OUR OFFICES AND CMT LABORATORIES "RADISE.'not only prm tided great testing services, but they also were able to bring construction nater•ads and geotechnical\ezip`ertise`to address technical project issues:" Rodrigo Arrza Pfd:,PMP, Project Executive, Odebrecht, FLL Azrport Expansion Project RADISE has three offices located in Palm Beach (Corporate), Broward and Miami-Dade Counties; and maintains three certified construction materials testing laboratories in Palm Beach and Broward Counties; as well as Wilcox, PA. Our labs in Palm Beach and Broward are modern, fully-equipped labs with extensive testing capability, and our PB Lab is one of the largest water resources specialty labs in FL. We assure the City that our laboratory tests are performed in - 1 accordance with the current ASTM and AASHTO standards a, applicable to each test. We guarantee that our laboratory testing will always be in compliance with City, County ands�r , State standards, and will, meet the geographical work ' requirements of the project. Through exhibiting a high level of performance, updated/new equipment and extensive training, RADISE has acquired multiple laboratory certifications. We ., _ understand the importance of quality work and accurate test 5 results, and have the people, processes, hands-on experience ' \ ,, and equipment in place to meet and exceed the City's `, requirements for this contract. RADISE is one of the few labs in the State of Florida to hold all 3 certifications: D CMEC Certified �`�' /EaF< El FDOT approved � ��tia Q USACE Validated ("- P USS Army Corps . � of E tngln ersg ��ge_TaP�y Further, we take training and quality control very seriously. Our field and laboratory personnel have extensive training and are certified by the Construction Materials Examination Council, Inc. (CMEC), Florida Department of Transportation (FDOT), American Concrete Institute (ACI), Troxler and the National Institute for Certifications in Engineering Technologies (NICET). RADISE'S Office and Certified Laboratory Locations in Florida: MIAMI-DADE COUNTY Office and certified CMEC testing lab 10486 NW 31st Terrace, Unit 2 NAnisE44A,Wr emir. ° ° ',,',,::' \.. \ • 4:re? .w,.., .,.. r .._ aw:.....w._i fl""A710gAL � �� eques fa cili ra iioa.. -- roup•.. �� o ores es o an a, `' City o mia�mi "ea Citpwid eot ch . . . ,8„o at rye eded B is J",,,,,.„9,0'41 4^ Doral, FL 33172 305-989-7895 phone BROWARD COUNTY . i°14 `4 ``' '. Office and certified CMEC/FDOT testing lab -* a x i� , of g 3296 9th Avenue (Powerline Road) �;' ; Oakland Park, FL 33309 . `, , � � ° 954-881-3437 phone / 561-841 0104 fax - ;,,•41 . : .gym ,:,:i. V7,7 4 . . , x ®. . '44PALM BEACH COUNTY ' R; w ; Office and certified USACE/CMEC/FDOT testing lab "� 4152 West Blue Heron Blvd, Suite 1114 �� , Riviera Beach, FL 33404 _ " € 561-841-0103 phone / 561-841-0104 fax `. . 1 ItADISE SERVICES: - 4 . _ k 4 ENGINEERING SERVICES Q Services of a Registered Engineer �� 4 Z� 1 /1...k,,,yu ��-s `Q '.. Q Non-Registered Engineer Draftspersons , Cal Geotechnical and Geological Services 7'� of Q Technician Inspection Services I FULL SERVICES GEOTECHNICAL ENGINEERING: " = ) Q Shallow 86 Deep Foundation Design 86 Evaluations =, } •'Vis. * i', °,�f. . 1 Q Pavement Design & Evaluations a ,./4.--:„ . � ' zv 3 Q Evaluations (Sheet Piles, MSE & Gravity Walls) �;. — �, - *'.7-:,:. El Slope Stability & Erosion Protection Evaluations �1t ' � apt , Q Retaining Structures Design �� _ `' Q Bridge Hydraulics & Scour Evaluations `"' ° j Q Settlement Design & Evaluations / Site Suitability " Studies � � � `� �� °-",',.°'4---'-. 7�� Q Groundwater Seepage & Hydrogeology Q Groundwater Flow Modeling a' F �' t El Storm Water Design Assistance , Q Retention Pond Analysis k ,!-- ,.. Q Sheet Pile Analysis / Drilled Shaft Analysis _ `. , ' � - Q Pile Driving Analysis (PDA / EDCs) ?� , ...s.—.:-.1S: t ' „„,,.....,s,,„ y,` y Q Pile Integrity Testing (PIT) .. P Q Smart Structures Technology (EDCs) DRILLING SERVICES: .. `, ,,1 -` ` �` Q CME Heavy Duty Drill Rig m • ' � l International Support Trucks Q Pickup Trucks / Auto Hammers �-' '' El Wireline Capabilities / SPT / Coring Q Track Rig Q Barge Capabilities a . Vim' ,. 5 W.- 'F 144,104111.; 'is 6 i rt..� gq '...... �. ....,. ,. • .,... �s'4. " l ,. CHTS RN A710NAL :4-Zia4:°,44,„' 4 -Au, e - '. ore7A'43,, ..;. ''''''l.....,- ''..-14.-04 Aso orr ree ass acro o Svices onan Re ea � aboatas ' '' Go c each Cit dYCi p 3� V. Q Mud-Bug Mounted Rig Support , Q High Speed/Low Speed Gear Box � � �e +""t4 FULL SERVICE CONSTRUCTION MATERIALS :4V,,,, u TESTINGiii- - TA V tt -� '. 0: :£ �s Field Testing Services: 44; t Q Soil Sampling/Density Testing tet`-`- x t - ,+ Q Concrete Testing , , Q Light Weight Concrete/Grout ter, Q Asbestos and Lead Surveys w� • Q Aggregate Base Testing -„"" " ,v ,--A- *�.- El Asphalt Coring/Testing . Q Infrared Thermography (Roof/Walls) 2.01 Ground Penetrating Radar (GPR) El Water Vapor Transmission (WVT) .mss.. Lab Testing Services: iw f, Q Concrete Testing / Cylinders/Beams El Grout 8s Mortar Testing g El Aggregate Testing , El Asphalt Testing rl � a Q Rock/ Riprap Testing El Vibration Table (Relative Density) El Triaxial Strength &Permeability Testing (40 cells) � CONSTRUCTION ENGINEERING INSPECTION (CEII: Wel 1 � " & Certified Inspectors: L. �; E CTQP Earthwork I &II Inspectors --- ElTroxler Certified Techs , ,,-,„,:i ,, , 4# h ,' Q ACI Certified Techs/Inspectors z "� Q CTQP Asphalt Inspectors -Plant 8v Field m4 El Pile Driving Inspectors (PDA 86 EDC) ' ,._ .� . Q Drilled Shaft Pile Inspectors RADISE IS AN FDOT CONSTRUCTION TESTING aI ' QUALIFICATION PROGRAM (CTQP) TRAINING sV Ix `� PROVIDER: k �w �m • "� ^' x i � 4,�' Q Earthwork-Level I 86 Level II Courses ,�' � � Q Concrete Batch Plant Operation Course � � �� Q Concrete Field Inspector Specification Courses , k Q Concrete Lab Tech Specification Course ( c Q Concrete Field Testing Tech-Level 1 Course �� Q Concrete Lab Testing Tech-Grade 1 Course �_ �� ;, Q Pile Foundations Inspection Course ., � , sh; Q Drilled Shaft Foundations Inspection Course Beim an FDOT Training Provider allows RADISE to fully train all of our new staff, and keep all of our existing Construction Inspectors and CEI staff fully up to date on their certifications-ensuring the City that our personnel are the most qualified to work for the City! v mss.., �., .,; _.. .. _ :. "" .. INT E"'RN AiION-. Request for�»OuaEr�ca r'vrrs t6l�r�r� e ' _ - � "Yla HBe s Gid + a +` oto g email PS$s � h x PROJECT COMMUNICATION AND COORDINATION WITH CITY STAFF 0°Extensive cosy munication and interaction with Bauer Foundations was mantained"throughout the project to ensure all goals were met " Michael Germana, Bauer Foundations, Chief Financial Officer RADISE recognizes the importance of frequent and open communication with the City PM and staff as well as effective communication with other governmental entities and/or private stakeholders. RADISE will utilize a communication protocol, which utilizes the Project Manager as the primary point of contact for the project. All formal contractual communication to the City would flow through this point of contact. Day-to-day contact on technical matters may occur at the Project Technical engineering level. To facilitate communication and coordination with the City, monthly or more frequent meetings with the City Staff will be proposed to report on the status of the work and to coordinate other issues of a management and scheduling nature critical to each task. As a Client Satisfaction and Wellness check, periodic meetings with Senior RADISE and City Management staff may be requested to obtain feedback on overall RADISE performance. RADISE fully understands, and appreciates the need to perform as a seamless extension of City staff in representing and providing information to entities outside of the City. RADISE endorses the partnering concepts utilized by the City. Partnering objectives, which foster trust, and understanding and commitment to a common set of goals between the City, the Engineering Design Team, Contractors, Stakeholders and the Regulatory Agencies, are a critical component to the success of each City project and must be eagerly supported and implemented. QUALITY ASSURANCE AND QUALITY CONTROL "I have found RADISE to be highly qualified,professional, hardworking, and committed to its -!k) deliverables. They have exhibited the capability and experience to manage multiple projects in a, timely and cost efficient manner.' Stephen Galla LEED AP, RE., Senior.Pro ect Manager PARSONS RADISE has an in-place Quality Assurance/Quality Control (QA/QC) program to ensure the quality of all aspects of our work to meet our clients' technical and contractual requirements and objectives. QA/QC of work items will be performed in accordance with the Contract and delivery order-specific requirements and our approved internal QA/QC plan. RADISE will provide a QA/QC committed staff of experienced and trained personnel. Independent Technical Reviewers will also be assigned to each Task Order, based on their professional expertise and the nature of the work to be performed. Our QA/QC Program and standard operating procedures contain detailedlguidance to our technical staff on all aspects of QA/QC. Project instructions are updated as necessary throughout the life of a project and have been used effectively to guide our QA/QC program on SFWMD District, State (FDOT), and Federal Contracts and projects. The RADISE management team will monitor Contract performance, and is dedicated to continuous improvement by listening closely to the needs of the City. To assist the management Team in completing its mission and delivering high-quality services, each member has full access to RADISE's RADisE 'D"1#44,41,- : .. 's a fie?` +� ` '� 'Sw-ay eco este Qual ioat o to Pro �: (:aG �+ + tl @G C + �? t' e 6: t1 ° O 321 S f�$dS management and performance control systems, which are summarized below. RADISE emphasizes and follows a culture of Continuous Quality Improvement. Document and Data Control - Documented-procedures are in place describing the control of documentation within the RADISE System. The procedure defines controls for: © Approving documents for adequacy prior to issue E1 Review, update and re-approval of documents ® Change control and the current revision status of documents Q Accessibility of relevant versions of applicable documents © Legibility and positive identification of Quality documentation O Prevention of the unintended use of obsolete documents 2 A project file system is set up and maintained in a central office electronic file management location. The electronic project files will contain all digital project documentation in accordance with local office procedures. Control of Quality Records - Quality records provide evidence of conformity to the requirements, and effective operation of the Quality Management System: A documented procedure exists which defines the controls needed for the identification, storage, protection, retrieval, retention, times and disposition of quality records. Quality Planning/Project Control - Project specific Quality plans can be developed as necessary depending on the size and needs of the project and are an integral part of the RADISE QA/QC Program. Project specific Quality plans can be used to define how RADISE will meet our client's specific project QA/QC requirements. Quality plans address required quality activities, acceptance criteria, key stages of project development, responsibilities and authorities, and documentation requirements. RADISE QA/QC Program documented procedures ensure that all required quality activities have been performed satisfactorily by qualified personnel prior to the release of the work deliverable to our clients. Quality activities may include Detail Checking, Independent Technical Review, Drawing/Specification Checking, Coordination Review, Calculation Checking, or other reviews or checks as deemed necessary by the Project Manager or Quality Manager. Procurement Quality- Sub consultant and subcontracted services are evaluated and selected based on their technical expertise and proven ability to meet contractual requirements. Purchasing/contractual documents shall contain data clearly describing the product or service ordered, including scope of work, technical requirements, professional liability, qualifications of personnel, Quality Management and Quality assurance/Quality Control System requirements. The procured services must meet District contractual requirements. The type and extent of verification shall be dependent upon the type of service, historical performance or current status of the supplier/subcontractor. Control of Monitoring and Measuring Devices - RADISE maintains procedures for the control, calibration and handling of inspection, measuring and test equipment and performs annual re- certifications of its laboratories. All inspection, measuring and test equipment.used to perform analysis and testing for clientele shall be included in the program. Equipment shall be calibrated according to manufacturer's calibration specifications and procedures (if available), otherwise documented calibration methods shall be established according to manufacturer's specifications. Internal Audits - RADISE shall conduct internal audits at periodic intervals to determine whether the implemented RADISE QA/QC Program conforms to the contracted arrangements, and that it has 4 rnsa: t r. ort ndtto Mainiirli t of i i .l d e g S to n anus a Bas a � a * ‘ been effectively implemented and maintained. The purpose of the audits will be to verify that proper procedures, detailed checking, Independent Technical Reviews and document control activities are being followed and performed. All audit findings become documented non-conformances or corrective actions requiring corrective actions. Corrective/Preventive Action - A documented procedure is in place that describes the corrective action process. RADISE makes every effort to eliminate the cause of nonconformities, and potential nonconformities, in order to prevent their recurrence. Continuous Improvement- RADISE constantly seeks ways to continually improve the effectiveness of the Quality Management System through the use of quality objectives, audit results, analysis of data, corrective and preventive actions and Management Reviews. Client Satisfaction Feedback Reviews - The Project Manager and Corporate Quality Control Manager shall initiate periodic Client Feedback Satisfaction reviews with the District Project Manager and other District staff as appropriate. The purpose of this review will be to solicit District feedback regarding contract performance or other issues requiring attention by senior RADISE management. RADISE QUALITY CONTROL CMT REPORTING SYSTEM Quality Control for RADISE construction materials testing reports is documented throughout each and every phase of our projects. RADISE has proven quality assurance and control measures in place that have been developed based on many years of experience. Our evolving and improving internal QA/QC program establishes the Performance Standards, Policies, and Procedures by which our services are provided. Our QC Manual provides a guide for the overall QC program. It includes engineering, construction-laboratory material testing, pre-design, design, construction, and post- construction procedures and checklists aimed at accomplishing the overall goal of providing quality services. RADISE recognizes that a comprehensive QC program involves everyone in the company; each with a different responsibility, acting at different times, and at all levels of project participation. RADISE QC System-RADISE has internally developed and utilizes a proprietary software known as the RADISE QC System. RADISE's QC System is an innovative, secure and easy-to-use Web-based system application used to schedule, track, check and report all of our field and laboratory testing results -a first of its kind in the industry. Our QC System was developed to minimize human error. The QC System is a powerful testing and inspection based application that we have successfully used for the last 9 years to manage and report test results for all of our projects. It is specifically set-up for the recipient and used to schedule, track and report all of our field and laboratory testing. It even automatically schedules concrete cylinder pickups 24 hours after a concrete pour was performed - eliminating issues with cylinders left in the field! It was designed to remove human error in the field and in the laboratory. Once in the QC system, the reports are QC'd by the Service Lead, prior to a third review and QA by the EOR, before signing and sealing. Our engineering reports require a minimum of two reviewers' signatures prior to signing and sealing and issuance, to ensure that a quality report is delivered to SFWMD. Features of the QC System include: • Powerful, Easy to Use Mobile/Web-based System Q Real Time &Accessibility Anywhere - 24/7 ® Scheduling &Tracking Field Inspections ® Field & Laboratory Data Capture Q Project Specifications Tracking rnj X r "9.ss.. �z, r � .. .... ela w .ovi,?:Afj,,,,4-4, i1. ' k " ayamr. °�r `E4' IOYLSp 771 - � � Basifr ' .11r@C Y ZE on P r<€'49-',rae ,ea cea - Q Sample Data Tracking Q Electronic Delivery of Reports Q Secure & Confidential Information for Owner and Subcontractors Q Integrates Field and LaboratoryTesting Q Sample Chain Of Custody Q Scheduling Of Personnel and Testing Q QC of Construction Materials Tests Q QC Data Results Before the Client Review Q Reporting and Invoicing Q Environmentally Friendly Economical and Environmentally Conscious - Saves you time and money by significantly reducing work and paper flow. Alerts for failed tests enable quick reaction to promptly rectify any defects, I saving you money and time. d there is no Easy To Use - Only the information you request would be implemented and the output tailored to your specific needs. Computer interaction is very user friendly, password protected, an formal training required. Even the test result output is color coded (pass/fail/re-tests) to ensure ease of use and to virtually eliminate the potential for humanerror. ._. ___-__... .. _. .... . ....... Image of InPlace�, lkeriksity Report 1wPLACE DENSITY REPORT from t.... a�.. ,, R A S Pro}ect Name:NNHNC,Coke 511&1b Rep acenent Rep.K Date: 1219/2014 L/i GEenCi Project No: 120305 QCSyste Client Prof No: ADI e '":1'-''' = 'Test Date:ltJ6/2014 7echnlBan Name:Jermlah Curry C-16 So961201te Fill-; 60d69r_. 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P [1500+72.51.7 At aaaKart9.46 Atm A319 tt3a repans05ea,tbeaetuod 9,060650 n6,So hwl4Mpebe+aesKansppmvalot600ISSSneunaUnast 5013 _ err rel" Jr a ` " %a _'t 'mak 4 .A TAD ,. .:�,�__ rH/i._ ,i;,,.,,�_ Y F& ,r„ = .:3 f YEnN ATI O'DIAL • r'"" , „ .. � - ,'ae `% "Ar is a ?` Y.:1,1"4,-"1":44:4".144” , ,> bx, a "Rep tarHC� Q�1 GCt La1LS t0 at e=<�a ',s w6 t;:'' L'4 ! ,e-- a Nva, each'C d� feat" •04 nd r `ar,i�si�i Se a on n asp e d cl" as ?p . ._ A �" c. -' ' .. . - .. a*.. - -1. '��., ��. `�".. ... ,. RADISE REPORTING AND INVOICING '''",t,..-, ISE staff was tsmely° rsth' herr ngn durang a corse of the`development of t he Basis of Design and Preliminary Design of the Pro, -'w1,,,,They adapted to'_ umeroUs changes requested by thea client during the progress of the work " A t l. Uac �'�-esad, t' Br©wt's� Caldwell ,' llaert$asuz , � a�` , r, '4.vN ae� RADISE has worked for numerous Agencies just like the City of Riviera Beach over the last 20 years, and understands the importance of an efficient reporting and a detailed invoicing process. Reporting RADISE will generate and distribute field reports, laboratory reports, and management summary reports within 48 hours of completion, or as necessary to document the performance of the Task(s) included in the Contract and scope of work. However, our RADISE QC System allows access for the City personnel to review the field and laboratory test results at any time, 24/7, as the system is Internet based. All our reports are reviewed (QC and QA), checked in the RADISE QC System for accuracy and project specification conformance, and signed and sealed by the appropriate Licensed Professional in responsible charge. All inspection/test reports will be transmitted electronically, and distributed to the City, and agencies as may be requested by the City. Invoicing RADISE will incorporate the City's invoicing requirements and procedures into our RADISE QC System to ensure that every invoice meets the requirements for the personnel performing the testing.or service, that all the laboratory testing tasks are illustrated, and that the proper fee structure is appled to each and every invoice -guaranteeing invoicing accuracy. This includes budget management, as all our labor, fees, and past invoicing is included within the RADISE QC System - from the project start up to the project closure. This is another area where RADISE has a significant advantage over our competition. RADISE started out as an IT Firm, and consequently, we us IT in everything we do! We have built the RADISE QC System to manager our project setups, specification requirements, scheduling, all of our reporting, QC, and QA, right up to invoicing, as all of the field and laboratory services are pulled directly from the RADISE QC System. Our RADISE QC System and invoicing process allows RADISE to know exactly where the project or Task Order budget is, providing our staff with the tools to immediately notify the City about budgetary and project issues. Regular and efficient communication with the pity's respective staff It is how ISE does business! s's a "„ i ,! " ; d 6 @ �' Yeaear�owa� . om A i ��.....,....,.a�H. & Sil..7,10-1*;; 111,WV.,,vaiitt-es,'� f„„;%:e de°o ec o o " eiesone an aI ee r is' RADISE brings the advantage of d r . M !1w M k Smart Technology to the City through our 4��:�•: «� I Sister Company - Smart Structures! r41 45) es an Smart Sensors With major infrastructure work forthcoming, like the City of Miami Beach Pias in its pipeline, the era of smart, connected internet of things (IoT) will be all around in the City sooner than one can think. In this context, Smart Structures (a RADISE Sister Company) with more than a decade of history of embedment and other variety of sensors, could monitor various concrete structural elements using pertinent sensors in almost any structural or awareness application. The monitoring can be or a brief time during construction, and for long-term life cycle monitoring. Sensors are still underused, especially in infrastructure design, construction and maintenance. As States across the nation inspect their marine structures inventory to determine maintenance and rehabilitation needs, non-quantitative and highly variable data obtained from current inspection programs often prove inadequate for making comprehensive, long-term life-cycle and bridge management decisions. For example, concrete pile foundations undergo corrosion with time and require retrofitting. Inspection of marine structural elements like Sea walls require more than visual or even surficial measurements. Sensor-monitoring is becoming a big part of construction and post construction processes. Smart Structures assembles, tests and calibrates in-house distinct types of sensors: accelerometers, strain sensors, corrosion sensors and other customized sensors. These are embeddable or externally attachable depending on the specific project requirement. The embeddable sensor technology is designed to be cast directly into wet concrete and cured before the commencement of construction. Since sensors are embedded within the concrete during casting, these are at their most active state during construction, continuously monitoring strains, load capacity and integrity to ensure quality installation. On many projects, these sensor systems have been used to augment - and even replace -traditional approaches to construction quality inspection, resulting in much greater construction productivity. Smart Structures also assembles, tests and calibrates in-house external gauges depending on the project requirements. In summary, the utilization of smart sensors of Smart Structures (a RADISE Sister Company) enables safe, economical and accelerated construction, and an advantage to the City moving forward. .04/ z a ha Z �, ` '� %f�� _ P 5 ..._.....,. INTBRG ATIO i L i#4 * v a -.44"41,01,;-404- P Q CTEV:t 4i .��°�",i q vim« � @♦ © a X+' � `� f o' Bea B et o an a'- o e cse n edea Basi s 4. PAS& PERS O MA CE "Iam pleased;to recommend.I�ADISE used on their performance during Odebrecl t's`(OCJV's)work= on the Fort Lauderdale Airport Expansion Project. Extensive communication and interaction with the OCJV Team was maintained T'throughout the project"to ensure all goals were met �I have found RADISE to be highly qualified, professional, hardworking and committed to its deliverables." Rodrigo Anna P E, PMP, Project Executive, Odebrecht 1. ."_Project Name: African Heritage Cultural Art Center & Joseph Caleb Center- Auditorium Agency Name: Miami-Dade County Agency Contact,• Telephone & Email: `Mr. Alejandro "Alex" Peraza, Construction Project: Manager, (305) 375-3672, aperaza@miamidade.gov Year(s) and Term of Engagement: 2016 Project Description: This Miami-Dade percolation tests and soil boring:Project is located in two different sites'inMiami. The'. first site is the African Heritage Cultural Art Centerlocatedat 6161 NW 22nd Avenue and the second site is Joseph'Caleb Center-Auditorium m located at 5400 NW 22nd Avenue. " RADISE provided geotechnical engineering services including field exploration services- The field exploration program to evaluate the existing subsurface conditions for the project consisted of drilling three (3) Standard Penetration Tests (SPT) soil borings to a depth of thirty(30) ft. and performing five (4) Percolation tests to a depth of ten (10) ft. in general accordance with the South Florida Water. Management District. Percolation tests were performed at the sites to evaluate the hydraulic conductivity characteristics of the soil profile components for drainage design purposes and also to measure the groundwater,level from the existing ground surface for each test in both sites. RADISE recovered soil samples were visually classified in the field and in our laboratory by a RADISE geotechnical engineer using the Unified Soil Classification System (USCS) in accordance with the visual manual method of ASTM D 2488. Also selected soil samples were subject to additional testing for index properties to aid in their classification for engineering purposes. RADISE provided a brief Geotechnical Services Report which includes the detailed graphical logs of the soil borings,•SPT results,groundwater level, soil classification, and presentation of the permeability tests results at the test locations. c , Based on upon our interpretation the'subsurface,information revealed by the field exploration and laboratory testing, we also' presented analyses and recommendations including foundation design` considerations;and site preparation requirements for the new building. 2 Project Name: Black Point Park 8& Marina-Shrimpers Row, Miami Dade County, FL" Agency Name: Miami-Dade County Parks, Recreation and Open Spaces Department Agency Contact, Telephone & Email: Mr. Cesar.E. Perez-Castaneda, E.Y., C.G.C. , Construction and Renovation Specialist, (305):755-7853,,ceperez@miaxnidade.gov Year(s) and Term of Engagement:2015 Project Description: RADISE provided Geotechnical Engineering Services including an ACI Certified Concrete Construction. rain oozy � ' `✓ 'ia* .v. X e � �' to Do v a�.,. z a Y� ; t',,,€„ INTO Rq ATIONAL -41,4?° *-1°P;', t • x 0flECee �$ CQS.DY �0e.ofete c1— ' O 7trO Skt V1S to " � a � d a ,Q { a inspector to verify that the curbs are constructed in accordance with the project plans, specifications acid approved shop drawings. On site activities included visits to site as requested by the contractor to examine the formwork and reinforcement for the curbs, and providing a written approval of the work; when visual inspection indicates compliance with`the project documents. 3 Project Narne: Joseph Scavo Park, Broward County, FL Agency Name:Burkhardt Construction Agency Contact, Telephone 86 Email: Mr. William A. Zammit, (954) 391-5686, Senior Project Manager, bill@burkhardtconstruction.com Year(s) and Term of Engagement:-2014 Project Description: For new construction at this park, RADISE provided geotechnical tea. engineering and construction materials testing and inspection services. ;, including geotechnical oversight and related testing services during the augercast.pile installation and" masonryinspection services P r � For Augercast Production Pile Installation Monitoring, RADISE provided a senior engineering technician (inspector) during the production pile installation to ensure that the work was carried out in accordance with the plans, specification and :recommendations from the' test pile • f program. ,.. R For Masonry Inspection Services, RADISEprovided.a licensed buildingl� -'' ' inspector working under the special inspector to vefy that the masonry xr3 =r walls were constructed in accordance with : the project plans, specifications; approved shop drawings and all applicable local.Florida standard building codes. 4. Project Names G420 Pump Station Design of Turning Vane & Pump Modifications, Miami Dade County, FL Agency Name: Hazen and Sawyer. Agency Contact, Telephone 86 Email: . Mr. Samuel J. Smith, P.E., 561-314-2471, ssmith@hazenandsawyer.com Year(s) and Term of Engagement: 2014 - 2015 Project Description: PumpStation G420 is located approximately 0.7 miles north of SW 8th Street, and 1.1 miles west of NW `137th Avenue. Turning vanes were.constructed within the 90-degree bend of the supply canal, `approaching the G420 pump station. The turning vane are supported by H-piles driven into the canal, bottom. Areas between H=piles will be infilled with precast concrete planks/panels inserted between, the piles. New steel sheet pile wing-walls for both intake and outfall sides of G420 seepage pump station were also constructed. Theapproximate length of wing-walls is 35 feet in each of four (4) locations. RADISE provided geotechnical engineering services including field exploration/testing and laboratory testing services. The field exploration program to evaluate the existing subsurface conditions for the project consisted of drilling three (3) Standard PenetrationTest borings to depths of 40 feet below the existing ground surface. Soil classifications were based on visual observations supplemented by :l c_ e ,,.,; ., Y ,,. v :=sem. _�.:,�..:..�.__�, i x 1 s n n a r i o$A 1 w:!-.47,,.'f,!'''"1,i'.'1z,,'14f.,'''',-,'0-%'.:',1-,',,i'.,.,,,,,,.,,:.,,-',1.';..-,,4,i:.-r;.',.,.-,,'‘-'--,--'?,,-.4.r."-,'A...i...',...-,.;,..,-,'l-"',•,'-.''?i.*,:#,v'.,'...,f',-',0...,',:-.'7''.1.„'•=,,r-',.1....!,--.14-a'1",.'1-,-_-u '-,-,'',-# i . d ,,-„-i!-'.t..-,-5.., rg . „--1 �„ , ,� . ' ov de P.., iii d ' ° . Repu+es or T.TLYZ tis o x y0o ch. . de ,otec xuca�-1 s 0-0!I : or o eqTng Seances n an as Needed Bays s A• , Y Q laboratory test results performed'on selected representative samples Laboratory index tests consisting' rof full•Sieve Analysis,Natural Moisture:and OrganicsrContent tests were.performed on selected samples`; RADISE provided Geotechnical Services Report which includes the detailed`graphical logs,of, hesoil • Fborings groundwater"levels, and soil classifications 'RADISE also:;provided recommendations for various aspects of the project'including H-pile and sheet pile. wing.wall analyses for deflection and; z., recommendations for embedment depths„ 5 Project Name Riviera Beach Marina District South, Palm Beach County, FL Agency Name Calvin Giordano &Associates \A Agency Contact,; Telephone= & Email ' ) ii,.;, Stambaugh, PE, Director, (561) 681 52?1,,, DStambau h c asolutions':com g @,'g ` S Years) and Term of Engagement 2014 2015 ''Project'Description: The'Marina District South;Project, located in Riviera Beach, Florida, includes the new construction of a;;Bicentennial Park,'Boardwalk Promenade,new streets�and sidewalks, extensive utility"improvements, surfaceparking for up to 700 vehicles, 5 feet of site fill, a seawall/retaining wall along the docks,and; i. the construction of a new Marina Events Center consisting of a 25,000-square`foot,two`and three-story building The „, ,. # new development involved.the removal of all'of the existing; £= „, a •.-'..'.-,.',,";-:,:i.','".i...,',:.„..,"'';'.•.:_''.-'.;,-'-.'--.,-....,.'-.,.'-.--.'--',',r''---,,',„ ..,..,,,•,.,..-'....s,y'..!.2••:,.„=---',: ,,.,;.,'',„.'2..,'.:-:.!':0'”'a-.:1-_'2,<::-.;.:'&::,:-?':—`,,:.'-,r"'„1:1,.44,-,;,'.„,,.1,,,.,.,4,:--....:,..,...,„.,-,.,1:..,.:5.-.,'.',,:.e,,."-., structures,and sequencing of construction to,redevelop the f Z Marina area ;, RADISE provided Geotechnical and Environmental ,' `"" -Engineering 'Services including laboratory testing The 1! 1; � ' .work involved>providing environmental>drilling and testing, ' ", standard•;penetration test (SPT) borings, auger-,borings, 1/4:,tg ��,$da A ' " asphalt ihpav t stint ado ea .13. ri a sect ment, field ;P tY g P . ration tests ' ,,; r u Geotechnical laboratorytesting;of soil samples included ° - 7 � - 1 ..:t)- 1 ..t performing moisture content testing, organic contents,, mechanical :grain size .analysis, Atterberg 'limits, and -, ` " a ¢ ""`fin* corr'osivity testing r, RADISE wasalso involved-with providing oversight 05r i6v of multiple ESA I and-ESA II, I and asbestos; sand lead paint surveys for the-numerous structures'on site RADISE prepared a:Geotechnical Report; .to.include foundation design,and construction recommendations for the entire development to'`include the new Marina Events Center,,all pavilion and park structures, tank structure,relocat ons, parking, utilities, roadway improvements and retaining walls r • • ,,. gym. INT@Rp4T10 qA1 P� Off " te1L 1!),11s:_°":t " d fir+' _ ���x erv�.ae 'n asp a ect�Basr __ TAB 2 1 1 Firm Certifications, • Local Tax Receipt 85 Insurance • • y ronnisE IN TB RN ATION AL : eat! S>rO Qital tfi&L i01 Ossa E 4.0Fw r : 4 N !, a .ffi -ittiy,o Blia�Bea e� _ Geo ec c a`nn in ra o a Serpne on am ads ee enPnasts owiiin4a4'1; "b -1;14t � x , Pre-Qualification Certificate-Returning Vendor Self-Service Portal Page 1 of 1 Miami-Dade.County �� � internal Services Department _ADE Architecture/Engineering(AIE) .� 0,, Pre-Qualification Certificate This certificate is hereby RADISE INTERNATIONAL LC issued to: 4152 W BLUE HERON BLVD SUITE 1114,Riviera Beach,FL 33404-0000 Approval Date: 11/01/2017 Expiration Date:11/30/2018 The above name applicant is pre-qualified to provide professional NE services for Miami-Dade County for the period indicated above.The applicant has committed its firm to comply with the specific conditions listed below: 1. Pre-Qualified to offer professional services only in the Miami-Dade County technical categories shown in the"Statement of Technical Qualifications."All technical category restrictions must be strictly adhered to. 2. Pre-Qualification Certification(POC)consolidates the technical certification,affirmative action plan,and vendor registration into one streamlined certification process resulting in the issuance of a Pre-Qualification Certificate. 3. Report any significant changes,such as contact person,qualifier,ownership,firm address,etc.,by login on the Self-Service Portal at wwwmiamidade.gov/vendor within 30 days of such a change:Failure to report said changes to the County may result in the immediate suspension or termination of your firm's,Pre-Qualification Certification. 4. Failure to renew your firm's PQC.at least thirty (30) days prior to your firm's current expiration date may result in the suspension and/or'termination from County programs and current or futurecontracts until your firm's Pre-Qualification Certification has been properly renewed. Any lapses in the certification of any of the required PQC areas (vendor registration,affirmative action plan,or technical certification)will result in a lapse in your PQC.Firms are responsible for observing and adhering to all submission deadlines. 5. Any renewal applications and/or supporting documents submitted after the application deadline might delay the review of your firm's PQC certification to the next available Technical Certification Committee meeting. The PQC application, submission deadlines, and the Technical Certification Committee meeting calendar can be found on Procurement Management website located at°http://www.miamidade.gov/intemalservices/prequailiification-certification.asp ( 6. Permit Miami-Dade County representatives to have access during normal business hours to audit books and records to verify information.submittedwith this application. This right of access shall commence on the approval date of this certificate and shall terminate cm its expiration date. Please note that if at any time Miami-Dade County's has reason to believe that any person or firm has willfully and knowingly provided incorrect information or made false statements,the County may refer the matter to the State Attorney's Office and/or other investigative agencies,initiatedebarment,procedures,and/or pursue sanctions or other legal remediesin accordance with i Miami-Dade County policy and/or applicable federal,state and local laws. ' Approved By Technical Certification.Committee Miami-Dade County • 1. 8t %\A .i sE INT ER NAT ION AL IteS/- :.fzelttes.!arcfre?!.!fijifitif:, _sto i; (of . 03,64,cireAy,v3444,Oeoetkoblu,9440.9.! LIRC•raW4r4Test,mot Serntes ofirlro.RNee4.5319B4s1P-' lr. 7,,ov,.„ • Technical Certificate-Returning Vendor Self-Service Portal Page I • *iv\ Miami-Dade County MJAM • Internal Services Department taiNfX tl".*:1,J$ Statement of Technical Certification Categories Firm: RADISE INTERNATIONAL LC 4152 W.Blue Heron Blvd.,Suite 1114, Riviera Beach,FL 33404 Code Category Description Approval Date Expiration Date SOILS,FOUNDATIONS AND MATERIALS TESTING-DRILLING, 9.01 11/01/2017 11/30/2019 SUBSURFACE INVESTIGATIONS AND SEISMOGRAPHIC SERVICES I SOILS,FOUNDATIONS AND MATERIALS TESTING-GEOTECHNICAL 9,02 AND MATERIALS ENGINEERING SERVICES 11/01/2017 11/30/2019 9.03 SOILS,FOUNDATIONS AND MATERIALS TESTING-CONCRETE AND 11/01/2017 11/30/2019 ASPHALT TESTING SERVICES: Approved By Technical Certification Committee • Miami-Dade County Ott 2;t7tV;f:X.,V; 4,1iveffiicr,r7A:te,i1"N!!2-1:,4v:."` /.1.446X",' cow INTVIINATIONAL 4 1 a > . With G O eb 1C ; O` rtO E: S d d0 Wt. a _ . •$„ }e v 4" W,a ^ Y Internal Services Department Small Business Development MIAM I:ADE 111 twv1 Street,lath Floce OUt ! Miami,Fiodda 33128 niamidadegov mianidadegcr T305375-3111.F 3053753160 Apri112,2018 Kumar Allady RADISE INTERNATIONAL,L.C. 4152 W. BLUE HERON BLVD Suite 1114 RIVIERA BEACH,FL 33404 Approval Date:November 30,2017- Small Business Enterprise-Architectural&Engineering(SBE-A&E) Expiration Date:November 30,2020 Dear Kumar Allady, Miami-Dade County Small Business Development(SED),a division of the Internal Services Department(ISD)has completed the review of your application and attachments submitted for certification. Your firm is officially certified as a Miami-Dade County Small Business Enterprise-Architectural&Engineering(SEE-A&E).The Small Business Enterprise(SEE)programs are governed by sections 2-8.1.1.1.1;2-8.1.1.1.2;2-10.4:01; 10-33.02 of Miami-Dade County's Codes. This Small Business Enterprise-Architectural&Engineering(SEE-A&E) certification is valid for three years„provided that you submit a "Continuing Eligibility Affidavit”on or before your anniversary date,November 30,2018.The affidavit must indicate any changes or no changes in your firm pertinent to your certification eligibility.Thesubmittal of a"Continuing Eligibility Affidavit"annuallywith specific supporting documents on or before your Anniversary Date is required to maintain the three-year certification.You will be notified of this responsibility in advance of the Anniversary Date. Failure to comply with the said responsibilities may result in immediate action to decertify the firm. If at any time there is a material change in the firm including, but not limited to, ownership,officers,director,scope of work being performed,daily operations,affiliation(s)with other businesses or the physical location of the firm,you must notify this office in writing within.(30) days. Notification should include supporting documentation. You will receive timely instructions from this office as to how you should proceed,if necessary.This letter will be the only approval notification issued for the duration ofyour firm's three years'certification. If firm attains graduation or becomes ineligible during the three-year certification period,you will be properly notified following anadministrative process that your firm's certification has been removed pursuant to the code. Your firm's name and tier level will be listed in the directory for all SBE certified firms,which can be accessed through Miami-Dade.County's SBD website:,http:Mvww:miamidade.gov/smallbusiness/certification-lists:asp.The categories as listed -below affords you the opportunity to bid and participate on contract's with Small Business Enterprise measures. It is strongly recommended that you register your firm as a vendor.with Miami-Dade County. To register,you may visit: http:/Jwwwumiamidade.gov/procurement/vendor-registration.asp.Thank you for your interest in doing businesswith Miami-Dade County. If you have any questions or concerns,you may contact our office at 305-375-3111 or via email at sbdcerta(' miamidade.gov. Sincerely, Claudious Thompson,Section Chief Small Business Development.. CATEGORIES:(Nth'firm may kid cr patidpde on oxitrads cnlyunderthe a categaics) INTERNATIONAL ° attxde 4 ccs an ase [eo i�e 4a o owy Cxt e- eo eahmc .,,a' MDC-TCC 09-01:DRILLING,SUBSURFACE INVESTIGATIONSANDSEZSMOGRAPHIC SERVICES MDC-TCC 09-02 GEOTECHNICAL AND MATERIAL ENGINEERING SERVICES MDC-TCC 09-03:CONCRETE AND ASPHALT TESTING SERVICES NAICS541330:ENGINEERING SERVICES 7 'Y A ,[z^ sh w'.�.,�4 .. F.,..�.w,.,.,.... 1 N T 1?R tJ A T 10 d!A l <, w 'Re to t citi0 to m w or a.o- s Ayr. Et o eac ei eo a tur, oxo e t e c uora Q � B%b a' s;t Internal Services Department Small Business Development MIAM4 E 111 NAM Street,19thFlocr C010 TY Miami,Nokia 33123 rriamidadegov mianictac gw T 305375-3111 F 335.375-31M • April 12,2018 KumarAllady RADISE INTERNATIONAL,L.G. 4152 W.BLUE HERON BLVD Suite 1114 RIVIERA BEACH,FL 33404 Approval Date:November 30,2017-Small Business Enterprise—Goods&Services(SBE- G&S) Expiration Date:November 30,2020 Dear Kumar Allady, Miami-Dade County Small Business Development(SBD),a division of the Internal Services Department(ISD)has completed the review of your application and attachments submitted for certification.Your firm is officially certified as a Miami-Dade County Small Business Enterprise-Goods&Services(SBE-G&S).The Small Business Enterprise(SBE) programs are governed by sections 2-8.1,1.1.1;2-8.1.1.1.2;2-10.4.01; 10-33.02 of Miami-Dade County's Codes This Small Business Enterprise-Goods&Services(SBE-G&S)certification is valid for three years provided that you submit a "Continuing Eligibility Affidavit"on or before your anniversary date,November 30,-2018.The affidavit must indicate any changes or no changes in your firm pertinent to your certification eligibility.The submittal of a"Continuing Eligibility Affidavit"annually with specific supporting documents on or before your Anniversary Date is required to maintain the three-year certification.You will be notified of this responsibility in advance of the Anniversary Date. Failure to comply with the said responsibilities may result in immediate action to decertify the firm. If at any time there is a material change in the firm including,but not limited to,ownership,officers,director,scope of work being performed,daily operation's,affiliation(s)with other businesses or the physical location of the firm,you must notify this office in writing within.(30) days. Notification should include supporting documentation. You will receive timely instructions from this office asto how.you should proceed,if necessary.This letter will be the only approval notification issued for the duration of your firm's three years'certification.If the firm attains graduation or becomes'ineligible during the three-year certification period,you will be properly notified following an administrative process that your firm's certification has been removed pursuant to the code. Your firm'sname and tier level will be listed in the directory for all SBE certified firms,which can be accessed through Miami-Dade County's SBD website: httpa/www.miamidade.qovlsmallbusiness/certification-lists.asp.The categories as listed below affords you the opportunity to bid and participate on contracts with Small Business Enterprise measures., It is strongly recommendedthat you register your firm as a vendor with Miami-Dade County. To register,you may visit: httpafwUv+w.miamidade.govlprocureinent/vendor-registration.asp.Thank you for your interest in doing businesswith Miami-Dade County. If you have any questions or concerns,you may contact our office at 305-375-3111 or via email at sbdcertfc miamidade.crov. Sincerely, Claudiaus Thompson,Section Chief Small Business Development. CATEGORIES:('1bu'firm may kid cr patidpete on o:ntrats arlyurderthe$e categeles) d�.' A v� w� i AnI ' ..,� N. _ u ,.rIHl ERNA OdI AL „:„.5:4_,,.:.:.,„ ....._:.. „...,:5,071i.7,„:,..„,tri,,:ts„..-.._:,, if.A4„,,,,:...:::.......,.,„,, .g d d' fCFi. O ,1'KG , a8” r a ' Gni o N e e f e Geo ec n><cal a n bona o es 1,,,":1,0',.x.0.-- ng •a ces•on an a NTeecl"ed Ba i _ 7 NIGP 90740:ENGINEERING SERVICES,NON-LICENSED(NOT OTHERVNSE CLASSIFIED),INCLUDING CONSULTING NIGP 918:CONSULTING SERVICES NIGP 91800:CONSULTING SERVICES. NIGP 91875:MANAGEMENT CONSULTING NIGP 95826:CONSTRUCTION MANAGEMENT SERVICES NIGP 961:MISCELLANEOUS SERVICES;NO,1(NOT OTHERWISE CLASSIFIED) :NIGP 96100:MISCELLANEOUS SERVICES,NO,1 NIGPNI96148:LABORATORY AND FIELD TESTING SERVICES(NOT OTHERWISE CLASSIFIED)INCL,HAZARDOUS WASTE. GP 968:PUBLIC WORKS AND RELATED SERVICES NIGP 96800:PUBLIC WORKS AND RELATED SERVICES -NIGP 96847:INSPECTION SERVICES,CONSTRUCTION TYPE ...k+'�.a ...�vw.w,,,. .a ,,vim� i>,,x..,�®atern - E�,e_�`xi4. ... .a.�».�..-......,�...._,....._. _ BAIII -f� '" IN T9 Rp ail°dAI 4iNPNINVOleVitiv:Tipar 11.41940-7-45,5174;40:07.51;:m.. .;t1legnzimx:1-7.7.-16.1 x ` i $ achY s a ces n o aeerie Bas Internal Services Department Small Business Development MIAMIiiDE 111 NVV1 3reEt,19thFlocr 01,6 • Miami,Florida 33128 ' rriamidadegov mianidadegwT,305375-311l F 3053753160 April 12,2018 Kumar Allady RAD1SE INTERNATIONAL,L.C. ' 4152 VV.BLUE HERON BLVD • Suite 1114 ,RIVIERA BEACH,FL33404 Approval Date:November 30,2017-.Local Developing Business(LDB) Anniversary Date:November 30,2018 Dear KumarAllady, Miami-Dade CountySmall Business Development(SBD),a division of the Internal Services Department(ISD) has completed the review of your application and attachments submitted for certification.Your firm is officially certified'as a Miami-Dade County Local Developing Business(LDB)in accordance with section of the code of Miami-Dade County., LDB certification is continuous with no expiration date; however,firms are required to attest that there are no changes via the No Change Declaration formon or before the firm's anniversary date to remain certified. You will be notified of your annual responsibilities in advance of the Anniversary Date listed above.You must:submit the annual No Change Declaration.form no later than the Anniversary Date to maintain your eligibility. You will be notified of this responsibility in advance of the Anniversary Date.Failure to comply with the said responsibilities may result in immediate action to decertify the firm. If at any time there is a material change in the firm including,but not limited to, ownership,officers,director,scope of work ' being performed,daily operations,affiliation(s)with other businesses or the physical location of the firm,you must notify this office in writing within (30) days. Notification should include supporting'documentation.You will receive timely instructions from this office as to how you should proceed,if necessary. Your companyis certified inthe categories as listed below affording you the opportunity to bid and participate on contracts with Small Business Enterprise measures. Please note that the categories listed are very general and are used only to assist our customers in searching the directory for certified firms to meet contract goals:You can find the firm's up-to-date certification,profile as well as all other certified:firms on the Miami-Dade County Internal Services Department,Small Business Development Certified Firms'Directory at the website http://www. ms.asp. It is strongly recommended that you register your firm as a vendor with Miami-Dade County,To register,you may visit: httn:flwww.miamidade.povlprocurement/vendor-registration.asp.Thank you for\your interest in doing business with Miami-Dade County, If you have any questions or concerns,you may contact our office at 305-375-3111 or 'sb d ce rt(cir mia m id ad e.g ov. Sincerely. • Claudious Thompson,Section Chief Small Business Development CATEGORIES:C r firm mai Lid cr paticipte on contracts cnlyurderthese categories) NCS 641330 ENGINEERING SERVICES IHTP Rp ATIO NAL !deo' : 044°,1,Y.44.1917:*re"11.I::$4,1;t1"';' eGruestfalt,,Otta tifidtorts tolrrovf •d '1.-4 Cx o � i Bea: `Ci: wx a Gent c i za`o g est a vrees Qn asp c�ec Basi • a,�q ' f v ,.; tix. t 3®,.>..« ate '` ;x"4 RADISE International,LC, Boarcf4,„� *ass ° � cern - - CA No:8901 iT ¥zs tr `A:° Expires:2/28/2019 # 1 L� nt ti t � E �� � d _ f _ lr A aothocizesi ander thograelei aa�„ ` to;ofer o to tying service* public tbrooghh Ptofcsatot4at't "tet. .Wt ehapter ATI,Florida Stntuica.. 'Expiration: list'UIT "t wo Cit.tc:ivot „ '"..;JJ,tht Pio:.`-::3.'U1J4tSa9 ft .P^' ., -$'3ii1 State Florida epartmertt Stikte I certify from the records of this office that RADISE INTERNATIONAL,L.C. is a limited liability company organized under the laws of the.State of Florida, filed on September 30, 1997. The document number of this limited liability company is L97000001085. I further certify that said limited liability company has paid all fees due this office through.December 31,2018,that its most recent annual report was filed • on January 2,2018,. and that its status is active. • Given wider lily hand and the Great Seal of the State.of Florida at Tallahassee,the Capital,this the Second day of January,2018 a.-ti°34,14 te". 1044A Secretary of State Poo Tracking Number:CC6873483874 To authenticate this certifcate,visit the following site,epter this number,and then follow the instructions displayed. htaps://services.su n b izorg/Fi tings/CertificateOlS I atus/CertiticateAuthenticat ion d / 3ss. / 9 : ' 9 IMTQ ntJ ATInAE r o fi, rrYi geae clew eotec iia is 1?,a arat o �rng awe x�ces oa an as Need Basis -- $ `: odili - ., 420/we e ,_,..) "2- '7, ‘c: +l.!; ✓ F o 7 y �.. Sine nesCertification R.AD1SE , ntemn tional I r� ed under the pistons of 287 and 295 187 Fit�stda Statutes;;fora pe7. od from 07/2012017: to' 07120I2019`� g4tttic of e �fSt~l dr TtTstt',7frt w^tx �OtL5 tX3331?ue3D ala1al ;;'' 'Y¢ trt*,,os ,,-. . ,'.SU (alta�raiut tE vcelA::4 a ryN � L _. T414- gid- . . INTERNA710N AL Rea es 4 Cir of miBea Grtyv eo �e sada o e maces oa an as„Nee„,e Bs• Radise lrttet'nati®nag, L.C. • . mc4 is racemry»at mis renorerorydas c�,o„arematcsam, ;10486 NW 31St Terrace. , [ � techatcaJcampeamcesndtawtdtametttneregnirornentstor 0072 EV �.eta+mL+sofcosttuldlanInaatcslbatawtortns!??speeka� drn4urlg4rearasuucttanmarert�rs Un#ed States ReinspectivnDuo bate:615/2019 :nom "'� 1 .q, Accred tatlonID:1005164 Concrete 1 ASTM Mtthods::ASTM Co84 AASHTQ'Methods:PASHTO 13x9 H ASTSOM MetthCdB:.ASIAN D24a7ASTh7DZ68S Y . • ao' r e-FT.:. CphehernD*aRnoahbr 1 t v tbe;ss93ar2P»1B9rAccreditation Date: 615/201$ tJeArikft.S i m0411,riBuw tifo1dLaorA1irpitnrifAPlaPtfit$ttlili ecioda7sdonnavk3narwmdM+GmeeagvtewagkaCAW • INT a AN AtION AL r an ,_.,--N, sF n ., r." ,„ !: -k ' c Bas<s re �'' ° , G' D fe oct 4 i � ' er�te � t,..>.zt �q @Q cC oxT , . ,-; , ' ? 4" cit .. es°,'‘20il �"r, -,, . - t ."- , Radise Interna296 nnal, C R� Th s is to oertity..,,,„,..„,,d,...... t/his laboratory ho,6001 aoc:TeC to, Oakland Park,FL 33309 {r. 'EC,,,-,;:. tachn7cst eompotenca and found to m..hee regeirementator United.States parf109 0 tho last 09 mOls 8stad botow for No Fnspacdon arM tpsdng or eons(medon mpfarlats. -,„,..,_....,--- 5 Reinspection Due Date:10!1812017 PASHTO R18 Accreditation ID: 1004425 (6,Aggregate ASTM Methods:ASTM 0117.ASTM 0127.ASTM 0728,ASTM 013x1.ASTM 0702,ASTM Sp eciriwtien 01077-Aggregate,ASTM Spec40050n 8329-Aggregate PASHTO Methods:005970 8176,PASHTO T1 t,PASHTO 127,005970184;PASHTO 165 Concrete ASTM tdethads:ASTM 011134,ASTM 01231,ASTM 0138,ASTM 0143,ASTM 0172,A57M 0173,ASTM 0231.ASTM 031,ASTM 039,ASTM 6511,ASTM Sperificallon 01077-0onaete, ASTM SpMMethods£329•Conaele PASHTO Methods:PASHTO M201.IWSHTO R00,PASHTO 7119.A,4SHT0 7121.AASHT01102,PASHTO 7190.AASHTO122.AASHT0123,PASHTO'1309 Soil ASTM Methods: ASTM 01140,ASTM 01557,ASTM 01883,ASTM 02216,ASTM 02487,ASTM 02488;ASTM 02974,ASTM 0-021,481M 04318(1),ASTM D4318(2),ASTM 04944,ASTM 06938,ASTM 0899,ASTM$5908 1100 03740-Solt,ASTM Speelftcatlon E325 508 PASHTO Methotla:0600108150,0659101160,AASMTD'T793,AASt1T0 T217,45 911 0 12 85,AASHTO 7267,AA5ttr07310,AASHTD 769,505010 TOO.PASHTO 799 Accreditation Date: 12!1/2016 Expiration Date:1117/2018 rT.�e (:k_.ttrT7tT•Rr�'12rs7Ti_n_.tn±+. ]7Li:t A. "C r The oprrent scope ofpccredlLotion aan ho obtained by viawlrtg the CMEC (;11ri+ta her d.Ituhimem. D:rviA' 4:wnte Directory olAccredited L4barstaries[www.emeoorg) P Director of Accreditntioa Executit•e Director • 4,;,-vi % � '� / j x `# �� �k14„:\\---,,,,,,;,e .....� 1 � r ,,... e r Zac . r 4 e ' t/ O iz ttoD tale t rg tt- _ 1. " . " n ' t x . tri fiae T eo C axe da o E o e Se rCe onas>Teedeosis n . a fir. f3 4 • 7. 'L * '77 s v £. ' Nn 3y`. D STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION QUALIFICATION PERFORMANCE REPORT MAC Evaluation ID: 0000010361 Evaluation Type: IA Observation Tech Name: Winsor Polo Evaluation District: District 4 Dates)of Evaluation: 627M017 Qualification Area Evaluated: 'Conaete Laboratory Technician Level I Evaluation Status: Satisfactory IA Observation , -7-7j: - - . -,,71'.,-..,-7.27-7---7-�. PASSED Chea;t!62,,�5��4,.Crb1T....i' PP.3r29,Py?Ii„4�>�.r.9._ t3ta S SGP S,Gzs1?LOSettue�. .... a,�, ..,., .., Comments: Evaluation Summary: Was Sampling,Testing andfor Reporting demonstrated according to qualification standards? Yes It results were unsatisfactory,tills evaluation resulted to: It strike 1 or 2,results were documented. It strike 3,written summary of evaluations were sent to District Material Engineer for disposition. Antonin Woolley June 27,2017 Signature of Independent Assurance Evaluator/Observer Date Approved Recipients: Technician Wnser Pozo....... ...........___......_._._...._._.__....__.__..__...... Technician's Supervisor' winsor Pozo Radise international, L.C. '3 4152 West Blue Heron Blvd,Ste Y114&11 Y1 £ 1'ieetbca,dttthat this tab ratoryhasbeenacxrcditedhr Riviera Beach,FL 33404: VIGRAEG . /-1,nmpstancoarnrlound lamaexrharogW7-„,gta/or 4< �j/�G ormrap xna coat marnoda acxoe ba+w.tar ileo Mapacrtm United!StatL'S F 3 - andtastfng MranatnrcHan rnatartah. �, 4::--,/,'" Rolnspauo actioDData:4111!2018 AASHTO°R18 _ -, Accreditation ID:4005078 egate `, Aggr .. - . ASTM Methods:A317210117,ASTM 0123,ASTM 01262,ASTM 0127,457M 0126,ASTM 0131,ASTM 0136.ASTM 0142,ASTM 029,'451M C40,ASTM 0668,A5'5M 0702,ASTM CPA ASTM 02419, ASTM 03744 ASTM 04791,ASTM 075,ASTM Saeetieaden 01077-Anyecete,ASTM 5penec.Ttion E329-Aggregate • PASHTO T2f0,AA5rif0 7255,PASHTO AASHTO Methods:PASHTO R78,PASHTO T106,AASHTO 711,AASHTOT112.,AASHTO 7113,A45FR0;71T6,AAGHT0 719,AASH7O 12,PASHTO ..1-.1, U T27,AASHTO AASHTOT84,AASHT0785,AASMOT98 • - - - - Mato Methods:9215 555 - Concrete' AS1MMethode ASTM 01064,45TM 01231,ASTM'0130,ASTM 0143,ASTM 0157,45151 01611,'45TM C1621 ASTM 0172,ASTM 0173,ASTM 01728,ASTM 023(ASTM 031,ASTM C39,ASTM' 042.7,51510416.7,51990511,451510017,7,5151078.01-1T510,:07 ASTM 0805,ASTM 0939,A01M Spadfira iw+018717-detente:ASTMSgocificatico E320-Cunoreta. " AASilTOMelttodx/N5HT0 MZat,PASHTOR68,AASH70T1IO,ASHTOTt21.A45HTOTiSZ OTt60;PASHTOT186.04514701165,MsllTOTn.AossTo'rzs.MoHTol231,AASHTo 724,A4SH70 T309,AASHTO 1345,RASHID7347,'AASHTO 797 Masonry - ASTMMM Mothoda:,ASTM C1015.AST0511,ASTM0700 ASTM 599613.66116 OltSS Masenry,*S1M 539111119919;9 6328.Maaanry 4451470 Mathada:AA6HT0 M20t - a $011"L. - AS1114 teethed:ASTM 01140,ASTM 01558,ASTM 01557,ASTM 01883,45151 02188,A51M 02218,4571 02419,ASTM 02434,ASTM 02435,ASTM 02487,A57M 02468,ASTM 029550,ASTM. ,.0421,ASTM D4315(1),ASTM 04310 42),ASTM D4767,AS114.04944,&snit 050114 ASTM 0558;ASTM..06938,A5T14 0696,ASTM 07928,ASTM 0854,A51M-569ogca016 03740-Soil,'ASTM SFat59w see 2328,'Set'1 - .- - ' - PASHTOMatheda:PASHTO 658,PASHTO 1174,PASHTO T100,AASHTO T134,AA3HfO T176,AASHTO T180,PASHTO T151,AASHTOT193`'AASHT0T209,PAS11707215,AA51-1707216,PA21510., 7217,AASHTO 7285,AASHTO 5287,AASHTO1298,PASHTO T297,AASHTO T310,AASHTO Tae,MStirO Ta9,'AASHTO T90.AASHTO 799 - Slats Idatheds:FM 1 7099,FM 1 7195,FM 6514,FM 5 515,FM 5550,FM 5 551,FM 5 282,FM 5553 Accreditation Date: 61212018 i Expiration Dato:;711012018, c tiodcA4 SaAltit ee pCi pher Ti0.01.1 n4anc David A. 0' SpivS .. -'7hecarrenta OxacuddRallait can beob09lt0dby 716Wlag Me CMEC CtlrlstepherJ Robb:eon.P.E. R ,•1e11ygfHrecenr 0irramr nr ArrrMikittnn '.. _ ;'INrcafrxry OfAeemdffadLatraratoNes,{v+tmcmaeat3) _ ' , -,,,,:,;,,f?,,,,,',,,,,,,/,,,,,.1:,.,,t,,,_ a- ,,,,,,,,,.,:,,,,,,,,,,..,,,,,,,,,z,,,,,, „ ,.,,,,,, Ili 1 88545I0113,6 "4":*17:i;„ ift:V*AA,10.4‘7,4:.,4r ,11W‘i a rr8 O 't t o C o «fieeded 0 " fir° ��� \�` xr�'•: zg ; • Radise international,L.C.' ;err, inralaroae,rrtyNnl9daTeeamro7ye he aew«rtrodror 4152 West Blue.Heron Blvd,Ste 1114&1111 roenn>�ieompomncea,reronnam..:na+o,o,nautm mmr .. EC- Riviera BeachFL 33404... mmmO rrlorearmanwrs t+a+nenamwm�roa)napecr)o6 United States �,' +T �'a-- dtort9t9 a/eoAetruetbn matartJa • Reinspection Sue Date:4/11/2019 AAS HTO 111 8 Accreditation ID: 1005078 Aggregato.� ASTM Methnda:.AS1M 0117,ASTM 0123,A3191 01292,ASTM 0127,ASTM 0128,ASTM 0131.ASTM 9136,AS773 0442,/.5771 020,ASTM 040,00151C.566;,117.1 0702,ASTM 086,08100 02410. ASTM 03744,ASTM 04791,ASTM 076.ASTM 509015669301077-/.98110840,ASTM 6960600608 E329=0got86o4e, T' : AASHTO Me000c s:-0000110 070.0105870.7104,008810 111.6.002HT0 7112,././.0870 T110;663810 1176.009810 719.003810 12.,AASHTO 121,.0/.58701210,/1.69870,1265,005870 T27.06010'01304,0030110184,86.5810186,060/110196 .,' ,. State 1er118401 FM 6358 ' Concrete- ,.. 99151 34210006(ASTM 01064,0817A 01231,ASV/0138,00101 0143,00761 0917,.00751 C1616,ASTM 00621,80100 0172.ASTM Ctn.ASTM 01160,ASTM 0231,ASTM C31,ASTM 039,ASTM C42,A57h1 C496,.63151 C611.AS151 C617,ASTM 070.0151M 0006,ASTMC939,AST4Specit:lion C157.7-Concrete.ASTM Specification 9323.Concrete 400571014e9085,0 005067011201,:060170 1660,0600170 T119,:00011101121.0601170152.38.0000182.6.10011186.0650100 T198,000810122.065870723././.08107231.0000170` 124,063810 7300.46911101345,AA004701'347.0000670187 - Masonry - .. ASTM Methods:,ASTM 01019,ASTM C611,/.510007801 -Annex-A6,A518p8c01e0tion 01093-MSpecification 800n,y.A51M E323 Masonry _ . A80810 Methods:AASKTO Soil .. , „ . ASTM 042./10194 4 ASTM 011114518(2)668,ASTM 01.6 M 04 41883,ASTM 02166,ASTM 02218,ASTM 02418,ASTM 0.105 ASTM 02/.35,ASTMA$,ASTM 124800 0314 02550,007rd 4421.AOTTN 04314(1),ASTM 04318(2),ASTM 047570 P.S'iM 04844,ASTM 05084..ASTM DS;b,/.5700.06538,ASTM D69S;ASTM 079280 A5113138.64.AS�td Sp0ci608tbn 03740-SOii,RSTM 09800001005329•soil w;,. AAS5110 Met80d01 00SHT0 098,0601{70 R74,M0HT01100.0651670 T134,AASNTO T176..AASHTO T100.00S4TO T191.AASH10T183"'AASHTO T208././.50001215.MSHT01218.0051110 1.211 669HT07265,M0H101267,649HT0T286,MOHT01297,MSH700310,AASHT0008,MS810 T8n,MSHTO Ten,AAStiTOT69 Mato Metheds:FM 11099:11.411180,51/1,5614.7119515.FM6960,FM 6631,FM:8652,FM 5693' Acateditation Date: 512/2018 - -- Expiration Data:111012019 pavccIr 4.Sowage C'hvC Tier F 720burltkott. Dnvid A.Savoie -.. The eum02070pa 0f00gR6020201rtp2nbfarn80487 vtme9 rho 004E0 Christ09007 J.Roniesen.P.6. 0irsv40r of 0001741144100 "' sx. ,I 05-eatoty 014cer(51302090070 oria9(8jnw,e49(0.3117). F aennrw fllrnt'4nr. • -N • • • 9 ,iffi„art '4L6„ ' ^3.,m,i a.,.,.. ,..s..�..s .818 0 6 0 t t 0 8 A 0