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01/19/2011 Task OrderDANNY L. KOLHA GE CLERK OF THE CIRCUIT COURT DATE: January 27, 2011 TO: Judy Clarke, Engineering Public Works Division ATTN.• Clarke Briggs FROM: Pamela G. Hanc ck, . C. At January 19, 2011, Board of County Commissioner's meeting, the Board granted approval and authorized execution of Item C27 Task Order between Monroe County and ADA Engineering, Inc. for engineering design and permitting services for the Tom's Harbor Channel Bridge Repair project. The task order is being awarded under the On Call Professional Engineering Services contract with ADA Engineering, Inc. Enclosed is a duplicate original of the above - mentioned for your handling. Should you have any questions please do not hesitate to contact this office. cc: County Attorney Finance File,/ TASK ORDER FOR ON CALL PROFESSIONAL ENGINEERING SERVICES BETWEEN MONROE COUNTY AND ADA ENGINEERING FOR BRIDGE #904600 TOM'S HARBOR CHANNEL BRIDGE REPAIR DESIGN In accordance with the Continuing Contract for On Call Professional Engineering Services made and entered on the 16 day of December 2009 between Monroe County hereinafter referred to as the "County" and ADA Engineering, hereinafter referred to as "Consultant" where design services are allowed if construction costs do not exceed $2,000,000. All terms and conditions of the referenced Contract for On Call Professional Engineering Services apply to the Task Order, unless the Task Order modifies an Article of the Agreement of which will be specifically referenced in this Task Order and the modification shall be precisely described. This Task Order is effective on the 19 Day of January 2011. Article II Scope of Basic Services, Paragraph 2.1.1 is amended as follows: The scope of services for the Tom's Harbor Channel Bridge Repair Project will include completion of design for construction, permit applications and support during the bid and construction phases of the project, as described below: The Design for Construction shall include, but shall not necessarily be limited to, plans and specifications which describe all systems, elements, details, components, materials, equipment, and other information necessary for construction. The Design for Construction shall be accurate, coordinated and in all respects adequate for construction and shall be in conformity, and comply, with all applicable law, codes, permits, and regulations. Products, equipment and materials specified for use shall be readily available unless written authorization to the contrary is given by the County. 1.0 DESIGN DEVELOPMENT 1.1 The Engineer shall review the FDOT bridge inspection reports, physically perform an inspection of the bridge, prioritize the bridge deficiencies and make recommendations as to the necessary repairs. 1.2 The Engineer shall prepare a Design Development Letter Report for the County's approval. The Design Development Report shall consist of a written document that establishes and describes the size and character of the proposed Repair Project as to engineering and structural systems, materials and such other elements as may be appropriate. 2.0 CONSTRUCTION DOCUMENTS PHASE 2.1 Based on the approved Design Development Documents and any further adjustments authorized by the County in the scope or quality of the Project, the Engineer shall prepare, for approval by the County, Construction Documents consisting of Drawings and Specifications setting forth in detail the requirements for the construction of the project. Construction documents shall conform to the standards contained in the following: Florida Department of Transportation Roadway Plans Preparation Manuals http: / /www. dot. state .fl.us /rddesign/PPMManual/PPM.shtm 2. Florida Department of Transportation Design Standards http: / /www. dot. state. fl. us/ rddesign /DesignStandards /Standards.shtm Florida Department of Transportation Structures Manual http: / /www. dot. state.fl.us /structures /manlib.shtm 4. MUTCD http://mutcd.ffiwa.dot.gov/ 5. American Disabilities Act http: / /www2.dot. state. fl.us /proceduraldocuments /procedures /bin /625020015.pdf 6. Florida Statutes http: / /www.leg. state. fl.us/ Statutes /index.cfm? Mode = View %20Statutes &Submenu = l &Ta b= statutes &CFID= 14677574 &CFTOKEN = 80981948 2.2. The Engineer shall provide Drawings and applicable Technical Special Provisions for the County's review (the Florida Department of Transportation Standard Specifications will be incorporated by reference). 2.3 Upon completion of the Construction Documents Phase, the Engineer shall provide Construction Documents for the County's approval. Upon approval by the County the Engineer shall provide the County up to 5 sets of Construction Documents that have been signed and sealed by the Engineer. The Engineer shall also provide an electronic version of the construction documents. The Engineer shall provide an estimate of anticipated construction cost in accordance with the construction development phase. 2.4 The Engineer shall assist the County in the preparation of the necessary bidding information for the production of bidding forms, the Conditions of the Contracts, and the forms of Agreements between the County and the Contractors by providing supporting information as to the projects scope, bid items, estimated quantities and construction duration. The County shall prepare all Bidding Forms, Conditions of the Contract, and Forms of Agreement. 2.5 The Engineer's construction documents (plans, specifications, etc) will conform to all codes and regulations of the federal government, county, state, municipalities, agencies and state departments, in effect at the date of this Agreement, and shall be of such completion as to be acceptable for review and ruling by said agencies when permits are applied for. The Engineer shall use due care in determining permit requirements and shall meet with regulatory agencies as necessary to coordinate specific permit requirements. The Engineer shall document all meetings and conversations with said regulatory agencies. If permits are denied for incompleteness or for lack of following said codes or regulations, or permit requirements, then the Engineer will conform the construction documents in such manner to receive permits upon such plans. Work required by the Engineer to conform documents to federal, state, city, county, or agency specifications to allow them to be approved shall be completed at no charge or cost to the County, unless said requirements are changed during the course of the project. 2.6 The Engineer shall file (through the County) all documents required for the approval of governmental authorities having jurisdiction over the project. The Engineer shall file (through the County) the necessary documents to obtain Environmental Resource Permits and all other permits required for construction. The County shall be responsible for the timely submittal of all permit application fees. 2.7 At intervals mutually agreeable to the County and Engineer, the Engineer shall provide drawings and other documents which depict the current status of design for the County's review and information. The Engineer shall provide an estimate of anticipated construction costs. 2.8 As needed by the County, the Engineer will provide clarification and answers to questions from prospective bidders during the construction bid process. Answers will be provided in a timely manner in order to facilitate bidding. 3.0 CONSTRUCTION DOCUMENTS PHASE REQUIREMENTS To satisfactorily perform the Construction Documents phase requirement, the Engineer must complete the tasks set forth in paragraphs 3.1 through 3.9. 3.1 Plan View — This consists of general plans and overall coordinating plans explaining repair work, and plan enlargements for important and special areas, General Notes and Environmental Notes. 3.2 General Elevations 3.3 Sections Overall Sections — Overall bridge longitudinal and transverse "explanation" type. Detail Sections — Full sections conveying basic configurations and proposed repair work. 3.4 Details — As required. Indicate key conditions. a. Details to adequately indicate structural system. b. Details of major unique conditions that impact the proposed repair. 3.5 Schedules — Prepare an estimate of the Construction Time. 3.6 Bid Items and Estimated Bid Quantities 3.7 Specifications — For general specifications, FDOT Specifications will be incorporated. Comprehensive, abbreviated methods, materials and systems descriptions in tune with the drawings will be developed as necessary with Technical Special Provisions. 3.8 Estimate of Construction Cost — Estimate of anticipated cost in accordance with the Design Development/Construction Documents. 3.9 Other Consultants' Design Development Sets — As appropriate to the Project. 4.0 CONSTRUCTION PHASE 4.1 The Engineer shall review and approve or take other appropriate action upon Contractor's Shop Drawings submittals for prefabricated elements to be placed permanently in the structure but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Engineer's action shall be taken with such reasonable promptness as to cause no delay in the Contractor's Work or in construction by the County's own forces, while allowing sufficient time in the Engineer's professional judgment to permit adequate review. In general, said review and action shall be completed in 10 working days from receipt of a shop drawing submittal, excluding resubmittals. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities or for substantiating instructions for installation or performance of equipment or systems designed by the Contractors, all of which remain the responsibility of the Contractors to the extent required by the Contract Documents. The Engineer's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Engineer, of construction means, methods, techniques, sequences, or procedures. 4.2 The Engineer shall, without additional compensation, promptly correct any errors, omissions, deficiencies, or conflicts in the work product of the Engineer or its consultants or both. 4.3 The Engineer must reimburse the County for any added costs paid by the County during construction that were incurred as the result of any error, omission, deficiency, or conflict in the work product of the Engineer, its consultants, or both. This added expense is defined as the difference in cost from that which the County would have paid if the work was included in the bid, and the actual cost presented by the Contractor. The Engineer shall not be held responsible for additional deficiencies found due to a delay in the construction of the project or for those hidden deficiencies that could not reasonably be determined through a review of the FDOT Bridge Inspection Reports or physical inspection of the bridge by the Engineer. 5.0 CONSTRUCTION COST Contemporaneously with the submission of the Design, the Engineer shall submit to the County in writing its final estimate of the contractor's anticipated bid price for constructing the Project. Once submitted, the final anticipated price estimate shall be adjusted by the Engineer to reflect any increase or decrease in anticipated price resulting from a change in Design. 5.1 The Construction Cost shall be the total estimated bid cost to the County of all elements of the Project designed or specified by the Engineer. 5.2 The Construction Cost shall include the cost at current market rates of labor and materials and Equipment designed, specified, selected or specially provided for by the Engineer, plus a reasonable allowance for Contractor's overhead and profit. 5.3 Construction cost does not include the compensation of the Engineer and the Engineer's consultants, the costs of land, rights -of -way, financing or other costs which are the responsibility of the County. 5.4 The Engineer agrees that, should the bid for construction of the project exceed its estimate by ten percent (10 %) or more, it will redesign, redraw or rebid, at no additional cost or expense to the County, until the bids are within the stated limits. Article VII Payments, Paragraph 7.1 is amended to include the following: The Consultant shall be paid monthly; the following not to exceed amounts will apply for each phase of the project: Design Development $ 30,953.18 Construction Documents /Bid Phase Services $159,645.83 Construction Phase Services $ 14,090.40 Total Lump Sum Fee $204,689.41 Article IX Miscellaneous, Paragraph 9.29 Federal Highway Administration Requirements do not apply to this project. All requirements shall be completed no later than December 31. 2012 for total lump sum fee of $204,689.41 (Two Hundred Four Thousand Six Hundred Eighty Nine Dollars and Forty One Cents). IN WITNESS WHEREOF, each party caused the Task Order to be executed by its duly authorized representative. Consultant ADA Engineering, Inc. 6�� - IZ 3, " Sig Date {SEAL) . ­ a KOLHAGE, Clerk By Deputy Clerk Date: /9 ,2 - -11 Witness � e z /a13o� Sig a re Date N BOARD OF COUNTY COMMI8$ibi4ERSN OF MONROE COUNTY, FLORIDA' ' ra By: Mayor /Ch . ma PfOa nOt:e _UN.7Y ATTO'NE`. APPROVED AS TO FORM: a M Q `1 0 A M C 0 1J 0 HRIS "r6NE M. 1_1FASERT- BARROWS ASS1STANT ATTORNEY DatzL� ADA Engineering, Inc. Fee Proposal for Tom's Harbor Channel Bridge Repair Design Project r - - J October 27, 2010 (Revised December 3, 2010)(Revised December 17, 2010) Ms. Judith S. Clarke, PE Director of Engineering Services 1100 Simonton Street, 1 -213 Key West, Florida 33040 Corporate Office 8550 NW 33 "' Street, Suite 101 Uurat. Florida .13122 F 305.551,4608 F 305.551.8977 s,vww. ache nguieenng. corn Reference: FEE PROPOSAL FOR TOM'S HARBOR CHANNEL BRIDGE REPAIR DESIGN PROJECT Dear Ms. Clarke: A.D.A. Engineering, Inc. (ADA) is pleased to submit for your review and consideration our revised fee proposal for the above referenced project. We have included in our proposal the Scope of Services that was provided to us without the previous modification on item 5.4, our manhour breakdown as well as those of our subconsultants, and a preliminary schedule. These have been included as attachments A -C respectively. Please note that we have added the additional fee for the turnarounds but for these we have assumed that the existing beams will be able to handle the additional loads. Additional services would be requested if a redesign of the beam is required. We feel that we can perform the repair design based on the Field Reports and therefore have not included any surveying or geotechnicai work in this proposal. After the Design Development phase we will notify you in writing if we feel that survey and geotechnical work is necessary to complete the design and prepare the construction documents. We also did not include any public relations type services. We have condensed the Scope of Services to three main tasks for this fee proposal. They are shown below with their corresponding fee. We have slightly modified the fee for Task 2.0 so that we can have round fee of $195,000 instead of $195,009.41. Task 1.0 Design Development $ 30,953.18 Task 2.0 Construction Documents Phase $ 159,645.83 Task 3.0 Construction Phase Services $ 14,090.40 The total lump sum fee is $204,689.41 (Two Hundred Four Thousand Six Hundred Eighty Nine Dollars and Forty One Cents). Please let us know if you have any questions or need additional information. We look forward to working with you on this project. Best Regards, A.D.A. Engineering, Inc. Alberto D. Ar udin, PE, CGC, LEED AP ATTACHMENT "A" Proposal Format for Scope of Services ADA has modified the format for the scope of services to condense the required services into three general tasks. These include Design Development, Construction Documents Phase, and Construction Phase Services. The following shows all the Tasks and a short description of the work to be performed for each one: Task 1.0 Design Development Task 1.1- Data Gathering and Bridge Inspection ADA will obtain readily available inspection reports, previous repair plans, as -built drawings, calculations, geotechnical data, surveys, etc. from Monroe County (County) and /or the Florida Department of Transportation (FDOT) for the existing bridge. ADA and EAC Consulting, Inc. (EAC) engineers will review the obtained data to prepare an assessment of the bridge. In addition, ADA and EAC engineers will provide up to two site visits. Marlin Engineering, Inc. (Marlin) will provide a field inspection and field inspection report for the existing bridge in compliance with County and FDOT requirements. Task 1.2 - Design Development Letter Report After reviewing the data, the ADA Team will prepare a letter report outlining its findings and recommendations. Any additional services such as surveying, geotechnical, and testing will also be identified. Conceptual cost estimates will be prepared in an effort to evaluate the feasibility of the repairs. Task 2.0 Construction Documents Phase Task 2.1- Construction Documents Construction documents will be prepared to address superstructure and substructure repairs. These will include plan and elevation, details, notes, and cover sheet. See EAC's manhour estimate in Attachment "B" for a more detailed list of drawings. The plans will conform with the requirements of Section 2.1 of the Scope of Services provided by the County. See County provided Scope of Services also in Attachment "A ". Technical provisions and special specifications will be provided on the plans. FDOT Standard Specifications will be incorporated by reference as indicated in section 2.2 of the Scope of Services provided by the County. We are proposing to submit plans at the 90% and 100% submittal stages of the project. ADA and EAC engineers will attend a review meeting with the County after the 90% submittal. Task 2.2 - Cost Estimate and Schedule Prepare construction estimates at each submittal. ADA Will also prepare a project schedule at each submittal. A conceptual schedule for the project is submitted with this proposal and is included in Attachment "C ". For the conceptual schedule we assumed a Notice to Proceed for our work of January 10, 2011. We also assumed three months for permitting and a construction time of nine months. Task 2.3 - Permitting ADA will prepare all required permit applications and permit sketches. The County shall be responsible for paying all permit fees. Up to two rounds of Requests for Additional Information (RAls) will be provided as part of this task. Task 2.4 - Bidding Phase As part of this task ADA will provide assistance to the County in preparing the bid packages and will respond to questions from prospective bidders. It also includes attendance to a Pre -Bid meeting. Task 3.0 Construction Phase Services Task 3.1- Pre - Construction Meeting Attend the Pre - Construction meeting. Task 3.2 - Services During Construction The services to be provided include review of shop drawings and response to Requests for Information (RFIs). Any attendance for construction meetings and inspections shall be considered additional services. ATTACHMENT "B" IN ......... ..... .... .......... ..... . . . . . Tom's Harbor Channel Bridge Repair Date: Oct. 25, 2010 (Revised December 17, 2010) EAC's Estimated Manhours Component Task Units No. of Units Hours/ Unit No. of Sheets Total Hours Comments General Review Bridge Inspection Report LS 1 LS 6 Review Existing Bridge Plans LS 1 LS 4 Review Previous Repairs Plans LS 1 LS 4 Deck repairs, Pile Jacket details 2 Field Visits LS 1 LS 32 2 Visits x 2 Persons x 8 Hours/Person/Visit Prepare Design Development Report LS 1 LS 40 Size and character of proposed repairs, structural systems and materials. Need to compare bridge repair with bridge replacement and include cost estimates for both. Common Sheets Index of Sheets Sheet 1 6 1 6 Include Existing Bridge Plans General Notes Sheet 2 16 2 32 Bearings Replacement Details Sheet 2 24 2 48 Expansion Joint Replacement Details Sheet 1 24 1 24 Superstructure Plan and elevation Sheet 1 32 1 32 Bridge Repairs Staging Sequence Sheet 2 16 2 32 Bridge Maintenance of Traffic during Repairs Existing Prestressed Beams Repair Details Sheet 2 24 2 48 Prestressed Beam EA 0 8 0 Prestressed Beam Schedules Sheet 0 12 0 0 Load Rating Per Beam 2 10 1 20 2 existing Finish Grade Elevation (FGE) Calculation LS 1 16 16 Finish Grade Elevations Sheet 1 16 1 16 Bridge Deck Design EA 1 24 24 Traditional Design Method (Stage Construction) Bridge Deck Reinforcing and Quantities EA 1 8 8 Deck Reinforcing and Concrete Quantities Diaphragm Design/ Jacking Loads EA 0 24 0 Superstructure Plan Sheet 2 20 2 40 Stage Construction Superstructure Section Sheet 1 24 1 24 Stage Construction Miscellaneous Superstructure Details Sheet 1 60 1 60 Including concrete diaphragm Sections & reinforcement around deck appurtenances &turnarounds Foundation Layout Sheet 0 24 0 0 End Bent Geometry EA 0 8 0 Wingwall Design and Geometry EA 0 16 0 End Bent Structural Design EA 0 16 0 End Bent Plan and Elevation Sheet 0 24 0 0 End Bent Details Sheet 0 20 0 0 Substructure Existing End Bents Repair Details Sheet 2 20 2 40 2 End Bents ( Caps, Cheekwalls & Header) Intermediate Bents Geometry EA 0 8 0 Bent Structural Design EA 0 24 0 Bent Plan and Elevation Sheet 0 16 0 0 Bent Details Sheet 0 18 0 0 Existing Bents Repair Details Sheet 2 20 2 40 4Intermediate Bents Pile Jacket Repair Details Sheet 1 24 1 24 Existing Pile Repair Details Sheet 1 24 1 24 Spalls /De laminations Reinforcing Bar Lists Sheet 1 10 1 10 Miscellaneous Utility hanger details Sheet 1 24 1 24 Develop details to maintain existing utilities during repairs Slope Protection Restoration at Abutments Sheet 1 24 1 24 Sub -Total 26 702 Quality Assurance/ Quality Control LS 1 4Y 35 Supervision LS 1 1 3% 35 Coordination LS 1 "' 21 Review Meetings EA 2 8 16 2 Meetings x (2 Personsx4Hours /Person /Meeting) Assemble Computation Book & Quantities LS 1 16 16 Single bridge Cost Estimate LS 0 12 0 Including updates as necessary Technical Special Provisions LS 1 24 24 Extremely Aggressive Environment /Severe Corrosion iota) I Lb 1 849 Notes: Based on our review of the Bridge Inspection Report dated 2/18/2010, the following observations should be noted: a) The exposed deck slab bottom reinforcing steel has reached a critical corrosion level that the deck slab structural integrity to carry the loads is in question. b) The steel bearing assemblies have advanced corrosion with up to 100 %, section loss. Jacking the superstructure to replace the bearings will be required. Our manhour estimate is based on the following assumptions: 1. Complete bridge deck replacement. 2. No widening of the bridge is considered except for a 1' wide by 5' long section for the wheel chair turnaround in the sidewalk September 6, 2010 To: Alberto D. Argudin, PE, CGC, LEED AP A.D.A. Engineering, Inc. 8550 NW 33 Street, Suite 101 Doral, FL 33122 From: Eduardo Vazquez, E.I. C.B.I. Marlin Engineering, Inc. Re: Tom's Harbor Channel Bridge - County Bridge 904600 Dear Mr. Argudin: MARLI ENGINEERING Per your request please find our scope of service and cost estimate for the structural inspection at the above mentioned bridge. Scope of Service: 1- Structural inspection of the super and substructure components of the bridge. 2- Deliverables will consist of a comprehensive bridge report with inventory photos of the site, detailed description of deficiencies found with measurements, photos, sketches and video log if necessary of every deficient area, as well recommendations for repairs where necessary. 3- The inspection team will consist of a 3 men team (as per OSHA regulations for the underwater portion of the inspection), all diving equipment necessary for 3 divers including dive boat and digital camera with video capabilities. Team leader will be a Florida Department of Transportation Certified Bridge Inspector. Lump Sum Fee for inspection: $ 7,978.12 (See attached for details) We forth see a turn around of 5 days from beginning of the inspection to submittal of the report and can begin work as soon as needed. We appreciate the opportunity of submitting this estimate to you and I look forward to working with you on this project. Should you have any questions please contact us at your convenience. Sincerely, Marlin Edua o a ez, E.I. CB.I. 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L . L , L " L- Pi,tx Li Li L L L L L LL: Ll L 11 1' — — — — — — — — — — — — — — — — — — 7 7 7 7 7 7 7 7 7 — — — — — — — — — — — — — 6 i z. A A p " A A 9 C � A A A : A 4 Aj� A A 6 4 C :t N � � ! � - - - - 0 V VR �2 �2 �R V V A A ; ; . � N A 'A A A A A 4 Z . . . . ... . . . . . Ck. 0 o f CL 32 Cm CL C, IL w A a': u > W J S W 0 L) . . . L 0 0 1 0 a L d m U 0 A L) < ¢ < a R ;i ;i < < < < < C o 0 0 0 0 0 u L) u L) a 0 < RV CERTIF ICATE OF LIABILIT INSURANCE OP ID BH I DATE(MM/DD/YYYI) 01/24/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ACEC /MARSH 701 Market St., Ste. 1100 St. Louis MO 63101 Phone 338 -1 391 Fax: -6 -3173 INSURED A.D.A. Engineering, Inc. Att• Ivet a Argudin 8550 NW 33 St., Suite 101 Miami FL 33122 CUSTOMER ID #: ADAEN-1 INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS INSURER(S) AFFORDING COVERAGE INSURER A: Hartford Accident & Indemnity INSURER B: EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSURER C: 1100 Simonton St, RM 216 INSURER D: LIMITS INSURER E: EACH OCCURRENCE INSURER F: A X COMMERCIAL GENERAL LIABILITY 84SBWCG2118 11 /01 /10 11 /01 /11 CLAIMS -MADE I OCCUR NAIC S 22357 COVERAGES CERTIFICATE NUMBER: Dwlctnu All lucoD• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, Monroe County BOCC EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. AUTHORIZED REPRESENTATIVE 1100 Simonton St, RM 216 LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 84SBWCG2118 11 /01 /10 11 /01 /11 CLAIMS -MADE I OCCUR PREMISES (Ea occurrence) MED EXP (Any one person) $1,000,000 $ 10,000 • XCU PERSONAL & ADV INJURY $1,000,000 • CONTRACTUAL LIAR PROFESSIONAL LIAR EACL GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY -X] PRO LOC JECT PRODUCTS - COMP /OP AGG s2,000,000 $ A AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS 84UEGPQ2064 11 /01 /10 11 /O1 /11 COMBINED SINGLE LIMIT accident) $ 1,000,000 BODIL Y NJ INJ BODILY (Per person) $ SCHEDULED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X HIRED AUTOS X NON -OWNED AUTOS $ IX Uninsured Motorst $ A UMBRELLA LIAB X OCCUR 84SBWCG2118 11 /01 /10 11 /01 /11 EACH OCCURRENCE $3,000,000 EXCESS LWB CLAIMS -MADE AGGREGATE s3,000,000 DEDUCTIBLE X I RETENTION $ 10,000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIV OFFICERIMEMBEREXCLUDED? � /A 84WEGLA3854 1 /01 /10 11 /01 /11 X W A U- H- TORY LIMITS ER E.L. EACH ACCIDENT $ 1 1 E.L. DISEASE - EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below - E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS/ VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is re wired) Re: Monroe County BOCC is included as additional insured for move except WC as required by written contract. coverages I cmIIri{. 1C m"Lunm r'Amr 1 ATIflm - --v I=6rzUV:rntrvKU 6:URPt7RARU71V-P01 rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MONROE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County BOCC AUTHORIZED REPRESENTATIVE 1100 Simonton St, RM 216 Key West FL 33040 - --v I=6rzUV:rntrvKU 6:URPt7RARU71V-P01 rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD Mean #Ar- 71na AnAFNnin ACORD. CERTIFICATE OF LIABILITY INSURANCE F D 10/ 9/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER SunCoast Insurance, div of USI CONTA NAME: PHONE $13 321 -7500 N 813 321 -7525 C No El 1715 N. Westshore Blvd., Suite 700 Tampa, FL 33607 813 321 -7500 ADDRESS: CUSTOMER ID #: INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: BeaZley Insurance Company Inc. 37540 A.D.A. Engineering, Inc. 8550 NW 33rd St, Suite 101 Doral, FL 33122 INSURER B $ INSURER C COMMERCIAL GENERAL LIABILITY INSURER D INSURER E: INSURER F: $ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD POM CY EFF POLI EXP LM TYPE OF INSURANCE POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY RENTED PREMISES O occurrence $ CLAIMS -MADE I--] OCCUR A E MED EXP (Any one person) $ PERSONAL & ADV INJURY $ W GENERALAGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ $ POLICY F PRO- I CT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE (Per accident) $ $ NON-OWNED AUTOS UMBRELLA LIAB H OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION T WO STATU- OTH- ORY AND EMPLOYERS' UABILITY Y / N ANY PROPRIETORAPARTNER/EXECUTIV� E.L. EACH ACCIDENT $ OFFICER(MEMBER EXCLUDED? N/A (Mandatory in NH) E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below I I E.L. DISEASE - POLICY LIMIT $ A Professional V15WC7120401 10/18/2012 10/18/201 $2,000,000 per claim Liability $2,000,000 annl aggr. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Professional Liability coverage is written on a claims -made and reported basis. Monroe County SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Engineering Services;Attn: Judy Clark P.E. ACCORDANCE WITH THE POLICY PROVISIONS. 1100 Simonton Street Room 216 AUTHORIZED REPRESENTATIVE Key We FL- 33040 V—�:A IX 06--0.1- Aa— 01988 -2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) 1 of 1 The ACORD name and logo are registered marks of ACORD #S424448/M417907 KEB