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Home My WebLink AboutReso 2022-3329J RESOLUTION NO. 2022 - c A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, APPROVING A SECOND AMENDMENT TO THE AGREEMENT WITH CRAIG A. SMITH & ASSOCIATES FOR CIVIL ENGINEERING SERVICES FOR THE CENTRAL ISLAND AREA PUMP STATIONS AND DRAINAGE IMPROVEMENTS, EXTENDING THE TERM OF THE AGREEMENT FOR AN ADDITIONAL SEVEN HUNDRED THIRTY-ONE (731) DAYS, ATTACHED HERETO AS EXHIBIT "A"; AUTHORIZING THE MAYOR TO EXECUTE SAID AMENDMENT; AUTHORIZING THE CITY MANAGER TO DO ALL THINGS NECESSARY TO EFFECTUATE THIS RESOLUTION; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on January 2111, 2021, via Resolution No. 2021-3160, the City Commission of the City of Sunny Isles Beach ("City") short listed six (6) civil engineering firms, in response to Request for Qualifications No. 20-07-01 for Continuing Professional Services ("RFQ'), pursuant to the Consultants' Competitive Negotiation Act; and WHEREAS, the City requested general civil engineering services as one of several disciplines listed in the RFQ; and WHEREAS, Craig A. Smith ("Firm") was one of the six (6) firms short listed to provide design, surveying, permitting, and bidding services; and WHEREAS, on May 20th, 2021, via Resolution No. 2021-3199, the City Commission approved an Agreement with the Firm, in an amount not to exceed $443,865.00, to provide engineering services related to the Central Island Area Pump Stations and Drainage Improvement Project ("Services"); and WHEREAS, pursuant to Section 6.1 of the original Agreement, on January 1St, 2022, the City Manager exercised his authority and executed a First Amendment to the Agreement to extend the original term for an additional 180 days; and WHEREAS, after careful review and consideration, the City Manager has determined that an additional contract extension is necessary for the Firm to complete the desired Services; and WHEREAS, the City Commission now wishes to approve a Second Amendment to the Agreement with Craig A. Smith & Associates, Inc. to provide an additional extension of time, thereby extending the term of the original Agreement for a period not to exceed Seven Hundred Thirty -One (731) days, effective June 30, 2022, attached hereto as Exhibit "A". NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, AS FOLLOWS: Section 1. Approval of Second Amendment. The City Commission hereby approves a Second Amendment to the Agreement with Craig A. Smith for the Central Island Area Pump @BCL@4C0D4D10.doc Page 1 of 2 307 Stations and Drainage Improvement Project, extending the term of the Agreement for an additional Seven Hundred Thirty -One (731) days, attached hereto as Exhibit "A". Section 2. Authorization of Mayor. The Mayor is hereby authorized to execute said Amendment. Section 3. Authorization of City Manager. The City Manager is hereby authorized to do all things necessary to effectuate this Resolution. Section 4. Effective Date. This Resolution will become effective upon adoption. PASSED AND ADOPTED this 19th day of May 2022. Dana Robin Goldman, Mayor ATTEST: APPROVED AS TO FORM AND LEGAL SUFFICIENCY: C` IVlaurici Betancu CMC, City Clerk \,y_,Edward A. Dion, City Attorney Moved by: �' a 9f �'� 1, Seconded by: Vote: �s,s�� Mayor Goldman �° 'Yes) (No) Vice Mayor Viscarra (Yes) (No) Commissioner Joseph---L/,(Yes) (No) Commissioner Lama ( es) (No) Commissioner Stuyvesant (yes) (No) @BCL@4C0D4D10.doc Page 2 of 2 308 �HNY fi( OSS, •�!!o °" t his Second Amendment to the Agreement between the CITY OF SUNNY S d CR BEACH " ity") anAIG A. SMITH & ASSOCIATES ("Consultant"), executed this �Y of , 2022, is made a part of the original Project Agreement ("Agreement") dated May 303 20t], as amended, between the City and Consultant, a copy of which is attached hereto as Attachment "A". The City and Consultant hereby agree as follows: SECOND AMENDMENT TO THE PROJECT AGREEMENT BETWEEN THE CITY OF SUNNY ISLES BEACH AND CRAIG A. SMITH & ASSOCIATES 1. AMENDMENT OF TERM. The Parties hereby agree to revise Section 6 of the Agreement, titled "Term", to delete the following language contained therein: "Such extension shall not exceed one -hundred• eighty `(180) days. No further extensions of this Agreement shall be effective unless authorized by City Code or City Commission action." Additionally, effective June 30, 2022, the term of the Agreement shall be extended for an additional two (2) year term. 2. OTHER PROVISIONS REMAIN IN EFFECT. Fxcept as specifically modified herein, all terms and conditions of the original Project Agreement between the parties dated May 30, 2021, as amended, shall remain in full force and effect. 3. CONFLICTING PROVISIONS. The terms, statements, requirements, or provisions contained in this Second Amendment shall prevail and be given superior effect and priority over any conflicting or inconsistent terms, statements, requirements or provisions contained in any other document or attachment, including but not limited to Attachment "A", as amended. IN WITNESS WHEREOF, the parties hereto have executed this Second Amendment as of the date mentioned above. WITNE Sig -nature � dAI!�� / el O Print Name A C A. SMI H I& ASSOCIATES BY: Signature `! ', ,,,II ,.,1 D � iti i ,7t Print Name, As its c1�1t CITY OF SUNNY ISLES BEACH BY: �� i�� Stan Morris, City Manager APPROVED AS TO FORM AND LEGAL S FFICT BY: E ward A. Dion, City Attorney 309 Attachment "A" Original Project Agreement 310 THE PROJECT AGREEMENT ` Between fIOF THE CITY OF SUNNY ISLES BEACH And CRAIG A. SMITH & ASSOCIATES, INC. For CENTRAL ISLAND AREA PUMP STATIONS AND DRAINAGE IMPROVEMENTS Pursuant to the provisions contained in the Continuing Services Agreement between the City of Sunny Isles Beach ("City") and Craig A. Smith & Associates {"Consultant") for Professional Civil Engineering Services pursuant to Request for Qualifications No. 20-07-01 (hereinafter referred to as "Continuing Services Agreement") dated April 23, 2021, this Project Agreement (hereinafter referred to as "Agreement") authorizes the Consultant to provide the services as set forth below: SECTION I INCORPORATION OF CONTINUING SERVICES AGREEMENT t.1 All terms and conditions of the Continuing Services Agreement between the City and the Consultant dated April 23, 2021, not specifically modified by this Agreement shall remain in frill force and effect and are incorporated into and made a part of this Agreement by this reference as though set forth in full. SECTION 2 CONSULTANT'S BASIC DUTIES TO CITY 2.1 By executing this Agreement, the Consultant represents to the City that the Consultant is professionally qualified to act as the Consultant for the Project (hereinafter referred to as "the Project") and is licensed to practice engineering by all public entities having jurisdiction over the Consultant and the Project. The Consultant further represents to the City that the Consultant will maintain all necessary licenses, or other authorizations necessary to act as Consultant for the Project until Consultant's duties hereunder have been completed. The Consultant shall be responsible for providing all necessary subconsultants required for the successful completion of the work as set forth in the Consultant's proposal, attached hereto as EXHIBIT "1," and incorporated herein by reference. The Consultant assumes full responsibility to the City for the improper acts, negligence, and omissions of its subconsultants and of all others employed or retained by the Consultant in connection with the Project. 2.2 VERIFICATION OF CITY DOCUMENTS AND PROJECT SITE 311 2.2.1 Execution of this Agreement by the Consultant constitutes a representation that the Consultant has become familiar with the Project site and the local conditions under which the Project is to be implemented. 2.2.2 Consultant shall review, examine, and verify the documents and information furnished by the City concerning the Project site with respect to locations, elevations, and all other existing conditions, etc., before preparing design documents. Consultant shall compare any documents furnished by the City to the Project site to verify dimensions, clearances and the like before preparing design documents. The Consultant shall be solely responsible for any inaccuracies or conflicts that might have been detected or avoided by such verification. 2.3 THIRTY PERCENT DESIGN DOCUMENTS 2.3. l The Consultant shall review and examine the information, including any desired schedule and budgetary requirements, furnished by the City to understand the requirements of the Project and shall review its understanding of such requirements with the City. 2.3.2 The Consultant shall furnish to the City a preliminary written evaluation of such information in light of any Project budget requirements. 2.3.3 The Consultant shall review and discuss with the City any alternative approaches to design and construction of the Project. 2.3.4 The Consultant shall prepare and submit to the City for its review 30% design documents consisting of drawings and other documents illustrating the scale and relationship of proposed Project components. The Consultant shall be responsible for furnishing a legal description and any necessary survey(s) of the site, including, as may be reasonably required, grades and lines of streets, alleys, pavements and adjoining structures, rights-of- way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the site; locations, dimensions and necessary data pertaining to existing buildings and other improvements; and information concerning available service and utility lines above and below grade, including inverts and depths. 2.3.5 The Consultant shall submit to the City an estimate of probable construction costs for the Project. 2.4 SIXTY PERCENT DESIGN DOCUMENTS 2.4.1 Based on the 30% design documents and any adjustments to that design, the proposed schedule, or Project budget authorized by the City, the Consultant shall prepare and submit to the City for its review, 60% design documents consisting of drawings and other documents to fix and describe the size and character of the Project as to civil, architectural, structural, mechanical and electrical systems; landscape architectural and irrigation design; materials and such other elements as may be appropriate. 2.4.2 The Consultant shall review its estimate of probable construction costs, shall make any appropriate revisions thereto and furnish same to the City. 312 2.5 NINTEY PERCENT DESIGN DOCUMENTS 2.5.1 Based on the 60% design documents and any adjustments to that design, the proposed schedule, or Project budget authorized by the City, the Consultant shall prepare and submit to the City for its review, 90% design documents consisting of drawings and other documents to fix and describe the size and character of the Project as to civil, architectural, structural, mechanical and electrical systems; landscape architectural and irrigation design; materials and such other elements as may be appropriate. 2.5.2 The Consultant shall review its estimate of probable construction costs, shall make any appropriate revisions thereto and furnish same to the City. 2.5.3. The Consultant shall assist the City in preparing and filing all documents necessary to obtain the approval of all authorities having jurisdiction over the Project. 2.6 ONE HUNDRED PERCENT DOCUMENTS 2.6.1 Upon the City's authorization, the Consultant shall prepare 100% design documents consisting of drawings and specifications setting forth in detail the requirements for construction of the Project. Such Construction Documents shall be project specific and shall be accurate, coordinated and adequate for construction, and shall be in conformity and comply with all applicable law, codes, standards, and regulations. Products specified for use shall be readily available unless specifically authorized by the City. 2.6.2 The Consultant shall review its most recent estimate of probable construction costs, shall make any appropriate revisions thereto and furnish same to the City. 2.6.3 The Consultant shall assist the City in preparing and filing all documents necessary to obtain the approval of all authorities having jurisdiction over the Project. This can begin when the design documents are approximately 90% complete as set forth in Subsection 2.5.3. 2.6.4 The Consultant shall be responsible for the preparation of bid packages to be made available for distribution to all prospective bidders. Such packages shall include copies of all relevant plans, specifications, and other documents upon which the bidding is to be based. The Consultant shall make copies of complete bid packages available at its office nearest to the Project site during normal business hours for all prospective bidders. The Consultant shall be reimbursed by the City for the actual cost of reproduction of the documents contained within the bid package as a reimbursable item pursuant to the terms of Section 6.2 of this Agreement. 2.6.5 In the event that there are amendments to the bid packages, amendments to any of the documents contained with the bid packages, or any clarifications issued during the bidding process, the Consultant shall prepare for the City's approval written addenda as appropriate to interpret, clarify or expand the bidding documents. The Consultant shall make such documents available to all prospective bidders in a manner acceptable to the City, and shall 313 be reimbursed for the actual costs of reproduction at the same rate specified in Section 2.6.4. There shall be no additional charges for amendments or clarifications other than as provided in Section 2.6.4. 2.6.6 The Consultant shall coordinate with the City during the bidding process and he available to address bidders' questions and comments at any time during the bidding process. The Consultant shall attend the pre-bid meeting, which will be held at a location as specified by the City. 2.6.7 The Consultant shall be available as necessary to assist the City in the evaluation of all bids received for determination of compliance with the bidding requirements. The Consultant shall not be responsible for performing any investigations or reference checks regarding bidders, nor shall it be responsible for determining whether a bid is responsive or a bidder is responsible; however, the Consultant shall assist the City as necessary in making such determination. 2.6.8 The Consultant will investigate, study, and analyze any proposed substitutions of materials or equipment and shall advise the City with respect to same. 2.7 SERVICE SCHEDULE 2.7.1 The Consultant shall perform its services expeditiously in accordance with the time frames set forth in the "Project Schedule" set forth in EXHIBIT "3". The Consultant may, however, submit for the City's approval an alternative schedule for the performance for the Consultant's services that shall include allowance for time required for the City's review of submissions and for approvals of authorities having jurisdiction over the Project. The City shall review and approve or reject any schedules submitted by the Consultant within five (5) working days of said submittal. This schedule, when approved by the City, shall not, except for cause, be exceeded by the Consultant. In the event the City rejects any schedules submitted by the Consultant, the Consultant shall submit a revised schedule within forty-eight (48) hours of said rejection. Submission of a schedule acceptable to the City and to which the City makes no objection shall be a condition precedent for any payment to the Consultant. 2.7.2 Upon receipt of the Notice to Proceed and the fully executed Purchase Order, the Consultant shall commence services to the City on the Commencement Date, and shall continuously perform services to the City, without interruption, in accordance with the time frames set forth in the "Project Schedule," a copy of which is attached and incorporated into this Agreement as EXHIBIT "3." The number of calendar days from the Commencement Date, through the date set forth in the Project Schedule for completion of the Project or the date of actual completion of the Project, which ever shall last occur, shall constitute the Contract Time. 2.7.3 No Damages for Delay: The Consultant shall not be entitled to any claim for damages including, but not limited to, loss of profits, loss of use, home office overhead expenses, equipment rental and similar costs on account of delays in the progress of the Project from 314 any cause or national disaster or emergency, unusual delay in deliveries, unusual delay in procuring permits, differing site conditions, unavoidable casualties or other cause beyond the Consultant's control, or by delay authorized by the City, or by other causes which the Consultant determines may justify delay. The Consultant's sole recovery and remedy for any such delay shall be a reasonable extension of time and a revision to the Project Schedule as determined by the City. However, additional costs to the Consultant or delays in the Consultant's performance caused by improperly timed activities shall not be the basis for granting a time extension. if the Consultant wishes to make a claim for an increase in time of performance, written notice of such claim shall be made to the City within three (3) working days after the occurrence of the event, or the first appearance of the condition giving rise to such claim. The City's representative shall determine whether the Consultant is entitled to a time extension for the delay. The failure of the Consultant to give such notice shall constitute a waiver of any claim under this section. 2.8 PERSONNEL 2.8.1 The Consultant shall assign only qualified personnel to perform any service concerning the Project. At the time of execution of this Agreement, the parties anticipate that the following named individuals will perforin those supervisory or primary functions indicated: NAME FUNCTION Orlando Rubio, P.E. Robert D. Keener, P.S.M Andrew Nixon, P.E Larry M. Smith, P.E Senior Supervising Engineer Surveyor Geotechnical Engineer Electrical Engineer So long as the individuals named above remain actively employed or retained by the Consultant, they shall perform the functions indicated next to their names. Furthermore, the City reserves the right to reject any proposed substitution for any of the above named individuals, and the City shall have the further right to require that any individual assigned to the Project by the Consultant be removed from the Project and reassigned for good cause. SECTION 3 CITY'S BASIC DUTIES TO CONSULTANT 3.1 The City shall provide the Consultant with adequate information regarding the City's requirements for the Project including any desired or required design or constriction schedule, or both, and any budgetary requirements including fixed limit of construction cost, prior to the start of the Construction Documents Phase of design, upon which the Consultant shall be entitled to rely. 3.2 The City shall review any documents submitted by the Consultant requiring the City's decision, and shall render any required decision pertaining thereto in a timely fashion. 315 3.3 If the City becomes aware of any fault or defect in the Project, or of any errors, omissions or inconsistencies in the drawings or specifications, prompt notice thereof shall be given by the City to the Consultant. 3.4 The City shall perform those duties set forth in Sections 3,1 through 3.4 as expeditiously as may reasonably be necessary for the orderly progress of the Consultant's services and of the work. 3.5 The City's review of any documents prepared by the Consultant or its subconsultants shall be solely for the purpose of determining whether such documents are generally consistent with the City's construction program and intent. No review of such documents shall relieve the Consultant of its responsibility for the accuracy, adequacy, fitness, suitability and coordination of its work product. SECTION 4 BASIS OF COMPENSATION 4.1 The City shall compensate the Consultant for an amount not to exceed Four Hundred Forty - Three Thousand Eight Hundred Sixty -Five Dollars ($443,865.00) based on services rendered pursuant to Consultant's proposal attached hereto as EXHIBIT "1", of this Agreement by allocating the estimated percentage of work for each of the phases set forth in Section 4.2, and more particularly in EXHIBIT "2" of this Agreement. Billings for each phase shall not exceed the amount allocated to each phase. 4.2 Payment to the Consultant of the sum set forth in Section 4.1 shall be allocated based on the estimated percentage of work completed for each of the following phases: Thirty Percent Design Documents ............................................. $ 168,635.00 at 30% Sixty Percent Design Documents ............................................ $ 141,175.00 at 60% Ninety Percent Design Documents ............................................. $ 94,465.00 at 90% One Hundred Percent Documents ............................................ $ 39,590.00 at 100% 4.3 Additional services which are outside the scope of this Agreement shall not be performed by Consultant without prior written authorization from City, at City's sole discretion. Additional services, when authorized, shall be effectuated through a written executed amendment to this Agreement and shall be compensated at the "Hourly Rate Schedule" set forth in the Consultant's proposal attached hereto as EXHIBIT "1" of this Agreement. 4.4 Reimbursable Expenses as defined in Section 5 shall be reimbursed to the Consultant by the City as provided in Section 5. 4.5 if the scope of the Consultant's services are changed materially through no fault of the Consultant, compensation due to the Consultant shall be equitably adjusted, either upward or downward. 316 SECTION 5 BILLING AND PAYMENTS TO CONSULTANT 5.1 Billing by the Consultant shall be in accordance with EXHIBIT "2" of this Agreement. Payments to the Consultant shall also be in accordance with EXHIBIT "F" of the Continuing Services Agreement and EXHIBIT "2" of this Agreement. 5.2 REIMBURSABLE EXPENSES 5.2.1 Reimbursable Expenses shall mean expenses incurred by the Consultant and Consultant's subconsultants in the interest of the Project, as follows: Not to exceed $22,193 which amount represents 5% of the fee without prior written authorization by the City. 5.2.1.1 Reasonable expenses of: mileage reimbursement in accordance with Chapter 112, Florida Statutes; fees paid for securing approval of authorities having jurisdiction over the Project; actual cost of reproduction, postage and handling of drawings, specifications and other documents; renderings, models and mock-ups requested by the City; additional insurance coverage or limits, including professional liability insurance, requested by the City in excess of that required in the Request For Qualifications. The Consultant shall only be reimbursed for the direct cost of the item without additional mark-up. Costs for meals, snacks, and beverages are not considered a reimbursable expense. SECTION 6 TERM 6.1 This Agreement shall commence upon the issuance of a written Notice to Procced issued by the City and shall continue in full force and effect for 180 days, unless otherwise terminated pursuant to Section 7.1 or 7.2, or other applicable sections of this Agreement. The City's City Manager, in his sole discretion, may extend the term of this Project Agreement through written notification to the Consultant. Such extension shall not exceed one -hundred eighty (180) days. No further extensions of this Agreement shall be effective unless authorized by City Code or City Commission action. SECTION 7 TERMINATION 7.1 TERMINATION FOR CAUSE 7.1.1 This Agreement may be terminated by either party upon seven (7) days' written notice to the other should such other party fail substantially to perform in accordance with its material terms through no fault of the party initiating the termination. In the event of a termination for cause, the Consultant shall be entitled to receive compensation for any work completed pursuant to the Agreement to the satisfaction of the City through the date of termination, less any amounts which the City reasonably deems necessary to withhold in order to correct any defects or deficiencies in the work performed by the Consultant. In no event shall the City pay for profit or overhead on work not performed. 317 7.2 TERMINATION FOR CONVENIENCE 7.2.1 This Agreement may be terminated by the City without cause upon ten (10) days' written notice to the Consultant. In the event of such a termination without cause, the Consultant shall be compensated for all services completed pursuant to this Agreement to the satisfaction of the City up to and through the date of termination, together with Reimbursable Expenses incurred. In such event, the Consultant shall promptly submit to the City its invoice for final payment and reimbursement which invoice shall comply with the provisions of Section 2.5 of EXHIBIT "F of the Continuing Services Agreement. 7.2.2 Under no circumstances shall the City make payment of profit or overhead for work that has not been performed. Additionally, the City shall not make payment for the following items: 7.2.2.1 Anticipated profits or fees to be earned on completed portions of the work; 7.2.2.2 Consequential damages; 7.2.2.3 Costs incurred in respect to materials, equipment or services purchased or work done in excess of reasonable quantitative requirements of this Agreement; 7.2.2.4 Expenses of Consultant due to the failure of Consultant or its subconsultants to discontinue the work with reasonable promptness after notice of termination has been given to the Consultant; and 7.2.2.5 Losses upon other contracts or from sales or exchanges of capital assets or Internal Revenue Code Section 1231 assets. 7.2.2.6 Damage or loss caused by delay. 7.3 Assignment Upon Termination. Upon termination of this Agreement, the work product of the Consultant shall become the property of the City and the Consultant shall within ten (10) working days of receipt of written direction from the City, transfer to either the City or its authorized designee, all work product in its possession, including but not limited to, designs, specifications, drawings, studies, reports and all other documents and data in the possession of the Consultant pertaining to this Agreement. Upon the City's request, the Consultant shall additionally assign its rights, title and interest under any subcontractor's agreements to the City. All work product provided under this Section shall be used solely for its intended purpose. SECTION 8 SEVERABILITY 8.1 If any term or provision of this Agreement or its application thereof to any person or circumstance shall, to any extent, be held invalid or unenforceable, the remainder of this Agreement or the application of such terms or provisions to persons or circumstances other than those to which it is held invalid or unenforceable, shall not be affected, and every 318 other term and provision of this Agreement shall be deemed valid and enforceable to the extent permitted by law. SECTION 9 INSURANCE 9.1 During the life of this Agreement, Consultant shall comply with the insurance requirements set forth in Section 15 of the Continuing Services Agreement dated April 23, 2021. IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement on the respective dates under each signature: the City, signing by and through its Mayor, attested to by its City Cler duly authoriz dto execute same and by Craig A. Smith & Associates, signing by and through its duly authorized to execute same. CITY CITY OFj5UN11�4Y ISLES BEACH, FLORIDA George Scholl '2-6r3 day of , 2021. A City Cletk; • . Mauricio,Beiancur (SEAL) i Approved as to form for the City: Edward A. Dion, City Attorney js)91—� By: Edward A. Dion City Attorney 319 AUTHENTICATE: Secretary Please type iname. of Secwtuy CONE&TANT -.cL By: .- day of 2021. 320 EXHIBIT "1" CONSULTANT'S PROPOSAL 321 CITY OF SUNNY ISLES BEACH PROPOSED SCOPE OF SERVICES AND PROPOSED FEE FOR PROFESSIONAL ENGINEERING SERVICES FOR CENTER ISLAND AREA PUMP STATIONS DATED: March 19 2021 0 CRAIG A. SMITH & ASSOCIATES Consulting Engineers • Planners • Surveyors • Utility Locating 21045 Commercial Trail, Boca Raton, FL 33486 (0) 561.314.4445 (F) 561.314.4457 322 CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES P4009 -- PAGE 1— CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES AND PROPOSED FEE FOR CENTER ISLAND AREA DRAINAGE IMPROVEMENTS PROJECT NAME: CENTRAL ISLAND AREA DRAINAGE IMPROVEMENTS PROPOSAL NO: P4009 PROJECT DESCRIPTION: Providing professional engineering, design, permitting, surveying, utility location, and construction services for the design of two stormwater pumping stations with an upgraded gravity stormwater collection system to provide flood relief for the Central Island Area of the City. OWNER: Sunny Isles Beach Attention: Christopher J. Russo, City Manager crusso(cbsibfl.net Address: Sunny Isles Beach Government Center 18070 Collins Avenue Sunny Isles Beach, FL 33160 www.slbfl.net Phone: 305.792.1776 323 CRAIG A. SMITH 8t ASSOCIATES PROPOSED SCOPE OF SERVICES P4009 GENERAL Craig A. Smith & Associates (CAS) proposes to accomplish the services as follows: ITEM N0. -- PAGE 2 -- S86 ROUTE SURVEY (BASIN A— 51 ACRES, MORE OR LESS) Survey will physically locate all above ground, visible improvements within the existing rights of way of the following streets: Bay Ave. from 1741h St to 183rd St.; 178TH Dr. from Bay Ave. to its intersection with 1781h St.; Church St.; 1771 Dr.; 178th St. and 1791h Dr. from Bay Ave. to Atlantic Blvd.; 180" Dr., 1815' Dr.; 182nd Dr. and 183rd St. from Bay Ave. to Atlantic Blvd. Survey baseline will be established at 100 -foot intervals and cross sections taken to ten (10) feet beyond each right of way at fifty -foot intervals. Plan view elevations will be shown as relative to North American Vertical Datum of 1988 at each section and at pertinent points for facilitation of Engineering Design. All visible, above ground improvements and utilities will be located and shown. Trees 3" or greater will be shown with diameter at breast height (DBH) and common name if known by the Surveyor's agent. A base map will be created in current software parameters and provided to the Engineering Department as well as a Certified Map of Specific Purpose Survey adhering to the Standards of Practice for Surveying, (Chapter 5J —17) of the Florida Administrative Code, for submittal to entities of interest. $45,670.00 S87 ROUTE SURVEY - UTILITY SURFACE MARKS (BASIN A) Survey will physically locate all utilities as marked on the surface by the Craig A. Smith & Associates Locating Department within the existing rights of way of the following streets: Bay Ave. from 174th St to 183,d St.; 178TH Dr. from Bay Ave. to its intersection with 17811 St.; Church St.; 1771" Dr.; 1781h St. and 1791' Dr. from Bay Ave. to Atlantic Blvd.; 1801h Dr., 181st Dr.; 182nd Dr. and 18311 St. from Bay Ave. to Atlantic Blvd. The information will be added to the Survey prepared under Task S86 above. $13,050.00 S88 ROUTE SURVEY — UTILITY TEST HOLES (SOFT DIGS) (BASIN A) Survey will physically locate the positions of up to 50 utility test holes (soft digs) within the existing rights of way of the following streets: Bay Ave. from 1741 St to 1831 St.; 178TH Dr. from Bay Ave. to its intersection with 1781h St.; Church St.; 1771h Dr.; 178"' St. and 1791h Dr. from Bay Ave. to Atlantic Blvd.; 180th Dr., 181st Dr.; 182nd Dr. and 183r11 St, from Bay Ave. to Atlantic Blvd. The information will be shown on the survey prepared under Task S86 above with utility data, i.e. type, size, material, inv., etc., for each based on reports provided to the Surveyor. $4,700.00 S90 PUMP STATIONS AND OUFALLS (BASIN A) Survey will physically locate all above ground, visible improvements within the areas where the two storm water pump stations may be placed; more particularly the corner of 181 s1 drive and N. Bay Road and 17811 drive and N. Bay Road. The areas will be surveyed, 324 CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES P4009 — PAGE 3 -- together with a path for the proposed storm water outfall into Dumfounding bay at each. There cross sections will be taken into the Bay at each proposed outfall to show the existing bottom elevations, etc. The information will be added to the Survey prepared under Task S86 above. $9,520.00 S91 ROUTE SURVEY (BASIN B — 28 ACRES, MORE OR LESS) Survey will physically locate all above ground, visible improvements within the existing rights of way of the following streets; Atlantic Blvd. from 175" Terr. To 183rd St.; 175t1 Terr. From Atlantic Blvd to Collins Ave.; 1781h St. from Atlantic Blvd, to Collins Ave.; 183rd St. from Atlantic Blvd. to Collins Ave. Survey baseline will be established at 100 -foot intervals and cross sections taken to ten (10) feet beyond each right of way at fifty -foot intervals. Plan view elevations will be shown as relative to North American Vertical Datum of 1988 at each section and at pertinent points for facilitation of Engineering Design. All visible, above ground improvements and utilities will be located and shown. Trees 3" or greater will be shown with diameter at breast height (DBH) and common name if known by the Surveyor's agent. A base map will be created in current software parameters and provided to the Engineering Department as well as a Certified Map of Specific Purpose Survey adhering to the Standards of Practice for Surveying, (Chapter 5J —17) of the Florida Administrative Code, for submittal to entities of interest. $24,935.00 S92 ROUTE SURVEY - UTILITY SURFACE MARKS (BASIN B) Survey will physically locate all utilities as marked on the surface by the Craig A. Smith & Associates Locating Department within the existing rights of way of the following streets: Atlantic Blvd. from 1751h Terr, To 183rd St.; 1751h Terr. From Atlantic Blvd to Collins Ave.; 1781h St. from Atlantic Blvd, to Collins Ave.; 1831 St. from Atlantic Blvd. to Collins Ave. The information will be added to the Survey prepared under Task S91 above. $7,550.00 S56 SKETCH AND DESCRIPTION — UTILITY EASEMENT (FORCE MAIN) Prepare a sketch and description for the proposed storm water force main running into Dumfounding Bay from the proposed pump station at N. Bay Road and 181 It Drive. The sketch will be suitable for use as exhibit "A" attached to documents prepared by others. $770.00 S57 SKETCH AND DESCRIPTION — UTILITY EASEMENT (FORCE MAIN) Prepare a sketch and description for the proposed storm water force main running into Dumfounding Bay from the proposed pump station at N. Bay Road and 178th Drive. The sketch will be suitable for use as exhibit "A" attached to documents prepared by others. $770.00 SURVEY TOTAL: $106,965.00 325 CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES P4009 E74 & E75 ONE CALL COORDINATION & EM / GPR LOCATING -- PAGE 4-- Coordinate with SSOCOF to ascertain approximate facility locations prior to vacuum excavation in accordance with FS 556. Perform project "White Lining" in accordance with FS 556. Maintain database of SSOCOF Tickets and responses. Perform EM / GPR locating to confirm information derived from review of as-builts and coordination with member operators, identify buried power, telecom, CATV, water, sewer and drainage facilities, identify potentially unknown/unclaimed facilities and supplement surface markings for collection by CAS Survey. Prepare sketch of identified facilities. $13,800.00 E78 VACUUM EXCAVATION ("SOFT DIGS") Perform up to fifty (50) "soft digs" to identify the type, size, and material as well as depth to the top of potentially conflicting and / or newly identified or previously unknown facilities. Prepare Vacuum Excavation reports including location sketch with facility type, size, depth and composition. (Survey not included, see survey proposal for soft dig survey price). Additional soft digs above this amount will be charged at the rate of $495.00 each, exclusive of survey. Provide coordination with CAS Survey and Engineering Departments to review subsurface utility information and review survey maps to ensure accurate depiction of located facilities. $24,750.00 E53A DRAINAGE ANALYSIS AMD SYSTEM DESIGN CAS will develop drainage improvements to the area by completing 1:20 scale plans (full size 36" x 24") & 1:40 scale plans (half size 17'x 11 ") for bidding and construction containing plan and profile views of the proposed work using the most recently obtained version of Autodesk Civil3D CADD software. Prior to the above, CAS will compile survey obtained data for the development of stormwater model and for preliminary analysis purposes. CAS will perform computer hydrologic and hydraulic modeling of the area for multiple design storm events of the current and proposed conditions and compare results. CAS will perform pipe sizing analysis of existing system and incorporate recommended improvements with water quality treatment measures in the design in accordance with the South Florida Water Management District and Miami -Dade County permit requirements. CAS will coordinate with local utilities as reasonably necessary in order to resolve known utility conflicts during the design. CAS will provide the necessary engineering information to the City to assist the City with obtaining the necessary easements from the affected property owner(s). CAS will produce progress prints at the request of the City or as required by grant requirements. $160,000.00 326 CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES P4009 -- PAGE 5-- E53B PUMP STATION DESIGN AND ENGINEERING ANALYSIS Compile gathered information and provide stormwater pump station design utilizing the Hydraulic Institute Standards; force main sizing, wetwell & vault design, pump selection and component design. Hydrologic and Hydraulic analyses of the system. Coordinate with subconsultants (geotechnical and electrical) on the design of the station. Prepare construction plans with supporting electrical design plans. Provide plans sufficient to bid and construct the proposed pump station. Meetings with City staff or requested presentation to City Council will be billed hourly at the attached rates. $65,000.00 E14 COST ESTIMATE Provide quantity take -off and an engineer's opinion of probable cost estimate for the proposed pump station. Coordinate with subconsultants on discipline specific quantities and costs. $7,500.00 E61 PERMITTING Prepare and submit Miami -Dade County Regulatory Economic Resources Class II permit application with supporting documentation to secure the permit and to the Army Corps of Engineers as necessary. This service will include up to two responses to requests for additional information letters from each of these agencies. Permit fees are not included in this scope. Wetland resources permitting services are not included in this proposal. $15,000.00 E15 CONTRACT DOCUMENTS AND ASSISTANCE DURING BIDDING CAS will prepare contract documents and specifications and assist the OWNER in advertising for and obtaining bids to construct the system. CAS will run the pre-bid meeting as the OWNER's representative to discuss the project and answer questions from prospective bidders during the bid advertisement period. CAS will perform bid reviews, tabulate bids, perform reference checks, and assist the Owner in the evaluation of bids and submit bid award recommendation package to the OWNER. $14,940.00 SUB1 GEOTECHNICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES Geotechnical engineering services in support of the pump station design will be provided by Radise International as a subconsultant to CAS. Radise International's proposal is attached. Geotechnical Engineering: $9,410.00 327 CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES P4009 SUB2 ELECTRICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES -- PAGE 6-- Electrical engineering services in support of the pump station design will be provided by Smith Engineering Consultants, Inc (SEC). as a subconsultant to CAS. SEC's proposal is attached. Electrical Engineering : $26,500.00 SUMMARY OF COSTS CAS proposes to accomplish the professional engineering services listed for the following total lump sum fee, which is the sum of the fees for each phase and its specific work tasks: SURVEYING $106,965.00 UNDERGROUND UTILITY LOCATION SERVICES $13,800.00 VACUUM EXCAVATON $24,750.00 DRAINAGE ANALYSIS AND SYSTEM DESIGN $160,000.00 PUMP STATION DESIGN $65,000.00 COST ESTIMATE $7,500.00 PERMITTING Miami -Dade County -Class IUACOE-Nationwide Permittin $15,000.00 CONTRACT DOCUMENTS & BIDDING SERVICES $14,940.00 SUBCONSULTANT - GEOTECHNICAL ENGINEERING $9,410.00 SUBCONSULTANT — ELECTRICAL ENGINEERING $26,500.00 TOTAL $443,865.00 328 CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES P4009 -- PAGE 7 -- Additional Services Any service not specifically included in the final Agreement will be considered as an Additional Service. CAS will accomplish Additional Services upon proper written authorization of the CLIENT. The fees for Additional Services are at the attached hourly rates OF at a mutually agreed upon Lump Sum Fee. If this proposal is acceptable to you, please execute as indicated and return one executed copy to our office for our files. Yours Sincerely, . CgAIG A. SMITH & ASSOCIATES Stephen C. Smith, P.E. President ACCEPTED BY: SUNNY ISLES BEACH Crpo ratto Name g Name of Authorized Representative J- Date &TI��c� Title of Authorized Representative A:IPROPOSAL-ASSEMBLYI_COMPLETED_PROPOSALS 12020-Proposals14009-Sunny_Isles_Beach- Gen_EngACentrallslandAreaPS1SIB•CIAPS-041921.docx 329 RAA DISE INTERNATIONAL February 22, 2021 CRAIG A. SMITH & ASSOCIATES 21045 Commercial Trail Boca Raton, FL 33486 Attn.: Mr. Orlando A. Rubio, PE Phone: 561-314-4445 Email: ORubioecralaasmith.com RE: Geotechnical Engineering Services Proposal Sunny Isles Central Island Area Pump Stations Sunny Isles Beach, Miami -Dade County, Florida Dear Mr. Rubio, RADISE International, L.C. (RADISE) is pleased to submit this proposal for the above referenced project. It is our understanding that the project includes the design of two pump stations in the City of Sunny Isles Beach. This proposal presents our proposed scope of work, and establishes our schedule and fee for performing the work. SCOPE OF SERVICES The proposed scope of work for the project consists of the following: 1. Visit the site to field mark (paint and/or stake) the planned boring locations and observe existing site conditions. 2. Contact Sunshine 811 to request field location and clearance of underground utilities in the areas of the borings as per Florida Statutes. 3. Mobilize a truck -mounted drilling rig to each site. 4. Perform a total of two (2) Standard Penetration Tests (SPT) borings to depths of 30 feet below the existing ground surface; one (1) boring at each site. Fallowing completion of the drilling operations, the boreholes will be backfilled with grout. 5. Visually classify the collected soil samples in the field with laboratory confirmation/QC verification of classifications using the Unified Soil Classification System (USCS). 6. Assign and perform a series of laboratory test to ascertain soil index properties for the soils encountered in each boring. 7. Perform appropriate geotechnical engineering analyses and prepare a geotechnical engineering report providing the results of the SPT borings, the soil laboratory testing, bearing capacity and foundation recommendations for the proposed facility. Additionally, the report will provide recommendations regarding proposed backfilling and compaction, pipeline bedding, and other considerations for site construction including utility and foundation excavations. 330 Geoiechnical Engineering Services Proposal Page I Sunny Isles Cenb•al Island Area Pump Stations Sunny Isles Beach, Miami -Dade County, Florida SCHEDULE/DELIVERABLES Upon receiving written authorization to proceed, we will commence with field marking of the boring locations and preparation of the utility locate request. Mobilization for the drilling operations will occur soon after Sunshine 811 clearance of boring locations is received from the contacted utilities. These two upfront activities are expected to require no more than 2 to 3 weeks to complete. The specified field drilling work is expected to require 1 day to complete. Laboratory visual classification of the soils and report preparation will require about 2 to 3 weeks to complete following completion of field work. We expect to provide the final report signed and sealed by a registered professional engineer within 4 to 6 weeks of notice to proceed; however, accelerations of this schedule may be facilitated if needed. COMPENSATION & TERMS Based upon our understanding of the project and interpretation of your requirements, we propose to perform the scope of work outlined previously for a Lump Sum Fee as detailed in the Fee Breakdown on Attachment A. Soil samples obtained from the drilling operations will be retained by RADISE for a period of 90 days from the date of drilling and then they will be discarded unless alternate terms are agreed to in writing with the client. CLOSURE RADISE appreciates the opportunity to provide our services for this project, and trust that the scope of work and fee presented in this proposal are clear and understandable. Should the proposal contents require any clarification or amplification, please feel free to contact us. Sincerely, RADISE International, L.C. /t— 5<� Andrew Nixon, P.E. Operations Manager Attachments: A— Fee Breakdown RADISE Imrf RmArtORAL 331 <R"A'DISE INTERNATIONAL Attachment A - Fee Breakdown Geotechnical Engineering Services Sunny Isles Central Island Area Pump Stations Sunny isles, Miami -Dade County, Florida 1.0 FIELD EXPLORATION 1.1 Stake borings and Utility Clearance (Staff Engineer) 1.2 Mobilize Equipment - Drill Rig (Truck) 1.3 SPT Borings (2 to 301 1.3.1 SPT Boring -0' to 50' 1.3.2 Casing Allowance - 0' to SO'- To keep borehole open in caving soil conditions 1.3.3 Grout Seal/Cold Patch Boreholes 2.0 LABORATORY SERVICES 2.1 Laboratory Visual Classification QCNerification- (Staff Engineer) 2.2 Natural Moisture Test (2 per boring) 2.3 Full Grain Size Analysis (1 per boring) 2.4 Fine Content Test (2 per boring) 2.5 Organic Content Test (1 per boring) 3.0 PROFESSIONAL ENGINEERING AND REPORTING SERVICES 3.1 Principal Engineer - QC Review 3.2 Senior Engineer 3.3 Project Engineer 3.4 Drafter/ CADD Qty Unit $ Unit Price $ 210.00 Total 8 Hour $ 105.00 $ 840.00 2 Each $ 350.00 $ 700.00 60 Foot $ 16.00 $ 960.00 60 Foot $ 7.00 $ 420.00 60 Foot $ 6.00 $ 360.00 TOTAL FIELDWORK $ 3,280.00 2 Hour $ 105.00 $ 210.00 4 Each $ 15.00 $ 60.00 2 Each $ 85.00 $ 170.00 4 Each $ 50.00 $ 200.00 2 Each $ 50.00 $ 100.00 TOTAL LABORATORY SERVICES $ 740.00 2 Hour $ 185.00 $ 370.00 8 Hour $ 155.00 $ 1.240.00 24 Hour $ 125.00 $ 3,000.00 12 Hour $ 65.00 $ 780.00 TOTAL PROFESSIONAL SERVICES $ 5,390.00 TOTAL AMOUNT $ 9,410.00 Ory, Smith Engineerh SECConsuitants,lnc, February 26, 2021 Mr. Orlando A. Rubio, P.E. Craig A. Smith & Associates, Inc. 21045 Commercial Trail Boca Raton, FL 33486 Re: Sunny Isles Beach Stormwater Pump Stations Electrical Engineering Services Proposal Dear Orlando: Smith Engineering Consultants, Inc. (SEC) is pleased to provide this proposal for the above referenced project. We propose to provide the following scope of services: Design Phase: 1. Perform initial site visits and review preliminary drawings. 2. Request/coordinate electric service from FPL to both pump stations. Electrical design including power, controls, instrumentation, and SCADA/telemetry for the two (2) proposed new pump stations. Each pump station will be designed with a portable generator connection for backup power supply. The electrical design will be in accordance with the Florida Building Code, the National Electrical Code, and applicable local codes. 4. SCADA/Telemetry design for a new, city-wide communications system to provide remote control and status monitoring for the two (2) new pump stations as well as future city needs. 5. Submit 60% plans, specifications. and cost estimate. 6. Submit 90% plans, specifications, and cost estimate. 7, Submit final (100%) plans, specifications, and cost estimate. 8. Assist with permitting as necessary. SEC will prepare contract documents, suitable for bidding, permit, and construction. We will assist in preparing addendums and respond to questions during the bid process. We propose to furnish drawings in AutoCAD format using base plan drawings provided by Craig A. Smith. Our lump sum fee to provide the Design Phase services described above is $26,500. 2161 Palm Beach Lakes Blvd., Suite 312 West Palm Beach, FL 33409 (561) 616-3911 Fax (561) 616-3912 333 SEC Construction Phase: Engineering services during construction and construction observation services will be performed on a periodic basis. A construction period of twelve (12) months is assumed with both pump stations being constructed simultaneously by a single contractor. 1. Attend the pre -construction meeting. 2. Review electrical equipment shop drawings. 3. Respond to contractor requests for information (RFPs) and review change order requests. 4. Attend up to eight (8) total construction meetings/site visits during construction. 5. Attend the start-up of electrical systems at each pump station. 6. Perform substantial completion and final inspections and prepare punch lists. 7. Prepare record drawings based upon contractor "as -built" drawings. Our lump sum fee to provide the Construction Phase services described above is $16,000. Thank you for using Smith Engineering Consultants as the source for these engineering services. We look forward to working with you on this project. Sincerely, Larry M. Smith, P. E. President Accepted by: 334 EXHIBIT f12" BASIS OF COMPENSATION SCHEDULE SECTION 4: BASIS OF COMPENSATION No. Task Description Cost per task30°/a Submittal Schedule 60% 90% 100% a/c L Surveying 106,965.0 90,425.0 15,000.0 1,540.0 24.1 2 Underground UtilityLocation 13 800.0 13,800.0 3.1 3 Vaccum Excavation 24,750.0 21,750.0 3,000.0 5.6 4 Drainage Analysis/System Design 160,000.0 40 000.0 60,000.0 40,000.0 20,000.0 36.0 5 Pump Station Design 65 000.0 15,000.0 25 000.0 20 000.0 51000.0 14.6 6 Cost Estimate 7,500.0 3,500.0 4,000.0 1.7 7 Permiting 15,000.0 7,500.0 7,500.0 3.4 8 Contract Documents/Bidding 14,940.0 7,000.0 7,940.0 3.4 9 Subconsultant Geotechnical 9,410.0 9,410.0 2.1 10 Subconsultant Electrical 26,500.0 11 925.0 11 925.0 2,650.0 6.0 11 L2 1 TOTAL COST 443,865.0 13 Estimated Cost per Submittal 168,635.0 141,175.0 94,465.0 1 39,590.0 14 Estimated Percentage of Work i 38.0 1 31.8 21.3 1 8.9 100.0 335 EXHIBIT 'T' PROJECT SCHEDULE Central Island Area Drainage Improvements Commissioners 5/20/2021 Approved on: Craig A. Smith & Associates Project Lead: Orlando A. Rubio, PE Thu, 5/27/2021 Project Start: r Display Week:TAIM 1 Survey & Locates - Basin A PROGRESS 'TART FND Days 586 ROUTE SURVEY (BASIN A — 51 ACRES, MORE OR LESS) CAS 0% Thu, 5/27/2021 Mon, 7/5/2021 39 S87 ROUTE SURVEY - UTILITY SURFACE MARKS (BASIN A( CAS 0% Thu, 6/3/2021 Thu, 6/24/2021 21 $88 ROUTE SURVEY — UTILITY TEST HOLES (SOFT DIGS) (BASIN A) CAS 0% Fri, 8/6/2021 Tue, 8/10/2021 4 590 PUMP STATIONS AND OUTFALLS (BASIN A( CAS 0% Thu, 5/27/2021 Fri, 6/11/2021 15 Survey & Locates - Basin B S91 ROUTE SURVEY (BASIN A — 51 ACRES, MORE OR LESS) CAS 0% Mon, 7/5/2021 Tue, 7/27/2021 22 S92 ROUTE SURVEY -UTILITY SURFACE MARKS (BASIN A) CAS 0% Mon, 715/2021 Tue, 7/13/2021 B S56 SKETCH AND DESCRIPTION —UTILITY EASEMENT(FORCE MAIN) CAS 0% Thu, 9/30/2021 Tue, 10/5/2021 5 S57 SKETCH AND DESCRIPTION — UTILITY EASEMENT (FORCE MAIN) CAS 0% Thu, 9/30/2021 Tue, 10/5/2021 5 ONE CALL COORDINATION & EM / GVR LOCATING E74/E75 CAS 0% Thu,5/27/2021 Thu, 6/17/2021 21 E78 VACUUM EXCAVATION ("SOFT DIGS") CAS 0% Mon, 8/2/2021 Mon, 8/23/2021 21 CAS Engineering ES3A DRAINAGE ANALYSIS AMD SYSTEM DESIGN CAS 0% Thu, 6/3/2021 Fri, 10/1/2021 120 E538 PUMP STATION DESIGN AND ENGINEERING ANALYSIS CAS 0% Thu, 6/17/2021 Fri, 10/1/2021 106 E14 COST ESTIMATE CAS 0% Wed, 9/15/2021 Sat, 9/25/2021 10 E61 PERMITTING CAS 0% Mon, 8/2/2021 Mon, 10/11/2021 70 E15 CONTRACT DOCUMENTS AND ASSISTANCE DURING BIDDING CAS 0% Mon, 8/23/2021 Mon, 11/22/2021 91 Engineering - Subennsultants SUB1 GEOTECHNICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES RI 0% Thu, 5/27/2021 Thu, 6/10/2021 14 SUB2 ELECTRICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES SEC 0% Mon, 8/2/2021 Fri, 10/1/2021 60 336 F FG�3g 4 t �Tr aF suEA hyo City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 (305) 947-0606 City Hall (305) 949-3113 Fax MEMORANDUM TO: Honorable Mayor and City Commissioners VIA: Stan Morris, City Manager FROM: Rick Labinsky, P.E., City Engineer DATE: May 19, 2022 RE: Approval of Second Amendment to Agreement with Craig A. Smith for the Central Island Stormwater Project RECOMMENDATION: Staff recommends approval of this Resolution. REASONS: The City of Sunny Isles Beach desires and Consultant agrees, to revise Section 6 of the Agreemen titled "Term", from 180 days to 2 years to extend the contract to project completion. Coordination with the North Miami Beach water project to mitigate disruption to the community twice caused a worthwhile delay. There is no additional funding required for approval of this item. This is the area of our City North of 174th St. to 183rd St. in the Central Island area. Over the year there have been several attempts to accelerate the removal of storm water to eliminate any flooding in this section of our City. To date these attempts, have not resolved the problem. We have engaged Craig A. Smith, the same Engineering Firm that successfully completed the Stormwater Project of 174th St. approximately five years ago. The plans will include the installation of stormwater pumps in this area, utilizing a similar type of system as we have in Golden Shores. FUNDING SOURCE: Funds have been appropriated in account no. 300-5-5410-465000-83003. ATTACHMENTS: Resolution Second Amendment Item Number: 10.1 305 Item Number: 10.1 306