Loading...
Contract with Razorback, LLC DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 C 2_ F DocuSign Envelope ID:A85F4855-3206-4316-8BFA-1BC7EFE66671 JO NE / � Z Z Contract no.22-178-01 CONTRACT 7/29/2022 I 4:33 EDT THIS CONTRACT ("Contract") is made and entered into as of __., by and between the City of Miami Beach, Florida, a municipal corporation (the "City"), and Razorback, LL.C. (the "Contractor"): WITNESSETH,that the Contractor,for and in consideration of the payments hereinafter specified and agreed to be made by the City, hereby covenants and agrees to furnish and deliver all the materials required, to do and perform all the work and labor, in a satisfactory and workmanlike manner, required to complete this Contract within the time specified, in strict and entire conformity with the Plans,Specifications,and other Contract Documents,which are hereby incorporated into this Contract by reference, for: ITB-2022-178-ND For Exterior Repair and Coating of Prestressed Concrete Water Tanks The Contractor agrees to make payment of all proper charges for labor and materials required in the aforementioned work, and to defend, indemnify and save harmless City, and their respective officers and employees, from liabilities, damages, losses and costs including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of this Contract. The requirements of the Contract Documents, as such term is defined in the Invitation to Bid, are hereby incorporated by reference as if fully set forth herein. This Contract is part of, and incorporated in, the Contract Documents as defined herein. Accordingly, all of the documents incorporated by the Contract Documents shall govern this Project. In consideration of these premises, the City hereby agrees to pay to the Contractor for the said work, when fully completed, the total maximum sum of two hundred fifty-seven thousand four hundred twenty-seven dollars and fifty cents ($257,427.50)(the"Contract Price"), consisting of the following accepted items or schedules of work as taken from the Contractor's Bid Submittal: Total Base Bid $234,025.00 Total Owner's Contingency $23,402.50 Total . $257,427.50 The Contract Price is subject to such additions and deductions as may be provided for in the Contract Documents. Partial and Final Payments will be made as provided for in the Contract Documents. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 DocuSign Envelope ID:A85F4855-3206-4316-8BFA-1BC7EFE66671 Contract no.22-178-01 Contract Completion Time & Schedule: 75th Street North Reservoir 25 calendar days,Substantial Completion 30 calendar days,Final Completion 75th Street South Reservoir 25 calendar days,Substantial Completion 30 calendar days,Final Completion 451 Dade Boulevard North Reservoir 25 calendar days,Substantial Completion 30 calendar days,Final Completion 451 Dade Boulevard South Reservoir 25 calendar days,Substantial Completion 30 ,calendar days,Final Completion Reference:Section 0400,Terms and Conditions of the Contract. Whenever either party desires to give notice to the other, such notice must be in writing, sent by certified United States Mail, postage prepaid, return receipt requested,or by hand-delivery with a request for a written receipt of acknowledgment of delivery, addressed to the party for whom it is intended at the place last specified. The place for giving notice shall remain the same as set forth herein, unless such notice information is revised in a Contract amendment duly executed by the City and the Contractor. For the present,the parties designate the following: For City: City of Miami Beach Public Works Streets 451 Dade Blvd Miami Beach, FL. 33139 Attn: Lys Desir/Division Director Ph:305-673-7083 Email: lysdesir c(Dmiamibeachfl.gov DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 DocuSign Envelope ID:A85F4855-3206-4316-8BFA-1BC7EFE66671 Contract no.22-178-01 With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 Attn: Rafael Paz, City Attorney Ph: 305-673-7000 Email: rafaelpazta'�.miamibeachfl.gov For Contractor: Razorback, LLC. 177 Anclote Road Tarpon Springs, FL. 34689 Attn:Anthony Houllis Ph: 727-938-9500 Email: anthony(c�razorbacklIc.com 3 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 DocuSign Envelope ID:A85F4855-3206-4316-8BFA-1BC7EFE66671 Contract no.22-178-01 IN WITNESS WHEREOF, the above parties have caused this Contract to be executed by their appropriate officials as of the date first above written. FOR CITY: ATTEST: CITY OF MIAMI BEACH, FLORIDA —DocuSignedd by:e By: raffia CAI auitz.� By: it_ _ ,-1 aser �eacr...RafaeP' . franado, City Clerk �". . Hudak, City Manager 7/29/2022 I 4:33 EDT Date: [seal] FOR CONTRACTOR: ATTEST: RAZORBACK, LLC: 4*, By: di,`.. Name: Brooke Sktra$ Name: Av► ion. 6-41 I Date: '7/2 I/zz. Date: —7/21 f 22. [seal] APPROVED AS TO FORM & LANGUAGE & FOR EXECUTION 1 � 011lOb'Z2. j City Attorney 44' Date 4 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ATTACHMENT A RESOLUTION COMMISSION ITEMS AND COMMISSION MEMORANDUM DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Competitive Bid Reports - C2 F MIAM BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Alina T. Hudak, City Manager DATE: June 22, 2022 SUBJECT: REQUEST FOR APPROVAL TO AWARD A CONTRACT PURSUANT TO INVITATION TO BID (ITB) 2022-178-ND FOR THE EXTERIOR REPAIRS AND COATING OF PRESTRESSED CONCRETE WATER TANKS. RECOMMENDATION It is recommended that the Mayor and City Commission approve the award of a contract to Razorback LLC, the lowest, responsive, responsible Bidder to Invitation to Bid (ITB) No. 2022- 178-ND for the exterior repairs and coating of prestressed concrete water tanks and authorize the City Manager and City Clerk to execute the contract. This solicitation is currently under the cone of silence. BACKGROUND/HISTORY The City completed an assessment of the current conditions of the prestressed concrete potable water storage tanks located at 75th Street and also at Dade Boulevard. The assessment indicated a need to repair the exterior surfaces and roof, and coat the prestressed concrete tanks. Accordingly, the Procurement and Public Works Departments developed an ITB to complete the necessary repairs addressed in the assessment. The scope of work consists of furnishing all supervision, labor, material, equipment, scaffold, and forms required to repair two (2) 4,000,000-gallon water storage tanks located at 75th Street, Water Pump Station No. 2, and two (2) 3,000,000-gallon water storage tanks located at 451 Dade Boulevard, Water Pump Station No. 1. The North Beach Water Tanks, located at 75th Street, currently feature a work of public art that the contractor will need to make every effort to preserve. However, any unavoidable restoration required will be managed through the Tourism and Culture Department's Art in Public Places program. ANALYSIS On March 11, 2022, the ITB was issued. The Procurement Department issued bid notices to approximately 3,932 companies utilizing the City's e-procurement system, with 43 prospective bidders accessing the solicitation. A voluntary site visit and pre-bid conference to provide Page 59 of 1978 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 information to proposers submitting a response were held on March 18, 2021. ITB responses were due and received on April 22, 2022. The City received three (3) responses from the following firms Quick Painting Group Corp., Razorback LLC, and Tadeos Engineering LLC. However, Quick Painting Group Corp. is not licensed as required and Tadeos Engineering LLC failed to provide proof of the minimum experience requirement stated in the ITB. Accordingly, the bids from these firms were found to be non-responsive to the requirements of the ITB and could not be further considered. The ITB stated that the lowest responsive and responsible Bidder meeting all terms, conditions, and specifications of the ITB would be recommended for award. In its due diligence, the Procurement and Public Works Departments found that the bid submitted by Razorback LLC meets the requirements of the ITB, including: 1. Licensing Requirements: Bidder shall be State of Florida Certified or Miami Dade County Licensed General Contractor. Razorback LLC is State certified as a General Contractor. The state license number is: CGC1526612 and expires on August 31, 2022. 2. Previous Experience of Bidder (Firm): Bidder and/or its firm shall have completed at least three (3) projects of a similar nature (repairs on prestressed concrete water tanks)for other public agency(ies)within the last five (5)years. Razorback LLC provided three (3) positive and satisfactory references. Accordingly, Razorback, LLC has been deemed the lowest responsive and responsible Bidder, meeting all terms, conditions, and specifications of the ITB. Below is a brief summary of the firm as articulated in its bid response: Razorback LLC ("Razorback") founded in 2008 specializes in constructing, restoring, and maintaining infrastructure. Its diverse group, comprised of an extensive range of trades and skill levels ensures that client expectations are met and exceeded. Razorback LLC has not previously completed work for the City, but it has performed work for the Cities of St. Petersburg, West Palm Beach, and Plantation.All references provided positive feedback. SUPPORTING SURVEY DATA N/A FINANCIAL INFORMATION The bid submitted by Razorback LLC, the lowest responsive and responsible Bidder, was for the lump sum total amount of $234,025.00. The contract total with City's contingency is $257,427.50 Razorback LLC Grand Total: $234,025.00 Plus 10% Owner's Contingency: $23,402.50 Total: $ 257,427.50 Page 60 of 1978 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Amount(s)/Account(s): 425-0410-000325-29-413-513-00-00-00 $257,427.50 CONCLUSION Based on the foregoing, I recommend that the Mayor and City Commission of the City of Miami Beach, Florida, approve the award of a contract to Razorback LLC, the lowest responsive and responsible bidder to ITB No. 2022-178-ND for exterior repair and coating of prestressed concrete water tanks and authorize the City Manager and City Clerk to execute a contract. Applicable Area Not Applicable Is this a "Residents Right Does this item utilize G.O. to Know" item,pursuant to Bond Funds? City Code Section 2-14? No No Legislative Tracking Public Works/Procurement ATTACHMENTS: Description o Tabulation Page 61 of 1978 O 0 0 c fn ca PROJECT TITLE: ITB No.2022-178-ND m Exterior Repair and Coating of Prestressed Concrete Water Tanks in accordance with Minimum Requirements and Specifications coo 0 Section 1 A—Bidders Price: 1:3 CD P Razorback LLC 2 TMdcpc<nginccring„C W co Cost Cost Cost m co North Reservoir,4,000,000 Gallon Water Storage Tank Located at 7St" c, Street Water Pump Station No.23 $ 51,685.00 m $ 52,000.00 $ 93,.r,00.00 mm South Reservoir,4,000,000 Gallon Water Storage Tank Located at 75c" a' 4. Street Water Pump Station No.23 $ 51,685.00 $ 52,000.00 $ 93,500.00 0 North Reservoir,3,000,000 Gallon Water Storage Tank Located at 451 m ca Dade Boulevard,Miami Beach,Florida $ 55,250.00 $ 55,000.00 $ 81,700.00 -nn South Reservoir,3,000,000 Gallon Water Storage Tank Located at 451 n J Dade Boulevard,Miami Beach,Florida $ 55,250.00 $ 55,000.00 $ 81,700.00 D m SUBTOTAL $ 213,870.00 $ 214,000.00 $ 356,100.00 ccr, Allowance for City Indemnification $354:0 $25.00 $26,90 Permit Allowance 620,060,W $20,000.00 $20,000.90 co LUMP SUM TOTAL(TOTAL SECTION 1A) BASE CONTRACT SHALL BE BASED ON THIS AMOUNT $ 233,895.00 $ 234,025.00 $ 376,125.00 Section 1 B—Bidders Unit Prices for Additional Services(IF APPLICABLE): Razorback LLC TIME AND MATERIAL COSTS FOR ADDITIONAL GOODS OR SERVICES NOT SPECIFIED Annual Estimated Total Total Total Item Description Quantity U/M Unit Cost (Quantity_X_Unit_Cost) Unit Cost (Quantity_X_Unit_Cost) Unit Cost (Quantity_X_Unit_Cost) Hourly Rate—Regular (Monday through Friday 7:00 a.m.to Hourly 1 5:00 p.m.) 40 Rate $ 11.85 $ 1,794.00 $ 70.00 $ 2,800.00 $ 35.00 $ 1,100.00 Hourly Rate—Non- Regular(Monday through Friday after 5:00 pm.or on Hourly 2 Weekends) 20 Rate $ 59.30 $ 1,186.00 $ 140.00 $ 2,800.00 $ 50.00 $ 1,000.00 SUBTOTAL-LABOR $ 2,980.00 — $ 5,600.00 $ 2,100.00 Total Total Total Item Description Estimated Annual Cost %Mark-up (Quantity_X_%Mark-up) %Mark-up (Quantity_X_%Mark-up) %Mark-up (Quantity_X_%Mark-up) Purchase of Related 3 Parts and Supplies $1,000 ;5% $ 1,075.00 20% $1,200 20% $37209 'Deemed non-responsive for failure to meet the requirements of the ITS. 'Recommended for Award Page 62 of 1978 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ATTACHMENT B SOLICITATION AND ADDENDUMS DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ITB SUMMARY The purpose of this ITB Summary is to summarize the major terms, conditions and requirements of the ITB. Bidders shall note that various paragraphs within these bid documents have a box ( ❑ ) which may be checked ( II ). If the box is checked, the language is made a part of the bid documents and compliance therewith is required of the Bidder; if the box is not checked, the language is not made a part of the bid documents. It is the Bidder's responsibility to become familiar with all terms, conditions and requirements of the ITB, whether or not included in the ITB Summary. Further, it is the Bidder's responsibility to make note of and account for any revisions to any portion of the ITB Summary that may result from an addendum to the ITB. ITB Information&General Requirements ITB No.: 2022-178-ND ITB Title: EXTERIOR REPAIR AND COATING OF PRESTRESSED CONCRETE WATER TANKS Date of Issuance: March 11, 2022 Project Description& The City has completed an assessment of the current conditions for its prestressed concrete Scope of Work: potable water storage tanks. The purpose of this ITB is to receive proposals from firms experienced in the repair and maintenance of prestressed concrete potable water storage tanks. The work shall consist of furnishing all supervision, labor, material, equipment, scaffold and forms required to repair two (2)4,000,000-gallon water storage tanks located at 75th Street, Water Pump Station No. 2, and two(2)3,000,000-gallon water storage tanks located at 451 Dade Boulevard,Water Pump Station No. 1. The North Beach Water Tanks, located at 75th Street, currently feature a work of public art that the contractor will need to make every effort to preserve. Specifications are further detailed in Appendix E. Water Pump Station No.2 located at 75th Street and Water Pump Station No. 1 located at Project Location: 451 Dade Boulevard. Estimated Budget: $250,000 Procurement Contact: Name: Natalia Delgado Telephone: 305-673-7490 ext. 26263 Email: nataliadel ov Cone of Silence: Bidders are hereby advised that, pursuant to Section 2-486 of the City Code,this solicitation is under the Cone of Silence law. Communications regarding this solicitation are to be submitted in writing to the Procurement Contact named herein with a copy to the City Clerk at rafaelgranadota7miamibeachfl.gov. Reference: Section 0400,Solicitation Terms and Conditions Important Dates Due Date&Time for Bid The deadline for submittal of bids is 3:00 PM ET on April 11,2022. Submittal: Join on your computer or mobile app Due date may be modified by Click here to join the meeting addendum to the ITB.It is important that bidder download all addenda. Or call in(audio only) +1 786-636-1480 United States, Miami Phone Conference ID: 111 188 938# DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Bidders are cautioned that late bids cannot be submitted. Bidders are fully responsible for assuring that bids are received by the deadline. Pre-Bid Conference: Date: March 18,2022 Time: 3:00 PM ET ® Pre-Bid Conference will be held. Join on your computer or mobile app Click here to join the meeting ❑ Pre-Bid Conference is Or call in(audio only) Mandatory. +1 786-636-1480 United States, Miami Phone Conference ID:425 268 303# ❑ A Pre-Bid Conference will not be held. Reference: Section 0100, Sub-section 6, Pre-Bid Interpretations. Site Visit: Date: March 18,2022 Time: 9:00 AM ET ® Site Visit will be held. Location: City of Miami Beach Public Works Department/Water Pump Station No. 1 ❑ Site Visit is Mandatory. 451 Dade Boulevard Miami Beach, FL 33140 LI Site Visit will not be held. Last Day for Receipt of March 28,2022 by 5:00 PM ET Questions: Questions will be allowed up to 10 days before the initial deadline for submittal of Bids. Questions must be directed to nataliadelgado@miamibeachfl.gov, with a copy to the City Clerk rafaelgranado(a miamibeachfl.gov. Reference: Section 0100, Sub-section 6, Pre-Bid Interpretations. Project Specific Information&Requirements Minimum Requirements: Bids from bidders that do not meet the following Minimum Requirements shall be deemed non-responsive and shall not be considered. ®Shall apply. 1. Licensing Requirements. Bidder shall be State of Florida Certified or Miami Dade ❑Shall not apply. County Licensed General Contractor. 2. Previous Experience of Bidder(Firm). Bidder and/or its firm shall have completed at least three (3) projects of a similar nature (repairs on prestressed concrete water tanks)for other public agency(ies)within the last five(5)years. Submittal Requirement:For each project,submit: 1)Owner Name,2)Contact Name, Telephone&Email,3)Project Address,4)Narrative on Scope of Services Provided, 5)Contract amount and completion date. For each project, identify whether the experience is for the firm or for a principal (include name of principal). DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Reference: Section 0200. Bid Bond Requirements: If the requirement applies, an electronic copy of the Bid Bond must be submitted through Periscope S2G with the bid on or before the deadline for submittal of bids, in the amount of [' Shall apply. 5% of the bid amount, payable to City of Miami Beach, Florida. Additionally, the original bid bond must be mailed to the address below by the deadline for submittal of bids or within ®Shall not apply. seven (7)days of request. Failure to include a copy of the bid bond with the bid AND submit the original bid bond to the address below by the deadline for submittal of bids or within seven (7)days of request by the City shall result in the bid being deemed non-responsive. Attn: Procurement Department City of Miami Beach City Clerk's Office 1700 Convention Center Dr., 1st Floor Miami Beach, 33139—1st Floor Reference: Section 0100, Sub-section 8, Bid Bond. Davis-Bacon Wage Rates: If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and mechanics employed under the contract no less than the prevailing wage rate and fringe ❑ Shall apply. benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance ® Shall not apply. of the ITB. Insurance: If the requirement applies, Bidder agrees it shall fully comply with the following insurance requirements: ®Shall apply. A. Workers' Compensation Insurance for all employees of the Contractor as ['Shall not apply. required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease. Should the Contractor be exempt from this Statute,the Contractor and each employee shall hold the City harmless from any injury incurred during performance of the Contract. The exempt contractor shall also submit(i) a written statement detailing the number of employees and that they are not required to carry Workers'Compensation insurance and do not anticipate hiring any additional employees during the term of this contract or(ii)a copy of a Certificate of Exemption. B. Commercial General Liability Insurance on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence,and$2,000,000 general aggregate. C. Automobile Liability Insurance covering any automobile, if vendor has no owned automobiles, then coverage for hired and non-owned automobiles, with limit no less than$1,000,000 combined per accident for bodily injury and property damage. D. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits no less than$1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 E. Installation Floater Insurance against damage or destruction of the materials or equipment in transit to, or stored on or off the Project Site, which is to be used (installed into a building or structure) in the Project. (City of Miami Beach shall Named as a Loss Payee on this policy, as its interest may appear. This policy shall remain in force until acceptance of the project by the City.) Additional Insured-City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the contractor including materials, parts,or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the contractor's insurance. Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach do EXIGIS Insurance Compliance Services. Waiver of Subrogation—Vendor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However,this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers—Insurance must be placed with insurers with a current A.M.Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds(i.e.FWCIGA,FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH c/o EXIGIS Insurance Compliance Services P.O. Box 4668—ECM#35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach@riskworks.com Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these requirements,including limits,based on the nature of the risk,prior experience,insurer, coverage,or other special circumstances. Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Contract Price: As indicated, contract pricing shall be based on lump sum or unit pricing in accordance with Section 0400,Terms and Conditions of the Contract. ® Lump sum pricing shall apply. ❑Unit pricing shall apply. Contract Time&Schedule: 75th Street North Reservoir calendar days, Substantial Completion 30 ,calendar days, Final Completion 75th Street South Reservoir 25 calendar days,Substantial Completion calendar days, Final Completion 451 Dade Boulevard North Reservoir 25 calendar days, Substantial Completion - calendar days, Final Completion 451 Dade Boulevard South Reservoir 25 calendar days,Substantial Completion - Q_calendar days, Final Completion Reference: Section 0400,Terms and Conditions of the Contract. Liquidated Damages: 1. Failure to achieve Substantial Completion:$500/day 2. Failure to achieve Final Completion: $1,000/day ®Shall apply. ❑ Shall not apply. Reference: Section 0400,Terms and Conditions of the Contract. Local Workforce If the requirement applies, the Bidder agrees it, and its sub-contractors, shall make its best Participation: reasonable efforts to promote employment opportunities for Miami-Dade County residents by seeking to achieve a project goal of having thirty percent(30%)of all construction labor hours ❑ Shall apply. performed by Miami-Dade County residents. The contractor shall also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. ®Shall not apply. Minimum%of Self-Work Minimum%of the Work Contractor self-perform with its own forces: 70% Requirement: See Section 0400,Terms and Conditions of the Contract. ®Shall apply. [' Shall not apply. Performance&Payment See Section 0400,Terms and Conditions of the Contract. Bond Requirements: ®Shall apply. ❑ Shall not apply. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Prevailing Wage Rates: If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and mechanics employed under the contract no less than the prevailing wage rate and fringe ❑Shall apply. benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance ®Shall not apply. of the ITB Required Licenses/Permits: LICENSES: If the Contractor is a State of Florida Certified OR Miami-Dade County Licensed General Contractor the following will be required: ®Shall apply. 1. Copy of State Contractors Certification OR Miami-Dade County Licensed ❑Shall not apply. Certification 2. Place of Business Occupational License PERMITS:The CONTRACTOR shall obtain and pay for any permits that may be required for execution of the work, including but not limited to: 1. City of Miami Beach Building and Zoning a. Dewatering permit if required 2. Miami-Dade Department of Environmental Resources Management(DERM) Trench Safety Act Reference: Section 0100, Sub-section 12, Florida Trench Safety Act. Requirements ❑Shall apply. ®Shall not apply. Consultant: Underwater Solutions, Inc. 1133 Bal Harbor Blvd., Suite 1139 Punta Gorda, FL 33950 Departmental Contract Lys Desir Manager: ASSISTANT INFRASTRUCTURE DIRECTOR PUBLIC WORKS DEPT 451 Dade Boulevard, Miami Beach, FL 33139 _ Tel: 305-673-7000 x 7083 I www.miamibeachfl.gov Contract Administrator: Joe Gomez, Director, Public Works Dept. Submittal Requirements Submittal Location: Bids will be submitted ELECTRONICALLY ONLY through Periscope S2G (formally known as BidSync)(www.periscopeholdings.com or www.bidsync.com). Submittal Format& Bids are to be submitted ELECTRONICALLY ONLY, contain all information, and organized Requirements: in accordance with Section 0300, including: TAB 1: MINIMUM QUALIFICATIONS AND SUBMITTAL REQUIREMENTS Submit evidence, as specifically requested in the ITB Summary, of compliance with each minimum requirement(s)of this ITB. Bidders that do not comply,or for whom the City cannot verify compliance,shall be deemed non-responsive and its bid shall not be considered. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 TAB 2: COST PROPOSAL FORM The following documents shall be submitted with the bid by the deadline for submittal of bids: 1. Cost Proposal Form. (APPENDIX A). FAILURE TO SUBMIT THE MOST RECENT COMPLETED COST PROPOSAL FORM (EITHER INCLUDED IN THE ORIGINAL ITB OR RELEASED VIA AN ADDENDUM) SHALL RESULT IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHER CONSIDERED. Art in Public Places: This Project is subject to review of Art in Public Places, Tourism and Culture Department staff.The Project is required to work collaboratively with the Tourism and Culture Department to identify opportunities for the integration of public art. The project/developer is required to work collaboratively with the Tourism and Culture Department on the implementation of the AiPP program, including construction project coordination as required by project, pursuant to AiPP provisions as set forth in Sections 82-561 through 82-612 of the City of Miami Beach Code. Rest of page left blank intentionally. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 TABLE OF CONTENTS SOLICITATION SECTIONS 0100 INSTRUCTIONS TO BIDDERS 0200 MINIMUM QUALIFICATIONS 0300 BID SUBMITTAL FORMAT 0400 TERMS & CONDITIONS (Under separate cover) APPENDICES: APPENDIX A—COST PROPOSAL FORM APPENDIX B — PREVAILING WAGES AND LOCAL WORKFORCE PARTICIPATION APPENDIX C - PRE-AWARD FORMS APPENDIX D - CONTRACT FORM APPENDIX E - LIST OF PLANS & SPECIFICATIONS APPENDIX F - POST AWARD FORMS DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SECTION 0100 — INSTRUCTIONS TO BIDDERS: 1. General. This Invitation to Bid (ITB) is issued by the City of Miami Beach, Florida (the "City"), as the means for prospective Bidders to submit their qualifications, proposed scopes of work and cost proposals (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 Bidders and, subsequently, the successful Bidder(s) (the "contractor[s]") if this ITB results in an award. The City utilizes Periscope S2G (formally known as BidSync) (www.periscopeholdinqs.com or www.bidsync.com) for automatic notification of competitive solicitation opportunities and document fulfillment, including the issuance of any addendum to this ITB. Any prospective Proposer who has received this ITB by any means other than through Periscope S2G must register immediately with Periscope S2G to assure it receives any addendum issued to this ITB. Failure to receive an addendum may result in disqualification of proposal submitted. 2. Background and Scope of Work. The Project is described more fully in the Invitation to Bid Summary (and/or the exhibits referenced therein). 3. Abbreviations and Symbols. The abbreviations used throughout the Contract Documents are defined hereinafter in the Technical Specifications. The symbols used in the Plans are defined therein. 4. Examination of Contract Documents and Site. It is the responsibility of each Bidder before submitting a Bid, to: a. Examine the Contract Documents thoroughly. b. Visit the site or structure to become familiar with conditions that may affect costs, progress, performance or furnishing of the Work. c. Take into account federal, state and local (City and Miami-Dade County) laws, regulations, permits, and ordinances that may affect costs, progress, performance, furnishing of the Work, or award. d. Study and carefully correlate Bidder's observations with the Contract Documents. e. Carefully review the Contract Documents and notify City of all conflicts, errors or discrepancies in the Contract Documents of which Bidder knows or reasonably should have known. The submission of a Bid shall constitute an incontrovertible representation by Bidder that Bidder has complied with the above requirements and that without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5. Location of Work. This Scope of Work shall be completed at the Project Site/Location of the Work specified in the Invitation to Bid Summary (the "Project Site"). DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 6. Pre-Bid Interpretations. Only those questions answered by the City's Procurement Department, via written addendum to this ITB, shall be binding as to this ITB. City's answers to questions may supersede terms noted in this ITB, and in such event, such answers shall govern and control this ITB. Verbal and other interpretations or clarifications of City representatives or employees will be without legal effect. All questions about the meaning or intent of the Contract Documents are to be directed to the City's Procurement Director in writing. Interpretations or clarifications considered necessary by the City's Procurement Director in response to such questions will be issued by City by means of addenda mailed or delivered to all parties recorded by the City's Procurement Director as having received the Bidding Documents. Written questions should be received no less than ten (10) calendar days prior to the date of the opening of Bids. There shall be no obligation on the part of City or the City's Procurement Director to respond to questions received less than ten (10) calendar days prior to bid opening. 7. Electronic Form of Bid. All bids must be made upon the blank Bid/Tender Form included herein and must give the price in strict accordance with the instructions thereon. The bid must be signed and acknowledged by the Bidder in accordance with Section 0300 and must be received on or before the deadline for the submittal of bids. Late bids will not be accepted and will not be considered. It is the Bidder's responsibility to account any possible delay. 8. Bid Bond. If the Invitation to Bid Summary specifies that a bid bond is required, Bidder shall submit, WITH ITS BID (fully executed), either an original bid bond, in a form acceptable to the City, executed by a surety company meeting the qualifications specified herein, in the amount of 5% of the bid amount, payable to City of Miami Beach, Florida. In the alternative, Bidder may submit a certified check or cashier's check issued by any national or state bank (United States). A PERSONAL CHECK OR A COMPANY CHECK OF A BIDDER SHALL NOT BE DEEMED A VALID BID SECURITY. Security of the successful Bidder shall be forfeited to the City of Miami Beach as liquidated damages, not as a penalty, for the cost and expense incurred should said Bidder fail to execute the Contract, provide the required Performance Bond, Payment Bond and Certificate(s) of Insurance, within fifteen (15) calendar days after notification of the award of the Contract, or failure to comply with any other requirements set forth herein. Bid guaranties of the unsuccessful Bidders will be returned after award to the successful bidder. 9. Prevailing Wage Rates & Local Workforce Participation. See ITB Bid Summary to determine if prevailing wages and local workforce participation are a requirement of this ITB. If required, Chapter 31, Articles II and III, of the Code of City of Miami Beach requires that the rate of wages and fringe benefits, or cash equivalent, for all laborers, mechanics and apprentices employed by any contractor or subcontractor on the work covered by the contract, shall not be less than the prevailing rate of wages and fringe benefit payments or cash equivalence for similar skills or classifications of work, as established by the Federal Register last published by the United States Department of Labor prior to the date of issuance of this solicitation. Additionally,the contractor will make its best reasonable efforts to promote employment opportunities for Miami-Dade County residents by seeking to achieve a project goal of having thirty percent (30%) of all construction labor hours performed by Miami-Dade County residents. The contractor shall also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. Refer to Appendix B for additional information and submittal requirements of these programs, and the applicable prevailing wage table for the project. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 10. Method of Award. The City Manager may recommend to the City Commission the bidder(s) s/he deems to be the lowest(based on the Grand Total amount) responsive and responsible bidder(s), or may recommend rejection of all bids received. In determining responsibility, the City Manager, in his/her sole discretion, may consider(but not be limited to)the following: (a) The ability, capacity and skill of the bidder to perform the Contract. (b) Whether the bidder can perform the Contract within the time specified, without delay or interference. (c) The character, integrity, reputation,judgment, experience and efficiency of the bidder. (d) The quality of performance of previous contracts. (e) The previous and existing compliance by the bidder with laws and ordinances relating to the Contract. The City Commission shall consider the City Manager's recommendation and may approve the recommendation, may approve an alternate award or may reject all bids. The selection or approval by the City Commission shall not constitute a binding contract between the City and the selected or approved bidder(s). A binding contract will exist upon the completion as determined by the Administration, the City Attorney's Office form approving the contract or contracts,and the Mayor and City Clerk or their respective designees signing the contract(s) after the selected or approved bidder(s) has (or have) done so. Only the executed contract(s)will be binding on the contracting parties. 11. Contract Price. The Contract Price is to include the furnishing of all labor, materials, equipment including tools,shoring,services,permit fees,general conditions costs,applicable taxes, overhead and profit for the completion of the Work, except as may be otherwise expressly provided in the Contract Documents. The cost of any item(s)of Work not covered by a specific Contract unit price or lump sum price shall be included in the Contract unit price or lump sum price to which the item(s) is most applicable. 12. Florida Trench Safety Act. If the work involves trench excavations that will exceed a depth of 5 feet, the requirements of Florida Statutes, Chapter 553, Part III, Trench Safety Act, will be in effect. The Bidder, by virtue of submitting a bid, certifies that such Act will be complied with during the execution of the work. Bidder acknowledges that included in the total bid price are all costs for complying with the Florida Trench Safety Act. 13. Omitted or Additional Information. Failure to include the Cost Proposal Form and the Bid Bond (if applicable) shall render a bid non-responsive. Non-responsive bids will not be considered. With exception of the Cost Proposal Form and the Bid Bond, if applicable, the City reserves the right to seek any omitted information/documentation or any additional information from bidder 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 Bidder to perform in accordance with contract requirements. Failure to submit any omitted or additional information in accordance with the City's request shall result in proposal being deemed non-responsive. 14. E-VERIFY. As a contractor you are obligated to comply with the provisions of Section 448.095, Fla. Stat., "Employment Eligibility."Therefore,you shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Contractor during the term of the Contract and shall expressly require any subcontractors performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the Contract term. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 15. PERISCOPE S2G (FORMERLY BIDSYNC). The Procurement Department utilizes Periscope S2G, Supplier-to-Government electronic bidding(e-Bid) platform. If you would like to be notified of available competitive solicitations released by the City you must register and complete your vendor qualifications through Periscope S2G, Supplier-to-Government www.bidsvnc.com/Miami-Beach. Registration is easy and will only take a few minutes. For detailed instructions on how to register, complete vendor qualifications and submit electronic bids visit https://www.miamibeachfl.gov/city-hall/procurement/for-approval-how-to-become- a-vendor/. Should you have any questions regarding this system or registration, please visit the above link or contact Periscope S2G, Supplier-to-Government at support(a�bidsync.com or 800.990.9339, option 1, option 1. 16. HOW TO MANAGE OR CREATE A VENDOR PROFILE ON VENDOR SELF SERVICE (VSS). In addition to registering with Periscope S2G, the City encourages vendors to register with our online Vendor Self- Service web page, allowing City vendors to easily update contacts, attachments (W-9), and commodity information. The Vendor Self-Service (VSS) webpage (https://selfservice.miamibeachfl.gov/vssNendors/default.aspx) will also provide you with purchase orders and payment information. Should you have any questions and/or comments, do not hesitate to submit them to vendorsupport(a�miamibeachfl.gov 17. SUPPLIER DIVERSITY. In an effort to increase the number and diversity of supplier options in the procurement of goods and services,the City has established a registry of LGBT-owned businesses, as certified by the National LGBT Chamber of Commerce (NGLCC) and small and disadvantaged businesses, as certified by Miami-Dade County. See authorizing resolutions here. If your company is certified as an LGBT-owned business by NGLCC, or as a small or disadvantaged business by Miami-Dade County, click on the link below to be added to the City's supplier registry (Vendor Self-Service) and bid system (Periscope S2G, Supplier-to- Government). These are two different systems and it is important that you register for both. Click to see acceptable certification and to register: https://www.miamibeachfl.gov/city- hall/procurement/how-to-become-a-vendor/. 18. ROADMAP FOR PARTS AND EQUIPMENT ADMINISTRATIVE MARK UP (SECTION 1 B). For parts and materials ordered, Contractor shall provide a quote or invoice, as determined by the authorized City representative, based on the cost of parts and materials plus the agreed to mark-up. In determining cost of materials to which the mark-up may be applied, the authorized City representative may: i. require the Contractor to provide actual cost of parts and materials (e.g., Contractor's invoice, MSRP, etc.) prior to the issuance of a purchase order or approval of an invoice; or ii. require the Contractor to seek and document competition from its sources for the required parts or materials; or iii. obtain data available from primary or other secondary sources and use that data in determining a fair and reasonable price. The cost of any ancillary third-party services that are provided by the Contractor, with prior approval of the authorized City representative, may be determined in the manner prescribed above. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SECTION 0200—MINIMUM QUALIFICATIONS AND REQUIREMENTS The Minimum Eligibility Requirements for this solicitation are listed in the ITB Bid Summary. Bidders that fail to comply with minimum requirements shall be deemed non-responsive and shall not have its bid considered. Rest of page left blank intentionally. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SECTION 0300—ELECTRONIC BID SUBMITTAL FORMAT 1. ELECTRONIC RESPONSES (ONLY). Bids must be submitted electronically through Periscope S2G (formerly BidSync) on or before the date and time indicated. Hard copy proposals or proposals received through email or facsimile are not acceptable and will be rejected. A bidder may submit a modified bid to replace all or any portion of a previously submitted bid until the deadline for bid submittals. The City will only consider the latest version of the bid. Electronic bid submissions may require the uploading of attachments. All documents should be attached as separate files in accordance with the instructions included in Section 4, below. Attachments containing embedded documents or proprietary file extensions are prohibited. It is the Bidder's responsibility to assure that its bid, including all attachments, is uploaded successfully. Only bid submittals received and time stamped by Periscope S2G (formerly BidSync)prior to the bid submittal deadline shall be accepted as timely submitted. Late bids cannot be submitted and will not be accepted. Bidders are cautioned to allow sufficient time for the submittal of bids and uploading of attachments. Any technical issues must be submitted to Periscope S2G (formerly BidSync) by contacting (800) 990-9339 (toll free) or S2Gperiscopeholdings.com. The City cannot assist with technical issues regarding submittals and will in no way be responsible for delays caused by any technical or other issue. It is the sole responsibility of each Bidder to ensure its proposal is successfully submitted in BidSync prior to the deadline for bid submittals. 2. NON-RESPONSIVENESS. Failure to submit the following requirements shall result in a determination of non-responsiveness. Non-responsive bids will not be considered. 1. Bid Submittal Questionnaire (completed and submitted electronically) 2. Cost Proposal Form 3. OMITTED INFORMATION. The City reserves the right to request any documentation omitted, with exception of the Cost Proposal Form and Bid Bond (if applicable), which must be submitted at time of bid. Bid Submittals received with no Cost Proposal Form or Bid Bond (if applicable), or with an incomplete Cost Proposal Form or Bid Bond (if applicable), shall be deemed non-responsive. Bidder must submit any other omitted documentation within three (3) business days upon request from the City, or the bid may be deemed non-responsive. Non-responsive bid packages will receive no further consideration. 4. ELECTRONIC PROPOSAL FORMAT. In order to maintain comparability, facilitate the review process and assist in the review of bid submittals, it is strongly recommended that bids be organized and tabbed in accordance with the tabs, and sections as specified in the below. The electronic submittal should be tabbed as enumerated below and contain a table of contents with page references. The electronic proposal shall be submitted through the "Line Items" attachment tab in Periscope S2G. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 TAB 1: MINIMUM QUALIFICATIONS AND SUBMITTAL REQUIREMENTS Submit evidence, as specifically requested in the ITB Summary, of compliance with each minimum requirement(s) of this ITB. Bidders that do not comply, or for whom the City cannot verify compliance, shall be deemed non-responsive and its bid shall not be considered. TAB 2: COST PROPOSAL FORM The following documents shall be submitted with the by the deadline for submittal of bids: 1. Cost Proposal Form. (APPENDIX A). FAILURE TO SUBMIT THE MOST RECENT COMPLETED COST PROPOSAL FORM, (EITHER INCLUDED IN THE ORIGINAL ITB OR RELEASED VIA AN ADDENDUM) SHALL RESULT IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHER CONSIDERED. Rest of page left blank intentionally. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SECTION 0400 —TERMS AND CONDITIONS The following documents identify terms and conditions that together with the ITB, inclusive of all appendixes and addenda, whether included herein or released under separate cover, comprise the solicitation and the contract, and are complementary to one another and together establish the complete terms, conditions and obligations of the bidder and, subsequently, the awarded contractor. 1. SOLICITATION TERMS & CONDITIONS - SERVICES. By virtue of submitting a bid in response to this ITB, bidder agrees to be bound by and in compliance with the Solicitation Terms and Conditions (dated 4/13/20), incorporated herein, located at: https://www.miamibeachfl.gov/city-hall/procurement/standard-terms-and-conditions/ 2. GENERAL CONDITIONS FOR CONSTRUCTION CONTRACTS. By virtue of submitting a bid in response to this ITB, bidder agrees that all work shall be bound by and in compliance with the Terms and Conditions for Construction Contracts (dated 4/13/20), incorporated herein, located at: https://www.miamibeachfl.gov/city-hall/procurement/standard-terms-and-conditions/ Rest of page left blank intentionally. DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 APPENDIX A MIAMIbEbv, Cost Proposal Form MUST BE SUBMITTED WITH THE BID. FAILURE TO DO SO WILL RENDER BID NON-RESPONSIVE. DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Cost Proposal Form Page 1 of 1 APPENDIX A COST PROPOSAL FORM FAILURE TO SUBMIT THIS FORM FULLY EXECUTED AND BID BOND (IF APPLICABLE) WITH BID SUBMITTAL SHALL RESULT IN BEING DEEMED NONRESPONSIVE. City of Miami Beach ITB Cost Proposal Form The GRAND TOTAL amount includes the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, shoring, supervision, mobilization, demobilization, overhead and profit, insurance, permits, bonds, and taxes to complete the work to the full intent as shown or indicated in the contract documents. BIDDER MUST SUBMIT THIS ITB COST PROPOSAL FORM FULLY COMPLETED, INCLUDING SECTIONS 1A AND 1B, AS PART OF THE BID RESPONSE. FAILURE TO DO SO SHALL DEEM THE BIDDER NONRESPONSIVE. Section 1 A—Bidders Price: PROJECT TITLE: ITB No. 2022-178-ND Exterior Repair and Coating of Prestressed Concrete Water Tanks in accordance with Minimum Requirements and Specifications Cost North Reservoir,4,000,000 Gallon Water Storage Tank Located at 75th Street Water Pump Station No. 23 $ South Reservoir,4,000,000 Gallon Water Storage Tank Located at 75th Street Water Pump Station No. 23 $ North Reservoir, 3,000,000 Gallon Water Storage Tank Located at 451 Dade Boulevard, Miami Beach, Florida $ South Reservoir,3,000,000 Gallon Water Storage Tank Located at 451 Dade Boulevard, Miami Beach, Florida $ SUBTOTAL $ _ Allowance for City Indemnification $25.00 _ Permit Allowance $ 20,000.00 LUMP SUM TOTAL(TOTAL SECTION 1A) $ BASE CONTRACT SHALL BE BASED ON THIS AMOUNT Section 1 B—Bidders Unit Prices for Additional Services: TIME AND MATERIAL COSTS FOR ADDITIONAL GOODS OR SERVICES NOT SPECIFIED Annual Estimated Total Item Description Quantity' U/M Unit Cost (Quantity_X_Unit_Cost) Hourly Rate—Regular (Monday through Friday Hourly 1 7:00 a.m.to 5:00 p.m.) 40 Rate $ $ DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Hourly Rate—Non- Regular(Monday through Friday after 5:00 pm. or on Hourly 2 Weekends) 20 Rate $ $ SUBTOTAL- LABOR $ %Mark- Total up (Quantity_X_%Mark-up) (See Section Item Description Estimated Annual Cost'. no No.is) Purchase of Related 3 Parts and Supplies $1,000 % $ SUBTOTAL—PARTS&SUPPLIES $ TOTAL SECTION 1B GRAND TOTAL(ITEMS 1A-1B) $ 1The estimated amounts stated herein are for calculation purposes only.Actual amounts may be greater or less than the estimated amounts. Rest of page left blank intentionally. DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 APPENDIX B MIAMIB ' i Prevailing Wage and Local Workforce Participation Programs Onl a• •licable if checked in the Invitation to Bid Summar The Requirements of the DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Prevailing Wage and Local Workforce Participation Programs shall apply to the award of this project. The purpose of this appendix is to summarize,for clarity,the requirements of the City's Prevailing Wage and Local Workforce Program Requirements. In the event of any omissions or conflicts,the requirements of the City Code, with respect to these programs, shall prevail. I. MINIMUM WAGES AND BENEFITS 1. Employee Compensation. The rate of wages and fringe benefits, or cash equivalent, for all laborers, mechanics and apprentices employed by the contractor or subcontractor on the work covered by the contract, shall be not less than the prevailing rate of wages and fringe benefit payments or cash equivalence for similar skills or classifications of work as established by the Federal Register last published by the United States Department of Labor prior to the date of issuance of this solicitation. (reference: Sec 31-27). 2. Notice Requirement. On the date on which any laborer or mechanic commences work on a construction contract to which this article applies, the contractor shall be required to post a notice in a prominent place at the work site stating the requirements of this article. (reference: Sec 31-29). 3. Certified Payrolls. With each payment application, Contractor shall submit a copy of all payrolls, including (at a minimum) the name and zip code for the covered employee, to the City accompanied by a signed "Statement of Compliance" indicating that the payrolls are correct and complete and that each laborer or mechanic has been paid not less than the proper prevailing wage rate for the work performed. Beginning, January 30, 2018, all payroll submittals shall be completed electronically via the City's electronic compliance portal, LCP Tracker. No payment application shall be deemed accepted until such time as the Procurement Department has confirmed that a certified payroll for the applicable payment application has been accurately submitted in LCP Tracker. a. LCP Tracker Training.The Procurement Department offers ongoing training in LCP Tracker to all contractors. To schedule a training session, contact Alian Gonzalez at AlianGonzalez@MiamiBeachFL.gov or at 305-673-7490. II. LOCAL WORKFORCE PARTICIPATION GOALS 1. Responsible Contractor Affidavit(RCA).As a condition of being responsive to the requirements of the solicitation and eligible to be considered for award, the Contractor shall submit a Responsible Contractor Affidavit affirming that it will make its best reasonable efforts to promote employment opportunities for Miami-Dade County residents by seeking to achieve a project goal of having thirty percent (30%) of all construction labor hours performed by Miami-Dade County residents.The Contractor shall also affirm that it will make its best reasonable efforts to promote employment opportunities for Miami Beach residents. Failure to submit the RCA shall result in the bid or proposal being disqualified and deemed non-responsive. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 2. Workforce Performance Report. Before its final application for payment, the Contractor shall submit its final Certified Payroll in LCP Tracker, which shall be deemed its final Workforce Performance Report. If the project goal of thirty percent (30%) of all construction labor hours to be performed by Miami-Dade County residents is not met,the Contractor shall submit supporting documentation verifying reasonable efforts to promote employment opportunities for Miami Beach and Miami-Dade County residents. No final payment application may be approved without this information. Balance of Page Intentionally Left Blank DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 LOCAL WORKFORCE PARTICIPATION PROGRAM Responsible Contractor Affidavit Form In accordance with Article III,Section 31-40 of the Miami Beach Code,all contractors and subcontractors of any tier performing on a city contract valued in excess of$1,500,000 for(i)the construction,demolition,alteration and/or repair of city buildings or city public works projects,or(ii)a contract valued in excess of$1,500,000 which provides for privately-funded construction, demolition, alteration and/or repair of buildings or improvements located on city-owned land,and which are subject to Section 31-40 of the Miami Beach Code shall comply with the requirements of the Local Workforce Participation Program. The undersigned Contractor affirms that, should it be awarded the contract pursuant to this solicitation, it shall comply with the following: i. The contractor will make its best reasonable efforts to promote employment opportunities for local Miami- Dade County residents and seek to achieve a project goal of having thirty percent(30%)of all construction labor hours performed by Miami-Dade County residents. ii. The contractor will also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. To verify workers' residency, contractor(s)shall provide the residence address of each worker. Print Name of Affiant Print Title of Affiant Signature of Affiant Name of Firm Date Address of Firm State Zip Code DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 APPENDIX C m Pre-Award Forms B 1 Bid Bond DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 BID BOND (Bl ) Page 1 of 2 KNOW ALL MEN BY THESE PRESENTS,that we, as Principal, hereinafter referred to as Contractor, and as Surety, are held and firmly bound unto the City of Miami Beach, Florida, as a municipal corporation of the State of Florida, hereinafter called the City, in the sum of five percent (5%) of the Contractor's Base Bid amount of$ lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally by these presents. WHEREAS, the Contractor contemplates submitting or has submitted, a Bid to the City for the furnishing of all labor, materials, equipment, machinery. tools, apparatus, means of transportation for, and the performance of the Work covered in the Bid Documents which include the Project Manual, the detailed Plans and Specifications, and any Addenda thereto, for the following solicitation. Bid No.: Title: WHEREAS, it was a condition precedent to the submission of said Bid that a cashier's check, certified check, or Bid Bond in the amount of five percent (5%) of the Base Bid be submitted with said Bid as a guarantee that the Contractor would, if awarded the Contract, enter into a written Contract with the City for the performance of said Contract, within ten (10) consecutive calendar days after notice having been given of the Award of the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor within ten (10) consecutive calendar days after notice of such acceptance, enters into a written Contract with the City and furnishes the Performance and Payment Bonds, satisfactory to the City, each in an amount equal to one hundred percent (100%) of the Contract Price, and provides all required Certificates of Insurance, then this obligation shall be void; otherwise the sum herein stated shall be due and payable to the City of North Miami and the Surety herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America, as liquidated damages for failure thereof of said Contractor. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 BID BOND (Bl ) Page 2 of 2 IN WITNESS WHEREOF,the said Principal and the said Surety have duly executed this bond the day of ___,20 . ATTEST: PRINCIPAL: (Contractor Name) Signature Signature Print Name Print Name(Principal) Title Title COUNTERSIGNED BY RESIDENT FLORIDA SURETY: AGENT OF SURETY: Signature (Surety Name) Print Name Attorney-in-Fact(Print Name) Signature (CORPORATE SEAL) (Power of Attorney must be attached.) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 APPENDIX D Contract Form DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 CONTRACT THIS CONTRACT ("Contract") is made and entered into as of the day of , 2020, by and between the City of Miami Beach, Florida, a municipal corporation (the "City") and (the "Contractor"): WTTNESSETH, that the Contractor, for and in consideration of the payments hereinafter specified and agreed to be made by the City, hereby covenants and agrees to furnish and deliver all the materials required, to do and perform all the work and labor, in a satisfactory and workmanlike manner, required to complete this Contract within the time specified, in strict and entire conformity with the Plans, Specifications, and other Contract Documents, which are hereby incorporated into this Contract by reference, for: ITB No. and Title: The Contractor agrees to make payment of all proper charges for labor and materials required in the aforementioned work, and to defend, indemnify and save harmless City, and their respective officers and employees, from liabilities, damages, losses and costs including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of this Contract. The requirements of the Contract Documents, as such term is defined in the Invitation to Bid, are hereby incorporated by reference as if fully set forth herein. This Contract is part of, and incorporated in, the Contract Documents as defined herein. Accordingly, all of the documents incorporated by the Contract Documents shall govern this Project. In consideration of these premises, the City hereby agrees to pay to the Contractor for the said work, when fully completed, the total maximum sum of[ Base Bid below + allowance account itemsl dollars ($ ) (the "Contract Price"), consisting of the following accepted items or schedules of work as taken from the Contractor's Bid Submittal: Total Base Bid $ Total Allowance Account Items $ Total Owner's Contingency $ DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Contract Time Days for Substantial Completion: days Days for Final Completion: days The Contract Price is subject to such additions and deductions as may be provided for in the Contract Documents. Partial and Final Payments will be made as provided for in the Contract Documents. Whenever either party desires to give notice to the other, such notice must be in writing, sent by certified United States Mail, postage prepaid, return receipt requested, or by hand- delivery with a request for a written receipt of acknowledgment of delivery, addressed to the party for whom it is intended at the place last specified. The place for giving notice shall remain the same as set forth herein, unless such notice information is revised in a Contract amendment duly executed by the City and the Contractor. For the present, the parties designate the following: For City: Public Works Department 1700 Convention Center Drive, Miami Beach, FL 33139 Attn: Lys Desir/Joe Gomez With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: Attn: DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 IN WITNESS WHEREOF, the above parties have caused this Contract to be executed by their appropriate officials as of the date first above written. ATTEST: CITY OF MIAMI BEACH, FLORIDA By: Rafael E. Granado, City Clerk Jimmy L. Morales, City Manager [seal] ATTEST: [INSERT CONTRACTOR NAME] By: Name: Name: [seal] DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 APPENDIX E MIAMIBF " List of Plans & Specifications DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ill NDERWATER SOLUTIONSINC Phone:877.821.6138 I office@underwatersolutionsinc.com Your National Water Infrastructure Specialists Report Date. 11/21/2021 Account Overview Account Name: City of Miami Beach Asset Name: Water Station#1-North Reservoir Type of Tank: Finished Water 27.3'H X 137'D Services: Clean(Sediment Removal)Ilnspection Tank Identification Plate I - t AffII \ Report Review&Approval :_ ~ - Report Approved By: A. t David Cornish,President Professional Engineer Approval: EXTERIOR PARAMETER OF TANK Is this structure located within a guarded facility? Yes EXTERIOR WALL/SHELL 'EXTERIOR WALL AESTHETICS NORTH WALL Aesthetics No Visible Deficiencies Condition of Protective Coating Blistering(Damage From Objects Striking The TanklDecline/ThinninglPeeling North Wall Exterior Aesthetics Photos :\. 1 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 p1 SOUTH WALL Aesthetics No Visible Deficiencies Condition of Protective Coating BlisteringlDecline/Thinning Additional Notes Blisters filled with liquid due to moisture penetration South Wall Exterior Aesthetics Photos I • EAST WALL Aesthetics No Visible Deficiencies Condition of Protective Coating BlisteringlDecline/ThinninglPeeling East Wall Exterior Aesthetics Photos 2 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 WEST WALL Aesthetics No Visible Deficiencies Condition of Protective Coating BlisteringlDecline/ThinninglPeeling Additional Notes Blisters filled with liquid due to moisture penetration West Wall Exterior Aesthetics Photos I 11 I I • ' It NN f •1 EXTERIOR WALL STRUCTURAL _ NORTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of voiding found? No Were any areas of spall evident? No 3 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos of cracks - ,td Overall photo of North quadrant SOUTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Any areas of voiding found? No Were any areas of spall evident? No Photos of cracks r5 .� L• { t+ S` , Overall photo of South quadrant aa` u a a f y s ly` 4 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EAST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Any areas of voiding found? No Were any areas of spall evident? No Photos of cracks Overall photo of East quadrant WEST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Any areas of voiding found? No Were any areas of spall evident? No Photos of cracks 5 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overar photo of West quadrant • • EXTERIOR COMPONENTS EXTERIOR MAN WAYS How many exterior manways does this structure have? 12 EXTERIOR MANWAY#1 _ _ Location#1 Southeast Location#2 Wall Shape Rectangle Width(in inches) 55 Length(in inches) 20 Height above the ground(in inches) 24 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? Yes Condition of coating Good Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Exterior Manway 1 Photos • EXTERIOR RUNWAY#2 Location#1 Northwest Location#2 Wall Shape Rectangle Width(in inches) 55 Length(in inches) 55 Height above the ground(in inches) 24 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? Yes Condition of coating Good Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good 6 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Manway 2 Photos I • EXTERIOR PIPING i'e Does this structure have any visible exterior pipes? No DEPTH LEVEL INDICATOR FIr Does this structure have an exterior depth level indicator? Yes Is it reading accurate depth? Yes EXTERIOR AERATOR Does this structure have a rooftop aerator? I No EXTERIOR LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an exterior ladder Yes Exterior Ladder Location#1 Northeast Exterior Ladder Location#2 Wall What material is this ladder? Aluminum What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 11 What is the ladder distance off wall?(In Inches) 8 How far is this ladder off the ground?(In Inches) 22 How many standoffs does this ladder have? 5 Do all welded connections seem sound? Yes Is this ladder coated? No EXTERIOR LADDER SECURITY AND FALL PREVENTION Does this ladder have a fall prevention device? Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? Yes What is the condition of the safety cage? Good Does this ladder have a ladder guard? Yes Is this ladder guard locked? Yes 1 Exterior Ladder Photos ii Ili • DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 r alai t a1g� tit r; I - iSiFA\ I EXTERIOR ROOF/SHELL !EXTERIOR ROOF AESTHETICS NORTH ROOF QUADRANT AESTHETICS Aesthetic Deficiencies No Visible Deficiencies Condition of Protective Coating Decline/Thinning North Roof Quadrant Aesthetic Photos SOUTH ROOF QUADRANT AESTHETICS Aesthetic Deficiencies No Visible Deficiencies Condition of Protective Coating Decline/Thinning South Roo(Quadrant Aesthetic Photos 4 sp ` 8 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EAST ROOF QUADRANT AESTHETICS Aesthetic Deficiencies No Visible Deficiencies Condition of Protective Coating Decline/Thinning East Roof Quadrant Aesthetics Photos tom"" _ WEST ROOF QUADRANT AESTHETICS -~ f - M,• -.a.-•.,.x .,_�=s�Aesthetic Deficiencies No Visible Deficiencies Condition of Protective Coating Decline/Thinning West Roof Quadrant Aesthetics Photos • DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR ROOF STRUCTURAL NORTH ROOF STRUCTURAL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes Overall Photo of North Roof Quadrant OUP Photos of Cracks 10 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 STRUCTURAL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes Overall Photo of South Quadrant �y rt Photos of Cracks • t3'f '. tr ft.4;.' AS� Y .` €tf '. ry 1 4s� ti 0 67" EAST ROOF STRUCTURAL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes 11 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall Photo of East Quadrant - (-— - dll Photos of Creeks #1 yr Jd Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes Overall Photo of West Quadrant at TY . 12 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photo of cracks#1 • • `P EXTERIOR COMPONENTS EXTERIOR OVERFLOW • How many overflows does this structure have? 14 OVERFLOW#1 Location#1 Northeast Location#2 Roof Is this overflow free of obstructions? Yes Overflow#1 Is there a screen present? Yes Overflow#1 What size mesh is this screen? 24 Overflow#1 Is this screen secure? Yes Overfow#1 Does this screen have any deficiencies? No Overflow#1 Is this overflow protected from wind driven rain? No Overflow#1 Does this overflow terminate from the roof? Yes Overflow#1 Photo OVERFLOW*2 Location#1 Southeast Location#2 Roof Is this overflow free of obstructions? Yes Overflow#2 Is there a screen present? Yes Overflow#2 What size mesh is this screen? 24 Overflow#2 Is this screen secure? Yes Overflow#21s this overflow protected from wind driven rain? No Overflow#2 Does this overflow terminate from the roof? Yes 13 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overflow#2 Photo • rk r OVERFLOW#3 Location#1 Southwest Location#2 Roof Is this overflow free of obstructions? Yes Overflow#31s there a screen present? Yes Overflow#3 What size mesh is this screen? 24 Overflow#3 Is this screen secure? Yes Overflow#3 Is this overflow protected from wind driven rain? No Overflow#3 Does this overflow terminate from the roof? Yes Overflow#3 Photo • tr t • is✓. OVERFLOW#4 Location#1 Northwest Location#2 Roof Is this overflow free of obstructions? Yes Overflow#4 Is there a screen present? Yes Overflow#4 What size mesh is this screen? 24 Overflow#4 Is this screen secure? Yes Overflow#4 Is this overflow protected from wind driven rain? No Overflow#4 Does this overflow terminate from the roof? Yes Overflow#4 Photo A-. • 14 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR AERATOR Does this structure have a rooftop aerator? I No EXTERIOR VENT How many vents does this structure have? 11 VENT#1 Location#1 Center Location#2 Roof Is this vent coated? Yes What is the condition of the coating? Decline/Thinning Is this vent downturned? Yes Is this vent at least 24'or 3 pipe diameters above the roof? Yes Does this vent have a screen? Yes What size mesh screen does it have? 24 Is this screen secure? Yes Does this screen have any deficiencies? No Does this screen have any deficiencies? No Vent 1 Photos HATCH EXTERIOR HATCH How many hatches does this structure have? 11 HATCH#1 Location#1 Northeast Location#2 Roof Shape Rectangle Length(in inches) 44 Width(in inches) 36 Is this hatch raised at least 4"above the roof? Yes Does this hatch have an overlapping water tight lid? Yes Does this lid have a gasket? Yes What is the condition of this gasket? Good Was this hatch opened during inspection? Yes Did this hatch function properly? Yes Is this hatch secured with a lock? Yes Is this hatch coated? Yes Condition of coating on exterior Good Condition of coating on interior Good 15 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Hatch Photos / , . , I SAFETY RAILINGS EXTERIOR SAFETY RAILINGS Does this structure have safety railings? ]Yes What is the material of the safety railings? Aluminum Is this safety railing coated? No Is this safety railing at least 42•to 43•in height? Yes What is the diameter of the tubing?(In Inches) 2 Does it span the circumference of the structure? No What is the approximate length of this railing?(In Inches) 12' Where is this safety railing located? Around the hatch Is this safety railing secure? Yes Safety Railing-Explain deficiencies Good What is the overall condition of this safety railing? Good Safety Railing Photos 411124 INTERIOR INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS NORTH WALL Is there Biofilm/Staining in this quadrant, Yes Severity of biofilm Mild Is this quadrant coated? No 16 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 North Wall Aesthetics Photos 1, INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS SOUTH WALL Is there Biofilm/Staining In this quadrant' Yes Severity of biofilm Mild Is this quadrant coated? No South Wall Aesthetics Photos rw Yt A 17 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS EAST WALL Is there Biofilm/Staining in this quadrant, Yes Severity of biofilm Mild Is this quadrant coated? No East Wail Assduties Photos 'INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS WEST WALL Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm Mild Is this quadrant coated? No West Wall Aesthetics Photos • • • • Qr1,6 rr • • et t vh 18 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL NORTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence. Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No Photos of cracks Overall Photo of Inerior North Wall Quadrant • • INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL SOUTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence. Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No Photos of cracks r,v ' • 19 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall Photo of Interior South Wall Quadrant INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL EAST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of snail evident? No Photos of cracks Overall Photos of Interior East Wall Quadrant INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL WEST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No 20 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos of cracks r'` 1 � Overall Photos of Interior West Wall Quadrants ti 'INTERIOR FLOOR NORTH QUADRANT AESTHETICS _INTERIOR AESTHETICS NORTH FLOOR Is there Biotilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No North Floor Aesthetics Photos ,r 21 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR SOUTH QUADRANT AESTHETICS INTERIOR AESTHETICS SOUTH FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No South Floor Aethetics Photos • • • INTERIOR FLOOR EAST QUADRANT AESTHETICS INTERIOR AESTHETICS EAST FLOOR Is there Biofilm/Staining in this quadrant, Yes Severity of biofilm/staining? Mild Is this quadrant coated? No East Floor Aesthetic Photos J� .14 r 4a • 22 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR WEST QUADRANT AESTHETICS INTERIOR AESTHETICS WEST FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No West Floor Aesthetic Photos INTERIOR FLOOR NORTH QUADRANT STRUCTURAL INTERIOR STRUCTURAL NORTH FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR FLOOR SOUTH QUADRANT STRUCTURAL INTERIOR STRUCTURAL SOUTH FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR FLOOR EAST QUADRANT STRUCTURAL INTERIOR STRUCTURAL EAST FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR FLOOR WEST QUADRANT STRUCTURAL INTERIOR STRUCTURAL WEST FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR BAFFLING WALL 'Does this structure have an interior baffle wall? I No 23 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 CLEANING How much sediment was found on the bottom of this structure'(In Inches) .0625 Sediment appears to be Limestone/sand Was all sediment removed? Yes Before Sediment Removal After Sediment Removal Discharge Photo 11.11r11111110 INTERIOR COMPONENTS INTERIOR MANWAY How many interior manways does this structure have? 12 24 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR MANWAY 11 Location#1 Southeast Location#2 Wall Shape Rectangle Width(in inches) 55 Length(in inches) 20 Height above floor(in inches) 29 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? No Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Is there an access ladder for this manway? No Interior Manway Photos INTERIOR MANY/AY NIZ Location#1 Northwest Location#2 Roof Shape Rectangle Width(in inches) 20 Length(in inches) .55 Height above floor(in inches) 29 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? No Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Is there an access ladder for this manway? No Interior Manway#2 Photos INTERIOR PIPING How many pipes does this structure have? 12 25 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PIPE B1 Where does this pipe penetrate the structure' Floor Does this pipe penetrate from a sump? No Does this pipe terminate within a sump? No What is the diameter of this pipe?(in inches) 30 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Anti-Vortex Plate Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pipe•1 Photos PIPE*2 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump? Yes What is the shape of the sump it is penetrating? Circular What is the diameter of the sump that it is penetrating?(in inches) 36 What is the depth of the sump it is penetrating?(In inches) 6 Does this pipe terminate within a sump? Yes What is the shape of the sump it is terminating within? Circular What is the depth of the sump it is terminating within?(in inches) 6 What is the diameter of the sump it is terminating within? (in inches) 36 What is the diameter of this pipe?(in inches) 8 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Nothing Was there flow at the time of inspection? No Is this pipe coated? No Is this pipe supported? No Pipe i2 Photos • • sr INTERIOR DEPTH GUAGE COMPONENT Does this structure have an interior depth gauge component? Yes Condition Working 26 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photo of working gauge INTERIOR CATHODIC PROTECTION Does this structure have cathodic protection? I No INTERIOR OVERFLOW Does this structure have an interior overflow? Yes How many overflows does this structure have? 4 OVERFLOW s1 Location#1 Northeast Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#1 Photo OVERFLOW#2 Location#1 Southeast Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#2 Photo 41111111161 27 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERFLOW#3 Location#1 Southwest Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#3 Photo =air OVERFLOW#4 Location#1 Northwest Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#4 Photo .1111 INTERIOR LADDER A.LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an interior ladder Yes Interior Ladder Location#1 Northeast Interior Ladder Location#2 Wall What material is this ladder? Fiberglass What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 11 What is the ladder distance off wall?(In Inches) 41 How far is this ladder off the floor?(In Inches) 0 How many standoffs does this ladder have? 6 Do all welded connections seem sound? Yes Is this ladder coated? Yes Condition of coating? Decline/Thinning 28 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 B.Ladder Security and Fall Prevention Does this ladder have a fall prevention device? Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? No Interior Ladder Photos •• • • • • INTERIOR OVERHEAD INTERIOR OVERHEAD AESTHETICS - NORTH OVERHEAD AESTHETICS QUADRANT Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? Yes Interior Hatch Aesthetics Good North Overhead Aesthetics Photos Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? No 29 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 South Overhead Aesthetics Photos • - 4 OVERHEAD AESTHETICS QUADRANT Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? No East Overhead Aesthetics-Photos Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? No 30 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 West Overhead Aesthetics Photos • • OVERHEAD STRUCTURAL NORTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks, No Were any areas of spall evident, No SOUTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? No Were any areas of spell evident? No EAST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? No Were any areas of spall evident? No WEST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks, No Were any areas of spall evident? No WATER QUALITY WATER QUALITY Is there suspended particulate and/or color throughout the water column? Yes Water temperature at surface at time of inspection in fahrenheit. 78 0 Water temperature at bottom at time of inspection in fahrenheit. 78 Surface residual mg/L(total chlorine) .2 Is there a sample tap located at ground level? Yes Bottom residual mg/L(total chlorine) .2 Water Quality-Additional Notes No additional notes INTERIOR MIXER INTERIOR MIXER Does this structure have a mixer installed? No 31 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SITE SECURITY UPON COMPLETION CLOSING FORM Was there a lock on the hatch upon your arrival? Yes Was hatch locked at the completion of services? Yes Did this structure have a locked access gate? Yes Was gate locked after completion of services? Yes Did you dive for the services completed today? Yes Photo of locked hatch after completion of services Photo of locked gate after completion of services 7.1 „, • • • -114 RN H .3 This report prepared by Underwater Solutions Inc.is based upon spot examination from readily accessible areas of the structure using visual and available non-destructive testing.Should latent defects or conditions which vary significantly from those described in this report be discovered at a later date,these conditions should be brought to the attention of Underwater Solutions Inc.or the structure manufacturer at that time.These comments should be viewed as information to be used by the Owner in determining the proper course of action and not to replace a complete set of specifications.All repairs should be done in accordance with A.W.W.A.and/or other applicable standards. Underwater Solutions Inc.'s recommendations,remedial action and infrastructure asset management plan is being processed and will be uploaded into your platform within 45 days for your review.Should special curcumstances require expedited remedial action plans please contact the office directly. 32 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 416 NDERWATER SOLUTIONSINC Phone:877.821.6138 I office@underwatersolutionsinc.com Your National Water Infrastructure Specialists Report Date: 11/20/2021 Account Overview Account Name: City of Miami Beach Asset Name: Water Station#1-South Reservoir Type of Tank: Finished Water 27.3'H X 137'D Services: Clean(Sediment Removal)Ilnspection z Tank Identification Plate: - -_ .a... I(yam Report Review&Approval :1111111 Report Approved By: David Cornish,President • Professional Engineer Approval: EXTERIOR PARAMETER OF TANK Is this structure located within a guarded facility? Yes EXTERIOR WALL/SHELL rEiTERIOR WALL AESTHETICS 1 NORTH WALL Aesthetics No Visible Deficiencies _ Condition of Protective Coating BlisteringlDamage From Objects Striking The TanklDecline/Thinning Additional Notes Blisters filled with water due to moisture penetration. North Wall Exterior Aesthetics Photos II 1 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SOUTH WALL Aesthetics No Visible Deficiencies Condition of Protective Coating BlisteringlDecline/ThinninglPeeling Additional Notes Blisters were filled with water due to moisture penetration South Wall Exterior Aesthetics Photos 1111111 EAST WALL Aesthetics No Visible Deficiencies Condition of Protective Coating BlisteringlDecline/Thinning East Wall Exterior Aesthetics Photos • 2 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 • X �+ 5T ig WEST WALL Aesthetics No Visible Deficiencies Condition of Protective Coating BlisteringlDecline/Thinning West Wall Exterior Aesthetics Photos t t � • by r�i.'x Cs„r, v� , , .j. 44, 5V� r P Ea F Fr } . EXTERIOR WALL STRUCTURAL NORTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of voiding found? No Were any areas of spall evident? No 3 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos of cracks Overall photo of North quadrant SOUTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Any areas of voiding found? No Were any areas of spell evident? No Photos of cracks Overall photo of South quadrant • • • 4 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EAST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? _Yes Percent(%)of cracks having efflorescence _Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? _No Any areas of voiding found? No Were any areas of spall evident? No Photos of cracks L 1, Eke ta� „� Overall photo of East quadrant 7{r^ WEST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Any areas of voiding found? No Were any areas of spall evident? No Photos of cracks 5 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall photo of West quadrant EXTERIOR COMPONENTS EXTERIOR MANWAYS How many exterior manways does this structure have? 12 EXTERIOR MANWAY i1 Location#1 East Location#2 Wall Shape Rectangle Width(in inches) 55 Length(in inches) 20 Height above the ground(in inches) 24 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? Yes Condition of coating Good Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Exterior Manway 1 Photos 'R • , • . • . .may EXTERIOR MANWAY#2 Location#1 West Location#2 Wall Shape Rectangle Width(in inches) 20 _ ---_ Length(in inches) 55 Height above the ground(In inches) 24 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? Yes Condition of coating Good Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good 6 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Manway 2 Photos • rl • EXTERIOR PIPING Does this structure have any visible exterior pipes? I No DEPTH LEVEL INDICATOR Does this structure have an exterior depth level indicator? Yes Is it reading accurate depth? Yes EXTERIOR AERATOR Does this structure have a rooftop aerator? INo EXTERIOR LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an exterior ladder Yes Exterior Ladder Location#1 Northeast Exterior Ladder Location#2 Wall What material is this ladder? Aluminum What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 11 What is the ladder distance off wall?(In Inches) 9 How far is this ladder off the ground?(In Inches) 23 How many standoffs does this ladder have? 5 Do all welded connections seem sound? Yes Is this ladder coated? No Left side of the ladder and ladder guard appears to have been struck by an Additional Notes object leaving dents in the aluminum. EXTERIOR LADDER SECURITY AND FALL PREVENTION Does this ladder have a fall prevention device", Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? Yes What is the condition of the safety cage? Good Does this ladder have a ladder guard? Yes Is this ladder guard locked? No Exterior Ladder Photos tl Jl4 i MAW. 40wimiamm .._..._, 7 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 r } } EXTERIOR ROOF/SHELL D. .,, NORTH ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Soiling Condition of Protective Coating Decline/Thinning North Roof Quadrant Aesthetic Photos SOUTH ROOF QUADRANT AESTHETICS .. Aesthetic Deficiencies Soiling Condition of Protective Coating Decline/Thinning South Roof Quadrant Aesthetic Photos 8 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ROOF QUADRANT AESTHETICS Aesthetic Deficiencies No Visible Deficiencies Condition of Protective Coating Decline/Thinning East Roof Quadrant Aaathstla Photos WEST ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Soiling Condition of Protective Coating Decline/Thinning West Roof Quadrant Aesthetics Photos 9 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 aml EXTERIOR ROOF STRUCTURAL ,1r NORTH ROOF STRUCTURAL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes Overall Photo of North Roof Quadrant Photos of Cracks 10 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SOUTH ROOF STRUCTURAL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spell evident? No Are all penetrations sealed? Yes Overall Photo of South Quadrant • Photos of Cracks EAST ROOF STRUCTURAL Are there ally signs of cracks, Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spell evident? No Are all penetrations sealed? Yes 1 1 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall Photo of East Quadrant Photos of Cracks Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes Overall Photo of West Quadrant wing. 12 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Plato of cracks#1 111 EXTERIOR COMPONENTS EXTERIOR OVERFLOW How many overflows does this structure have? 14 OVERFLOW*1 Location#1 Southeast Location#2 Roof Is this overflow free of obstructions? Yes Overflow#1 Is there a screen present? Yes Overflow#1 What size mesh is this screen? 24 Overflow#1 Is this screen secure? Yes Overfow#1 Does this screen have any deficiencies? No Overflow#1 Is this overflow protected from wind driven rain? No Overflow#1 Does this overflow terminate from the roof? Yes Overflow#1 Photo L fi OVERFLOW#2 Location#1 Southwest Location#2 Roof Is this overflow free of obstructions? Yes Overflow#2 Is there a screen present? Yes Overflow#2 What size mesh is this screen? 24 Overflow#2 Is this screen secure? Yes Overflow#2 Is this overflow protected from wind driven rain? No Overflow#2 Does this overflow terminate from the roof? Yes 13 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overflow#2 Photo ,Y:;I OVERFLOW#3 Location#1 Northwest Location 4t2 Roof Is this overflow free of obstructions? Yes Overflow#3 Is there a screen present? Yes Overflow#3 What size mesh is this screen? 24 Overflow#3 Is this screen secure? Yes Overflow#31s this overflow protected from wind driven rain? No Overflow#3 Does this overflow terminate from the roof? Yes Overflow#3 Photo - , $ rp .. ). r., r µrsii rlr. • o OVERFLOW*4 Location#1 Northeast Location#2 Roof Is this overflow free of obstructions? Yes Overflow#4 Is there a screen present? Yes Overflow#4 What size mesh is this screen? 24 Overflow#4 Is this screen secure? Yes Overflow#4 Is this overflow protected from wind driven rain? No Overflow#4 Does this overflow terminate from the roof? Yes Overflow#4 Photo kvn bf• "e, P 14 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR AERATOR Does this structure have a rooftop aerator? INo EXTERIOR VENT How many vents does this structure have? 11 VENT#1 Location#1 Center Location#2 Roof Is this vent coated? No Is this vent downturned? Yes Is this vent at least 24'or 3 pipe diameters above the roof? Yes Does this vent have a screen? Yes What size mesh screen does it have? 24 Is this screen secure? Yes Does this screen have any deficiencies? No Does this screen have any deficiencies? No Vent 1 Photos p. • HATCH EXTERIOR HATCH How many hatches does this structure have? I 1 HATCH#1 Location#1 Northeast Location#2 Roof Shape Rectangle Length(in inches) 44 Width(in inches) 36 Is this hatch raised at least 4'above the roof? Yes Does this hatch have an overlapping water tight lid? Yes Does this lid have a gasket? Yes What is the condition of this gasket? Good Was this hatch opened during inspection? Yes Did this hatch function properly? Yes Is this hatch secured with a lock? Yes Is this hatch coated? No 15 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Hatch Photos iIf , \ , / _,. . ,• ,, / ' SAFETY RAILINGS EXTERIOR SAFETY RAILINGS Does this structure have safety railings? !Yes _. What is the material of the safety railings? Aluminum Is this safety railing coated? Nu Is this safety railing at least 42'to 43'in height? Yes _ What is the diameter of the tubing?(In Inches) 2 Does it span the circumference of the structure? No What is the approximate length of this railing?(In Inches) 12' Where is this safety railing located? Around the hatch Is this safety railing secure? Yes Safety Railing-Explain deficiencies Good What is the overall condition of this safety railing? Good Safety Railing Photos 2 J .aa.c— s.. em ie R. - s .i6 _• INTERIOR INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS NORTH WALL Is there Riofilm/Staining in this quadrant? Yes Severity of biofilm Moderate Is this quadrant coated? No 16 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 North Wall Aesthetics Photos 7` INTERIOR WALLS AESTHETICS J INTERIOR AESTHETICS SOUTH WALL Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm Moderate Is this quadrant coated? No South Wall Aesthetics Photos 17 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS EAST WALL Is there Biofilm/Staining in this quadrant, Yes Severity of biofilm Moderate Is this quadrant coated? No East Wall Aesthetics Photos • • i��• . <s S f J fs t INTERIOR WALLS AESTHETICS 1 INTERIOR AESTHETICS WEST WALL Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm Moderate Is this quadrant coated? No West Wal Aesthetics Photos ! F • 18 DocuSign Envelope ID:78BEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL NORTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? Yes How many areas of spall were evident in this quadrant? 1 Photos of cracks • • Overall Photo of venue North Wall Quadrant Photo of Spall#1 -- Spell it Wei Length of spall#1(in inches) 1 Width of spall#1(in inches) 75 Depth of spall#1(in inches) 25 Spall#1 Was underlined structural steel exposed? No 'INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL SOUTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Greater than 20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? Yes How many areas of spell were evident in this quadrant? 2 19 DocuSign Envelope ID'7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos of cracks St • Overall Photo of Interior South Wall Quadrant • • • • • f - Photo of Spa ll#1 SpaII#1 Wall Length of spall#1(in inches) 1 Width of spall#1(in inches) .5 Depth of spall#1(in inches) .5 e' SpaII#1 Was underlined structural steel exposed? No Photo of Spal#2 SpaII#2 Wa Length of spall#2(in inches) 75 , Width of spell#2(in inches) 5 Depth of spall#2(in inches) 25 Spell#2 Was underlined structural steel exposed? No INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL EAST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? Yes How many areas of spell were evident in this quadrant? 2 20 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos of cracks 0,,,,,„!,,, _ ...,, '1'10,-... , F: 4 ''tier Overall Photos of Interior East Wall Quadrant 111, Photo of spell nl _ Spoil It _ Wall Length of spell#1(in inches) 1.25 Width of spall#1(in inches) .5 id Depth of spall#1(in inches) 25 Spall#1 Was underlined structural steel exposed? No Photo of Spell#2 Spay 1T2 Wei Length of spall#2(in inches) 1 11111:' Width of spall#2(in inches) .5 Depth of spall#2(in inches) .25 Spall#2 Was underlined structural steel exposed? No INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL WEST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spell evident? Yes How many areas of spell were evident in this quadrant? 1 21 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos of weeks Overall Photos of Interior west Wall Quadrants Photo of Spall#1 Spell#1 Wall Length of spall#1(in inches) .5 Width of spall#1(in inches) .5 Depth of spall#1(in inches) .25 Spall#1 Was underlined structural steel exposed? No INTERIOR FLOOR NORTH QUADRANT AESTHETICS INTERIOR AESTHETICS NORTH FLOOR Is there Biofilm/Staining in this quadrant, Yes Severity of biofilm/staining? Mild Is this quadrant coated? No North Floor Aesthetics Photos 22 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR SOUTH QUADRANT AESTHETICS INTERIOR AESTHETICS SOUTH FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No South Floor Aethetics Photos INTERIOR FLOOR EAST QUADRANT AESTHETICS 1 INTERIOR AESTHETICS EAST FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No East Floor Aesthetic Photos • 23 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR WEST QUADRANT AESTHETICS INTERIOR AESTHETICS WEST FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No WM Floor Aesthetic Photos • • INTERIOR FLOOR NORTH QUADRANT STRUCTURAL INTERIOR STRUCTURAL NORTH FLOOR Are there any signs of cracks? No Were any areas of spell evident? No riuTERIOR FLOOR SOUTH QUADRANT STRUCTURAL INTERIOR STRUCTURAL SOUTH FLOOR Are there any signs of cracks? No Were any areas of snail evident? No INTERIOR FLOOR EAST QUADRANT STRUCTURAL INTERIOR STRUCTURAL EAST FLOOR Are there any signs of cracks? No Were any areas of spoil evident? No 24 DocuSign Envelope ID:78BEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR WEST QUADRANT STRUCTURAL INTERIOR STRUCTURAL WEST FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR BAFFLING WALL Does this structure have an interior baffle wall? INo CLEANING How much sediment was found on the bottom of this structure?(In Inches) .0625 Sediment appears to be: Limestone/sand Was all sediment removed? Yes Before Sediment Removal i., After Sediment Removal Discharge Photo eV j ) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR COMPONENTS INTERIOR MANWAY How many interior manways does this structure have? 12 INFERIOR MANWAY itl Location#1 East Location#2 Wall Shape Rectangle Width(in inches) 56 Length(in inches) 20 Height above floor(in inches) 29 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? No Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Is there an access ladder for this manway? No Interior Manway Photos Pr sr . ,s! INTERIOR MANWAY ti2 Location#1 West Location#2 _Wall Shape Rectangle Width(in inches) 20 Length(in inches) 56 Height above floor(in inches) 29 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? No Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Is there an access ladder for this manway? No Interior Manway#2 Photos 26 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR PIPING How many pipes does this structure have? 12 PIPE*1 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump' No Does this pipe terminate within a sump? No What is the diameter of this pipe?(in inches) 24 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? _Anti-Vortex Plate Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pipe Si Photos PIPE#2 Where does this pipe penetrate the structure' Floor Does this pipe penetrate from a sump? Yes What is the shape of the sump it is penetrating? Circular What is the diameter of the sump that it is penetrating?(in inches) 17 What is the depth of the sump it is penetrating?(in inches) 4 Does this pipe terminate within a sump? Yes What is the shape of the sump it is terminating within? Circular What is the depth of the sump it is terminating within?(in inches) 4 What is the diameter of the sump it is terminating within? (in inches) 17 What is the diameter of this pipe?(in inches) 8 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Nothing Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pipe#2 Photos 27 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR DEPTH GUAGE COMPONENT Does this structure have an interior depth gauge component? Yes Condition Working Photo of working gauge iiiiii . INTERIOR CATHODIC PROTECTION Does this structure have cathodic protection? I No INTERIOR OVERFLOW Does this structure have an interior overflow? Yes How many overflows does this structure have? 4 OVERFLOW#1 Location#1 Northwest Location#2 Roof Is this overflow free of obstructions? _Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No • Overflow#1 Photo 111111 OVERFLOW#2 Location#1 Northeast Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? _Overhead Is this overflow coated? No Is this overflow supported? No 28 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overflow#2 Photo OVERFLOW#3 Location#1 Southeast Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#3 Photo OVERFLOW#4 Location#1 Southwest Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#4 Photo 29 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR LADDER A.LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an interior ladder Yes Interior Ladder Location#1 Northeast Interior Ladder Location#2 Wall What material is this ladder? Fiberglass What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 11 What is the ladder distance off wall?(In Inches) 35 How far is this ladder off the floor?(In Inches) 0 How many standoffs does this ladder have? 6 Do all welded connections seem sound? Yes Is this ladder coated? Yes Condition of coating? Decline/Thinning B.Ladder Security and Fall Prevention Does this ladder have a fall prevention device? Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? No Interior Ladder Photos • INTERIOR OVERHEAD INTERIOR OVERHEAD AESTHETICS NORTH OVERHEAD AESTHETICS QUADRANT Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? Yes Interior Hatch Aesthetics Good 30 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 North Overhead Aesthetics Photos Aesthetic Deficiencies Mildew Is this quadrant coated? No Is the hatch visible in this quadrant? No South Overhead Aesthetics Photos Aesthetic Deficiencies Mildew Is this quadrant coated? No Is the hatch visible in this quadrant? No 31 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 East Overhead Aesthetics-Photos WEST OVERHEAD AES .. ,..... ,.Q . Aesthetic Deficiencies Mildew Is this quadrant coated? No Is the hatch visible in this quadrant? No West Overhead Aesthetics Photos 32 DocuSign Envelope ID'7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 [OVERHEAD STRUCTURAL NORTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks, Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks appear to have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks appear to have depth? No Do any of these cracks appear to have width? No Do these cracks appear to be sealed? No Were any areas of spell evident? No North Overhead Structural-Photos of cracks 'SOUTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks, No Were any areas of spall evident, No EAST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks appear to have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks appear to have depth? No Do any of these cracks appear to have width? No Do these cracks appear to be sealed? No Were any areas of spall evident? No East Overhead Structural-Photos of cracks WEST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks appear to have efflorescence? No Do any of these cracks appear to have depth? No Do any of these cracks appear to have width? No Do these cracks appear to be sealed? No Were any areas of spall evident? No 33 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 West Overhead Structural-Photos of cracks t If WATER QUALITY WATER QUALITY Is there suspended particulate and/or color throughout the water column? Yes Water temperature at surface at time of inspection in fahrenheit. 78 0 Water temperature at bottom at time of inspection in fahrenheit. 78 Surface residual mg/L(total chlorine) .2 Is there a sample tap located at ground level? Yes Bottom residual mg/L(total chlorine) .2 Water Quality-Additional Notes No additional notes INTERIOR MIXER INTERIOR MIXER Does this structure have a mixer installed? I No SITE SECURITY UPON COMPLETION CLOSING FORM _ Was there a lock on the hatch upon your arrival? Yes Was hatch locked at the completion of services? Yes Did this structure have a locked access gate? Yes Was gate locked after completion of services? Yes Did you dive for the services completed today? Yes Photo of locked hatch after completion of services Photo of locked gate after completion of services lir • if . i'^ � Igik This report prepared by Underwater Solutions Inc.is based upon spot examination from readily accessible areas of the structure using visual and available non-destructive testing.Should latent defects or conditions which vary significantly from those described in this report be discovered at a later date,these conditions should be brought to the attention of Underwater Solutions Inc.or the structure manufacturer at that time.These comments should be viewed as information to be used by the Owner in determining the proper course of action and not to replace a complete set of specifications.All repairs should be done in accordance with A.W.W.A.and/or other applicable standards. Underwater Solutions Inc.'s recommendations,remedial action and infrastructure asset management plan is being processed and will be uploaded into your platform within 45 days for your review.Should special curcumstances require expedited remedial action plans please contact the office directly. 34 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 NDERWATER SOLUTIONSINC Phone:877.821.6138 I office@underwatersolutionsinc.com Your National Water Infrastructure Specialists Report Date:11/19/2021 Account Overview Account Name: City of Miami Beach Asset Name: Water Station#2-North Reservoir Type of Tank: Finished Water 24'H X 170'D Services: Clean(Sediment Removal)IInspection Tank Identification Plate: �.. . y Report Review&Approval «?. ! II! r Report Approved By: David Cornish,President Professional Engineer Approval: EXTERIOR PARAMETER OF TANK Is this structure located within a guarded facility? No GAURDED FACILITY DETAILS Does this structure have a fence that spans its circumference? Yes What is the height of the fence?(In Inches) 117 Does this fence have barbed wire? No What is the overall condition of the fence? Fair Are they any deficiencies throughout the fence? Yes Explain deficiencies Over grown with plants Are there any signs of forced entry/vandalism? Yes Please describe Fence has been lifted up from the ground Is access gate functional and secured with a lock? Yes Security Photos V.,t ti •ttr EXTERIOR WALL/SHELL EXTERIOR WALL AESTHETICS NORTH WALL Aesthetics No Visible Deficiencies Condition of Protective Coating Decline/Thinning DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 North Wall Exterior Aesthetics Photos 1 I/ ., y;r , eye it SOUTH WALL Aesthetics No Visible Deficiencies Condition of Protective Coating Decline/Thinning South Wall Exterior Aesthetics Photos 100 EAST WALL Aesthetics No Visible Deficiencies Condition of Protective Coating Decline/Thinning 2 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 East Wall Exterior Aesthetics Photos • WEST WALL Aesthetics No Visible Deficiencies Condition of Protective Coating Decline/Thinning West Wall Exterior Aesthetics Photos EXTERIOR WALL STRUCTURAL NORTH WALL Are there any signs of cracks? No Were any areas of voiding found? No Were any areas of spall evident? No 3 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall photo of North quadrant ,� • /gyp I . ttd $k SOUTH WALL Are there any signs of cracks? No Any areas of voiding found? No Were any areas of spat evident? No Overall photo of South quadrant • / . EAST WALL Are there any signs of cracks? No Any areas of voiding found? No Were any areas of spall evident? No Overall photo of East quadrant WEST WALL Are there any signs of cracks? No Any areas of voiding found? No Were any areas of spall evident? No 4 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall photo of West quadrant EXTERIOR COMPONENTS EXTERIOR MAN WAYS How many exterior manways does this structure have? 11 EXTERIOR MAN WAY#1 Location#1 South Location#2 Wall Shape Rectangle Width(in inches) 20 Length(in inches) 55 Height above the ground(in inches) 24 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? Yes Condition of coating Good Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Exterior Manway 1 Photos P xc • • r \ * • r •� AO EXTERIOR PIPING Does this structure have any visible exterior pipes? I No DEPTH LEVEL INDICATOR Does this structure have an exterior depth level indicator? Yes Is it reading accurate depth? Yes EXTERIOR AERATOR Does this structure have a rooftop aerator? I No 5 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an exterior ladder Yes Exterior Ladder Location#1 Northeast Exterior Ladder Location#2 Wall What material is this ladder? Aluminum What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 11 What is the ladder distance off wall?(In Inches) 9 How far is this ladder off the ground?(In Inches) 14 How many standoffs does this ladder have? 4 Do all welded connections seem sound? Yes Is this ladder coated? No Additional Notes Fall prevention rail did not have fall prevention safety device EXTERIOR LADDER SECURITY AND FALL PREVENTION Does this ladder have a fall prevention device, Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? No Does this ladder have a ladder guard? Yes Is this ladder guard locked? Yes Exterior Ladder Photos 4 LP" - EXTERIOR ROOF/SHELL EXTERIOR ROOF AESTHETICS NORTH ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning 6 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 North Roof Quadrant Aesthetic Photos i SOUTH ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning South Roof Quadrant Aesthetic Photos 1111 EAST ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning 7 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 East Roof Quadrant Aesthetics Photos WEST ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning West Rod Qraiant Aoathatiles Nabs EXTERIOR ROOF STRUCTURAL -- ._. ........... • ...__ ... ._._..,y� NORTH ROOF STRUCTURAL ,. ,.. .. Are there any signs of cracks, Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? No Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes 8 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall Photo of North Roof Quadrat Photos of Cracks Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spell evident? No Are all penetrations sealed? Yes Overall Photo of South Quadrant 9 DocuSign Envelope ID:7BBEB6O3-9E46-407E-9FEC-731AEE5AA5B9 Photos of Cracks Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? Yes Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spell evident? No Are all penetrations sealed? Yes Overall Photo of East Quadrant Photos of Cracks 10 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 • • • • • Are there any signs of cracks? No Using a sounding hammer throughout this quadrant were any areas of voiding found?_ No Were any areas of spoil evident? No Are all penetrations sealed? Yes Overall Photo of West Quadrant EXTERIOR COMPONENTS EXTERIOR OVERFLOW How many overflows does this structure have? 14 OVERFLOW•1 Location#1 North Location#2 Roof Is this overflow free of obstructions? Yes Overflow#1 Is there a screen present? Yes Overflow#1 What size mesh is this screen? 24 Overflow#1 Is this screen secure? _Yes Overfow#1 Does this screen have any deficiencies? _Yes Overflow#1 If deficiencies can be corroded please do so and explain,if not please explain why Two holes were found in this screen leaving space for unwanted entry Overflow#1 Is this overflow protected from wind driven rain? No Overflow#1 Does this overflow terminate from the roof? Yes Overflow#1 Photo P 11 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERFLOW#2 Location#1 East Location#2 Roof Is this overflow free of obstructions? Yes Overflow#2 Is there a screen present? Yes Overflow#2 What size mesh is this screen? 24 Overflow#2 Is this screen secure? Yes Overflow#2 Is this overflow protected from wind driven rain? No Overflow#2 Does this overflow terminate from the roof? Yes Overflow#2 Photo OVERFLOW#3 Location#1 South Location#2 Roof Is this overflow free of obstructions? Yes Overflow#3 Is there a screen present? Yes Overflow#3 What size mesh is this screen? 24 Overflow#3 Is this screen secure? Yes Overflow#3 Is this overflow protected from wind driven rain? No Overflow#3 Does this overflow terminate from the roof? Yes Overflow#3 Photo mi yak Location#1 West Location#2 Roof Is this overflow free of obstructions? Yes Overflow#4 Is there a screen present? Yes Overflow#4 What size mesh is this screen? 24 Overflow#41s this screen secure? Yes Overflow#4 If deficiencies can be corrected please do so and explain,if not please explain why Two holes were found In this screen leaving space for unwanted entry Overflow#4 Is this overflow protected from wind driven rain? No Overflow#4 Does this overflow terminate from the roof? Yes 12 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overflow#4 Photo \4 EXTERIOR AERATOR Does this structure have a rooftop aerator? I No EXTERIOR VENT How many vents does this structure have? 11 VENT#11 Location#1 Center Location#2 Roof Is this vent coated? Yes What is the condition of the coating? Decline/Thinning Is this vent downturned? Yes Is this vent at least 24'or 3 pipe diameters above the roof? Yes Does this vent have a screen? Yes What size mesh screen does it have? 24 Is this screen secure? Yes Does this screen have any deficiencies? Yes Describe deficiencies Interior vent screen has a tear in the center Vent 1 Photos • HATCH EXTERIOR HATCH How many hatches does this structure have? 11 13 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 HATCH#1 Location#1 Northwest Location#2 Roof Shape Square Length(in inches) 36 Width(in inches) 36 Is this hatch raised at least 4'above the roof? Yes Does this hatch have an overlapping water tight lid? Yes Does this lid have a gasket? Yes What is the condition of this gasket? Good Was this hatch opened during inspection? Yes Did this hatch function properly? Yes Is this hatch secured with a lock? Yes Is this hatch coated? Yes Condition of coating on exterior Decline/Thinning Hatch Photos • • i((Illli(I�� !U))1��}�r SAFETY RAILINGS EXTERIOR SAFETY RAILINGS Does this structure have safety railings? Ives What is the material of the safety railings? Aluminum Is this safety railing coated? No Is this safety railing at least 42"to 43"in height? Yes What is the diameter of the tubing?(In Inches) 1 Does it span the circumference of the structure? No What is the approximate length of this railing?(In Inches) 12'x 12' Where is this safety railing located? Around the hatch Is this safety railing secure? Yes Safety Railing-Explain deficiencies Good What is the overall condition of this safety railing? Good Safety Railing Photos 14 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS NORTH WALL Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm Mild Is this quadrant coated" No North Wall Aesthetics Photos • n^`K • INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS SOUTH WALL Is there Biofilm/Staining in this quadrant' Yes Severity of biofilm Mild Is this quadrant coated? No South Wall Aesthetics Photos • • • 15 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ,'',il; L. A',, . 1' k „, ,4., • „,,,,., ,. , ,.. INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS EAST WALL Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm Mild Is this quadrant coated? No East Wall Aesthetics Photos 611 '.@# q'v y iir' INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS WEST WALL Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm Mild Is this quadrant coated? No West Wall Aesthetics Photos -''1' r 3. . • Y.. .. •`4, r A"0'Y3 tl { - 'Y e h3 t • 16 DocuSign Envelope ID.7BBE8603-9E46-407E-9FEC-731AEE5AA5B9 • INTERIOR WALLS STRUCTURAL y3 INTERIOR STRUCTURAL NORTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? No Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No Photos of cracks Overall Photo of Merlin North Wall Quadrant INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL SOUTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? No Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No 17 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos of cracks • 1,4 • overall Photo of Interior South Wall Quadrant iw, INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL EAST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No Photos of cracks If Overall Photos of Interior East Wall quadrant 18 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL WEST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? No Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spell evident? No Photos of cracks Overall Photos of Interior West Wall Quadrants Nn_ INTERIOR FLOOR NORTH QUADRANT AESTHETICS INTERIOR AESTHETICS NORTH FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No North Floor Aesthetics Photos z»3 M 19 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR SOUTH QUADRANT AESTHETICS INTERIOR AESTHETICS SOUTH FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No South Floor Aethetics Photos t' INTERIOR FLOOR EAST QUADRANT AESTHETICS INTERIOR AESTHETICS EAST FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No East Flow Aesthetic Photos • • 20 1 DocuSign Envelope ID 7BBEB603-9E46-407E--9FE:C-731AEE5AA5B9 , . Laihros.„..,„ I INTERIOR FLOOR WEST QUADRANT AESTHETICS - INTERIOR AESTHETICS WEST FLOOR Is there Biofilm/Staining in this quadrant' Yes Severity of biofilm/staining? Mild Is this quadrant coated? No West Floor Aesthetic Photos r, 11. INTERIOR FLOOR NORTH QUADRANT STRUCTURAL INTERIOR STRUCTURAL NORTH FLOOR Are there any signs of cracks? No Were any areas of spat evident? No 'INTERIOR FLOOR SOUTH QUADRANT STRUCTURAL I INTERIOR STRUCTURAL SOUTH FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR FLOOR EAST QUADRANT STRUCTURAL INTERIOR STRUCTURAL EAST FLOOR Are there any signs of cracks> No Were any areas of spall evident? No 21 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR WEST QUADRANT STRUCTURAL INTERIOR STRUCTURAL WEST FLOOR Are there any signs of cracks, No Were any areas of spall evident? No INTERIOR BAFFLING WALL Does this structure have an interior baffle wall? I No CLEANING How much sediment was found on the bottom of this structure?(In Inches) .0625 Sediment appears to be: Limestone/sand Was all sediment removed? Yes Before Sediment Removal After Sediment Removal • Discharge Photo • s• . 22 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR COMPONENTS INTERIOR MANWAY How many interior manways does this structure have? 11 INTERIOR MANWAY 41 Location 41 South Location 82 Wall Shape Rectangle Width(in inches) 54 Length(in inches) 18 __ Height above floor(in inches) 29 Is this manway secure? Yes _,..-- Is there any sign of leakage? No Is this manway coated? No Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Is there an access ladder for this manway? No Interior Manway Photos w• INTERIOR PIPING How many pipes does this structure have? 14 PIPEl1 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump? No Does this pipe terminate within a sump? No What is the diameter of this pipe?(in inches) 4 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Nothing Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pipe N1 Photos Aleg 23 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PIPE*2 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump? No Does this pipe terminate within a sump? No What is the diameter of this pipe?(in inches) 20 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Nothing Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pipe N2 Photos PIPE*3 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump? Yes What is the shape of the sump it is penetrating? Square/Rectangle What is the depth of the sump it is penetrating?(in inches) 50 Does this pipe terminate within a sump? Yes What is the shape of the sump it is terminating within? Square/Rectangle What is the depth of the sump it is terminating within?(in inches) 50 What is the length of the sump it is terminating within?(in inches) 62 What is the width of the sump it is terminating within?(in inches) 62 What is the diameter of this pipe?(in inches) 20 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Grate Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pipe k3 Photos 24 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PIPE#4 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump' Yes What is the shape of the sump it is penetrating? Square/Rectangle What is the width of the sump it is penetrating?(in inches) 62 What is the depth of the sump it is penetrating?(in inches) 50 What is the length of the sump it is penetrating?(in inches) 62 Does this pipe terminate within a sump? Yes What is the shape of the sump it is terminating within? Square/Rectangle What is the depth of the sump it is terminating within?(in inches) 50 What is the length of the sump it is terminating within?(in inches) 62 What is the width of the sump it is terminating within?(in inches) 62 What is the diameter of this pipe?(in inches) 8 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Grate Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Additional Notes Due to turbidity in the sump photographic visibility was limited Pipe#4 Photos F. INTERIOR DEPTH GUAGE COMPONENT Does this structure have an interior depth gauge component? Yes Condition Working Photo of working gauge x 4' 1 Po a • INTERIOR CATHODIC PROTECTION Does this structure have cathodic protection, INo INTERIOR OVERFLOW Does this structure have an interior overflow? Yes How many overflows does this structure have? 4 25 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERFLOW#1 Location#1 North Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#1 Photo OVERFLOW#2 Location#1 North Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#2 Photo OVERFLOW#3 Location#1 South Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#3 Photo a • 26 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERFLOW#4 Location St West Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#4 Photo INTERIOR LADDER A.LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an interior ladder Yes Interior Ladder Location#1 North Interior Ladder Location#2 Wall What material is this ladder? Fiberglass What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 12 What is the ladder distance off wall?(In Inches) 36 How far is this ladder off the floor?(In Inches) 0 How many standoffs does this ladder have? 6 Do all welded connections seem sound? Yes Is this ladder coated? Yes Condition of coating? Good )�.Ladder Security and Fall Prevention Does this ladder have a fall prevention device? Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? No Interior Ladder Photos 27 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR OVERHEAD INTERIOR OVERHEAD AESTHETICS NORTH OVERHEAD IMPIETICS QUADRANT Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? Yes Interior Hatch Aesthetics Good North Overhead Aesthetics Photos SOUTH OVERHEAD AESTHETICS QUADRANT k Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? No South Overhead Aesthetics Photos 28 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 • • EAST OVERHEAD AESTHETICS QUADRANT Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? No East Overhead Aesthetics-Photos • • w '164or WEST OVERHEAD AESTHETICS QUADRANT Aesthetic Deficiencies •No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant? No West Overhead Aesthetics Photos 29 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERHEAD STRUCTURAL NORTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks appear to have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks appear to have depth? No Do any of these cracks appear to have width? No Do these cracks appear to be sealed? No Were any areas of spell evident? No North Overhead Structural-Photos of cracks SOUTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? No Were any areas of spell evident? No EAST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? No Were any areas of spell evident? No WEST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? No Were any areas of spell evident? No WATER QUALITY WATER QUALITY Is there suspended particulate and/or color throughout the water column? Yes Water temperature at surface at time of inspection in fahrenheit. 78 0 Water temperature at bottom at time of inspection in fahrenheit. 78 Surface residual mg/L(total chlorine) .4 Is there a sample tap located at ground level? Yes Bottom residual mg/L(total chlorine) .4 Water Quality-Additional Notes No additional notes 30 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR MIXER INTERIOR MIXER Does this structure have a mixer installed? I No SITE SECURITY UPON COMPLETION CLOSING FORM Was there a lock on the hatch upon your arrival? Yes Was hatch locked at the completion of services? Yes Did this structure have a locked access gate? Yes Was gate locked after completion of services? Yes Did you dive for the services completed today? Yes Photo of locked hatch after completion of services Photo of locked gate after completion of services 1044„...410401116... • This report prepared by Underwater Solutions Inc.is based upon spot examination from readily accessible areas of the structure using visual and available non-destructive testing.Should latent defects or conditions which vary significantly from those described in this report be discovered at a later date,these conditions should be brought to the attention of Underwater Solutions Inc.or the structure manufacturer at that time.These comments should be viewed as information to be used by the Owner In determining the proper course of action and not to replace a complete set of specifications.All repairs should be done in accordance with A.W.W.A.and/or other applicable standards. Underwater Solutions Ines recommendations,remedial action and infrastructure asset management plan is being processed and will be uploaded into your platform within 45 days for your review.Should special curcumstances require expedited remedial action plans please contact the office directly. 31 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 NDERWATER SOLUTIONSINC Phone:877.821.6138 I office@underwatersolutionsinc.com Your National Water Infrastructure Specialists Report Date:11/18/2021 Account Overview Account Name: City of Miami Beach , Asset Name: Water Station#2-South Reservoir Type of Tank: Finished Water 24'H X 170'D '+ Services: Clean(Sediment Removal)Ilnspection r r � Tank Identification Plate: 7 Report Review&Approval Report Approved By: .David Cornish,President ': - t•.�� Professional Engineer Approval: - • EXTERIOR PARAMETER OF TANK Is this structure located within a guarded facility? No GAURDED FACILITY DETAILS Does this structure have a fence that spans its circumference? Yes What is the height of the fence?(In Inches) 112 Does this fence have barbed wire? No What is the overall condition of the fence? Good Are they any deficiencies throughout the fence? Yes Explain deficiencies Appears to have been vandalized. Are there any signs of forced entry/vandalism? Yes 2 gaps found on the north side of the northern most tank 10"T x 55"w Please describe appears to have been pulled open for entry Is access gate functional and secured with a lock? Yes Security Photos • DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR WALL/SHELL EXTERIOR WALL AESTHETICS NORTH WALL _— Aesthetics Mildew Condition of Protective Coating Decline/Thinning North Wall Exterior Aesthetics Photos 1114111111411111111.1111. i r .a -y, SOUTH WALL Aesthetics No Visible Deficiencies Condition of Protective Coating Decline/Thinning South Wall Exterior Aesthetics Photos 2 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EAST WALL Aesthetics Mildew Condition of Protective Coating Decline/Thinning East Wall Exteriorri Aesthetics Photos a't. ••set.. I pet clittAllre 3 WEST WALL Aesthetics Mildew Condition of Protective Coating Damage From Objects Striking The TanklDecline/Thinning West Wall Exterior Aesthetics Photos �yA 3 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR WALL STRUCTURAL NORTH WALL Are there any signs of cracks? No Were any areas of voiding found? No Were any areas of spall evident? No Overall photo of North quadrant • R.•'- • SOUTH WALL Are there any signs of cracks? No Any areas of voiding found? No Were any areas of spall evident? No Overall photo of South quadrant EAST WALL Are there any signs of cracks? No My areas of voiding found? No Were any areas of spall evident? No Overall photo of East quadrant • !� WEST WALL Are there any signs of cracks? No Any areas of voiding found? No Were any areas of spall evident? Yes How many areas of spall were evident in this quadrant? 1 4 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall photo of West quadrant Photo of Spall#1 Snail#1 Wall Length of spall#1(in inches) 2.5 Width of spell#1(in inches) 1.5 Depth of spall#1(in inches) 0.5 "" Spell#1 Was underlined structural steel exposed? No � ,••w, „�.�...--.�..r'-'"-r'''..-- EXTERIOR COMPONENTS ERIOR MANWAYS How many exterior manways does this structure have? I1 Ilan. EXTERIOR MANWAY i1 Location#1 North Location#2 Wall Shape Rectangle Width(in inches) 55 Length(in inches) 20 Height above the ground(in inches) 25 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? Yes Condition of coating Good Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Exterior Manway 1 Photos • • EXTERIOR PIPING Does this structure have any visible exterior pipes? I No DEPTH LEVEL INDICATOR Does this structure have an exterior depth level indicator? Yes Is it reading accurate depth? Yes 5 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR AERATOR Does this structure have a rooftop aerator? I No EXTERIOR LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an exterior ladder Yes Exterior Ladder Location#1 North Exterior Ladder Location#2 Wall What material is this ladder? Aluminum What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 12 What is the ladder distance off wall?(In Inches) 9 How far is this ladder off the ground?(In Inches) 10 How many standoffs does this ladder have? 4 Do all welded connections seem sound? Yes Is this ladder coated? No Additional Notes Fall prevention device did not have a safety clip device EXTERIOR LADDER SECURITY AND FALL PREVENTION Does this ladder have a fall prevention device? Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? No Does this ladder have a ladder guard? Yes Is this ladder guard locked? Yes Exterior Ladder Photos _ '1,,rck.t, . Y . + i fle 111444r 4 EXTERIOR ROOF/SHELL EXTERIOR ROOF AESTHETICS NORTH ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning 6 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 North Roof Quadrant Aesthetic Photos SOUTH ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning South Roof Quadrant Aesthetic Photos r' EAST ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning 7 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 East Roof Quadrant Aesthetics Photos WEST ROOF QUADRANT AESTHETICS Aesthetic Deficiencies Mildew Condition of Protective Coating Decline/Thinning West Roof Quadrant Aesthetics Photos EXTERIOR ROOF STRUCTURAL NORTH ROOF STRUCTURAL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence 10%-20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes 8 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall Photo of North Roof Quadrant Photos of Cracks • 'MUTH ROOF STRUCTURAL Are there any signs of cracks? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spoil evident? No Are all penetrations sealed? Yes Overall Photo of South Quadrant 111111111111111111111 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant Less than 5% Do any of these cracks have efflorescence? Yes _ Percent(%)of cracks having efflorescence Less than 5% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? Yes Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes Overall Photo of East Quadrant Photos of Cracks Are there any signs of cracks? No Using a sounding hammer throughout this quadrant were any areas of voiding found? No Were any areas of spall evident? No Are all penetrations sealed? Yes 10 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overall Photo of West Quadrant 111.11611. EXTERIOR COMPONENTS EXTERIOR OVERFLOW How many overflows does this structure have? I4 OVERFLOW#1 Location#1 Northeast Location#2 Roof Is this overflow free of obstructions? Yes Overflow#1 Is there a screen present? Yes Overflow#1 What size mesh is this screen? 24 Overflow#1 Is this screen secure? Yes Overf ow#1 Does this screen have any deficiencies? Yes Overflow#1 If deficiencies can be corrected please do so and explain,if not please explain why Hole in screen approximately 3 Inch by 6 inch Overflow#1 Is this overflow protected from wind driven rain? No Overflow#1 Does this overflow terminate from the roof? Yes Overflow#1 Photo N OVERFLOW 4,2 Location#1 Southeast Location#2 Roof Is this overflow free of obstructions? Yes Overflow#2 Is there a screen present? Yes Overflow#2 What size mesh is this screen? 24 Overflow#2 Is this screen secure? Yes Overflow#2 Is this overflow protected from wind driven rain? No Overflow#2 Does this overflow terminate from the roof? Yes 11 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Overflow#2 Photo OVERFLOW#3 Location#1 Southwest Location#2 Roof Is this overflow free of obstructions? _Yes Overflow#3 Is there a screen present? Yes Overflow#3 What size mesh is this screen? 24 Overflow#3 Is this screen secure? Yes Overflow#3 If deficiencies can be corrected please do so and explain,if not please explain why Hole approximately 6inch by 6.5 inch Overflow#3 Is this overflow protected from wind driven rain? No Overflow#3 Does this overflow terminate from the roof? Yes Overflow#3 Photo OVERFLOW#4 Location#1 Northwest Location#2 Roof Is this overflow free of obstructions? Yes Overflow#4 Is there a screen present? Yes Overflow#4 What size mesh is this screen? 24 Overflow#4 Is this screen secure? Yes Overflow#41s this overflow protected from wind driven rain? No Overflow#4 Does this overflow terminate from the roof? Yes Overflow#4 Photo 12 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EXTERIOR AERATOR Does this structure have a rooftop aerator? I No EXTERIOR VENT How many vents does this structure have? 11 VENT*I Location#1 Center Location#2 Roof Is this vent coated? Yes What is the condition of the coating? Decline/Thinning Is this vent downturned? Yes Is this vent at least 24'or 3 pipe diameters above the roof? Yes Does this vent have a screen? Yes What size mesh screen does it have? 24 Is this screen secure? Yes Does this screen have any deficiencies? No Does this screen have any deficiencies? No Vent 1 Photos IIIIIIIIIIIIIMOI HATCH EXTERIOR HATCH How many hatches does this structure have? 11 HATCH*1 Location a1 North Location#2 Roof Shape Square Length(in inches) 36 Width(in inches) 36 Is this hatch raised at least 4'above the roof? Yes Does this hatch have an overlapping water tight lid? Yes Does this lid have a gasket? Yes What is the condition of this gasket? Fair Was this hatch opened during inspection? Yes Did this hatch function properly? Yes Is this hatch secured with a lock? Yes Is this hatch coated? Yes Condition of coating on exterior Decline/Thinning Condition of coating on interior Decline/Thinning 13 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Hatch Photos { >a .1 ti 1,0 • • .41") el SAFETY RAILINGS EXTERIOR SAFETY RAILINGS Does this structure have safety railings? EYes What is the material of the safety railings? Aluminum Is this safety railing coated? No Is this safety railing at least 42"to 43*in height? Yes What is the diameter of the tubing?(In Inches) 1 Does it span the circumference of the structure? No What is the approximate length of this railing?(In Inches) 12 x 12 Where is this safety railing located? Around the hatch Is this safety railing secure? Yes Safety Railing-Explain deficiencies Good _ What is the overall condition of this safety railing? Good Safety Railing Photos • `.sit c � , INTERIOR INTERIOR WALLS AESTHETICS ULTERIOR AESTHETICS NORTH WALL Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm Moderate Is this quadrant coated? No 14 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 North Wall Aesthetics Photos F t ,1 { INTERIOR WALLS AESTHETICS _ _ INTERIOR AESTHETICS SOUTH WALL Is there Biofilm/Staining in this quadrant' Yes Severity of biofilm Moderate Is this quadrant coated? No South War Aesthetics Photos i7 15 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS EAST WALL Is there F3iofilm/Staining in this quadrant? Yes Severity of biofilm Moderate Is this quadrant coated> No East Wall Aesthetics Photos • r, • INTERIOR WALLS AESTHETICS INTERIOR AESTHETICS WEST WALL Is there Riofilm/Staining in this quadrant? Yes Severity of biofilm Moderate Is this quadrant coated? No West Wall Aesthetics Photos • 16 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL NORTH WALL Are there any signs of cracks, No Were any areas of spall evident? No Overall Photo of Inerior North Wall Quadrant • INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL SOUTH WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No Photos of cracks •f; Overall Photo of Interior South Wall Quadrant 17 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL EAST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? No Photos of creeks • • • • OvsraN Photos of Interior East Wall Quadrant INTERIOR WALLS STRUCTURAL INTERIOR STRUCTURAL WEST WALL Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 10%-20% Do any of these cracks have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks have depth? No Do any of these cracks have width? No Are these cracks sealed? No Were any areas of spall evident? Yes How many areas of spall were evident in this quadrant? 1 Photos of creeks 18 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photo of Spat!#1 SpaII#1 Wat Length of spall#1(in inches) 15 Width of spall#1(in inches) 5.5 Depth of spall#1(in inches) 1 Spall#1 Was underlined structural steel exposed? • No ', INTERIOR FLOOR NORTH QUADRANT AESTHETICS INTERIOR AESTHETICS NORTH FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No North Floor Aesthetics Photos INTERIOR FLOOR SOUTH QUADRANT AESTHETICS INTERIOR AESTHETICS SOUTH FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No South Floor Aethetics Photos • 19 DocuSign Envelope ID:7BBEB6O3-9E46-407E-9FEC-731AEE5AA5B9 • INTERIOR FLOOR EAST QUADRANT AESTHETICS INTERIOR AESTHETICS EAST FLOOR Is there Biofilm/Staining in this quadrant' Yes Severity of biofilm/staining? Mild Is this quadrant coated? No East Floor Aesthetic Photos INTERIOR FLOOR WEST QUADRANT AESTHETICS INTERIOR AESTHETICS WEST FLOOR Is there Biofilm/Staining in this quadrant? Yes Severity of biofilm/staining? Mild Is this quadrant coated? No West Floor Aesthetic Photos 20 DocuSIgn Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR FLOOR NORTH QUADRANT STRUCTURAL INTERIOR STRUCTURAL NORTH FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR FLOOR SOUTH QUADRANT STRUCTURAL INTERIOR STRUCTURAL SOUTH FLOOR Are there any signs of cracks? No Were any areas of spall evident? No INTERIOR FLOOR EAST QUADRANT STRUCTURAL INTERIOR STRUCTURAL EAST FLOOR Are there any signs of cracks? No Were any areas of spall evident? No [INTERIOR FLOOR WEST QUADRANT STRUCTURAL INTERIOR STRUCTURAL WEST FLOOR Are there arty signs of cracks? No Were any areas of spall evident? No INTERIOR BAFFLING WALL Does this structure have an interior baffle wall? INo CLEANING Olt How much sediment was found on the bottom of this structure?(In Inches) 0.0625 Sediment appears to be. Limestone Was all sediment removed? Yes Before Sediment Removal 21 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 After Sediment Removal 4 Discharge Photo f INTERIOR COMPONENTS INTERIOR MANWAY How many interior manways does this structure have? 11 INTERIOR MANWAY!1 Location Al North Location#2 Wall Shape Rectangle Width(in inches) 55 Length(in inches) 20 Height above floor(in inches) 30 Is this manway secure? Yes Is there any sign of leakage? No Is this manway coated? No Is there any signs of metal exposure? No Is there any sign of corrosion? No Is there any sign of fatigue/pitting? No What is the condition of the gasket? Good Is there an access ladder for this manway? No Interior Manway Photos INTERIOR PIPING How many pipes does this structure have? 13 22 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PIPE#1 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump? No Does this pipe terminate within a sump? No What is the diameter of this pipe?(in inches) 20 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Nothing Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pips#1 Photos PIPE 112 • Where does this pipe penetrate the structure? Floor - _ Does this pipe penetrate from a sump? No Does this pipe terminate within a sump? No What is the diameter of this pipe?(in inches) 4 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Nothing Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pipe#2 Photos ,r • 1116 «. 23 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PIPE#3 Where does this pipe penetrate the structure? Floor Does this pipe penetrate from a sump? Yes What is the shape of the sump it is penetrating? Square/Rectangle What is the depth of the sump it is penetrating?(in inches) 4' Does this pipe terminate within a sump? Yes What is the shape of the sump it is terminating within? Square/Rectangle What is the depth of the sump it is terminating within?(in inches) 4' What is the length of the sump it is terminating within?(in inches) 55 What is the width of the sump it is terminating within?(in inches) 55 What is the diameter of this pipe?(in inches) 10 What is the material of this pipe? Steel Is this pipe obstructed? No What is on the end of this pipe? Grate Was there flow at the time of inspection? No Is this pipe coated? Yes Condition of coating Decline/Thinning Is this pipe supported? No Pips#3 Photos INTERIOR DEPTH GUAGE COMPONENT Does this structure have an interior depth gauge component? Yes Condition Working Photo of working gauge °'fit` w;,•_ s`�� INTERIOR CATHODIC PROTECTION Does this structure have cathodic protection? INo INTERIOR OVERFLOW Does this structure have an interior overflow? Yes How many overflows does this structure have? 4 24 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERFLOW 11 Location#1 Northeast Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow 11 Photo OVERFLOW*2 Location#1 Southeast Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow 12 Photo OVERFLOW 13 Location#1 Southwest Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow 13 Photo 25 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERFLOW#4 Location#1 Northwest Location#2 Roof Is this overflow free of obstructions? Yes What is this overflow penetrating? Overhead Where does this overflow terminate? Overhead Is this overflow coated? No Is this overflow supported? No Overflow#4 Photo INTERIOR LADDER A.LADDER ACCESSIBILITY AND COMPLIANCE Does this structure have an interior ladder Yes Interior Ladder Location#1 North Interior Ladder Location#2 Wall What material is this ladder? Fiberglass What is the width between side rails?(In Inches) 18 Rung Rise on center?(In Inches) 11 What is the ladder distance off wall?(In Inches) 37 How far is this ladder off the floor?(In Inches) 0 How many standoffs does this ladder have? 6 Do all welded connections seem sound? Yes Is this ladder coated? Yes Condition of coating? Decline/Thinning B.Ladder Security and Fall Prevention Does this ladder have a fall prevention device? Yes What type of fall prevention device is available? Notched Tube What is the condition of this fall prevention device? Good Does this ladder have a safety cage? No Interior Ladder Photos 26 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 INTERIOR OVERHEAD INTERIOR OVERHEAD AESTHETICS NORTH OVERHEAD AESTHETICS QUADRANT Aesthetic Deficiencies No Visible Deficiencies Is this quadrant coated? No Is the hatch visible in this quadrant, Yes Interior Hatch Aesthetics Good North Overhead Aesthetics Photos POUTH OVERHEAD AESTHETICS QUADRANT Aesthetic Deficiencies Mildew Is this quadrant coated? No Is the hatch visible in this quadrant? No South Overhead Aesthetics Photos 27 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 EAST OVERHEAD Aesthetic Deficiencies Mildew Is this quadrant coated? No Is the hatch visible in this quadrant? No East Overhead Aesthetics-Photos WEST OVERHEAD A10111.0 QUADRANT Aesthetic Deficiencies Mildew Is this quadrant coated? No Is the hatch visible in this quadrant? No West Overhead Aesthetics Photos Amok 28 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 OVERHEAD STRUCTURAL NORTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? No Were any areas of spell evident? No SOUTH OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks appear to have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks appear to have depth? No Do any of these cracks appear to have width? No Do these cracks appear to be sealed? No Were any areas of spall evident? No South Overhead Structural-Photos of cracks EAST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks? No Were any areas of spall evident? No WEST OVERHEAD STRUCTURAL QUADRANT Are there any signs of cracks, Yes Percent(%)of cracks in this quadrant 5%-10% Do any of these cracks appear to have efflorescence? Yes Percent(%)of cracks having efflorescence: Greater than 20% Do any of these cracks appear to have depth? No Do any of these cracks appear to have width? No Do these cracks appear to be sealed? No Were any areas of spall evident? No 29 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 West Overhead Structural-Photos of cracks WATER QUALITY WATER QUALITY Is there suspended particulate and/or color throughout the water column? Yes Water temperature at surface at time of inspection in fahrenheit. 78 0 Water temperature at bottom at time of inspection in fahrenheit. 78 Surface residual mg/L(total chlorine) 0.4 Is there a sample tap located at ground level? Yes Bottom residual mg/L(total chlorine) 0.4 Water Quality-Additional Notes No additional notes INTERIOR MIXER INTERIOR MIXER Does this structure have a mixer installed? INo SITE SECURITY UPON COMPLETION CLOSING FORM Was there a lock on the hatch upon your arrival? Yes Was hatch locked at the completion of services? Yes Did this structure have a locked access gate? Yes Was gate locked after completion of services? Yes Did you dive for the services completed today? Yes Photo of locked hatch after completion of services Photo of locked gate after completion of services 11111.. l '�xt(r 14..�'c ,3, • Ale MISCELLANEOUS FORM MISCELLANEOUS FORM Temporary Overflow screen repair/clear soiling from vent and temporary Work Performed reseal of interior vent screen Describe: Plastic and manus bond was used to temporarily seal the vent screens until they can be replaced/leaf blower was used to cleat soiling from the interior of the vent and patching vent screen with manus bond to protect the tank from unwanted entry 30 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Photos Ai ,`e%.- .- f ___.,,,„_______„:.,,,,,2„:____,._ . ,„ .-a---• 4\st%r ill,——-— ---.- etr_______) • -.or ( 'J ,111.1 ; X f • This report prepared by Underwater Solutions Inc.is based upon spot examination from readily accessible areas of the structure using visual and available non-destructive testing.Should latent defects or conditions which vary significantly from those described in this report be discovered at a later date,these conditions should be brought to the attention of Underwater Solutions Inc.or the structure manufacturer at that time.These comments should be viewed as information to be used by the Owner in determining the proper course of action and not to replace a complete set of specifications.All repairs should be done in accordance with A.W.W.A.and/or other applicable standards. Underwater Solutions Inc.'s recommendations,remedial action and infrastructure asset management plan is being processed and will be uploaded into your platform within 45 days for your review.Should special curcumstances require expedited remedial action plans please contact the office directly. 31 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 APPENDIX F MIAMIR 11111MI kb,. ,40 Post Award Forms DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 MAM BEACH FORM OF PERFORMANCE BOND BY THIS BOND, We , as Principal, hereinafter called Contractor , and , as Surety, are bound to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves,their heirs,executors,administrators, successors and assigns,jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No.: , awarded the day of , 20 , with City which Contract Documents are by reference incorporated herein and made a part hereof, and specifically include provision for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract"; THE CONDITION OF THIS BOND is that if Contractor: 1. Performs the Contract between Contractor and City for construction of , the Contract being made a part of this Bond by reference, at the times and in the manner prescribed in the Contract; and 2. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains as a result of default by Contractor under the Contract; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract; then THIS BOND IS VOID, OTHERWISE IT REMAINS IN FULL FORCE AND EFFECT. Whenever Contractor shall be, and declared by City to be, in default under the Contract, City having performed City obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 3.1. Complete the Project in accordance with the terms and conditions of the Contract Documents; or 3.2. Obtain a bid or bids for completing the Project in accordance with the terms and conditions of the Contract Documents, and upon determination by Surety of the lowest responsible Bidder, or, if City elects, upon determination by City and Surety jointly of the lowest responsible Bidder, arrange for a contract between such Bidder and City, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 FORM OF PERFORMANCE BOND (Continued) or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by City to Contractor under the Contract and any amendments thereto, less the amount properly paid by City to Contractor. No right of action shall accrue on this bond to or for the use of any person or corporation other than City named herein. The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes does not affect Surety's obligation under this Bond. Signed and sealed this day of , 20 WITNESSES: (Name of Corporation) Secretary By: (Signature) (CORPORATE SEAL) (Print Name and Title) IN THE PRESENCE OF: INSURANCE COMPANY: By: Agent and Attorney-in-Fact Address: (Street) (City/State/Zip Code) Telephone No.: DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 FORM OF PAYMENT BOND BY THIS BOND, We , as Principal, hereinafter called Contractor , and , as Surety, are bound to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No.: , awarded the day of , 20 , with City which Contract Documents are by reference incorporated herein and made a part hereof, and specifically include provision for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract"; THE CONDITION OF THIS BOND is that if Contractor: 1. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains because of default by Contractor under the Contract; and 2. Promptly makes payments to all claimants as defined by Florida Statute 255.05(1) for all labor, materials and supplies used directly or indirectly by Contractor in the performance of the Contract; THEN CONTRACTOR'S OBLIGATION SHALL BE VOID; OTHERWISE, IT SHALL REMAIN IN FULL FORCE AND EFFECT SUBJECT, HOWEVER, TO THE FOLLOWING CONDITIONS: 2.1. A claimant, except a laborer, who is not in privity with Contractor and who has not received payment for its labor, materials, or supplies shall, within forty-five (45) days after beginning to furnish labor, materials, or supplies for the prosecution of the work, furnish to Contractor a notice that he intends to look to the bond for protection. 2.2. A claimant who is not in privity with Contractor and who has not received payment for its labor, materials,or supplies shall,within ninety(90)days after performance of the labor or after complete delivery of the materials or supplies, deliver to Contractor and to the Surety, written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. 2.3. No action for the labor, materials, or supplies may be instituted against Contractor or the Surety unless the notices stated under the preceding conditions (2.1) and (2.2) have been given. 2.4. Any action under this Bond must be instituted in accordance with the Notice and Time Limitations provisions prescribed in Section 255.05(2), Florida Statutes. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes does not affect the Surety's obligation under this Bond. Signed and sealed this day of , 20 Contractor ATTEST: (Name of Corporation) By: (Secretary) (Signature) (Corporate Seal) (Print Name and Title) day of , 20 IN THE PRESENCE OF: INSURANCE COMPANY: By: Agent and Attorney-in-Fact Address: (Street) (City/State/Zip Code) Telephone No.: DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the corporation named as Principal in the foregoing Performance and Payment Bond (Performance Bond and Payment Bond); that , who signed the Bond(s) on behalf of the Principal, was then of said corporation; that I know his/her signature; and his/her signature thereto is genuine; and that said Bond(s)was (were) duly signed, sealed and attested to on behalf of said corporation by authority of its governing body. (SEAL) Secretary (on behalf of) Corporation STATE OF FLORIDA SS COUNTY OF MIAMI-DADE Before me, a Notary Public duly commissioned, qualified and acting personally, appeared to me well known, who being by me first duly sworn upon oath says that he/she has been authorized to execute the foregoing Performance and Payment Bond (Performance Bond and Payment Bond) on behalf of Contractor named therein in favor of City. Subscribed and Sworn to before me this day of 20 My commission expires: Notary Public, State of Florida at Large Bonded by DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PERFORMANCE AND PAYMENT BOND FORM UNCONDITIONAL LETTER OF CREDIT: Date of Issue Issuing Bank's No. Beneficiary: Applicant: City of Miami Beach Amount: 1700 Convention Center Drive in United States Funds Miami Beach, Florida 33139 Expiry: (Date) Bid/Contract Number We hereby authorize you to draw on (Bank, Issuer name) at by order (branch address) of and for the account of (contractor, applicant, customer) up to an aggregate amount, in United States Funds, of available by your drafts at sight, accompanied by: 1. A signed statement from the City Manager or his authorized designee, that the drawing is due to default in performance of certain obligations on the part (contractor, applicant, customer) agreed upon by and between the City of Miami Beach, Florida and (contractor), pursuant to the (applicant, customer) Bid/Contract No. for (name of project) and Section 255.05, Florida Statutes. Drafts must be drawn and negotiated not later than (expiration date) Drafts must bear the clause: "Drawn under Letter of Credit No. (Number), of (Bank name)dated This Letter of Credit shall be renewed for successive periods of one (1) year each unless we provide the City of Miami Beach with written notice of our intent to terminate the credit herein extended, which notice must be provided at least thirty (30) days prior to the expiration date of the original term hereof or any renewed one (1)year term. Notification to the City that this Letter of Credit will expire prior to performance of the contractor's obligations will be deemed a default. This Letter of Credit sets forth in full the terms of our undertaking, and such undertaking shall not in any way be modified, or amplified by reference to any documents, instrument, or agreement referred to herein or to which this Letter of Credit is referred or this Letter of Credit relates, and DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 any such reference shall not be deemed to incorporate herein by reference any document, instrument, or agreement. We hereby agree with the drawers, endorsers, and bona fide holders of all drafts drawn under and in compliance with the terms of this credit that such drafts will be duly honored upon presentation to the drawee. Obligations under this Letter of Credit shall be released one (1)year after the Final Completion of the Project by the (contractor, applicant, customer) This Credit is subject to the "Uniform Customs and Practice for Documentary Credits," International Chamber of Commerce (1993 revision), Publication No. 500 and to the provisions of Florida law. If a conflict between the Uniform Customs and Practice for Documentary Credits and Florida law should arise, Florida law shall prevail. If a conflict between the law of another state or country and Florida law should arise, Florida law shall prevail. Authorized Signature DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 CERTIFICATE OF SUBSTANTIAL COMPLETION: PROJECT: Consultant: (name, address) BID/CONTRACT NUMBER: TO (City): Contractor: CONTRACT FOR: NOTICE TO PROCEED DATE: DATE OF ISSUANCE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found to be substantially complete and all documents required to be submitted by Contractor under the Contract Documents have been received and accepted. The Date of Substantial Completion of the Project or portion thereof designated above is hereby established as which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below. DEFINITION OF DATE OF SUBSTANTIAL COMPLETION The Date of Substantial Completion of the Work or portion thereof designated by City is the date certified by Consultant when all conditions and requirements of permits and regulatory agencies have been satisfied and the Work, is sufficiently complete in accordance with the Contract Documents, so the Project is available for beneficial occupancy by City. A Certificate of Occupancy must be issued for Substantial Completion to be achieved, however, the issuance of a Certificate of Occupancy or the date thereof are not to be determinative of the achievement or date of Substantial Completion. A list of items to be completed or corrected, prepared by Consultant and approved by City, is attached hereto. The failure to include any items on such list does not alter the responsibility of Contractor to complete all work in accordance with the Contract Documents. The date of commencement of warranties for items on the attached list will be the date of final payment unless otherwise agreed in writing. In accordance with Section 6 of the General Conditions for Construction Contracts, Contractor will complete or correct the work on the list of items attached hereto within from the above Date of Substantial Completion. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Consultant BY DATE City, through the Contract Administrator, accepts the Work or portion thereof designated by City as substantially complete and will assume full possession thereof at (time)on (date). City of Miami Beach, Florida By Contract Administrator Date The responsibilities of City and Contractor for security, maintenance, heat, utilities, damage to the work and insurance shall be as follows: DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 FINAL CERTIFICATE OF PAYMENT: PROJECT: Consultant: (name, address) BID/CONTRACT NUMBER: TO (City): Contractor: CONTRACT FOR: NOTICE TO PROCEED DATE: DATE OF ISSUANCE: All conditions or requirements of any permits or regulatory agencies have been satisfied. The documents required by Section 6 of the General Conditions for Construction Contracts, and the final bill of materials, if required, have been received and accepted. The Work required by the Contract Documents has been reviewed and the undersigned certifies that the Work, including minor corrective work, has been completed in accordance with the provision of the Contract Documents and is accepted under the terms and conditions thereof. Consultant BY DATE City, through the Contract Administrator, accepts the work as fully complete and will assume full possession thereof at (time) (date) City of Miami Beach, Florida By Contract Administrator Date DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 FORM OF FINAL RECEIPT: [The following form will be used to show receipt of final payment for this Contract.] FINAL RECEIPT FOR CONTRACT NO. Received this day of , 20 , from City of Miami Beach, Florida, the sum of Dollars ($ )as full and final payment to Contractor for all work and materials for the Project described as: This sum includes full and final payment for all extra work and material and all incidentals. Contractor hereby indemnifies and releases City from all liens and claims whatsoever arising out of the Contract and Project. Contractor hereby certifies that all persons doing work upon or furnishing materials or supplies for the Project have been paid in full. In lieu of this certification regarding payment for work, materials and supplies, Contractor may submit a consent of surety to final payment in a form satisfactory to City. Contractor further certifies that all taxes imposed by Chapter 212, Florida Statutes (Sales and Use Tax Act), as amended, have been paid and discharged. [If incorporated sign below.] Contractor ATTEST: (Name of Corporation) By: (Secretary) (Signature) (Corporate Seal) (Print Name and Title) day of , 20 [If not incorporated sign below.] Contractor WITNESSES: (Name of Firm) By: (Signature) (Print Name and Title) day of , 20 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 M I A M I B E AC I-I Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 3 INVITATION TO BID NO. 2022-178-ND EXTERIOR REPAIR AND COATING OF PRESTRESSED CONCRETE WATER TANKS (the"ITB") April 15,2022 This Addendum to the above-referenced ITB is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. The ITB is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). 1. REVISIONS. 1.Section 0100— Instructions to Bidders, of the ITB, is hereby amended as follows: 19.Consideration of Alternate Products. The manufacturer's name, brand name and/or model number information contained in this solicitation are being used for the sole purpose of establishing the minimum requirement of level of quality, standard of performance, and design and is in no way intended to prohibit the offer of another manufacturer's items of similar design and function. To determine the feasibility, including cost and operational considerations, of utilizing alternate equivalent products, the City is allowing the submittal of alternate equivalent make(s)/model(s). THE DETERMINATION OF EQUIVALENCY SHALL BE AT THE SOLE DISCRETION OF THE CITY. THE CITY RESERVES ALL RIGHTS AND AT ITS SOLE DISCRETION MAY UTILIZE EITHER THE ORIGINAL MAKE/MODEL SPECIFIED, OR AN ALTERNATE EQUIVALENT PRODUCT, OR ANY COMBINATION OF EITHER. a. REQUIRED DOCUMENTATION FOR THE SUBMITTAL OF ALTERNATE EQUIVALENT PRODUCT. This specific solicitation requires submission of the following documentation to enable City evaluation of"equal"products: i. The "equal" product shall be equal in quality and standards of performance to the item specified in the solicitation. Where an "or equal" item is offered, two (2) complete sets of product information sheets (such as factory specifications, standard manufacturer information sheets, catalogues, and brochures) must be submitted with the initial offer or within two (2) business days from the City's written request. Failure to submit product information sheets shall be cause for disqualification of the bid. The product information sheets submitted by the offeror must meet the required specifications set forth in this solicitation. ii. Where the standard product literature submitted provides information that does not comply with the specifications, the offeror shall state, in an official letter on corporate letterhead as part of their initial offer, the differences between the item they are specifically offering, and the equipment described by the standard product literature, to substantiate compliance to all of the specifications set forth in this solicitation. In such cases, any offer submitted with standard product literature but without the letter explaining compliance will result in the rejection of the offer for not meeting the solicitation specifications. ITB No. 2022-178-ND Addendum#3 4/15/2022 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 M I A M I BEACH Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov 2. ATTACHMENTS. EXHIBIT A: Product Data Sheet, Tnemec, Enviro-Crete, Series 156 EXHIBIT B: Product Data Sheet, Tnemec, Enduratone, Series 1026 3. RESPONSES TO QUESTIONS RECEIVED. Q1: The recommendations indicate screen repairs, exterior cleaning, exterior coating remedial repairs but also indicate interior cleaning and remedial repairs. Is it the intent to have these tanks offline for maintenance or should the focus of the response be just the exterior scope of work? Al: The intent is not to have these tanks offline for maintenance. Hence,the bid response need only concentrate on the exterior repairs. Q2: Is the City interested in evaluating exterior remedial maintenance repairs compared to a scope of work for full exterior coating renovations? A2: The City is interested in full exterior coating renovations for the tanks located at 451 Dade Boulevard. However, the tanks located at 75th Street will be recoated up to the existing artwork and any repairs within the artwork will be left in primed condition or as necessary to warrant the work. Q3: Regarding the logos, for any crack remedial repairs, is the intent to touch up logos to maintain them or should the scope include complete replacement of the logos in kind? A3: The intent is to touch up logos to maintain them. Q4: How much/to what extent do these tanks need to be recoated? A4: See response to Q2. Q5: What colors do the tanks need to be painted? A5: The tanks need to be painted to match the existing color. Q6: Does the City expect to have the work completed on the weekends? A6: At Water Station No. 1 (451 Dade Boulevard) the repairs and patchwork are expected to be conducted during business hours. However, the recoating/painting can only be done on the weekend. The entirety of the work to be performed at Water Station No. 2 (75TH Street) is expected to be conducted during business hours. Q8: Does the contractor need to remove the vegetation and repair/replace the existing fence? A8: The contractor does not need to remove the vegetation and repair/replace the existing fence. Q9: Please provide the contact info for the artist who performed the art design at one of the tanks. ITB No. 2022-178-ND Addendum#3 4/15/2022 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 M I AM I BEACH Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov A9: For information regarding the artwork performed on the tanks located at 75th Street, please contact Brandi Reddick at 305-673-7000 ext.6256. Q10: Are you able to provide the report from the divers? A10: Please refer to Appendix E of the ITB. Q11: What type of paint is the City looking to use to coat the tanks? All: Contractor shall use the Tnemec Series or approved equal. Please refer to Exhibit A, Product Data Sheet, Tnemec, Enviro-Crete, Series 156, and Exhibit B, Product Data Sheet, Tnemec, Enduratone, Series 1026. Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.qov Contact: Telephone: Email: Natalia Delgado 305-673-7000 ext. 26263 nataliadelgado@miamibeachfl,gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Sincerely, Alex Denis Procurement Director ITB No. 2022-178-ND Addendum#3 4/15/2022 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 /v\ I A M I BEACH Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT A Product Data Sheet, Tnemec, Enviro-Crete, Series 156 ITB No. 2022-178-ND Addendum#3 4/15/2022 DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PRODUCT DATA SHEET M ENVIRO-CRETE° SERIES 156 PRODUCT PROFILE ` GENERIC DES(RIPIION Modified Waterborne Acrylate COMMON USAGE Flexible,breathable coating primarily for concrete and masonry that can fill and bridge minor hairline cracks.Excellent elastomeric protection against driving rain,alternate freezing-thawing and UV light.Series 156 can also be used as a low cohesive stress overcoat for aged oil or alkyd systems. COLORS Refer to Tnemec Color Guide.Series 156 is also available in 01AB Air Barrier Beige. FINISH Matte—Smooth SPECIAL QUALIFICATIONS Series 156 was tested in accordance with,and passed,the California Dept.of Public Health(CDPH)Standard Method v1.2 and meets the requirements of LEED v4.1 Low-Emitting Materials,Collaborative for High Performance Schools-Paints& Coatings,Living Building Challenge Materials Petal 10,and WELL Building Standard v2 X06 VOC Restrictions. Series 156 meets air barrier(A.B.)requirements of Massachusetts'Energy Code,780 CMR Chapter 13. COATING SYSTEM PAIRBS Concrete,Masonry and Wood:Self-priming or Series 151-1051 Plaster and Stucco:Series 151-1051 Split-Face and Split-Fluted Block:Self-priming or Series 130-6602,1254 Steel:Series 37H,66,N69,N69F,L69,L69F,V69,V69F,90-97,H90-97,90G-1K97,94-H20,135,L140,L14OF Galvanized Steel&Non-Ferrous Metal:Series 66,L69,N69,V69,115,V115,135,1224.Note:For special galvanized surface preparation instructions,consult the latest version of Tnemec Technical Bulletin 10-78. Other.Series 151 on treated or stained wood,drywall,highly absorbent surfaces and recommended sound existing coatings. SURFACE PREPARATION STEEL Refer to primer product data sheets for surface preparation recommendations. GALVANIZED STEEL&NON- Surface preparation recommendations will vary depending on substrate and exposure conditions.Contact your Tnemec FERROUS METAL representative or Tnemec Technical Services. CRACKS Fill hairline cracks less than 1/64 inch(.4 mm)wide by brushing Series 156 into them prior to applying Series 156 over the entire area to be coated.For cracks wider than 1/64 inch(.4 mm)and/or moving cracks,gaps and expansion joints use Series 152 Tneme-Tape.Refer to Series 152 product data sheet for details.Note:Use Series 156 to embed Tneme- Tape prior to topcoating with 156. PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface.Apply test patch to check adhesion. All.SURFACES Must be clean,dry and free of oil,grease,form release agents and other contaminants.Allow new concrete,plaster, stucco and masonry to cure 14 days.Level protrusions and mortar spatter.Bare cementitious surfaces can be slightly dampened with clean water if product is drying too rapidly during application.Series 151 may improve adhesion on smooth surfaces.Reference SSPC-SP13/NACE 6. TECHNICAL DATA VOLUME SOLIDS 50.9±2.0%t RECOMMENDED DFT 4.0 to 8.0 mils(100 to 205 microns)per coat. CURING TIME Temperature To Touch To Handle To Recoat 75°F(24°C) 1/2 hour 1-2 hours 1 1/4 hours 50%Relative Humidity Curing time varies with surface temperature,air movement,humidity and film thickness. VOLATILE ORGANIC COMPOUNDS Unthinned:0.41 lbs/gallon(49 grams/litre)t THEORETICAL COVERAGE 816 mil sq ft/gal(19.9 ma/L at 25 microns). Actual coverage will vary from about 100 to 200 sq ft(9.3 to 18.6 m2)per gallon dependent upon product,substrate and coating thickness.t NUMBER OF COMPONENTS One PACKAGING 5 gallon(18.9L)pails and 1 gallon(3.79L)cans.Yield:5 gallons and 1 gallon respectively. NET WEIGHT PER GALLON 11.77±0.25 lbs(5.34±0.23 kg)t STORAGE TEMPERATURE Minimum 35°F(2°C) Maximum 110°F(43°C) TEMPERATURE RESISTANCE (Dry)Continuous 175°F(79°C) Intermittent 185°F(85°C) SHELF LIFE 24 months at recommended storage temperature. FLASH POINT-SETA N/A HEALTH&SAFETY Paint products contain chemical ingredients which are considered hazardous.Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. ©March 22,2021 by Tnemec Company,Inc. Published technical data and instructions are subject toc change without notice.The online catalog at PDS1 56 Page 1 of 2 www.tnemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PRODUCE DATA SHEET ENVIRO-CRETE® I SERIES 156 APPLICATION COVERAGE RATES Dry Mils(Microns) Wet Mils(Microns) Sq Ft/Gal(ma/Gal) Suggested 6-0(150) 12.0(305) 136(12.6) Minimum 4.0(100) 8.0(205) 204(18.9) Maximum 8.0(205) 16.0(405) 102 (9.5) Allow for application losses and surface irregularities.Roller or brush application may require multiple coats to obtain recommended film thickness.Important:Protection against weather,driving rain and alternate freezing and thawing is obtained when coating is applied to form a continuous,void-free film.The coating must be brushed,rolled or sprayed and backrolled onto block.Grooves in scored and fluted block must be brushed.Two coats are normally recommended for lightweight or haydite block.Split-face and split-fluted block must be filled.Contact your Tnemec representative for specific coating system recommendations.Film thickness is rounded to the nearest 0.5 mil or 5 microns.Film thicknesses are calculated from the sq ft/gal figures.There is no method for accurately measuring the film thicknesses of this coating applied over a rough masonry substrate.Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance.t MIXING Stir contents to a uniform consistency. THINNING Not recommended except when priming highly porous surfaces.Thin first coat 30%or 1 1/4 quarts(1.1L)per gallon with potable water. APPLICATION EQUIPMENT Airless Spray Pump Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter Graco 35:1 0.019"-0.029" 2500-3000 psi 3/8" 30 mesh Senator or larger (480-735 microns) (172-207 bar) (9.5 mm) (600 microns) Use appropriate tip/atomizing pressure for equipment,applicator technique and weather conditions. Roller:Use a 3/8"to 1-1/2"(9.5 mm to 38 mm)synthetic woven nap roller cover.Use longer nap for rough or porous surfaces.Multiple coats may be required to achieve recommended film thickness,depending on applicator technique and roller nap size. Brush:Use a good quality nylon or synthetic bristle brush. SURFACE TEMPERATURE Minimum 40°F(4°C) Maximum 100°F(38°C) The surface should be dry and at least 5°F(3°C)above the dew point. CLEANUP Clean equipment immediately after use;brushes and rollers with hot,soapy water;spray equipment as follows: 1.Pump out excess material from equipment and lines. 2.Pump 10 gallons(40L)of clean water through airless pump or conventional pressure tank and lines. 3.Release pressure from pump or pressure tank and clean all parts and surfaces. 4.Reassemble and flush with clean water.Finish with a final flush of ethyl or isopropyl alcohol. CAUTION Dry overspray can be wiped or washed from most surfaces.Satisfactory dry-fall performance depends upon height of work,weather conditions,equipment adjustment and proper thinning.Test for each application as follows:Spray from 15 to 25 feet towards paint container.The material then should readily wipe off.Note:Heat can fuse-dry overspray to surfaces.Always clean dry overspray from hot surfaces before fusing occurs.Be aware that exterior surface temperatures can be higher than air temperature.Also,Series 156 has a tendency to show lap marks when spray applied to large,flat surfaces during hot weather.To minimize lap marks stay away from direct sunlight,pre-wet masonry substrates by misting with clean water and lightly backroll with 3/8"nap rollers immediately behind spray application. t Values may vary with color. WARRANTY&LIMITATION OF SELLERS LIABILITY:Tnemec Company,Inc.warrants only that Rs coatings represented herein meet the formulation standards of Tnemec Company,Inc.THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY,EXPRESSED OR IMPLIED,INCLUDING BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.THERE ARE NO WARRANTIES THAT EXFEND BEYOND THE DESCRIPTION ON THE FACE HEREOF.The buyer's sole and exclusive remedy against Tnemec Company,Inc.shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer.NO OTHER REMEDY(INCLUDING,BUT NOT LIMITED TO,INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS,LOST SALES,INJURY TO PERSON OR PROPERTY,ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS)SHALL BE AVAILABLE TO THE BUYER.Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper coating application procedures.Test performance results were obtained in a controlled environment and Tnemec Company makes no claim that these tests or any other tests,accurately re.resent all environments.As a..lication,environmental and design factors can vary si;nificantly,due care should be exercised in the selection and use of the coati Tnemec Company,Inc 6800 Corporate Drive Kansas City,Missouri 64120-1372 +1 816-483-3400 www.tnemec.com ©March 22,2021 by Tnemec Company,Inc. PDS156 Page 2 of 2 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 tv\ I A M I B E, c: I—I Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT B Product Data Sheet, Tnemec, Enduratone, Series 1026 ITB No. 2022-178-ND Addendum#3 4/15/2022 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 PRODUCT DATA SHE TVFMFC: ENDURATONE° SERIES 1026 PRODUCT PROFILE GENERIC DESCRIPTION Acrylic Emulsion COMMON USAGE A durable,easy-to-use,water-based acrylic coating that offers long-wearing protection to a variety of substrates.Excellent as a topcoat or intermediate-coat on anti-corrosive steel coating systems or when applied to concrete and drywall.Easy to apply by brush,roller,and spray,this product's low odor and low VOC qualities make it versatile choice on architectural and industrial projects.Note:Application methods include"dry-fall"under certain conditions(see application). COLORS Refer to Tnemec Color Guide. FINISH Matte COATING SYSTEM PRIMES Steel:Series 1,27WB,66,66HS,L69,L69F,N69,N69F,90E-92,90-97,90-98,90G-1K97,91-H20,94-H20,115,135,161, 161HS,394. CMU:54,130,1254. Drywall:Self-priming,51,151. Concrete:Self-priming,151,1254. Note:Certain colors may require multiple coats depending on method of application and finish coat color.Preceding coat should be in the same color family but noticeably different. TOPCOATS Series 30,1028 and 1029. SURFACE PREPARATION NEW CONCRETE 6 CMU Allow to cure for 28 days.Level protrusions and mortar spatter. DRYWALL Sand joint compound smooth and feather edge. PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface,patch cracks and spot prime bare areas.Dull glossy surfaces. ALL SURFACES Must be clean,dry and free of oil,grease,sealers,form release agents and other contaminants. TECHNICAL DATA . VOLUME SOLIDS 43.0±2.0%t RECOMMENDED OFT 2.0 to 3.0 mils(50 to 75 microns)per coat.Note:Number of coats and thickness requirements will vary with substrate, application method and exposure.Contact your Tnemec representative. CURING TIME Temperature To Touch To Handle To Recoat • 75°F(24°C) 45 minutes 1 1/2 hours 1 1/2 hours Curing time varies with surface temperature,air movement,humidity and film thickness. Water Tank Exteriors:Five days or more curing time required before filling with water. VOLATILE ORGANIC COMPOUNDS Unthinned:0.38 lbs/gallon(45 grams/litre) Thinned 5%:0.38 lbs/gallon(45 grams/litre)t HAPS Unthinned:0.01 lbs/gallon(1.4 grams/litre) Thinned 5%:0.01 lbs/gallon(1.4 grams/litre)t THEORETICAL COVERAGE 690 mil sq ft/gal(16.9 m2/L at 25 microns).See APPLICATION for coverage rates.t NUMBER OF COMPONENTS One PACKAGING 55 gallon(208.2L)drums,5 gallon(18.9L)pails and 1 gallon(3.79L)cans. NET WEIGHT PER GALLON 11.79±0.25 lbs(5.35±.11 kg)t STORAGE TEMPERATURE Minimum 40°F(4°C) Maximum 110°F(43°C) TEMPERATURE RESISTANCE (Dry)Continuous 170°F(77°C) Intermittent 200°F(93°C) SHELF LIFE 12 months at recommended storage temperature. FLASH POINT-SETA N/A HEALTH&SAFETY Paint products contain chemical ingredients which are considered hazardous.Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. ©December 14,2016 by Tnemec Company Inc. Published technical data and instructions are subject ton change without notice.The online catalog at Page 1 Of 2 www.tnemec.com should be referenced for the most current technical data and inswnionsc or you may contact 9 your Tnemec representative for current technical data and instructions. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731 AEE5AA5B9 PRODUCT DATA SHEET ENDURATONE® I SERIES 1026 APPLICATION COMAE1W6 Dry Mils(Microns) Wet Mils(Microns) Sq Ft/Gal(ma/Gal) Suggested 2.5(65) 6.0(150) 276(25.6) Minimum 2.0(50) 5.0(125) 345(32.0) Maximum 3.0(75) 7.0(180) 230(21.4) Allow for overspray and surface irregularities.Film thickness is rounded to the nearest 0.5 mil or 5 microns.Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance.t NIXING Stir to uniform consistency without creating air bubbles or foam.Avoid vigorous agitation,boxing or shaking. THINNING Use clean water.For air spray,airless spray,roller or brush,thin up to 5%or 6.4 oz(189 mL)per gallon. AP IICA11ON ERUIIMBI! Air Spray Gun Fluid Tip Air Cap Air Hose ID Mat'l Hose ID AtPtreureg Pot Pressure 3/8"or 1/2" DeVilbiss JGA E$ 704 or 765 5/16"or 3/8" (9.5 or 12.7 ��Psi 10-20 psi (7.9 or 9.5 mm) ) (4.2-5.5 bar) (0.7-1.4 bar) irun ($Stainless Steel)Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.015"-0.019" 2700-3300 psi 1/4"or 3/8" 60 mesh (380-485 microns) (186-207 bar) (6.4 or 9.5 mm) (250 microns) Use appropriate tip/atomizing pressure for equipment,applicator technique and weather conditions. Note:When using Series 90E-92 or 90-98 as a primer,apply a wet mist coat of Series 1026 and allow tiny bubbles to form.When bubbles disappear in 1 to 2 minutes,apply a full wet coat at specified mil thickness. Roller:Use high quality synthetic woven nap covers.Short nap for smooth surfaces.Long nap for rough surfaces.Wash roller covers in water to remove paint build-up during application. Brush:Use high quality nylon or synthetic bristle brushes.Wash brushes in water to remove paint build-up during application. SURFA1FlBOSATUIE Minimum 50°F(10°C) Maximum 120°F(49°C) The surface should be dry and at least 5°F(3°C)above the dew point. CLEANUP Flush and clean all equipment immediately after use with water. CAUTION Dry overspray can be wiped or washed from most surfaces.Satisfactory dry-fall performance depends upon height of work,weather conditions,equipment adjustment and proper thinning.Low temperature and high humidity are of particular concern.Test for each application as follows:Spray from 15 to 25 feet towards paint container.The material then should readily wipe off.Note:Heat can fuse-dry overspray to surfaces.Always clean dry overspray from hot surfaces before fusing occurs.Be aware that exterior surface temperatures can be higher than air temperature. t Values may vary with color. WARRANTY&LIMITATION OF SELLER'S LIABILITY:Tnemec Company,Inc.warrants only that its coatings represented herein meet the formulation standards of Tnemec Company,Inc.THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY,EXPRESSED OR IMPLIED,INCLUDING BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF.The buyer's sole and exclusive remedy against Tnemec Company,Inc.shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer.NO OTHER REMEDY(INCLUDING,BUT NOT LIMITED TO,INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS,LOST SALES,INJURY TO PERSON OR PROPERTY,ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS)SHALL BE AVAILABLE TO'HIE BUYER.Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper coating application pre edures.Test performance results were obtained in a controlled environment and Tnemec Company makes noclaim that these tests or any other tests,accurately �re aresent all environments As a,.lication,environmental and design factors can vary significantly due care should he exercised in the selection and use of the coating 6800 Corporate Drive Kansas City,Missouri 64120-1372 1-800-TNEMEC1 Fax: 1-816-483-3969 www.tnemec.com ©December 14,2016 by Tnemec Company Inc. PDS1026 Page 2 of 2 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 M I AM I BEACH Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 2 INVITATION TO BID NO. 2022-178-ND EXTERIOR REPAIR AND COATING OF PRESTRESSED CONCRETE WATER TANKS (the"ITB") April 4,2022 This Addendum to the above-referenced ITB is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. The ITB is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). The deadline for suestions has Iassed. No further suestions will be considered. 1. ITB DUE DATE AND TIME. The deadline for receipt of electronic submittals through Periscope S2G is extended until 3:00 p.m., Friday,April 22, 2022. All proposals received and time stamped through PeriscopeS2G, prior to the proposal submittal deadline shall be accepted as timely submitted. Proposals cannot be submitted after the deadline established for receipt of proposals. Hard copy proposals or proposals received electronically, either through email or facsimile, submitted prior to or after the deadline for receipt of proposals are not acceptable and will be rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. PUBLIC BID OPENING Dial-In Instructions: • Dial the Telephone Number: +1 786-636-1480 • Enter the Conference ID No: 111 188 938# To join on your computer or mobile app Click here to join the meeting A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email: Natalia Delgado 305-673-7000 ext. 26263 nataliadelgado@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Sincerely, Alex Denis Procurement Director ITB No. 2022-178-ND Addendum#2 4/4/2022 DocuSign Envelope ID:7BBE8603-9E46-407E-9FEC-731AEE5AA5B9 M I A M I B EACH Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 1 INVITATION TO BID NO. 2022-178-ND EXTERIOR REPAIR AND COATING OF PRESTRESSED CONCRETE WATER TANKS (the"ITB") March 21, 2022 This Addendum to the above-referenced ITB is issued in response to questions from prospective proposers, or other clarifications and revisions issued by the City. The ITB is amended in the following particulars only (deletions are shown by strikethrough and additions are underlined). 1. ATTACHMENTS. Exhibit A: Pre-Proposal Sign-in Sheet Exhibit B: Inspection Recommendations Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email: Natalia Delgado 305-673-7000 ext. 26263 nataliadelgado@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Sincerely, Alex Denis Procurement Director ITB No. 2022-178-ND Addendum#1 3/21/2022 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 M I A NI I B E AC H Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT A Pre-Proposal Sign-in Sheet ITB No. 2022-178-ND Addendum#1 3/21/2022 DocuSgn Envelope ID JBBEB603-9E46J07E-9FEC-731AEE5/NS89 MIAMI BEACH CITY OF MIAMI BEACH PRE-BID CONFERENCE SIGN-IN SHEET DATE: Friday,March 18,2022 TIME:3:00PM BID NO.AND TITLE:ITB 2022-178-ND EXTERIOR REPAIR AND COATING OF PRESTRESSED CONCRETE WATER TANKS NAME NATALIA DELGADO CONTRACTING OFFICER CMB NATALIADELGADO@MIAMIBEACHFL.GOV 305-673-7000 X6263 JORGE MALDONADO WATER AND SEWER SUPERINTENDENT CMB JORGEMALDONADO@MIAMIBEACHFLGOV 305-673-7625 LYSDESIR INFRASTRUCTURE DIVISION DIRECTOR CMB LYSOESIR@MIAMIBEACHFL.GOV 305-673-7083 ALEX CIASCA VP AND BUSINESS DEVELOPMENT MANAGER CROM ACIASCA@CROMCORP.COM 352-239-2741 DANNY VUSHAJ SEVEN BROTHERS PAINTING,INC. DANNY.VUSHAI@SEVENBROTHERSPAINTING.COM 586-323-7054 JESSICA FOSTER OFFICE MANAGER SOUTHLAND PAINTING CORP. JESSICA@SOUTHLANDPAINTING.COM 954-748-2770 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 tv\ I A M I B E AC H Procurement Department 1755 Meridian Ave, 3rd Floor, Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT B Inspection Recommendations ITB No. 2022-178-ND Addendum#1 3/21/2022 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Underwater Solutions Inc. City of Miami Beach 4/ 6 P.O.Box 208 1755 Meridian Avenue S ;M; Mattapoisett,MA 02739 Miami Beach,Florida 33139 508.758.6126 Tank Name: 411111 Please click here to inquire about pricing! Produced By: Water David CornishStation#1-North Reservoir Date of Inspection: 11/21/2021 Report Section Recommendation Exterior Wall Aesthetics It is our recommendation to hand/power tool dean the roof and wall surfaces showing coating fatigue(blistering,peeling)to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat, intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Wall Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spall that may require repair to prevent structural damage. Exterior Wall Structural We recommend to hand/power tool dean the roof surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. Exterior Roof Aesthetics It is our recommendation to hand/power tool dean the roof and wall surfaces showing dedined coating film thickness to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat, intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Roof Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spall that may require repair to prevent structural damage. Exterior Roof Structural We recommend to hand/power tool dean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. Interior Wall Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the wall and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stain/biofilm from these surfaces.Alternatively,we recommend washing the interior wall and component surfaces using an NSF 60 approved deaning agent to remove the stain/biofilm from these surfaces,followed by a dean water rinse to remove all cleaning residue. Interior Wall Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spall that may require repair to prevent structural damage. Interior Wall Structural We recommend that the next time this tank is removed from service and de-watered to hand/power tool dean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile and to apply a high-performance adhesive sealant to all cracks and to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to prevent moisture penetration Interior Floor Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the interior floor and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stainibiofilm from these surfaces.Alternatively,we recommend washing the interior floor and component surfaces using an NSF 60 approved cleaning agent to remove the stain/biofilm from these surfaces,followed by a dean water rinse to remove all deaning residue. Interior Piping We recommend then to hand/power tool dean the exposed surfaces of the piping showing coating fatigue/dedined thinning to bare metal to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back and to spot-coat/overcoat the areas of steel with a prime coat, intermediate coat and finish coat to halt corrosion,prevent steel fatigue and to provide good protection for the steel surfaces and components of this tank. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Underwater Solutions Inc. City of Miami Beach P.O.Box 208 S 1755 Meridian Avenue Miami Mattapoisett,MA 02739 Miami Beach,Florida 33139 508.758.6126 Tank Name: Water Station#1-South Reservoir Please click here to inquire about pricing! Produced By: David Cornish Date of Inspection: 11/20/2021 Report Section Recommendation Exterior Wall Aesthetics It is our recommendation to hand/power tool clean the roof and wall surfaces showing coating fatigue(blistering,peeling)to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat, intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Wall Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spell that may require repair to prevent structural damage. Exterior Wall Structural We recommend to hand/power tool dean the roof surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. Exterior Roof Aesthetics It is our recommendation to hand/power tool clean the roof and wall surfaces showing declined coating film thickness to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat, intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Roof Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spall that may require repair to prevent structural damage. Exterior Roof Structural We recommend to hand/power tool dean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. Interior Wall Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the wall and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stain/biofilm from these surfaces.Alternatively,we recommend washing the interior wall and component surfaces using an NSF 60 approved cleaning agent to remove the stain/biofilm from these surfaces,followed by a dean water rinse to remove all cleaning residue. Interior Wall Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spell that may require repair to prevent structural damage. Interior Wall Structural We recommend that the next time this tank is removed from service and de-watered to hand/power tool clean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile and to apply a high-performance adhesive sealant to all cracks and to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to prevent moisture penetration Interior Wall Structural It is our recommendation that the next time this tank is removed from service and de-watered to hand/power tool dean the concrete showing spall of the concrete to remove any and all loose concrete and to resurface these spells with a single component concrete re-surfacing product and then to spot-coat the re-surfaced spells with two coats of a masonry waterproofing coating in an effort to prevent further spell of the concrete,preventing exposure of the reinforcement steel and the potential for leakage. Interior Floor Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the interior floor and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stain/biofilm from these surfaces.Altematively,we recommend washing the interior floor and component surfaces using an NSF 60 approved cleaning agent to remove the stain/biofilm from these surfaces,followed by a clean water rinse to remove all cleaning residue. Interior Piping We recommend then to hand/power tool dean the exposed surfaces of the piping showing coating fatigue/dedined thinning to bare metal to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back and to spot-coat/overcoat the areas of steel with a prime coat, intermediate coat and finish coat to halt corrosion,prevent steel fatigue and to provide good protection for the steel surfaces and components of this tank. Overhead Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the interior overhead surfaces at 3,500 P.S.I.using an oscillating tip to remove the soiling from these surfaces.Alternatively,we recommend washing the interior overhead surfaces using an NSF 60 approved cleaning agent to remove the soiling from these surfaces,followed by a clean water rinse to remove all cleaning residue. Overhead Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spell that may require repair to prevent structural damage. Overhead Structural We recommend to hand/power tool clean the overhead surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Underwater Solutions Inc. City of Miami Beach P.O.Box 208 Miami175 Beachn, Avenue S Mattapoisett,MA 02739 Beach,Florida 33139 508.758.6126 Tank Name: Stao2 Please click here to inquire about pricing! Produced By: DavidWater Cornishti # -North Reservoir Date of Inspection: 11/19/2021n Report Section Recommendation Guarded Facility We recommend removing the overgrown vegetation from this fence to avoid further damage to the fence. Guarded Facility We recommend repairing/replacing the existing fence in an effort to enhance deterrence of unauthorized access to this structure. Exterior Wall Aesthetics It is our recommendation to hand/power tool dean the roof and wall surfaces showing dedine film thickness to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat,intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Roof Aesthetics We recommend to pressure-wash the roof dome surfaces at 3,500 P.S.I.using a 40°tip and an environmentally approved deaning agent,followed by as dean water rinse to remove the accumulated mildew from these surfaces in an effort to preserve the adhesion value of the protective coating Exterior Roof Aesthetics It is our recommendation to hand/power tool dean the roof and wall surfaces showing dedined coating film thickness to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat, intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Roof Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spall that may require repair to prevent structural damage. Exterior Roof Structural We recommend to hand/power tool dean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. Overflow We recommend to remove and discard the existing screens that had holes and to install a replacement,non-corrodible metal screen having 24-mesh on each overflow structure in an effort to prevent contaminates from accessing the interior of the tank Vent We recommend to remove and discard the existing screen that had a tear and to install a replacement,non-corrodible metal screen having 24-mesh on this vent structure in an effort to prevent contaminates from accessing the interior of the tank Interior Wall Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the wall and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stain/biofilm from these surfaces.Altematively,we recommend washing the interior wall and component surfaces using an NSF 60 approved deaning agent to remove the stain/biofilm from these surfaces,followed by a dean water rinse to remove all deaning residue. Interior Wall Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spell that may require repair to prevent structural damage. Interior Wall Structural We recommend that the next time this tank is removed from service and de-watered to hand/power tool dean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile and to apply a high-performance adhesive sealant to all cracks and to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to prevent moisture penetration Interior Floor Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the interior floor and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stain/biofilm from these surfaces.Altematively,we recommend washing the interior floor and component surfaces using an NSF 60 approved cleaning agent to remove the stain/biofilm from these surfaces,followed by a dean water rinse to remove all deaning residue. Interior Piping We recommend then to hand/power tool dean the exposed surfaces of the piping showing coating fatigue/dedined thinning to bare metal to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back and to spot-coat/overcoat the areas of steel with a prime coat, intermediate coat and finish coat to halt corrosion,prevent steel fatigue and to provide good protection for the steel surfaces and components of this tank. Overhead Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spell that may require repair to prevent structural damage. Overhead Structural We recommend to hand/power tool dean the overhead surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Underwater Solutions Inc. City of Miami Beach AP.O.Box 208 175 ch Avenue Florida SM Mattapoisett,MA 02739 Miami Beach, lorid 33139 508.758.6126 Tank Name: t Please click here to inquire about pricing! Produced By: DavidWater Cornish#2-South Reservoir Date of Inspection: 11/18/2021Staion Report Section Recommendation Guarded Facility We recommend repairing/replacing the existing fence in an effort to enhance deterrence of unauthorized access to this structure. Exterior Wall Aesthetics We recommend to pressure-wash the wall surfaces at 3,500 P.S.I.using a 40°tip and an environmentally approved cleaning agent,followed by as dean water rinse to remove the accumulated mildew from these surfaces in an effort to preserve the adhesion value of the protective coating Exterior Wall Aesthetics It is our recommendation to hand/power tool dean the roof and wall surfaces showing declined film thickness to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat, intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Wall Structural It is our recommendation to hand/power tool dean the concrete showing spell of the concrete to remove any and all loose concrete and to resurface these spells with a single component concrete re-surfacing product and then to spot-coat the re-surfaced spells with two coats of a masonry waterproofing coating in an effort to prevent further spell of the concrete,preventing exposure of the reinforcement steel and the potential for leakage. Exterior Roof Aesthetics We recommend to pressure-wash the roof surfaces at 3,500 P.S.I.using a 40°tip and an environmentally approved cleaning agent,followed by as dean water rinse to remove the accumulated mildew from these surfaces in an effort to preserve the adhesion value of the protective coating Exterior Roof Aesthetics It is our recommendation to hand/power tool dean the roof and wall surfaces showing declined coating film thickness to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to spot-coat these areas of coating fatigue with a prime coat. intermediate coat and finish coat in an effort to provide good protection for the concrete. Exterior Roof Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spell that may require repair to prevent structural damage. Exterior Roof Structural We recommend to hand/power tool dean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back tight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. Overflow We recommend to remove and discard the existing screens that had holes and to install a replacement,non-corrodible metal screen having 24-mesh on each overflow structure in an effort to prevent contaminates from accessing the interior of the tank Interior Wall Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the wall and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stain/biofilm from these surfaces.Alternatively,we recommend washing the interior wall and component surfaces using an NSF 60 approved cleaning agent to remove the stain/biofilm from these surfaces,followed by a dean water rinse to remove all cleaning residue. Interior Wall Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spall that may require repair to prevent structural damage. Interior Wall Structural We recommend that the next time this tank is removed from service and de-watered to hand/power tool clean the wall surfaces showing cracks to bare concrete to achieve a uniform anchor profile and to apply a high-performance adhesive sealant to all cracks and to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to prevent moisture penetration Interior Wall Structural It is our recommendation that the next time this tank is removed from service and de-watered to hand/power tool dean the concrete showing spell of the concrete to remove any and all loose concrete and to resurface these spells with a single component concrete re-surfacing product and then to spot-coat the re-surfaced spells with two coats of a masonry waterproofing coating in an effort to prevent further spell of the concrete,preventing exposure of the reinforcement steel and the potential for leakage. Interior Floor Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the interior floor and components surfaces within this tank at 3,500 P.S.I.using an oscillating tip to remove the stain/biofilm from these surfaces.Alternatively,we recommend washing the interior floor and component surfaces using an NSF 60 approved cleaning agent to remove the stain/biofilm from these surfaces,followed by a dean water rinse to remove all cleaning residue. Interior Piping We recommend then to hand/power tool clean the exposed surfaces of the piping showing coating fatigue/declined thinning to bare metal to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back and to spot-coat/overcoat the areas of steel with a prime coat, intermediate coat and finish coat to halt corrosion,prevent steel fatigue and to provide good protection for the steel surfaces and components of this tank. Overhead Aesthetics We recommend that the next time this tank is removed from service and de-watered to pressure-wash the interior overhead surfaces at 3,500 P.S.I.using an oscillating tip to remove the soiling from these surfaces.Alternatively,we recommend washing the interior overhead surfaces using an NSF 60 approved cleaning agent to remove the soiling from these surfaces,followed by a dean water rinse to remove all cleaning residue. Overhead Structural We recommend monitoring these cracks through future inspections for early detection of possible concrete spell that may require repair to prevent structural damage. Overhead Structural We recommend to hand/power tool clean the overhead surfaces showing cracks to bare concrete to achieve a uniform anchor profile,ensuring all lifted edges of the coating are feathered back fight and to seal all cracks with a high-performance adhesive sealant and then to apply two coats of a masonry waterproofing coating to the sealed cracks in an effort to seal the cracks and prevent moisture penetration. 1 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ATTACHMENT C CONSULTANTS RESPONSE - PROPOSAL DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 DIVISION OF CORPORATIONS imockr uj .�-its/91 .org �'�P.PCj ��•� r����r an offirla!State of Florida wrhsitr impartment of State / Division of Corporations / Search Records / Search by FEI/EIN Number / Detail by FEI/EIN Number Florida Limited Liability Company RAZORBACK LLC Filing Information Document Number L08000089307 FEI/EIN Number 26-3447303 Date Filed 09/18/2008 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 02/22/2011 Principal Address 177 Anclote Road TARPON SPRINGS, FL 34689 Changed: 02/08/2021 Mailing Address 177 Anclote Road TARPON SPRINGS, FL 34689 Changed: 02/08/2021 Registered Agent Name&Address HOULLIS, ANTHONY M 276 KNOLLWOOD ROAD TARPON SPRINGS, FL 34688 Authorized Person(s) Detail Name&Address Title MGRM HOULLIS, ANTHONY M 276 KNOLLWOOD ROAD TARPON SPRINGS, FL 34688 Annual Reports Report Year Filed Date 2020 01/21/2020 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 2021 02/08/2021 2022 01/26/2022 Document Images 01/26/2022--ANNUAL REPORT View image in PDF format 02/08/2021 --ANNUAL REPORT View image in PDF format 01/21/2020--ANNUAL REPORT View image in PDF format 02/21/2019--ANNUAL REPORT View image in PDF format 01/15/2018--ANNUAL REPORT View image in PDF format 04/05/2017--ANNUAL REPORT View image in PDF format 02/01/2016--ANNUAL REPORT View image in PDF format 01/11/2015--ANNUAL REPORT View image in PDF format 01/16/2014--ANNUAL REPORT View image in PDF format 01/18/2013--ANNUAL REPORT View image in PDF format 01/05/2012--ANNUAL REPORT View image in PDF format 02/22/2011—REINSTATEMENT View image in PDF format 03/04/2009--ANNUAL REPORT View image in PDF format 09/18/2008--Florida Limited Liability View image in PDF format I10 ..a SO, I),eio)clIThrE:aecus BID SUBMITTAL QUESTIONNAIRE—CONSTRUCTION DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 SEC fiON 1 -tioU(;ER IFICATION This certification/questionnaire is REQUIRED and must be fully completed and submitted electronically. Solicitation No: Solicitation Title: 2022-178-ND Exterior Repair and Coating of Prestressed Concrete Water Tanks BIDDER'S NAME.Razorback LLC NO.OF YEARS IN BUSINESS:13.5 NO.OF YEARS IN BUSINESS LOCALLY.13.5 Na OF EMPLOYEES.30 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS: BIDDER PRIMARY ADDRESS(HEADQUARTERS):177 Anclota Rood CITY.Tarpon Springs STATE:Florida ZIP CODE 34889 TELEPHONE NO.'.727-97/-9500 TOLL FREE Na. FAX NO BIDDER LOCAL ADDRESS: CITY. STATE: ZIP CODE. PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:Anthony Hound ACCOUNT REP TELEPHONE NO 727 5 09-9 500 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL:anthonyarazorbackllccom FEDERAL TAX IDENTIFICATION NO.:25-341-7303 By virtue of submitting a bid,bidder agrees:a)to complete and unconditional acceptance of the terms and conditions of this document,inclusive of this solicitation,all specifications,attachments,exhibits and appendices and the contents of any Addenda released hereto;b)to be bound,at a minimum,to any and all specifications,terms and conditions contained herein or Addenda;c)that the bidder has not divulged, discussed,or compared the proposal with other bidders and has not colluded with any other bidder or party to any other bid;d)that bidder acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws;e)the bidder agrees if this bid is accepted,to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the bidder and the City of Miami Beach,Florida,for the performance of all requirements to which the bid pertains;and f)that all responses,data and information contained in the bid submittal are true and accurate. The individual named below affirms that s/he:is a principal of the applicant duly authorized to execute this questionnaire,and that the contents of said document(s)are complete,true,and correct to the best of his/her knowledge and belief. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Anthony Houllis Representative: MGRM SECTION 2-ACKNOWLEDGEMENT OF ADDENDUM After issuance of solicitation, the City may release one or more addendum to the solicitation, which may provide additional information to bidders or alter solicitation requirements. The City will strive to reach every bidder having received solicitation through the City's e-procurement system. However, bidders are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation. This Acknowledgement of Addendum section certifies that the bidder 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. Enter Initial to Enter Initial to Enter Initial to Confirm Confirm Confirm Receipt Receipt Receipt AH Addendum 1 Addendum 6 Addendum 11 AH Addendum 2 Addendum 7 Addendum 12 AH Addendum 3 Addendum 8 Addendum 13 Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 gal confirmation o SECTION 3-QUESTIONNAIRE DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 1. Provide the names of each owner(stockholder, sole proprietor, and partner), director, or officer of the company,below. Submit additional names on a separate sheet if required. Owner Ownership percentage ectorshiplOtticetype Anthony Houllis 100% MGRM 2.Provide at least three(3)references of work similar in size and nature as the work referenced in solicitation. Project No. 2022-178-ND Project Title Exterior Repair and Coating of Prestressed Concrete Water Tanks Reference No.1 Firm Name:City of St.Petersburg Contact Individual Name and Title:Robert Sparks-Plant Maintenance Coordinator Address:PO Box 2842,St.Petersburg,FL 33731 Telephone:727-201-6706 Contact's Email:robert.sparks@stpete.org Narrative on Scope of Services Provided: The project consisted of repairing and coating an S million gallon and a 10 million gallon reclaimed water prestressed concrete ground storage tanks designed and constructed by the Crom Corporation.The scope encompassed the surface preparation and coating application of the exterior roof and walls of the tanks and all appurtenances. a OSurface preparation of the walls and domes of the tanks included: o Concrete patching and caulking o Removal of all chalk,dirt,dust,loose coatings,mold,mildew,and other soluble contaminants through high-pressure water cleaning at a minimum PSI of 3,500 on all exterior surfaces. o Areas of existing concrete damage or spalling were repaired to match the tank walls and dome level before coating application. o Hairline cracks were filled by brushing one coat of Tnemec Series 156 Enviro-crete. S §Large cracks were filled with high-grade acrylic caulk. a !Structures were placed in containment to control the debris created through the preparation of the tank's surface. a t?Excavation to the top of the tank footings was performed,followed by backfilling once work was complete. a !Stripe coat and roller application of 1st coat of paint. o WI was made to match the DFT of coated tank walls and domes. i §All coating products were Tnemec Materials. a 0 Clean-up of the site and restoration to prior working conditions were performed as part of demobilization. a DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 teference No.2 Firm Name:City of West Palm Beach Contact Individual Name and Title:Sandra Feliciano-WTP Operations Coordinator Address:1009 Banyan Blvd.,West Palm Beach,FL 33401 Telephone:(561)718-7900 Contact's Email:sfeliciano@wpb.org Narrative on Scope of Services Provided: The term agreement included the surface preparation and coating application of both steel and prestressed concrete tanks utilizing Tnemec Series 1026.The following services were performed: a 0 Cleaning and disinfecting of storage tanks a 0 Structural tank Repairs a 0 Interior and Exterior repairs a 0 Interior surface repair and replacement. In the performance of services,9 tanks of varying sizes received repair,coating,and cleaning services: a !One three million gallons storage tank o Cleaning and disinfection of tank surfaces o Replaced FRP floor mount angles with SS o Repaired the Baffle curtain,and hardware o Replaced the cable o Repaired the dome Telemetry o Dome Grouting of Voids o Interior Surface Repair and Replacement o Interior piping:72a ,60a effluent,and 36a influent o Sandblasting to remove coatings o Application of coating system Tnemec Series N140 Pota-Pox:2 coats a f One Five million gallons storage tank o Cleaning and disinfection of tank surfaces o Replaced FRP floor mount angles with SS -Baffle Curtain Repairs o Dome Telemetry Repair a !One two million gallons tank o Cleaning and disinfection of tank o Tank Structural Repairs o Tank Interior and Exterior Repairs o Interior Surfaces Repair and Replacement a 0 One ten thousand gallons hydro-pneumatic tank o Cleaning and Disinfection of tank o Structural tank repairs o Interior surface repairs o Exterior repairs o Interior surface replacement a f One Two million gallons tank o Cleaning and disinfection of tank o Tank Structural Repairs o Tank Exterior Repairs o Interior Surface repairs o Interior surface replacement a E One two million gallons tank o Cleaning and Disinfection of tank surfaces o Tank Structures Repair o Exterior tank repairs o Interior tank surface repairs o Interior tank replacements a 0 One three million gallons tank o Cleaning and disinfection of tank surfaces o Structural tank repairs o Tank exterior repairs o Interior surface repairs and replacement a ¢One,one million gallons tank o Cleaning and Disinfection of tank surfaces o Structural Tank Repairs o Exterior tank repairs o Interior tank surface repair and replacement a ♦E One two million gallons tank o Cleaning and disinfection of tank surfaces o Structural Tank Repairs o Exterior Tank repairs o Interior tank surface repair and replacement Reference No.3 Firm Name:City of Plantation Contact Individual Name and Title:Brett Miller-Plant Manager Ac DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Telephone:954-326-7634 Contact's Email:BMiller@plantation.org Narrative on Scope of Services Provided: The work for this project involved providing all labor,materials,tools,testing,supervision,and equipment necessary for the surface preparation and application of a Tnemec coating system to the Citya s Water Treatment Plant Buildings,Tanks,Exterior piping,and Equipment located at the East Water Treatment Plant,Central Water Treatment Plant,and Regional Wastewater Treatment Plants. Surfaces included structural steel,concrete,ceilings,walls,floors,doors,frames,transoms,roof fans,construction signs,guardrails,posts,fittings,valves,tanks,equipment,and miscellaneous metals.Services required to perform the work included high-pressure washing,abrasive blasting,urethane crack injection,and spot priming and painting. The scope included surface preparation and painting of two(2)1MG Ground Storage Tanks,one(1)3MG Ground Storage Tank,one(1)3.5 MG Ground Storage Tank,four(4) Diesel Tanks and associated piping,three(3)Primary Clarifier Walls,an Odor Control System,the Aeration Basin Exterior,Bulk Storage'Tank with associated Piping,four(4) Secondary Clarifier Walls,Gate Frames and Miscellaneous Equipment,Deep Well Pump Station,Reuse Pressure Tanks with associated Piping,two(2)Emergency Storage Tanks, High Service&Transfer Pumps,Pump Room Interior Walls with associated Piping,Piston Pumps,Exterior of three(3)Administration Buildings,two(2)Membrane Buildings, two (2)Chlorine Buildings, EOC Building, Prelim Building with Associated Piping and Substrates, Electrical Building, Concentrate Bypass Building, Pump House, three(3) Chlorine Contact Chambers and Associated Buildings,Boiler Room Building,Associated Gas and Sludge Lines for Digestors,Digester Tank Exterior Walls,Degasifier Towers and Associated Ducts and Piping,Transfer Pumps and Piping,two(2)Bulk Chemical Storage Tanks,Deep Well Piping,Master Station Pumps and Piping,Plant Maintenance Building and Shed,Inventory Building,Main Generator Building,Interior of Perimeter Plant Walls and various small equipment. Additional Reference Firm Name: National Park Service Contact Individual Name and Title William Vazquez-Contracting Officer Address:40001 SR 9336,Homestead,FL 33034 Telephone:305-242-7793 Contact's Email:william_vazquez@nps.gov Narrative on Scope of Services Provided: The Rehabilitation of the Flamingo Wastewater Treatment Plant in the Everglades National Park in Florida included all labor,materials,and equipment being transported to a remote location.The Flamingo Wastewater Treatment Plant is located 38 miles southwest of the Main Everglades National Park Entrance.The Flamingo job site had various environmental and logistical challenges associated with the work. Environmental Procedures called for a thorough Erosion Control and Waste Management Plan to ensure containment of the job site and all related materials while eliminating any potential pollution to the surrounding area. Razorback LLC took additional steps while working in environmentally sensitive areas to ensure that all construction material,equipment,personnel,and job-related tools were cleaned and checked for foreign material before arriving on-site,which ensured the surrounding environment was free of any non-native invasive species.By implementing appropriate engineering controls and measures as required by our Environmental Protection Plan and project specifications,we did minimize the impact of these hazards.As an added environmental control measure,Razorback LLC ensured our presence in the natural habitat of endangered animals went unnoticed. The work performed under this contract presented a unique set of potential hazards to all personnel involved in the execution of work-related tasks.To ensure compliance with all applicable Federal,State,and Local rules and regulations,Razorback LLC strictly followed a Site-Specific Accident Prevention Plan.This Accident Prevention Plan intends to eliminate any potential hazards while maintaining a safe and hazard-free work environment.A Fall Protection Plan was applied to any situation with potential exposure to a fall from a height of 6ft or greater, including working from a fixed or portable ladder,working on top of the tank,and any leading-edge work. In addition to these procedures, Razorback LLC created a strict Confined Space and Ventilation Plan for whenever field personnel is performing work in areas of limited openings for entry,areas with a lack of sufficient oxygen,or contact with any toxic materials.In all aspects of work that we perform,Safety is of utmost importance. Due to the complexity of specific job-related tasks,the work needed to be completed in phases to maintain the facility's operations throughout the construction process.To ensure minimal impact to plant operations,the installation of various components was coordinated with Plant Operations to maximize accessibility for required maintenance,service,and repair while maintaining overall Plant functions. The magnitude of repairs needed for the Jet Aeration system was unknown at the time of bidding,and the extent of service could not be determined until the tank was emptied for the completion of work.Our trade knowledge,combined with a thorough understanding of project needs,ensured the best results when a portion of the installation required coordination with other project components.The Aeration Tank created logistical issues for the interior rehabilitation process due to limited interior access with an opening of 18a .Due to limited access to the tank,an access hatch was cut to allow on-site personnel to access the interior work areas.Following the work,Razorback 1,I.0 salvaged the removed steel and welded the edges to the tank,recreating a seamless connection. The following services were performed: a 0 Selective Demolition a 0 Sludge Removal a 0 Structural Steel Repairs o Membrane bioreactor tank(MBR) o Membrane Treatment Tank a t Sandblasting of interior and exterior walls of o MBR tank o Membrane Treatment Tank o Aeration Tank o Anoxic Zone a E Repair of steel piping a !Concrete form and pour a 0 Installation of a sluice gate and actuators a 0 Replacement of process valves and flow systems a 0 Addition of two Aerobic Paddle Mixers a 0 Repairs to Jet Air System a t Purchase of Spare Membranes Interior surfaces of the MBR,membrane treatment tank,and aeration tanks were blast cleaned at an SSPC-SP10,while the exterior surfaces of the tanks were blast cleaned to an SSPC-SP6.Once the surfaces were properly prepared,the application of 3 coats of Tnemec coating series was performed for the interior and exterior surfaces of the tanks and the anoxic zone.All associated piping to the MBR tank system was also prepped and coated. Structural improvements included the fabrication of a new aluminum staircase for the aeration tank,the replacement of the grating for the walkway over the MBR tank,and the in!DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731 AEE5AA5B9 MS of the MBR tank walls were repaired utilizing two methods; for the smaller compromised sections,the areas were patched with Series 215 Surfacing Epoxy to repair the voids and pits.The larger compromised sections were completely removed and replaced with welded steel plating to renew the structural stability of the tank.New covers,access hatches,sluice gates,actuators,frames,beams,and both manholes and catch basins were installed. The electrical improvements performed consisted of the entire electrical distribution system for the Flamingo WWTP. The installation of the feeder power system and all connections to the motors and the instrumentation and wiring systems.The conduits and electrical wiring were replaced along with the air conditioning system panela "the installation of new magnetic flow meters and all bonding and grounding that were necessary.And once the final installation was complete,the new system was then integrated with the existing control panel. Testing was performed under the direction of the manufacturer factory representative and in the presence of the Engineer once the sluice gate installation was complete.There functional operation of the systems and components was performed to ensure all equipment conformed to the Project Specifications.The field tests performed included all the equipment associated with the gates.A field leakage test was performed by the Government after the manufacturer was provided proper notification,providing enough time for him to have a representative attend the testing.The leakage test was performed once all adjustments were made and the mechanisms were properly lubricated.Each gate slide was run through one complete cycle as a final check on proper operation.The seating and unseating heads were measured from the top surface of the water to the center of the gate. Underneath the design seating head,the leakage did not exceed.1GPM per foot of seating perimeter;for heads of 20 feet or less,the leakage did not exceed.2 GPM per foot. 3. Has the applicant company's construction license(s)been revoked during the last five(5)years? YES ei NO If yes,why? 4. Have any owners,directors,officers,or agents of the applicant company had a I i cense revoked during the last five(5)years? O YES NO If yes,why? 5.Is the applicant company currently barred by a governmental agency,from bidding work as a prime or subcontractor? YES NO If yes,state debarment period and the reason(s)for debarment? 6.Has a surety completed, or paid for completion,of a project on behalf of the applicant company,within the last five(5)years? YES NO If yes,why? 7. Has the applicant company or any of its owners, directors, officers, or agents been convicted of a crime or had a claim that was filed in a court and mediated or arbitrated during the last five(5)years? YES NO If yes,why? 6. Is an affiliate of the applicant company prequalified by the City of Miami Beach to bid on construction work? -1 YES NO If yes,state the name of the affiliate? 9. Is the applicant company a parent,subsidiary,or holding company for another construction company? YES NO If the answer is"yes,"identify the company and type of relationship(s),below: • • 10. Is an owner,director,officer,or agent of the applicant company affiliated with another company? YES NO If the answer is"yes,"provide the following information for each individual and the affiliated company. Period of _'� iliatic Individual's name Affiliated company's r' officer,dirertnr owner or ion 11.Is the applicant company currently the debtor in a bankruptcy case or file for bankruptcy during the last five(5)years? YES NO If yes,explain and attach,as applicable, the relevant case and court documents,including(but not limited to):the original petition,including the case number and the date that the petition was filed; a copy of the bankruptcy court's discharge order, and any other document that ended the case, if no discharge order was issued. 12.Has any owner, director, officer, or agent for the applicant company, or has any business organization in which any such person was an owner, director, officer, or DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ? YES NO If yes,explain and attach a copy of the discharge order,order confirming plan and if a Corporate Chapter 7 case,a copy of the notice of commencement. 13.Has any owner,director,officer,or agent of the applicant company owned or managed a construction company under any other name in the last five(5)years? EJ YES NO If yes,explain. 14.Has the applicant company been assessed or paid liquidated damages on any project during the past five(5)years,whether the project was publicly or privately owned? YES Q NO If yes,explain. 15.Are there currently any liens, suits, or judgments of record pending against any owner, director, officer, or agent for the company that is related to construction activities of a business organization? YES NO If yes,explain. 16.Has the applicant company or any of its owners,officers, or partners ever been convicted(criminal)or found liable (civil) for making either a false claim or material misrepresentation to any public agency or entity? YES NO If yes,explain. 17.Has the applicant company or any of its owners, officers, or partners ever been convicted of any a federal or state crime? YES NO If yes,explain. 18.Is any officer,director,employee or agent,or immediate family member(spouse,parent,sibling,and child)of any officer,director,employee or agent,an employee of the City of Miami Beach? YES NO If yes,state name,title and share of ownership Share, 19. Has the applicant,or any officer,director,employee or agent,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? YES NO If yes,list name(first and last name)of individuals,occupation,amount and date: and Last Name 1 2 3 4 5 6 7 8 9 20. 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.Does the applicant agree to be comply with this prohibition? YES NO 21 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 s)(certified by the State of Florida Department of Management Services or a service-disabled veteran business enterprise(certified by the United States Department of Veterans Affairs). YES NO n Agency 22.Equal Benefits for Employees with Spouses and Employees with Domestic Partners.Purchases hereunder are subject to the requirements of Equal Benefits for Domestic Partners Ordinance 2005-3494 that requires suppliers with more than 51 employees and City volume greater than$100,000 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 supplier who works 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 the applicant 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 t 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. Firm Provides for I; Firm Provides for Empi, with D .stic Partm 1,does not Provide Benet Health x Sick Leave x Family Medical Leave x Bereavement Leave x 23.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 the purchase of goods or services sourced in North Carolina and Mississippi. Are any of the products for which the applicant is seeking to be prequalified sourced in North Carolina or Mississippi? O YES NO If yes,explain. 24.Financial Capacity.When requested by the City,each bidder shall arrange for Dun&Bradstreet to submit a Supplier Qualification Report(SQR)directly to the City.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 bidder.The bidder shall request the SQR report from D&B at: https:llsupplierportal.dnb.comlwebappiwcslstoreslservlet/SupplierPortal?storeldr11696 Bidders are responsible for the accuracy of the information contained in its SQR.It is highly recommended that each bidder 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. At time of request,bidder shall request that Dun&Bradstreet submit its Supplier Qualifier Report directly to the City,with bid or within three(3)days of request. 24. Byrd Anti-Lobbying Amendment Certification Form;APPENDIX A,44 C.F.R.PART 18 CERTIFICATION REGARDING LOBBYING:Certification for Contracts,Grants,Loans,and Cooperative Agreements The undersigned Contractor certifies,to the best of his or her knowledge,that: 1.No Federal appropriated funds have been paid or will be paid,by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of an agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any Federal contract,the making of any Federal grant,the making of any Federal loan,the entering into of any cooperative agreement,and the extension,continuation,renewal,amendment,or modification of any Federal contract,grant,loan,or cooperative agreement. 2.If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress,an officer or employee of Congress,or an employee of a Member of Congress in connection with this Federal contract,grant,loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL,"Disclosure Form to Report Lobbying,"in accordance with its instructions. 3.The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers(including subcontracts,subgrants,and contracts under grants,loans,and cooperative agreements)and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into.Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31,U.S.C.§1352(as amended by the Lobbying Disclosure Act of 1995).Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than$100,000 for each such failure.The undersigned Contractor certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure,if any.In addition,the Contractor understands and agrees that the provisions of 31 U.S.C.§3801 et seq.,apply to this certification and disclosure,if any. By virtue of submitting bid,bidder certifies or affirms its compliance with the Byrd Anti-Lobbying Amendment Certification. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Anthony Houllis Representative: MGRM L I DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731 AEE5AA5B9 25.Suspension And Debarment Certification The Contractor acknowledges that: (1)This Contract is a covered transaction for purposes of 2 C.F.R.pt, 180 and 2 C.F.R.pt.3000.As such the contractor is required to verify that none of the Contractor,its principals(defined at 2 C.F.R.§ 180.995),or its affiliates(defined at 2 C.F.R.§180.905)are excluded(defined at 2 C.F.R.§180.940)or disqualified(defined at 2 C.F.R.§180.935). (2)The Contractor must comply with 2 C.F.R.pt.180,subpart C and 2 C.F.R.pt.3000,subpart C and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. (3)This certification is a material representation of fact relied upon by the City.If it is later determined that the Contractor did not comply with 2 C.F.R.pt.180,subpart C and 2 C.F.R.pt.3000,subpart C,in addition to remedies available to the City,the Federal Government may pursue available remedies,including but not limited to suspension and/or debarment. (4)The Contractor agrees to comply with the requirements of 2 C.F.R.pt.180,subpart C and 2 C.F.R.pt.3000,subpart C while this offer is valid and throughout the period of any contract that may arise from this offer.The Contractor further agrees to include a provision requiring such compliance in its lower tier covered transactions." By virtue of submitting bid,bidder certifies or affirms its compliance with the Suspension and Debarment Certification. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Anthony Houllis Representative: MGRM CONTINUED ON THE FOLLOWING PAGE. 26.DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Subcontractor Work to be completed %of Work to be performed Name: Tel: Email: Name: _ Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: Name: Tel: Email: DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 infoerazorbackllc.corn razorbackllc.corn TAB 1 : Minimum Qualification and Submittal Requirements DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK LLC NO LIMIT (727) 938-9500 infoerazorbacklIc.com razorbackllc.com Table of Contents TAB 1: Minimum Qualification and Submittal Requirements 1 Razorback LLC Project Experience References 3 10 and 8 Million Gallon Reclaimed Water Storage Tanks Painting 3 Master Water Storage Tank Cleaning and Repair Services 5 Surface Preparation and Coating Systems for City's Water and Wastewater Treatment Plant....7 Buildings 7 Rehabilitate Everglades Flamingo Wastewater Treatment Plant 9 Razorback LLC Licenses & Certifications 11 Razorback LLC Business Registration 22 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Rood Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 info.razorbackllc.com razorbackllc.com Razorback LLC Project Experience References 1. 10 and 8 Million Gallon Reclaimed Water Storage Tanks Painting Project Owner City of St. Petersburg Owner Address P.O. box 2842, St. Petersburg, Fl 33731 Project Contact Name Robert Sparks Project Contact Email Robert.sparks@stpete.org Project Contact Number 727-201-6706 Project Address 1160 62nd Avenue NE., St. Petersburg, FL 33702 Contract Number Project No. 15819 Contract Amount $283,000.00 Contract Completion Date 04/08/2018 Scope of Work: The project consisted of the repair and coating of an 8 million gallon and a 10 million gallon reclaimed water prestressed concrete ground storage tanks designed and constructed by the Crom Corporation.The scope encompassed the surface preparation and coating application of the exterior roof and walls of the tanks as well as all appurtenances. • Surface preparation of the walls and domes of the tanks included: O Concrete patching and caulking O Removal of all chalk, dirt, dust, loose coatings, mold, mildew, and other soluble contaminants through high-pressure water cleaning at a minimum PSI of 3,500 on all exterior surfaces. O Areas of existing concrete damage or spalling were repaired to match the level of the tank walls and dome before coating application. O Hairline cracks were filled by brushing one coat of Tnemec Series 156 Enviro- crete. ■ Large cracks were filled with high-grade acrylic caulk. • Structures were placed in containment to control the debris created through the preparation of the surface of the tank. • Excavation to the top of the tank footings was performed followed by backfilling once work was complete. • Stripe coat and roller application of 1st coat of paint. O DFT was made to match the DFT of coated tank walls and domes. ■ All coating products were Tnemec Materials DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 infoerazorbackllc.com razorbackllc.com • Clean-up of the site and restoration to prior working conditions were performed as part of demobilization. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 info,razorbackllc.com razorbackllc.com 2. Master Water Storage Tank Cleaning and Repair Services Project Owner City of West Palm Beach Owner Address 1009 Banyan Blvd., West Palm Beach, FL 33401 Project Contact Name Sandra Feliciano Project Contact Email sfeliciano@wpb.org Project Contact Number 561-718-7900 Project Address 700 N. Australian Avenue, West Palm Beach, FL 33401 Contract Number 18-19-115 Contract Amount $104,668.66 Contract Completion Date 15t TERM Completed On: 09/01/2021, 2nd Term Started, 9/16/2021 Scope of Work: The term agreement included the surface preparation and coating application of both steel and prestressed concrete tanks utilizing Tnemec Series 1026. The following services were performed: • Cleaning and disinfecting of storage • Interior and Exterior repairs tanks • Interior surface repair and • Structural tank Repairs replacement. In the performance of services, 9 tanks of varying sizes received repair, coating, and cleaning services: • One three million gallons storage o Interior Surface Repair and tank Replacement o Cleaning and disinfection of o Interior piping: 72", 60" tank surfaces effluent,and 36" influent o Replaced FRP floor mount o Sandblasting to remove angles with SS coatings o Repaired the Baffle curtain, o Application of coating system and hardware Tnemec Series N140 Pota- o Replaced the cable Pox: 2 coats o Repaired the dome • One Five million gallons storage tank Telemetry o Cleaning and disinfection of o Dome Grouting of Voids tank surfaces DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 infoerazorbackllc.com razorbackllc.com o Replaced FRP floor mount o Cleaning and Disinfection of angles with SS tank surfaces o Baffle Curtain Repairs o Tank Structures Repair o Dome Telemetry Repair o Exterior tank repairs • One two million gallons tank o Interior tank surface repairs o Cleaning and disinfection of o Interior tank replacements tank • One three million gallons tank o Tank Structural Repairs o Cleaning and disinfection of o Tank Interior and Exterior tank surfaces Repairs o Structural tank repairs o Interior Surfaces Repair and o Tank exterior repairs Replacement o Interior surface repairs and • One ten thousand gallons hydro- replacement pneumatic tank • One, 1 million gallons tank o Cleaning and Disinfection of o Cleaning and Disinfection of tank tank surfaces o Structural tank repairs o Structural Tank Repairs o Interior surface repairs o Exterior tank repairs o Exterior repairs o Interior tank surface repair o Interior surface replacement and replacement • One Two million gallons tank • One two million gallons tank o Cleaning and disinfection of o Cleaning and disinfection of tank tank surfaces o Tank Structural Repairs o Structural Tank Repairs o Tank Exterior Repairs o Exterior Tank repairs o Interior Surface repairs o Interior tank surface repair o Interior surface replacement and replacement • One two million gallons tank DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 infoerazorbackllc.com razorbackllc.com 3. Surface Preparation and Coating Systems for City's Water and Wastewater Treatment Plant Buildings Project Owner City of Plantation Owner Address 400 NW 73rd Ave., Plantation, FL 33317 Project Contact Name Brett Miller- Plant Manager Project Contact Email BMiller@plantation.org Project Contact Number 954-326-7634 Project Address 3 WTP: Central, East, and Regional Water Treatment Plants Contract Number 044-19 Contract Amount $826,000.00 Contract Completion Date 07/03/2020 Scope of Work: The work for this project involved providing all labor, materials, tools, testing, supervision, and equipment necessary for the surface preparation and application of a Tnemec coating system to the City's Water Treatment Plant Buildings,Tanks, Exterior piping, and Equipment located at the East Water Treatment Plant, Central Water Treatment Plant, and Regional Wastewater Treatment Plants. Surfaces included structural steel, ceilings, walls, floors, doors, frames, transoms, roof fans, construction signs, guardrails, posts, fittings, valves, tanks, equipment, and miscellaneous metals. Services required to perform the work included high-pressure washing, abrasive blasting, urethane crack injection, and spot priming and painting. For surface preparation, Razorback removed oil,grease, soil, dust, etc. before painting by SSPC- SP1 as well as removing weld flux, weld splatter,and rust scale by a minimum of SSPC-SP3. High- pressure water cleaning (min. 3500 psi) was used with an oscillating tip and potable water along with cleaning detergent. Spot abrasive blast cleaning was performed to remove all rust, corrosion, and other contaminants by SSPC-SP6. Razorback also performed Abrasive blasting per SSPC SP-10. For all exterior steel, including structural, tanks, pipes, pumps, and equipment, the following coating systems were used: TNEMEC Series 1026, 1029, 1095, and 135 Chem Build DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road RAZORBACK L L C Tarpon Springs, FL 34689 NO LIMIT (727) 938-9500 infoarazorbacklIc.corn razorbackllc.com The scope included surface preparation and painting of two (2) 1MG Ground Storage Tanks, one (1) 3MG Ground Storage Tank, one (1) 3.5 MG Ground Storage Tank, four (4) Diesel Tanks and associated piping, three (3) Primary Clarifier Walls, an Odor Control System, the Aeration Basin Exterior, Bulk Storage Tank with associated Piping,four(4)Secondary Clarifier Walls,Gate Frames and Miscellaneous Equipment, Exterior of three (3)Administration Buildings, two (2) Membrane Buildings, two (2) Chlorine Buildings, Concentrate Bypass Building, Pump House, three (3) Chlorine Contact Chambers, and Associated Buildings, Boiler Room Building, Associated Gas and Sludge Lines for Digestors, Digestor Tank Exterior Walls, De-gasifier Towers,and Associated Ducts and Piping,Transfer Pumps and Piping, and more. Coating Application: Airless, brush, and roll Work in Confined Spaces:Yes Inspection and Testing: Razorback has full-time quality control inspections performed throughout every project by NACE and/or SSPC Certified Inspectors in the field. Inspections are verified by NACE and/or SSPC Certified Quality Control Managers. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 infoarazorbackllc.com razorbackllc.com 4. Rehabilitate Everglades Flamingo Wastewater Treatment Plant Project Owner National Park Service Owner Address 40001 SR 9336, Homestead, FL 33034 Project Contact Name William Vazquez Project Contact Email William vazquez@nps.gov Project Contact Number 305-242-7793 Project Address Everglades National Park Contract Number 140P542000016 Contract Amount $805,500.00 Contract Completion Date 02/12/2021 Scope of Work: The rehabilitation of the Flamingo Wastewater Treatment Plant consisted of providing all labor, materials,tools, and testing in order to perform the following services: • Surface Preparation and Coating Application: o Sandblasting o MBR Tank interior surfaces were abrasive blasted to SSPC-SP10 o Exterior MBR Tank Surfaces were abrasive blasted to SSPC-SP6 o 3, coats of Tnemec Series to all exposed surfaces of the interior and exterior of the MBR tank, Aeration tank, an anoxic zone, and associated piping. • Structural Improvements: o Installation of newly fabricated aluminum staircase for the aeration tank o Installation of a newly fabricated walkway over the MBR tank o Grouting and Anchoring Cement o Small structurally compromised sections of the MBR tank walls were either patched with Series 215 Surfacing Epoxy to repair the voids/pits. o Larger sections of corrosion were removed and replaced with steel plating o Installation of new covers, access hatches, gates,frames, beams,and both manhole and catch basin castings. o Steel Piping Repair • Electrical Improvements: o Installation of instrumentation and wiring systems o Replacement of conduits and electrical wiring o Replacement of the panel air conditioning systems o Bonding and grounding DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 info•razorbackllc.com razarbackllc.corn o Installation of new magnetic flowmeters o System integration • Selective Demolition • Sludge Removal • Structural Steel Repairs to Membrane Bioreactor Tank (MBR) • Structural Steel repairs to Membrane Treatment Tank (MTT) • Painting- o Interior and Exterior Walls ■ MBR and MTT ■ Aeration Tank and Anoxic Zone • Concrete Form and pour • Sluice Gate Installation • Actuator Installation • Process Valves and Flow System Replacement • Addition of 2 Aerobic Paddle Mixers in the Aerobic Zone • Repairs to existing jet-air system • Spare membrane Filter procurement (2) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 infoarazorbacklIc.com razorbackllc.com Razorback LLC Licenses & Certifications -DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 'OF - Ron DeSantis,Governor Halsey Beshears, Secretary F:_ _ �. Florida V. pr ... * STATE OF FLORIDA ''''' ' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 'rt11 *Viiiit THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA ATUTES w 1 • H 0 ITS, ANTHONY MICHA 0 • • �4-` t' �� RAZORBACK LLC ���� •, .' 276 KNOLLWOOD RD , 1 ARPON SPRINGS FL 34688 '�/ i. * "'r-�-•"„rapt�l+`-» a,; ,:' * ;. •' , • " •. rLICENSE NUMBER: CG 26612 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com 0 ::'.AD + . : . ti Do not alter this document in any form. . •re. l 11'•.�'� _. rp._i��, �l_ This is your license. It is unlawful for anyone other than the licensee to use this document. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 � PROVIDER ET The Society For Protective Coatings AUTHORIZED IACET Provider# 1003375 Florida Board of Professional Engineers, Provider#0004326 New York Board of Professional Engineers CERTIFICATE OF COMPLETION Anthony Houllis Has successfully passed the exam for the SSPC: The Society for Protective Coatings' Protective Coatings Inspector Program(PCI) Level 2 Recertification Your certification will be updated to a new 4-year term extending from its current expiration date in the SSPC database. Course Completion Date: November 5, 2019 Location: SSPC eCourse AL11717./s4i-E-i SSPC Executive Director Instructor: SSPC eCourse You will be emailed copies of your updated wallet card and letter within 7 days of course completion.The validity of any extended certification can be verified by visiting www.sspc.org.Please contact training icsspc.org for continued recertification support. www.sspc.org I 800Trumbull Drive, Pittsburgh, PA 15205-4366 I P:412.281.2331 T:877.281.7772 F:412.444.3591 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 eiiw SHERWIN-WILLIAMS., t Protective & Marine Coatings February 9, 2022 Anthony Houllis Razorback LLC 177 Anclote Road Tarpon Springs, Fl. 34689 (727) 938-9500 Dear Anthony, This letter will serve as certification that Razorback LLC is an approved applicator of the Sherwin-Williams Company Protective, Marine, Architectural, AW Cook Cement, General Polymers, and Control Tech Coating Systems. Razorback LLC is qualified as a warrantied contractor with Sherwin Williams products in accordance with Sherwin Williams and other Engineer's Specifications. If you have any questions or need further information, please don't hesitate to contact me. Sincerely, 7oii 1. Kreitz Todd Kreitz Territory Manager, Water&Wastewater Sherwin-Williams Company Protective &Marine Coatings Group Cell: 941-812-4508 Fax: 941-896-3449 Email: todd.kreitz(a�sherwin.com NACE Level III Certified Coatings Inspector#11119 Todd Kreitz• Protective & Marine Representative Water&Wastewater The Sherwin-Williams Company NACE Certified Coatings Inspector Level 3—Cert No. #11119 +1 (941) 812-4508 •todd.m.kreitzsherwin.com/www.sherwin-williams.com/protective DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 FLORIDA PROTECTIVE COATINGS CONSULTANTS, INC. INDEPENDENT REPRESENTATIVE OF'NFMEC COMPANYINCORPORATFD 250 WAYMONT COURT,SUITE 210 LAKE MARY, FF 32746 TEL 407.322.1243 FAX: 407.322.1245 WWW.TNEMEC.COM August 9, 2019 Razorback LLC Attn: Anthony Houllis Certificate of Applicator Approval The purpose of this letter is to address the request of Razorback LLC to be acknowledged as an approved applicator of Tnemec Protective Coatings. Razorback has demonstrated the high level of experience, quality, detail and expertise to apply Tnemec Protective Coatings. Given this level of ongoing commitment to quality workmanship, we are pleased to acknowledge Razorback as an approved applicator of Tnemec High Performance Coatings. If additional information or discussion is required please give me a call or write me an e-mail. Regards, Blake Holmes FPCCI/TNEMEC TNEMEC DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 1 III ■ ■ .74 ' 0 AL BRIDGE, -INC CERTIFICATE OF TRAINING COMPETENT PERSON • RESPIRATORY PROTECTION John Xipolitas Royal Bridge Inc. has provided training in accordance with 29 CFR 1910.134. Respiratory Protection which include the following topics: 1. Why the respirator is necessary and how improper flt, usage or maintenance can affect the performance 2. What limitations the respirator has, including cannot provide oxygen,filters are made for a specific use, etc. 3. What to do in emergencies. 4. How to inspect, put on and remove the respirator. 5. Storage and maintenance procedures. 6. How to recognize medical signs and symptoms that may limit or prevent respirator effectiveness. 7. General requirements of 29 CFR 1910.134. 8. Job tasks and work areas at project sites which will require the use of respiratory protection. 9. Fit testing. 10. Manufacturer's recommendations,procedures and inspections of respiratory protection equipment. Iiiihk 11. Respirator issued: Half-Face Air Purifying: i tr\ 000 Jill... Full-Face Air Purifying: Blast Helmet: Novflta000 PAPR: Supplied Air Respirator: . k Date: 06/24/2020 Trainers Signature._J_ _ DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Fir,...c.a.,/ ■ oUffr = Mel - ROYAL BRIDGE,-INc. CERTIFICATE OF TRAINING COMPETENT PERSON - PERMIT REQUIRED CONFINED SPACE John Xipolitas Rnyal Rririrga Inc has prnviriari training in 7Q r.FR 1Q1n 146 Permit-Required Confined Spaces which include the following topics: 1. What is a confined space-definition. 2.The difference between permit required confined space and a confined space. 3. Controls that may be used such as lockout/tagout and hot work permit. 4. Duties of attendants. 5. Duties of entrants. 6. Duties of the Entry Supervisor 7. Confined Space Permit, how and when to complete the permit 8.Atmospheretesting 9. Rescue and emergency procedures. 11111161. 10. Royal Bridge Inc.'s Permit Required Confined Space Program. Date: 06/24/2020 Trainer's Signature:----' DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 a ! gist- ROYAL BRIDGE,-INC. CERTIFICATE OF TRAINING COMPETENT PERSON - HAZARD COMMUNICATION John Xipolitas Royal Bridge Inc.has Provided training in 29 CFR 1926.59 (29 CFR 1910.1200) Hazard Communication Standard which include the following topics: . Hazards of the chemicals at job site. 2. Requirements of 29 CFR 1926.59. 3. Operations where exposure to chemicals may occur. 4. Location of Safety Data Sheets (MSDS). 5. How to read a Safety Data Sheet (SOS). 6. Where on the SOS to determine the proper personal protective clothing and emergency procedures. 7. Project Specific Hazard Communication Program and its location. 8. Proper labeling of all chemical containers. Date: 06/24/2020 Trainer's Sianature:- --- DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 A . 2( 117.4 RO AL BR1DGE1-1NC. CERTIFICATE OF TRAINING COMPETENT PERSON - FALL PROTECTION John Xipolitas Royal Bridge Inr:_ has nrnvided training in 29 CFR 1926 Subpart M Fall Protection which include the following topics: 1 . The nature of the fall hazards in the work area. 2.The correct procedure for erecting, maintaining, disassembling and inspecting the fall protection system to be used. 3. The use and operation of guardrail systems. personal fall arrest systems, safety net systems, warning line systemds, safety monitoring systems, controlled access zones and other protection to be used. 4. The roll of each employee in the safety monitoring system when used. 5. The correct procedures for the handling & storage of equipment and materials, and the creation of overhead protection. 6. The role of employees in fall protection plans. 7. Any pertinent sections of 29 CFR 1926 Subpart M. 8. The manufacturer's recommendations,procedures and inspections of fall protection equipment. 9. Fall protection equipment issued: Harness: 3M Lanyard: Rope Grab: 3M ORI Dasala 5000 338 Other: Date: 06/24/2020 Trainer's Signature: :slCs l , , ! : : DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ■ ■ ■ ROYAL BRIOGE,-1NC. CERTIFICATE OF TRAINING COMPETENT PERSON • PERSONAL PROTECTIVE EQUIPMENT John Xipolitas Royal Bridge Inc. has provided training in 29 CFR 1926 Subpart E. Personal Protective El uipment which include the following topics: 1. Requirements for personal protective clothing and equipment(PPE). 2. Limitations of PPE. 3. Royal Bridge, Inc.'s written PPE programs. 4. Hard hats, when it will be required, use, cleaning, maintenance and limitations. 5. Eye and face protection, when they will be required, use, cleaning, maintenance and limitations. 6. Hand and foot protection, when they will be required, use, cleaning, maintenance and limitations. ?. Fall protection equipment, when they will be required, use, cleaning, maintenance and limitations. 8. Working over water, when U.S. Coast Guard approved life jackets will be used, ring buoys and rescue boat 9. How to inspect PPE and when to tum damaged PPE in to foreman or competent person. Date: 06/24/2020 Trainer's Signature: f===---- DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 llllll� ' I rae ROYAL BRIDGE1 -II\c. CERTIFICATE OF TRAINING COMPETENT PERSON - SCAFFOLDS John Xipolitas Royal Bridae Inc. has provided training in 29 CFR 1926 Subpart L Scaffolds which include the following topics 1 . Electrical Hazards 2. Fall Hazards 3. Falling Object Hazards 4. Proper Use of the Scaffold 5.Proper Handling of Materials on the Scaffold 6. Maximum Intended Load 7. Load Carrying Capacity 8. Inspection of Scaffolds 9. Procedure for Handling Damaged Scaffold Components 10. Requirement for Creating and Dismantling Scaffolds 11111 11. Platforms Used On Bridges and Their Hazards 12. Site Specific Scaffolds Used on This Project Include: A Bisomac Swing Stage 13. Rigging B. Basket Stage 14. Suspended Access C. Water Tower Access Stage Date: 06/24/2020 Trainers Signature: 'AJ Itl DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 177 Anclote Road Tarpon Springs, FL 34689 RAZORBACK L L C NO LIMIT (727) 938-9500 info.razorbackllc.com razorbackllc.com Razorback LLC Business Registration DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 State of Florida Department of State I certify from the records of this office that RAZORBACK LLC is a limited liability company organized under the laws of the State of Florida, filed on September 18, 2008. The document number of this limited liability company is L08000089307. I further certify that said limited liability company has paid all fees due this office through December 31, 2021, that its most recent annual report was filed on February 8, 2021, and that its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Nineteenth day of February, 2021 151' .' 1.:1-s. ,.. :ri ig: *VW o Secretary of State • Tracking Number:3063379817CU To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.su nbiz.org/Filings/CertificateOfstatus/CertificateAuthentication De DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 D vI C 1"C DIVISION of 5'inbz CORPORATIONS an official State of Florida website Department of State / Division of Corporations / Search Records / Search by Entity Name / Previous On List Next On List Return to List Razorback LLC Events No Name History Detail by Entity Name Florida Limited Liability Company RAZORBACK LLC Filing Information Document Number L08000089307 FEI/EIN Number 26-3447303 Date Filed 09/18/2008 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 02/22/2011 Principal Address 177 Anclote Road TARPON SPRINGS, FL 34689 Changed: 02/08/2021 Mailing Address 177 Anclote Road TARPON SPRINGS, FL 34689 Changed: 02/08/2021 Registered Agent Name&Address HOULLIS, ANTHONY M 276 KNOLLWOOD ROAD TARPON SPRINGS, FL 34688 Authorized Person(s) Detail file:///C/Users/razor/Desktop/Detail%20by%20Entity%20Name.html[2/23/2022 3:09:19 PM] DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Name&Address Title MGRM HOULLIS, ANTHONY M 276 KNOLLWOOD ROAD TARPON SPRINGS, FL 34688 Annual Reports Report Year Filed Date 2020 01/21/2020 2021 02/08/2021 2022 01/26/2022 Document Images 01/26/2022 --ANNUAL REPORT View image in PDF format 02/08/2021 --ANNUAL REPORT View image in PDF format 01/21/2020 --ANNUAL REPORT View image in PDF format 02/21/2019 --ANNUAL REPORT View image in PDF format 01/15/2018 --ANNUAL REPORT View image in PDF format 04/05/2017 --ANNUAL REPORT View image in PDF format 02/01/2016 --ANNUAL REPORT View image in PDF format 01/11/2015 --ANNUAL REPORT View image in PDF format 01/16/2014 --ANNUAL REPORT View image in PDF format 01/18/2013 —ANNUAL REPORT View image in PDF format 01/05/2012 --ANNUAL REPORT View image in PDF format 02/22/2011 —REINSTATEMENT View image in PDF format 03/04/2009--ANNUAL REPORT View image in PDF format 09/18/2008—Florida Limited Liability View image in PDF format Previous On List Next On List Return to List Razorback LLC Events No Name History Florida Department of State,Division of Corporations file:///C/Users/razor/Desktop/Detail%20by%20Entity%20Name.htmll2/23/2022 3:09:19 PMI . . - -. .::... .L.'`..r. < Lis'�S<A4a s":Ssr00:..i S`s..;,-a. '+z+. DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 yr r�RPON SPRINGS 324 EAST PINE STREET A� TARPON SPRINGS, FLORIDA 34689 o SPR1Nr*S LOCAL BUSINESS TAX RECEIPT T. ti < '7r< PLEASE POST IN A CONSPICUOUS PLACE vs EXPIRES SEPTEMBER 30THOF YEAR NOTATED IN TAX RECEIPT NUMBER LBUSINESS ADDRESS 177 ANCLOTE RD 153.75 TAX RECEIPT NUMBER: 22-00052513 0.00 CONTRACTOR/GEN./CLASS 'A' - C TOTAL PAID 153.75 COMMENTS RESTRICTIONS RAZORBACK LLC ANTHONY HOULLIS 276 KNOLLWOOD ROAD 177 ANCLOTE RD TARPON SPRINGS FL 34688 BUSINESS ADDRESS 177 ANCLOTE RD 153.75 TAX RECEIPT NUMBER: 22-00052513 0.00 CONTRACTOR/GEN./CLASS 'A' - C 153 75 TOTAL PAID: COMMENTS RESTRICTIONS. RAZORBACK LLC 177 ANCLOTE RD ANTHONY HOULLIS TARPON SPRINGS FL 34689-6905 276 KNOLLWOOD ROAD TARPON SPRINGS FL 34688 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 TAB 2 : Cost Proposal DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Table of Contents TAB 2 : Cost Proposal 1 APPENDIX A 3 DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Cost Proposal Form Page 1 of 1 APPENDIX A COST PROPOSAL FORM FAILURE TO SUBMIT THIS FORM FULLY EXECUTED AND BID BOND (IF APPLICABLE) WITH BID SUBMITTAL SHALL RESULT IN BEING DEEMED NONRESPONSIVE. City of Miami Beach ITB Cost Proposal Form The GRAND TOTAL amount includes the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, shoring, supervision, mobilization, demobilization, overhead and profit, insurance, permits, bonds, and taxes to complete the work to the full intent as shown or indicated in the contract documents. BIDDER MUST SUBMIT THIS ITB COST PROPOSAL FORM FULLY COMPLETED, INCLUDING SECTIONS 1A AND 1B, AS PART OF THE BID RESPONSE. FAILURE TO DO SO SHALL DEEM THE BIDDER NONRESPONSIVE. Section 1 A—Bidders Price: PROJECT TITLE:ITB No.2022-178-ND Exterior Repair and Coating of Prestressed Concrete Water Tanks in accordance with Minimum Requirements and Specifications Cost North Reservoir,4,000,000 Gallon Water Storage Tank Located at 75th Street Water Pump Station No.23 $ 52,000.00 South Reservoir,4,000,000 Gallon Water Storage Tank Located at 75th Street Water Pump Station No.23 $ 52,000.00 North Reservoir,3,000,000 Gallon Water Storage Tank Located at 451 Dade Boulevard,Miami Beach,Florida $ 55,000.00 South Reservoir,3,000,000 Gallon Water Storage Tank Located at 451 Dade Boulevard,Miami Beach,Florida $ 55,000.00 SUBTOTAL $ 214,000.00 Allowance for City Indemnification $25.00 Permit Allowance $20,000.00 LUMP SUM TOTAL(TOTAL SECTION 1A) $ BASE CONTRACT SHALL BE BASED ON THIS AMOUNT 234,025.00 Section 1 B—Bidders Unit Prices for Additional Services: TIME AND MATERIAL COSTS FOR ADDITIONAL GOODS OR SERVICES NOT SPECIFIED Annual Estimated Total Item Description Quantity' U/M Unit Cost (Quantity_X_Unit_Cost) Hourly Rate—Regular (Monday through Friday Hourly 1 7:00 a.m. to 5:00 p.m.) 40 Rate $70.00 $ 2,800.00 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Hourly Rate—Non- Regular(Monday through Friday after 5:00 pm.or on Hourly 2 Weekends) 20 Rate $ 140.00 $ 2,800.00 SUBTOTAL-LABOR $ 5,600.00 %Mark- Total up (Quantity_X_%Mark-up) Item Description Estimated Annual Cost' 100 No.15)n Purchase of Related 3 Parts and Supplies $1,000 20 % $ 1,200.00 SUBTOTAL—PARTS&SUPPLIES $ 1,200.00 TOTAL SECTION 1B $6,800.00 GRAND TOTAL(ITEMS lA-1B) $ 240,825.00 'The estimated amounts stated herein are for calculation purposes only.Actual amounts may be greater or less than the estimated amounts. Rest of page left blank intentionally. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ATTACHMENT D INSURANCE REQUIREMENTS DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ATTACHMENT E GENERAL CONDITIONS FOR CONSTRUCTION CONTRACTS DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 MIAMIBEACF- ' GENERAL CONDITIONS FOR CONSTRUCTION CONTRACTS (April 13, 2020) ARTICLE 1. DEFINITIONS AND INTERPRETATION OF CONTRACT DOCUMENTS. 1.1. Definitions. The definitions included in this Section are not exhaustive of all definitions used in the Contract Documents. Additional terms may be defined in other Contract Documents. The following terms shall have the meanings specified herein, as follows: "Applicable Laws" means all laws, codes (including, but not limited to, building codes), ordinances, rules regulations, lawful orders and decrees of governmental authorities having jurisdiction over the Project, Project Site, or the Parties. "Application for Payment" means the detailed itemized documentation, including all supporting documentation, in a form and substance satisfactory to the City, submitted by the Contractor on a monthly basis in order to obtain the City's approval for payment for Work performed pursuant to the Contract Documents. "Bid" means an offer or proposal submitted by a bidder in response to this ITB. The terms "Bid" and "Bid Submittal" are used interchangeably. "Bidder" means any individual or firm submitting a Bid for this Project. "Change Order" means a written document ordering a change in the Contract Price and/or Contract Time or a material change in the Work(as defined herein). A Change Order must comply with the requirements of the Contract Documents. "CIP Inspector/PWD Field Observer" means a City employee charged with observing and documenting, for internal City purposes only,general observations and conditions of the Project including,without limitation,the weather conditions, the number of workers present at the time of observation, general type of work being performed and taking photographs regarding same. Contractor expressly waives any right to assert as a defense to any claim regarding the Project including, without limitation, any dispute between the City and Contractor, and Contractor and any third party, the presence or purported approval or consent of any CIP Inspector or other City employee conducting any field observations during the Project. The Contractor expressly acknowledges that the purpose of such City employee is to observe and document for internal purposes only general observations and conditions of the Project, and in no way is intended to, nor shall be treated as, a person with authority to approve or reject the Work on behalf of the City or any other entity, or to direct the Contractor's Work in any way. Contractor expressly agrees to waive the presence of such CIP Inspector or other City employee performing field observations as a defense to any Claims involving the Project. "City" means 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 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Department permits,or other applicable permits within its jurisdiction,the exercise of such regulatory authority and the enforcement of any rules, regulations, laws and ordinances 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 Contract. "City Commission" means the governing and legislative body of the City. "City Manager" means the Chief Administrative Officer of the City. The City Manager shall be construed to include the Contract Administrator and any duly authorized representatives of the City as the City Manager may designate in writing at any time with respect to any specific matter(s)concerning the Project and/or the Contract Documents (exclusive of those authorizations reserved to the City Commission or regulatory or administrative bodies having jurisdiction over any matter(s) related to the Project and/or the Contract Documents). "Claim" means a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of the Contract Documents, payment of money,extension of time or other relief with respect to the Contract Documents or Project. The term "Claim" also includes other disputes and matters in question between the City and Contractor arising out of or relating to the Contract Documents. Claims must be initiated by written notice in strict accordance with the Contract Documents. The responsibility for substantiating Claims shall rest with the Party making the Claim. All Claims submitted by Contractor must comply with the requirements of the City's False Claims Ordinance, as set forth in Sections 70-300 et seq., of the City Code, or shall be forfeited in accordance with the terms of the False Claims Ordinance and conclusively waived and released. "Consultant" means the firm named in the Invitation to Bid Summary as the "Consultant,"that has entered into a separate agreement with the City to perform architectural,engineering,or other design and construction administration services for the Project, and who will serve as the "architect of record" and/or "engineer of record" for the Project. Wherever the word "Architect" or"Engineer"or"Consultant" appears in the Contract Documents, it shall be deemed to refer to the Consultant and/or the design professionals engaged by the Consultant. All communications, directives, instructions, interpretations and actions required of Consultant shall be issued or taken only by or through Consultant's authorized representative(s). "Construction Superintendent" means the individual who is a representative of the Contractor, and who shall be responsible for continuous field supervision, coordination,and completion of the Work,and who shall maintain a full-time on-site, physical presence at the Project Site and satisfy the obligations of Construction Superintendent as provided in the Contract Documents. "Contract" means the written agreement between the City and the Contractor for the performance of the Work in accordance with the requirements of the Contract Documents, and for the payment of the agreed consideration. "Contract Administrator" means the City's Contract Administrator shall mean the individual appointed by the City Manager who shall be the City's authorized representative to coordinate,direct,and review on behalf of the City, all matters related to the Project. The initial Contract Administrator for the Project is named in the Invitation to Bid Summary. "Contract Documents" means all of the documents setting forth bidding information, requirements and contractual obligations for the Project, including this ITB, Contractor's Bid in response thereto, the Contract, 2 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 and the Plans and Specifications, together with all addenda to any of the foregoing, Change Orders, Work Orders, Field Orders, schedules and shop drawings, and all other documents required by the ITB for the completion of the Project. "Contract Price" means the amount established in the Contract Documents as the total amount the City is obligated to pay for full and complete performance of all of the Work required by the Contract Documents (including, but not limited to, all labor, equipment and materials to administer, coordinate, provide related certifications, install and otherwise construct and complete the Project within the Contract Time), and as may be amended by Change Order. "Contract Time" means the number of days allowed for completion of all Work, as stipulated in the Contract Documents, and as may be amended by Change Order. "Contractor" means the individual or firm whose Bid is accepted and who enters into the Contract with the City to construct the Project pursuant to the Contract Documents and who is liable for the acceptable performance of the Work and payment of all debts pertaining to the Work. "Days" means all references to numbers of days in the Contract Documents, shall be construed to mean calendar days, unless specifically noted otherwise. The term "business days" means a day other than a Saturday, Sunday, Federal holiday or any day on which the principal commercial banks located in Miami- Dade County, Florida are not open for business during normal hours. "Field Order" or "Field Directive" means a written order which further describes details or provides interpretations necessary to complete the Work of the Contract Documents but which does not involve a change in the Contract Price or Contract Time. "Final Completion" means the date upon which all conditions and requirements of the Contract Documents, permits and regulatory agencies have been satisfied; any documents required by the Contract Documents have been received by the City; any other documents required to be provided have been received by City; and the Work has been fully completed in accordance with the Contract Documents. "Notice(s)to Proceed" or"NTP" means a written letter or directive issued by the Contract Administrator to Contractor to commence and proceed with portions of the Work as specified therein or a specific task of the Project, and stating any further limitations on the extent to which Contractor may commence and proceed with the Work. Unless otherwise approved by the City at its sole discretion, City's issuance of a Notice to Proceed for construction or portions thereof shall be contingent upon Contractor obtaining all appropriate permits and satisfying all requirements of agencies having jurisdiction. However, the City is not obligated to immediately issue NTP on the date Contractor obtains all requisite permits and/or satisfies the specified conditions precedent for issuance of NTP. The date of issuance of NTP shall be determined at the City's sole discretion once Contractor has obtained all required permits and otherwise satisfied all conditions precedent to issuance of NTP. "Owner's Contingency" means that separate fund which is available for City's use at its sole discretion to defray additional expenses relative to the design and construction of the Project, as well as additional expenses expressly chargeable to the City or otherwise deemed the responsibility of the City pursuant to the Contract Documents. The City retains exclusive use and control of the Owner's Contingency. The Contractor has no right or entitlement whatsoever to the Owner's Contingency, and use of such funds are subject to the Contract Administrator's or City Manager's prior written approval and issuance of a Change Order by the City 3 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 at its sole and absolute discretion. Any unused City Contingency remaining at the completion of the Project shall accrue solely to the City. "Parties" means City and Contractor, and "Party" is a reference to either City or Contractor, as the context may indicate or require. "Plans" means the drawings or reproductions thereof prepared by the Consultant, which show the location, character, dimensions and details of the Work to be done, and which are a part of the Contract Documents. "Project" means the improvements described in the Contract Documents and all Work that is contemplated thereby or reasonably inferable therefrom. "Project Initiation Date" means the date upon which the Contract Time commences. "Project Manager" means the authorized individual which is the representative of Contractor and who will administer and manage the prosecution of all Work on behalf of the Contractor. "Punch List" means the list or lists prepared by Contractor, incorporating input provided by the City or Consultant, identifying matters that remain to be completed to achieve Substantial Completion and to be completed between achievement of Substantial Completion and Final Completion in order that Final Completion can be declared by City to have occurred. "Purchase Order" means the written document issued by the City to the Contractor indicating types, quantities, and/or agreed prices for products or services to be provided to the City. "Responsible Bidder" means an offeror who has the capability in all respects to perform fully the contract requirements, and the integrity and reliability which will assure good faith performance, including, without limitation, the factors identified in Section 2-369 of the City Code. "Responsive Bidder" means a person or entity who has submitted a bid which conforms in all material respects to a solicitation. A bid or proposal of a Responsive Bidder must be submitted on the required forms, which contain all required information, signatures, notarizations, insurance, bonding, security, or other mandated requirements by the bid documents to be submitted at the time of bid opening. "Schedule of Values" means a written schedule setting forth the detailed and itemized cost breakdown, inclusive of labor, material, and taxes of all elements comprising the Contract Price. "Specifications" means the general term comprising all of the written directions, provisions and requirements contained in the Contract Documents, as amended, describing the work required to be performed, including detailed technical requirements as to labor, materials, supplies, equipment and standards to which such work is to be performed. "Subcontractor" means any person or entity supplying the Contractor with labor, materials, supplies or equipment used directly or indirectly by the Contractor in the prosecution of the Work. "Substantial Completion" means the date when the Work, as certified in writing by the Consultant, and determined by the City in its sole discretion, has been developed, designed, engineered and constructed in accordance with the Contract Documents such that all conditions of permits and regulatory agencies have General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 been satisfied and the Project is ready for occupancy, utilization and continuous commercial operation for the uses and purposes intended by the City, without material interference from incomplete or improperly completed Work and with only minor punch list items remaining to be completed, all as reasonably determined by the City and evidenced by (1) the issuance of a Certificate of Occupancy or Certificate of Completion by the authority having jurisdiction; (2) the issuance of a Certificate of Substantial Completion by the Consultant; and (3)acceptance of such Certificate of Substantial Completion by the City pursuant to the Contract Documents. "Surety" means the surety company or individual which is bound by the bid bond, or by the performance bond or payment bond with and for Contractor who is primarily liable,and which surety company or individual is responsible for Contractor's satisfactory performance of the work under the contract and for the payment of all debts pertaining thereto in accordance with Section 255.05, Florida Statutes. "Work" means all construction and services required by or reasonably inferable from the Contract Documents for the completion of the Project, including the provision of all labor, materials, equipment, supplies, tools, machinery, utilities, procurement, fabrication, transportation, construction, erection, demolition, installation, insurance, bonds, permits and conditions thereof, building code changes and governmental approvals,testing and inspection services,quality assurance and/or quality control inspections and related certifications, training, surveys, studies, supervision, and administration services to be provided by the Contractor, and other items, work and services that are necessary or appropriate for the total construction, installation, furnishing, equipping, and functioning of the completed Project, together with all additional, collateral and incidental items, work and services required to achieve Final Completion in accordance with the Contract Documents. 1.2. Interpretation of the Contract Documents. 1.2.1. As used in the Contract Documents, (i)the singular shall include the plural, and the masculine shall include the feminine and neutral, as the context requires; (ii) "includes" or"including" shall mean "including, but not limited to" and "including, without limitation;" and (iii) all definitions of agreements shall include all amendments thereto in effect from time to time. 1.2.2. Whenever it shall be provided in the Contract Documents that the Contractor is required to perform a service or obligation "at its sole cost and expense"or words of substantially similar meaning,the Contractor shall not be entitled to reimbursement for such item and the cost of such service or obligation shall not be included in any Application for Payment. 1.2.3. Contract Documents shall be construed in a harmonious manner, whenever possible. The general intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Project by the Contractor. 1.2.4. The Contract Documents shall be taken as a whole and are complementary, and any item of Work called for in any Contract Document shall be as binding as if called for by all, so that any part of the Work shown or described in any of the Contract Documents, though not specifically referred to in other Contract Documents, shall be executed by Contractor and binding as a part of the Contract Documents, as well as any Work which, in the sole opinion of City, may be fairly inferred from the Contract Documents or by normal industry practice. 5 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 1.2.5. Detailed plans shall take precedence over general plans for the same part of the Work.Specifications and detailed plans which may be prepared or approved by City after the execution of the Contract and which may be fairly inferred from the original specifications and plans are to be deemed a part of such specifications and plans,and that portion of the Work shown thereby shall be performed without any change in the Contract Price or Project Schedule. With respect to conflicts between large-scale drawings and small-scale drawings, the larger scale drawing shall govern, unless otherwise dictated by Consultant. 1.2.6. Where compliance with two or more requirements is indicated in any of the enumerated Contract Documents and where these requirements within the Contract Documents conflict in quantity or quality, the Contractor shall comply with the most stringent requirement as determined by the City, unless specifically indicated otherwise in the Contract Documents. 1.2.7. As used in the Contract Documents, unless specifically indicated otherwise, references to an Article include all Sections,Subsections,and items within that Article;references to a Section include all Subsections and items within that Section; and references to a Subsection include all items within that Subsection. 1.2.8. Words which have a well-known technical or trade meaning are used herein in accordance with such recognized or well-known meaning, unless the Contract Documents otherwise specifically define such word. 1.2.9. The Recitals,Appendices, Exhibits and Schedules attached hereto are expressly incorporated in and made a part of the Contract Documents as if fully set forth herein. ARTICLE 2. INTENTION AND PRIORITY OF CONTRACT DOCUMENTS. 2.1. Intention of City. It is the intent of City to describe in the Contract Documents a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents and in accordance with all codes and regulations governing construction of the Project. Any work, materials or equipment that may reasonably be inferred from the Contract Documents as being required to produce the intended result shall be supplied by Contractor whether or not specifically called for. City shall have no duties other than those duties and obligations expressly set forth within the Contract Documents. 2.2. Priority of Contract Documents. In the event of conflict or inconsistency among the Contract Documents, the following order of precedence shall govern the interpretation of the Contract Documents: a. Change Orders or Amendments to this Contract(excluding the Plans and Specifications); b. The Contract Documents(excluding the Plans and Specifications); c. Modifications or changes to the completed Plans and Specifications, as approved by the City; d. The completed Plans and Specifications, as approved by the City; and e. The ITB. In the event of any conflict between the General Terms and Conditions of the ITB (as may be amended by Change Order), and the Specifications, the provisions of the General Terms and Conditions, as amended, shall take precedence and control. 6 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Contractor shall be furnished two (2) copies, free of charge, of the Contract Documents; which shall be preserved and always kept accessible to the City, the Consultant, and their respective authorized representatives. Additional copies of the Contract Documents may be obtained from City at the cost of reproduction. ARTICLE 3. CONTRACTOR'S DUTIES AND RESPONSIBILITIES. 3.1. Performance of the Work. The Contractor covenants and warrants that it shall be responsible for performing and completing, and for causing all Subcontractors to perform and complete, the Work in accordance with the Contract Documents and all Applicable Laws relating to the Project. Accordingly, Contractor shall furnish all of the labor, materials, equipment services and incidentals necessary to perform all of the Work described in the Contract Documents,and all Work that is contemplated thereby or reasonably inferable therefrom. As part thereof, Contractor shall achieve Substantial Completion within the time period specified in the Invitation to Bid Summary for Substantial Completion, as such date may be extended pursuant to the terms of the Contract Documents, and shall achieve Final Completion of the Project by the date established in the Contract Documents for Final Completion, as such date may be extended pursuant to the terms of the Contract Documents. Unless otherwise provided in the Contract Documents,or as agreed to in writing between City and Contractor, the form and content of all reports, forms and regular submittals by Contractor to City shall be subject to prior approval of the City,and Contractor shall submit such materials to the City for City's approval prior to implementation. City's approval thereof shall not limit City's right to thereafter require reasonable changes or additions to approved systems, reports, forms and regular submittals by Contractor to City. 3.2. Standard of Care. The Work shall be performed in accordance with the professional standards applicable to projects, buildings, or work of complexity,quality and scope comparable to the Work and the Project. More specifically, in the performance of the professional services under this Contract, Contractor shall provide the care and skill ordinarily used by members of its profession practicing under similar conditions for projects of similar type, size and complexity at the same time and locality of the Project. Work shall be performed by the Contractor, Subcontractors, and specific personnel referred to in the in the Contract Documents in accordance with their respective degrees of participation provided and represented to the City by the Contractor from time to time. The Contractor may add Subcontractors as it deems necessary or appropriate in order to carry out its obligations under the Contract Documents, provided such entity shall be suitably qualified and shall be subject to the prior approval of the City. Nothing contained in the Contract Documents shall be construed to create any obligation or contractual liability running from the City to any such persons or entities, including to any Subcontractors. 3.3. Notices to Proceed. Contractor shall be instructed to commence the Work by written instructions in the form of a Purchase Order issued by the City's Procurement Department and a Notice to Proceed issued by the Contract Administrator.At least two(2) Notices to Proceed will be issued for this Contract. Contractor shall commence scheduling activities, permit applications and other preconstruction work within five (5) calendar days after the Project Initiation Date, which shall be the same as the date of the first Notice to Proceed. The first Notice to Proceed and Purchase Order will not be issued until Contractor's submission to City of all required documents, including but not limited to, Payment Bond, Performance Bond,and Insurance Certificate(s), and after execution of the Contract by both parties. 3.4. Conditions Precedent to Notice to Proceed for Construction of the Work. The following are conditions precedent to the issuance of a Notice to Proceed to authorize Contractor to mobilize on the Project Site and commence with physical construction of the Work (typically, the second NTP for a Project): (1)the 7 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 receipt of all necessary permits by Contractor;(2)City's acceptance of the Contractor's full progress schedule in accordance with the Contract Documents, Contractor's submittal schedule, Contractor's Schedule of Values, and list of Subcontractors; (3) Contractor's Hurricane Preparedness Plan; and (4) Contractor's submission to the City and Consultant of any other documents required by the Contractor Documents. The Contractor shall submit all necessary documents required for issuance of the Notice to Proceed with construction of the Work within twenty-one(21)calendar days of the issuance of the first Notice to Proceed. 3.5. Warranty.Contractor warrants to City that all materials and equipment furnished under this Contract will be new unless otherwise specified and that all of the Work will be of good quality, free from faults and defects and in conformance with the Contract Documents. All work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. If required by Consultant or City, Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. This warranty is not limited by any other provision of the Contract Documents. 3.6. Personnel Requirements. 3.6.1. The orders of City are to be given through Consultant or the Contract Administrator, which instructions are to be strictly and promptly followed in every case. Contractor shall keep on the Project during its progress, a full-time competent English speaking Construction Superintendent and any necessary assistants, all satisfactory to City. The Construction Superintendent shall not be changed except with the written consent of City, unless the Construction Superintendent proves to be unsatisfactory to Contractor and ceases to be in its employ. The Construction Superintendent shall represent Contractor and all directions given to the Construction Superintendent shall be as binding as if given to Contractor and will be confirmed in writing by City upon the written request of Contractor. Contractor shall give efficient supervision to the Work, using its best skill and attention. 3.6.2. The Construction Superintendent shall be responsible for management of the Project Site and tasks, including, but not limited to, organization and coordination of the Work of Subcontractor employees; exercising control over rate of construction progress to assure completion of the Project within the Project Schedule; inspecting or observing the Work to enforce conformity to the Contract Documents and supervising trades, subcontractors, clerical staff, and other personnel employed in the construction of the Project. On a daily basis, Contractor's Construction Superintendent shall record,at a minimum,the following information in a bound log: the day; date; weather conditions and how any weather condition affected progress of the Work;time of commencement of work for the day;the work being performed; materials, labor, personnel, equipment and subcontractors at the Project Site; visitors to the Project Site, including representatives of Consultant; regulatory representatives; any special or unusual conditions or occurrences encountered; and the time of termination of work for the day. All information shall be recorded in the daily log in ink. The daily log shall be kept on the Project Site and shall be available at all times for inspection and copying by City and Consultant. 3.6.3. The Contract Administrator, Contractor and Consultant shall meet at least weekly or as determined by the Contract Administrator, during the course of the Work to review and agree upon the work performed to date and to establish the critical path activity or Work for the next two weeks. The Consultant shall publish, keep, and distribute minutes and any comments thereto of each such meeting. 3.6.4. If Contractor, in the course of prosecuting the Work, finds any discrepancy between the Contract Documents and the physical conditions of the locality, or any errors, omissions, or discrepancies in the Contract Documents,it shall be Contractor's duty to immediately inform Consultant,in writing,and Consultant 8 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 will promptly review the same. Any work done after such discovery, until authorized, will be done at Contractor's sole risk. 3.6.5. Contractor shall supervise and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. 3.6.6. The Construction Superintendent must have at least five(5) years of experience in projects of similar design, scope, size and complexity. The Project Manager must have at least five (5) years of experience in projects of similar design, scope, size and complexity. 3.7. Subcontracts. 3.7.1. Contractor shall not employ any subcontractor against whom City or Consultant may have a reasonable objection. Contractor shall not be required to employ any subcontractor against whom Contractor has a reasonable objection. 3.7.2. Contractor shall be fully responsible for all acts and omissions of its subcontractors and of persons directly or indirectly employed by its subcontractors and of persons for whose acts any of them may be liable to the same extent that Contractor is responsible for the acts and omissions of persons directly employed by it. Nothing in the Contract Documents shall create any contractual relationship between any subcontractor and City or any obligation on the part of City to pay or to see the payment of any monies due any subcontractor. City or Consultant may furnish to any subcontractor evidence of amounts paid to Contractor on account of specific work performed. 3.7.3. Contractor agrees to bind specifically every subcontractor to the terms and conditions of the Contract Documents for the benefit of City. All of the Contractor's agreements with the Subcontractors shall contain the following provisions (or shall incorporate the following provisions by reference) and shall state: a. that the Subcontractor irrevocably submits itself to the original and exclusive jurisdiction and venue in Miami-Dade County, Florida, with regard to any controversy in any way relating to the award, execution or performance of the Contract Documents and/or such Subcontractor's agreement, and whereby the Subcontractor agrees that service of process on it may be made to the person or entity designated in the Subcontract; b. that the City shall not be in privity of contract with the Subcontractor and shall not be liable to any Subcontractor under the Contract Documents or any such subcontract, except for the payments of amounts due to the Subcontractor under its subcontract in the event that the City exercises its rights under any assignment of the subcontract and requests or directs the Subcontractor to perform the portion of the Work covered by its subcontract; c. that the City is a third-party beneficiary of the Subcontract, entitled to enforce any rights thereunder for their respective benefits, and that, subject to the terms of the applicable Subcontract, the City shall have the same rights and remedies vis-a-vis such Subcontractors that Contractor shall have, including the right to be compensated for any loss, expense or damage of any nature whatsoever incurred by the City resulting from any breach of such Subcontract by Subcontractor, any breach of representations and 9 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 warranties, if any, implied or expressed,arising out of such agreements and any error,omission or negligence of such Subcontractor in the performance of any of its obligations under such Subcontract; d. that the Subcontractor shall indemnify and hold harmless the City, its officers, agents, directors,and employees,and instrumentalities to the fullest extent permitted by Section 725.06 of the Florida Statutes; e. that such subcontract shall be terminable for default or convenience upon ten (10)days prior written notice by Contractor, or, if the Subcontract has been assigned to the City, by the City or its designee; f. that Subcontractor shall promptly notify the City(with a copy to Contractor)of any default of Contractor under the Subcontract, whether as to payment or otherwise; g. that Contractor and Subcontractor acknowledge that(i)they are each entering into a contract for the construction of a public facility or public works project as contemplated in Chapter 255, Florida Statutes, and (ii) each have no right to file a construction lien against the Work or the Project, and further agree to include a similar requirement in any purchase order or subcontract entered into by Subcontractor; and (iii) the payment bond provided by Contractor pursuant to this Agreement is a substitute for the right to claim a lien on the Project,and that any claims for nonpayment shall be made against the bond in accordance with Section 255.05, Florida Statutes. h. that Subcontractor shall comply with all Applicable Laws(including prompt payment)and the City requirements as set forth in the Contract Documents and maintain all files, records, accounts of expenditures for Subcontractor's portion of the Work to the standards set forth in the Contract Documents. that the City may, at reasonable times, contact Subcontractor, after notice to Contractor, to discuss, or obtain a written report of, Subcontractor's services, with Contractor entitled to be present during any such discussions; provided that in no event, prior to any assignment of the Subcontract to the City, shall Subcontractor take instructions directly from the City; j. that Subcontractor promptly disclose to the City and Contractor any defect, omission, error or deficiency in the Contract Documents or the Work about which it has knowledge no later than ten (10) days following discovery of such defect, omission, error or deficiency; k. that Subcontractor assign all warranties directly to the City, I. that the Contract Documents provide a limitation of remedies and NO DAMAGES FOR DELAY as delineated in Article 10 hereof; m. that in the event of a change in the Work the Subcontractor's Claim for adjustments in the subcontract price shall be limited exclusively to its actual costs for such changes, plus no more than the overhead and profit fees/markups and bond costs to be established as part of the GMP Amendment. n. Each subcontract shall require the Subcontractor to expressly agree that the foregoing constitutes the sole and exclusive remedies for delays and changes in the Work and thus eliminate any other remedies for claim for increase in the subcontract price, damages, losses or additional compensation. 0 I General Conditions for Construction Contracts(April 13, 20201 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 o. Each subcontract shall require that any claims by Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the manner in which the Contractor must submit Claims to the City, and that failure to comply with the conditions for giving notice and submitting claims shall result in the waiver of such claims in the same manner as provided for in the Contract Documents. 3.7.4. Contractor shall perform the Work with its own forces, in an amount not less than the percentage of the Work specified in the Invitation to Bid Summary. 3.8. Plans and Working Drawings. 3.8.1. Contractor to Check Plans, Specifications and Data. Contractor shall verify all dimensions, quantities and details shown on the plans, specifications or other data received from Consultant, and shall notify Consultant of all errors, omissions and discrepancies found therein within three (3) calendar days of discovery. Contractor shall not be allowed to take advantage of any error, omission or discrepancy, as full instructions will be furnished by Consultant. Contractor shall not be liable for damages resulting from errors, omissions or discrepancies in the Contract Documents unless Contractor recognized such error, omission or discrepancy and failed to report it to Consultant, or unless Contractor should have recognized such error, omission or discrepancy upon reasonable investigation. 3.8.2. Supplementary Drawings.When, in the opinion of Consultant, it becomes necessary to explain the Work to be done more fully, or to illustrate the Work further, or to show any changes which may be required, supplementary drawings, with specifications pertaining thereto, will be prepared by Consultant. The supplementary drawings shall be binding upon Contractor and shall be considered as part of the Contract Documents. Where such supplementary drawings require either less or more than the original quantities of work,appropriate adjustments shall be made by Change Order. In case of disagreement between the written and graphic portions of the Contract Documents, the written portion shall govern. 3.8.3. Shop Drawings. 3.8.4.1. Contractor shall submit Shop Drawings as required by the Technical Specifications. The purpose of the Shop Drawings is to show the suitability, efficiency, technique of manufacture, installation requirements, details of the item and evidence of its compliance or noncompliance with the Contract Documents. 3.8.4.2. Within ten (10) calendar days after the Project Initiation Date specified in the Notice to Proceed, Contractor shall submit to Consultant a complete list of preliminary data on items for which Shop Drawings are to be submitted and shall identify the critical items. Submission of such documents is a condition precedent to the issuance of a Notice to Proceed for construction. Approval of this list by Consultant shall in no way relieve Contractor from submitting complete Shop Drawings and providing materials, equipment, etc., fully in accordance with the Contract Documents. This procedure is required in order to expedite final approval of Shop Drawings. 3.8.4.3. After the approval of the list of items required herein, Contractor shall promptly request Shop Drawings from the various manufacturers,fabricators, and suppliers. Contractor shall include all shop drawings and other submittals in its certification. 3.8.4.4. Contractor shall thoroughly review and check the Shop Drawings and each and every copy shall show this approval thereon. I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 3.8.4.5. If the Shop Drawings show or indicate departures from the Contract requirements, Contractor shall make specific mention thereof in its letter of transmittal. Failure to point out such departures shall not relieve Contractor from its responsibility to comply with the Contract Documents. 3.8.4.6. Consultant shall review and approve Shop Drawings within seven(7)calendar days from the date received, unless said Drawings are rejected by Consultant for material reasons. Consultant's approval of Shop Drawings will be general and shall not relieve Contractor of responsibility for the accuracy of such Drawings, nor for the proper fitting and construction of the work, nor for the furnishing of materials or work required by the Contract Documents and not indicated on the Drawings. No work called for by Shop Drawings shall be performed until the said Drawings have been approved by Consultant. Approval shall not relieve Contractor from responsibility for errors or omissions of any sort on the Shop Drawings. 3.8.4.7. No approval will be given to partial submittals of Shop Drawings for items which interconnect and/or are interdependent where necessary to properly evaluate the design. It is Contractor's responsibility to assemble the Shop Drawings for all such interconnecting and/or interdependent items,check them and then make one submittal to Consultant along with its comments as to compliance, noncompliance, or features requiring special attention. 3.8.4.8. If catalog sheets or prints of manufacturers' standard drawings are submitted as Shop Drawings, any additional information or changes on such drawings shall be typewritten or lettered in ink. 3.8.4.9. Contractor shall submit the number of copies required by Consultant. Resubmissions of Shop Drawings shall be made in the same quantity until final approval is obtained. 3.8.4.10. Contractor shall keep one set of Shop Drawings marked with Consultant's approval at the job site at all times. 3.8.4. Field Layout of the Work and Record Drawings. The entire responsibility for establishing and maintaining line and grade in the field lies with Contractor. 3.8.5.1. Contractor shall maintain an accurate and precise record of the location and elevation of all pipe lines, conduits, structures, maintenance access structures, handholes, fittings and the like and shall prepare record or"as-built"drawings of the same which are sealed by a Professional Surveyor. Contractor shall deliver these records in good order to Consultant as the Work is completed. The cost of all such field layout and recording work is included in the prices bid for the appropriate items. All record drawings shall be delivered to Consultant prior to Substantial Completion, in accordance with the Contract Documents. 3.8.5.2. Contractor shall maintain in a safe place at the Project Site one record copy of all Drawings, Plans, Specifications, addenda, written amendments, Change Orders, Field Orders and written interpretations and clarifications in good order and annotated to show all changes made during construction. These record documents together with all approved samples and a counterpart of all approved Shop Drawings shall be available at all times to Consultant for reference. Upon Final Completion of the Project and prior to Final Payment, these record documents, samples and Shop Drawings shall be delivered to the Contract Administrator. 3.8.5.3. Prior to, and as a condition precedent to Final Payment, Contractor shall submit to City, Contractor's record drawings or as-built drawings acceptable to Consultant. 12 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 3.8.5. Art in Public Places ("AIPP")Coordination. Contractor shall coordinate the implementation of the City's AIPP commissions and installations for the Project, if any, with all such coordination Work covered within the Contract Price, provided, however, that the City shall separately fund the commissioning and installations of all AIPP artworks. 3.8.6. City's Participation. THE CITY HAS NO OBLIGATION TO ASSIST, FACILITATE AND/OR PERFORM IN ANY WAY THE CONTRACTOR'S OBLIGATIONS UNDER THE AGREEMENT OR OTHER CONTRACT DOCUMENTS. THE CITY'S PARTICIPATION, FACILITATION AND/OR ASSISTANCE TO THE CONTRACTOR SHALL BE AT ITS SOLE DISCRETION AND SHALL NOT, IN ANY WAY, BE CONSTRUED, INTERPRETED AND/OR CONSTITUTE AN ASSUMPTION BY THE CITY OF CONTRACTOR'S OBLIGATIONS, A WAIVER OF CONTRACTOR'S OBLIGATIONS AND/OR EXCUSE ANY BREACH BY CONTRACTOR OF ITS OBLIGATIONS UNDER THE CONTRACT DOCUMENTS. THE PARTICIPATION IN THE PERFORMANCE OF ANY OF CONTRACTOR'S OBLIGATIONS SHALL NOT PRECLUDE THE CITY FROM DECLARING CONTRACTOR IN DEFAULT FOR CONTRACTOR'S FAILURE TO PERFORM SUCH OBLIGATION, NOR SHALL IT LIMIT, IN ANY WAY,THE CITY'S RIGHTS AND REMEDIES IN CONNECTION THEREWITH. THE CONTRACTOR 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 CONTRACTOR'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. 3.8.7. City's Information. Except for any tests or studies that the City provides as part of the ITB, any information provided by the City to the Contractor relating to the Project and/or other conditions affecting the Project Site, is provided only for the convenience of the Contractor and does not relieve the Contractor of the due diligence necessary to independently verify local conditions and Site Conditions. The City makes no representation or warranty as to, and assumes no responsibility whatsoever with respect to, the sufficiency, completeness or accuracy of any such test, studies or other information and makes no guarantee, either express or implied, that the conditions indicated in such information or independently found by the Contractor as a result of any examination, exploration or testing, are representative of those existing throughout the performance of the Work or the Project Site, and there is no guarantee against unanticipated or undisclosed conditions. ARTICLE 4. CONTRACT PRICE. 4.1. If the Invitation to Bid Summary or any other Contract Documents contemplate unit pricing for the Project or any portion thereof, City shall pay to Contractor the amounts determined for the total number of each of the units of work completed at the unit price stated in the schedule of prices bid. The number of units contained in this schedule is an estimate only, and final payment shall be made for the actual number of units incorporated in or made necessary by the Work covered by the Contract Documents. Payment shall be made at the unit prices applicable to each integral part of the Work. These prices shall be full compensation for all costs, including overhead and profit, associated with completion of all the Work in full conformity with the requirements as stated or shown, or both, in the Contract Documents. The cost of any item of work not covered by a definite Contract unit price shall be included in the Contract unit price or lump sum price to which the item is most applicable. 13 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 4.2. If the Invitation to Bid Summary or any other Contract Documents contemplate lump sum pricing for the Project, the Contract Price shall be the amount specified in the Contract, consisting of a base bid, and a separate line item for the Owner's Contingency(to be used solely by the City at its sole discretion for the purposes described in the Contract Documents). The Contract Price, exclusive of the Owner's Contingency, shall be full compensation for all labor, materials, equipment, costs, and expenses, including overhead and profit, associated with completion of all the Work accordance with the requirements of the Contract Documents, including all Work reasonably inferable therefrom, even if such item of Work is not specifically or expressly identified as part of a line item in the ITB Price Form. 4.3. To the extent the Project includes both unit prices and a lump sum price, then all sections of this Article 4 shall apply to the item of Work in question, as applicable. 4.4. No Compensation Prior to Notice to Proceed. Prior to the City's issuance of any Notice to Proceed, Contractor shall not incur any cost to be reimbursed as part of the Project, except as the Contract Administrator may authorize in writing. 4.5. Owner's Contingency. The Owner's Contingency shall be an amount, determined by the City, which will be available to the City to pay for Project costs which are expressly chargeable to the City or determined to be the City's responsibility under the Contract Documents, including, as it relates to the Contractor,the following increased costs of the Project incurred by Contractor: a. Express written changes in the Work made in the discretion of the City after issuance of a Change Order or Construction Change Directive relating thereto. The decision to make such changes, and to incur the costs that arise there from, shall be in the sole discretion of the City. No costs may be charged to the Owner's Contingency under this subsection without express approval of City. b. Changes to the Work if ordered by agencies having jurisdiction, provided such Work directly results from City's issuance of a Notice to Proceed prior to obtaining full permits thereon; c. In the event of Excusable Delay, reasonable acceleration costs to meet milestones, if approved by the City at its sole and absolute discretion; d. Differing site conditions pursuant to the Contract Documents; e. Post-hurricane or storm-related Construction Change Directives (to address matters that are in addition to, or not covered by, the Contractor's City-approved Hurricane Preparedness Plan required by the Contract Documents); f. Increased Costs of the Work resulting from other actions of the City deemed to be City's responsibility and/or compensable under the Contract Documents. Unless Contractor secures City's written agreement that such costs are City's responsibility, documentation of responsibility for such costs shall be submitted with the Contractor's Claim. When Contractor has reason to anticipate that such costs may be incurred, it shall be the Contractor's responsibility, when feasible, to provide the City with sufficient advance notice, so as to provide the City with a reasonable opportunity to avoid such costs. Such costs shall be deemed the City's responsibility if City subsequently agrees in writing to grant the Claim and accept such responsibility, or if the Claim is granted and responsibility assigned to City pursuant to the dispute resolution process under the Contract Documents and all reviews thereof are exhausted or waived by City. The Contractor has no right or entitlement whatsoever to the Owner's 14 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Contingency, and use of such funds are subject to the City's prior written approval and issuance of a Change Order or Construction Change Directive by the City at its sole and absolute discretion. Any unused City Contingency remaining at the completion of the Project shall accrue solely to the City. ARTICLE 5. APPLICATION FOR PAYMENT. 5.1. Applications for Payment for the Work performed by Contractor shall be made monthly based upon the percent completion of the Work for each particular month and in accordance with the Contract Documents. The percent completion shall be based upon the updated and City-approved Project Schedule as required by the Contract Documents Contractor's application shall show a complete breakdown of the Project components, the quantities completed and the amount due, together with such supporting evidence as may be required by Consultant or City. Contractor shall include, with each Application for Payment, an updated progress schedule as required by the Contract Documents and a release of liens and consent of surety relative to the Work which is the subject of the Application. Following submission of acceptable supporting documentation along with each Application for Payment, City shall make payment to Contractor after approval by Consultant of an Application for Payment, less retainage as herein provided for and/or withholding of any other amounts pursuant to the Contract Documents, within twenty-five (25) days in accordance with Section 218.735 of the Florida Statutes. 5.2. The City shall withhold from each progress payment made to Contractor retainage in the amount of ten percent(10%)of each such payment until fifty percent(50%)of the Work has been completed.The Work shall be considered 50%complete at the point at which the City has expended 50%of the approved Cost of the Work together with all costs associated with existing change orders or other additions or modifications to the construction services provided for in the Contract Documents. Thereafter, the Contract Administrator shall reduce to five percent (5%) the amount of retainage withheld from each subsequent progress payment made to the Contractor,until Substantial Completion.Any reduction in retainage shall be in accordance with Section 255.078 of the Florida Statutes, as may be amended, and shall otherwise be at the sole discretion of the Contract Administrator,after considering any recommendation of Consultant with respect thereto. Contractor shall have no entitlement to a release of, or reduction in, retainage,except as may be required herein or by Florida law. Any interest earned on retainage shall accrue to the benefit of City. All requests for retainage reduction shall be in writing in a stand-alone document, separate from monthly applications for payment. 5.3. Notwithstanding any provision hereof to the contrary, the City may withhold payments to the Contractor in the following circumstances: a. correction or re-execution of Work which is defective or has not been performed in accordance with the Contract Documents and which the Contractor has failed to correct in accordance with the terms of the Contract Documents; b. past due payments owed to Subcontractors for which City has not been provided an appropriate release of lien/claim (whether or not the Work in question is the subject of any dispute); c. the City's remedies arising from any failure to perform the Contract Documents' requirements or uncured Default of this Contract by the Contractor; 15 )General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 d. damage to another contractor or third-party (including, without limitation, the property of any resident or business in the area surrounding the Project Site)which has not been remedied or, damage to City property which has not been remedied; e. liquidated damages; f. failure of Contractor to provide a Recovery Schedule in accordance with the Contract Documents; g. failure of Contractor to provide any and all material documents required by the Contract Documents including, without limitation, the failure to maintain as-built drawings in a current and acceptable state; and h. pending or imminent Claims of the City or others including, without limitation, Claims which are subject to Contractor's indemnity obligation under the Contract Documents, for which the Contractor has not posted bonds or other additional security reasonably satisfactory to the City. Except as otherwise specifically provided in the Contract Documents, in no event shall any interest be due and payable by the City to the Contractor or any other party on any of the sums retained by the City pursuant to any of the terms or provisions of any of the Contract Documents. 5.4. No acceptance. No progress payment made by the City to Contractor shall constitute acceptance of any portion of the Work, any goods or materials provided under this Agreement or any portion thereof. No partial or entire use or occupancy of the Project by the City shall constitute an acceptance of any portion of the Work or the complete Project which is not in accordance with the Contract Documents. 5.5. Final Bill of Materials. Upon request by the City, Contractor shall be required to submit to City and Consultant a final bill of materials with unit costs for each bid item for supply of materials in place. This shall be an itemized list of all materials with a unit cost for each material and the total shall agree with unit costs established for each Contract item. A Final Certificate for Payment cannot be issued by Consultant until Contractor submits the final bill of materials and Consultant verifies the accuracy of the units of Work. 5.6. Payment by City for Tests. Except when otherwise specified in the Contract Documents, the expense of all tests requested by Consultant shall be borne by City and performed by a testing firm chosen by the City. For road construction projects the procedure for making tests required by Consultant will be in conformance with the most recent edition of the State of Florida, Department of Transportation Standard Specifications for Road and Bridge Construction. The cost of any required test which Contractor fails shall be paid for by Contractor. 5.7. Form of Application: Projected Payment Schedule. The Contractor shall make each Application for Payment on AIA Form G702 or other form approved by the City, which incorporates the budget and the Schedule of Values. For each line item, the Contractor shall state the approved cost, the cost to date, and the projected total cost, and retainage held (if any), shall state that the projected total cost shall not exceed the approved cost, as adjusted by Change Order. Each Application for Payment shall also state the actual costs incurred by the Contractor for the payment period covered by such Application for Payment. ARTICLE 6. PROJECT SCHEDULE AND CONTRACT TIME. 16 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 6.1. Time for Completion. Time is of the essence throughout this Contract. Contractor shall perform the Work so as to achieve Substantial Completion within the number of days specified for Substantial Completion in the Invitation to Bid Summary, and the Project shall be completed and ready for final payment as set forth herein within the number of days specified for Final Completion in the Invitation to Bid Summary, with such Final Completion date calculated from the date certified by Consultant as the date of Substantial Completion. 6.2. Project Schedule; Preliminary Matters. As a condition of issuance of a Notice to Proceed for the construction of the Work(typically, NTP2), Contractor shall submit to Consultant for Consultant's review and acceptance: 6.2.1. A project"Base Line"schedule, one (1)copy on a CD and One (1) hard copy(activities arranged in "waterfall"), in the indicated form for Final review and approval, in accordance with the Project Scheduling Format required in the Invitation to Bid Summary. (CPM shall be interpreted to be generally as outlined in the Association of General Contractors (AGC) publication, "The Use of CPM in Construction.") Contractor shall provide a preliminary man loaded, logic based "Base Line" Project schedule using "Early Start" and "Early Finish" dates for each activity. The Contractor shall include, in addition to normal work activity input, input that encompasses all submittal approvals, delivery durations for important materials and/or equipment, and Logic relationships of activities including physical and site restraints. The preliminary Base Line project schedule when submitted shall have attached a run of the programs generated error report that states no errors and be acceptable to Consultant and City. Monthly, Contractor shall submit with each Application for Payment an update of the Project Schedule with an error report stating no errors (that does not revise the base line schedule), showing the progress for the month("Progress Schedule").CONTRACTOR SHALL SUBMIT ONE HARD COPY AND ONE ELECTRONIC COPY(including a native version and a pdf). In addition to the Progress Schedule Contractor shall include a narrative report of the months' progress, an explanation of any delays and or additions/deletions to activities. City's acceptance of a Progress Schedule for purposes of City's approval of an Application for Payment shall not constitute or be construed as City's approval of the Progress Schedule itself,or as approval of any change to the Project Schedule. Any changes to the Project Schedule, if agreed to, shall be memorialized in a duly executed Change Order. It is strongly recommended that Contractor or the professional who performs scheduling have a vast knowledge in the use of the required scheduling software specified in the Invitation to Bid Summary to develop and update the project schedule. CONTRACTOR agrees to attend weekly progress meetings and provide an two (2) week look ahead schedule for review and discussion and monthly be prepared to discuss any: 1) Proposed changes to the Base Line schedule logic; 2) Explain and provide a narrative for reasons why logic changes should be made; 3) Update to individual subcontractor activities; and 4) Integration of changes into the schedule. 17 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 The Project Schedule shall be the basis of the Contractor's Work and shall be complied with in all respects. 6.2.2. A preliminary schedule of Shop Drawing submissions; and 6.2.3. In a lump sum contract or in a contract which includes lump sum bid items of Work, a preliminary schedule of values for all of the Work which may include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of work which will be confirmed in writing by Contractor at the time of submission. If requested by the City, Contractor shall provide additional breakdowns as to any line item, to show labor, equipment, materials and overhead and profit. 6.2.4. After award but prior to the submission of the progress schedule, Consultant, Contract Administrator and Contractor shall meet with all utility owners and secure from them a schedule of utility relocation, provided, however,that by facilitating Contractor's efforts to coordinate with such utilities, City is not assuming the obligation to coordinate any necessary relocations and Contractor shall be solely responsible for such coordination. 6.2.5. At a time specified by Consultant but before Contractor starts the work at the Project Site, a conference attended by Contractor, Consultant and others as deemed appropriate by Contract Administrator will be held to discuss the schedules to discuss procedures for handling Shop Drawings and other submittals and for processing Applications for Payment, and to establish a working understanding among the parties as to the Work. 6.2.6. Within five (5) days from the Project Initiation Date set forth in the Notice to Proceed, a pre- construction meeting attended by Contractor, Consultant and others, as appropriate, will be held to finalize the schedules submitted. Within ten (10)days after the Project Initiation Date set forth in Notice to Proceed, the Contractor shall revise the original schedule submittal to address all review comments from the CPM review conference and resubmit for Consultant review. The finalized progress schedule will be accepted by Consultant only as providing an orderly progression of the Work to completion within the Contract Time, but such acceptance shall not constitute acceptance by City or Consultant of the means or methods of construction or of the sequencing or scheduling of the Work, and such acceptance will neither impose on Consultant or City responsibility for the progress or scheduling of the Work nor relieve Contractor from full responsibility therefore. The finalized schedule of Shop Drawing submissions must be acceptable to Consultant as providing a workable arrangement for processing the submissions. The finalized schedule of values must be acceptable to Consultant as to form and substance. 6.3. Recovery Schedule. 6.3.1. If Contractor's Work, or any portion of the Work, becomes more than (30) days behind schedule, if the Work on any critical path item or activity delineated in the Project Schedule is delayed for a period which exceeds 5% of the days remaining until a completion deadline for an item in the Project Schedule, or if the reasonably appears that the Contractor will be unable to meet the deadlines of the Project Schedule, the City may notify Contractor of same, and in such case, the Contractor shall submit a proposed recovery plan to regain lost schedule progress and to achieve any Project milestones, Substantial Completion, and Final Completion in accordance with the Contract Documents ("Recovery Schedule"), after taking into account Excusable Delays (as hereinafter defined) and permitted extensions of the Project for 18 I General Conditions for Construction Contracts(April 13, 2020( DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 review and acceptance within seven (7)days following notification from the City, so as to ensure Contractor makes up lost time. 6.3.2. City shall notify Contractor within five (5) business days after receipt of each Recovery Schedule, whether the Recovery Schedule is deemed accepted or rejected. Within five (5) business days after City's rejection of any Recovery Schedule, Contractor will resubmit a revised Recovery Schedule incorporating City's comments. If the City accepts Contractor's Recovery Schedule, Contractor shall, within five (5) business days after City's acceptance, incorporate and fully include the Recovery Schedule into the Project Schedule and deliver same to City. 6.3.3. If the Contractor fails to provide an acceptable Recovery Schedule, as determined by City in its sole discretion, that demonstrates Contractor's ability to timely follow the Project Schedule, the City may,without prejudice to any other rights and remedies available to the City hereunder or otherwise,declare an Event of Default or order the Contractor to employ such extraordinary measures, including acceleration of the Work, and other measures, including substantially increasing manpower and/or necessary equipment, as may be necessary to bring the Work into conformity with the Project Schedule. 6.4. Substantial Completion. As a condition of Substantial Completion, all of the following must occur: 6.4.1. All Work affecting the operability of the Project or safety has been completed in accordance with the Contract Documents; 6.4.2. If applicable,all pre-commissioning activities, including alignment, balancing, lubrication and first-fill, have been completed; 6.4.3. The Work may be operated within manufacturers' recommended limits (with all installation instructions, operations and maintenance manuals or instructions for equipment furnished by Contractor, catalogs, product data sheets for all materials furnished by Contractor and similar information provided), in compliance with Applicable Laws, and without damage to the Work or to the Project; 6.4.4. Contractor has corrected all defects,deficiencies and/or discrepancies to the entire Work as identified by the City or the Consultant, and the Consultant confirms such corrections have been made in writing; 6.4.5. The most recent updated set of "as-built" drawings reflecting the progress of the Work through Substantial Completion (in native file format, such as autoCAD); 6.4.6. When Contractor believes it has achieved Substantial Completion, Contractor shall request an inspection by the City and the Consultant, and shall provide the City with evidence supporting its assessment of Substantial Completion, including any specific documents or information requested by the City to assist in its evaluation thereof. Contractor shall,prior to said inspection,develop its preliminary Punch List for input and comment by the City and the Consultant. Once the preliminary Punch List is submitted to the City, the City and its representatives shall then schedule a walk-through of the Project with Contractor and the Consultant. Following the walk-through, Contractor shall develop and provide City with the list of all remaining items of Work to be completed or corrected,and which incorporates items and comments identified or provided by the City and Consultant comments and is certified for completeness and accuracy by the Consultant ("Substantial Completion Punch List"), provided, however, that failure to include any items on 19 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 such Substantial Completion Punch List does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents; and 6.4.7. Any and all appurtenances, utilities, transportation arteries and any other items required under the Contract Documents and necessary to serve that portion of the Work are sufficiently completed, a temporary certificate of completion or Certificate of Occupancy,as applicable,is issued for the Work for which a Certificate of Substantial Completion is being sought and/or all conditions or requirements of authorities having jurisdiction are complied with,to permit the City to utilize and occupy that portion for its intended use in accordance with the Contract Documents without material interference from any incomplete or improperly completed items of Work; 6.4.8. With respect to any Project for which a right-of-way permit is required from the City's Public Works Department or which includes a final lift of asphalt as part of the Work, in no event shall Substantial Completion occur prior to the final lift of asphalt and acceptance thereof by the agencies having jurisdiction (including, without limitation, the City's Public Works Department). 6.5. Certificate of Substantial Completion. Any determination by the Consultant and the Contractor of Substantial Completion shall not be binding on the City, and the ultimate determination of Substantial Completion shall rest with the City and shall be evidenced by the City's executing and returning to the Contractor its Certificate of Substantial Completion (or Partial Substantial Completion, as applicable). 6.5.1. When the City,on the basis of an inspection,determines that the Work or designated portion thereof is substantially complete, and when the Contractor has complied with all other conditions precedent to Substantial Completion provided for in the other Contract Documents, the City will then prepare a Certificate of Substantial Completion which shall establish the Substantial Completion Date, shall state the responsibilities of Contractor, if any, for security, maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within which the Contractor shall complete the items listed in the Substantial Completion Punch List. If the City issues a Certificate of Substantial Completion on the basis of partial completion of the Project, or upon the basis of a partial or temporary certificate of occupancy or certificate of completion, as applicable, City may include such additional conditions, as it deems appropriate to protect its interests pending substantial completion of the entire Project or issuance of a permanent certificate of occupancy or certificate of completion, as applicable. 6.5.2. The City shall not unreasonably withhold or condition acceptance and execution of a Certificate of Substantial Completion (or a Notice of Partial Substantial Completion); provided, however, the Project shall not be deemed Substantially Complete and the City shall not execute a Certificate of Substantial Completion until all of the criteria for achieving Substantial Completion as identified in the Contract Documents have been satisfied,and (2) in the case of a portion of the Project,the conditions set forth this Article 6 relating to Partial Substantial Completion shall have been satisfied. 6.6. Partial Substantial Completion. Partial Substantial Completion of the Work shall occur when the City determines that a portion of the Work, as defined in the Contract Documents and/or otherwise by logical boundaries, is Substantially Complete in accordance with the Contract Documents. The City may(but shall not be obligated to)agree that a portion or component of the Work,acceptable to the City in its sole discretion, may be certified as Substantially Complete provided that: 6.6.1. The requirements provided in this Article 6 for issuance of a Certificate of Substantial Completion are complied with for the portion of the Work for which a Notice of Partial Substantial Completion is being 20 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 sought; 6.6.2. Such portion and any and all appurtenances, utilities, transportation arteries and any other items required under the Contract Documents and necessary to serve that portion of the Work are sufficiently completed, a temporary certificate of completion or Certificate of Occupancy, as applicable, is issued for the portion of the Work for which a Certificate of Partial Substantial Completion is being sought and/or all conditions or requirements of authorities having jurisdiction are complied with,to permit the City to utilize and occupy that portion for its intended use in accordance with the Contract Documents without material interference from any incomplete or improperly completed items of Work; 6.6.3. The City is fully able to use and occupy the portion of the Work for the purposes intended and the Contractor separates the portion of the Work which is Substantially Complete from non-complete areas of the Project in order to prevent noise, dust and other construction disturbances which would materially interfere with the use of such portion for its intended use in accordance with the Contract Documents and to assure the safety of those entering,exiting and occupying the Substantially Completed portion of the Work; 6.6.4. Partial Substantial Completion shall not constitute Final Completion of the Work or Substantial Completion of the Project, nor shall it relieve the Contractor of any responsibility for the correction of Work (whether or not included in portion of Work Substantially Complete) or for the performance of Work not complete at the time of Partial Substantial Completion. 6.7. Liquidated Damages. 6.7.1. Upon failure of Contractor to achieve Substantial Completion within the time period specified in the Invitation to Bid Summary for Substantial Completion, as such date may be extended pursuant to the terms of the Contract Documents, Contractor shall pay to City the sum specified in the Invitation to Bid Summary for"Liquidated Damages"for each calendar day after the time specified in the Invitation to Bid Summary for Substantial Completion, plus any approved time extensions, for Substantial Completion. Partial Substantial Completion shall not relieve Contractor of any responsibility for Liquidated Damages for failure to timely achieve Substantial Completion. 6.7.2. After Substantial Completion is achieved, should Contractor fail to complete the remaining Work within the time specified in the Invitation to Bid Summary for Final Completion, plus approved time extensions thereof, Contractor shall pay to City the sum set forth in the Invitation to Bid Summary as "Liquidated Damages" for each calendar day after the time specified in the Invitation to Bid Summary for Final Completion, plus any approved extensions. 6.7.3. Contractor agrees that the Liquidated Damages set forth herein are not penalties and have been set based on an evaluation by City of damages to City and the public caused by untimely performance. Such damages may include loss of revenues to the City, and additional costs of administering this Agreement, including Project staff, legal, accounting, consultants and overhead and other administrative costs. Contractor acknowledges that the amounts established for Liquidated Damages are fair and commercially reasonable. Contractor and City have agreed to the Liquidated Damages in order to fix Contractor's costs and to avoid later disputes over which items are properly chargeable to Contractor as a consequence of Contractor's delays. 21 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 The above-stated liquidated damages shall apply separately to each portion of the Project for which a time for completion is given. City is authorized to deduct liquidated damages from monies due to Contractor for the Work under this Contract or as much thereof as City may,in its sole discretion,deem just and reasonable. Liquidated Damages shall apply,whether or not the City terminates Contractor for cause and whether or not Surety completes the Project after a Default by Contractor. Liquidated Damages shall apply solely to claims arising from delay in meeting any milestone for which the right to assess Liquidated Damages is specified, including, without limitation, Substantial Completion, and Final Completion,and shall be the City's sole remedy for delay, and are not intended to, and do not, liquidate Contractor's liability under any other provision of the Contractor Documents for other events not specifically referenced in this Article 6. Liquidated Damages shall not liquidate Contractor's liability under the indemnification provisions of this Agreement. Contractor, in addition to reimbursing City for Liquidated Damages or other damages for untimely performance as provided herein, shall reimburse City for all costs incurred by City to repair, restore, or complete the Work, as may be provided by the Contract Documents, including, without limitation, any additional design fees that may be due to the Consultant related thereto. All such costs shall be deducted from the monies otherwise due Contractor for performance of Work under this Agreement by means of unilateral credit or deductive Change Orders issued by City. In the event a court of competent jurisdiction determines that any Liquidated Damages amount herein is unenforceable notwithstanding Contractor's agreement herein that such amounts are fair and reasonable, Contractor shall not be relieved of its obligations to the City for the actual damages resulting from the failure to timely achieve Substantial Completion or Final Completion in accordance with the requirements of the Contract Documents. Without limiting the foregoing, City and Contractor covenant not to bring any action in a court of competent jurisdiction that would ask the court to rule that the Liquidated Damages amounts are not fair and reasonable. 6.8. Beneficial Occupancy. Beneficial Occupancy shall occur when the City determines that a portion of the Work may be occupied prior to Substantial Completion. City may take Beneficial Occupancy in accordance with the provisions of the Contract Documents. 6.8.1. Prior to the anticipated date of Beneficial Occupancy, Contractor shall separate the portion of the Work to be occupied from non-complete areas of the Project in order to prevent noise, dust and other construction disturbances which would materially interfere with the use of such portion for its intended use in accordance with the Contract Documents and to assure the safety of those entering, exiting and occupying the completed portion to be occupied. 6.8.2. Beneficial Occupancy shall not constitute Substantial Completion or Final Completion of the Work, nor shall it relieve the Contractor of any responsibility for the correction of Work(whether or not included in the portion of Work to be occupied) or for the performance of Work not complete at the time of Beneficial Occupancy. 6.8.3. After Beneficial Occupancy and as conditions of Substantial Completion,the Contractor shall deliver to the City complete as-built drawings, all approved Shop Drawings, maintenance manuals, pamphlets, charts, parts lists and specified spare parts, operating instructions and other necessary documents required for all installed materials, equipment, or machinery, all applicable warranties and guarantees, and the appropriate certificate of occupancy or certificate of completion that are related to the portion of the Work being occupied. 22 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 6.8.4. Contractor's insurance on the unoccupied or unused portion or portions of the Project Site shall not be canceled or lapsed on account of such Beneficial Occupancy. 6.8.5. Contractor shall be responsible to maintain all utility services to areas occupied by the City until Final Completion. 6.9. Final Completion. Final Completion of the Project shall be deemed to have occurred if all the following have occurred: 6.9.1. Substantial Completion of the entire Project has occurred; 6.9.2. The Work can be used and operated in accordance with Applicable Laws bearing on the performance of the Work and applicable permits; 6.9.3. All spare parts, special tools and attic stock purchased by Contractor as part of Vendor supplies shall have been delivered to City and clear of all Liens; 6.9.4. All items on the Substantial Completion Punch List shall have been completed by Contractor to City's satisfaction and all final inspections have been performed; 6.9.5. Contractor has satisfied the additional conditions prescribed by the City in conjunction with a Certificate of Substantial Completion issued on the basis of partial completion of the Project, or a partial or temporary Certificate of Occupancy or Certificate of Completion, as applicable; 6.9.6. Contractor has delivered evidence to the City that all permits that are Contractor's responsibilities as specified under the Contract Documents have been satisfied and closed, and that a Certificate of Completion or Certificate of Occupancy(as applicable) has been issued by the authority having jurisdiction, and the Project or designated portion thereof is sufficiently complete in accordance with the Contract Documents and can be used for its intended purpose for uninterrupted operation,including,without limitation, acceptance of completed as-builts, if required by the agency having jurisdiction. 6.9.7. Contractor shall have provided to City final releases and complete and unconditional waivers of liens for all Work performed by Contractor and each Subcontractor or Suppliers, and a Consent of Surety to Final Payment; 6.9.8. Contractor shall have delivered to the City a certification identifying all outstanding Claims(exclusive of any Liens or other such encumbrances which must have been discharged) of Contractor (and of its Subcontractors, Suppliers and any other party against Contractor) with written documentation reasonably sufficient to support and/or substantiate such Claims; 6.9.9. Contractor shall have delivered to the City a written assignment of all warranties or guaranties which Contractor received from Subcontractors or Suppliers to the extent Contractor is obligated to do so; 6.9.10. Contractor shall have delivered to City a complete set of as-built documents and Project Records prepared in accordance with the Contract Documents; 23 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 6.9.11. Contractor has delivered to City all other submittals required by the Contract Documents, including all installation instructions, operations and maintenance manuals or instructions for equipment furnished by Contractor,catalogs, product data sheets for all materials furnished by Contractor and similar information; 6.9.12. All rubbish and debris have been removed from the Project Site; and 6.9.13. All Construction aids, equipment and materials have been removed from the Project Site. 6.9.14. Contractor has delivered to the City all executed warranties and guarantees required by the Contract Documents, all of which shall be in the name of the City and run to the benefit of the City; 6.9.15. If applicable, certificates of insurance indicating that any insurance required of the Contractor or Subcontractors by the Contract Documents shall remain in full force and effect for the required period of time; 6.9.16. Any other documentation establishing payment or satisfaction of obligations, including receipts, releases and final waivers of lien from the Contractor and all Subcontractors, to the extent and in such form as may be reasonably required by the City; 6.9.17. Final Completion is a condition precedent to City's final payment to Contractor and issuance of the Final Certificate for Payment. Final payment shall be made only after the City Manager or his designee has reviewed a written evaluation of the performance of Contractor prepared by the Contract Administrator, and approved the final payment. 6.9.18. Waiver of Claims. The release by the City and acceptance of the final payment by Contractor shall operate as and shall be a release to the City from all present and future Claims or liabilities, of whatever kind or nature, arising under, relating to or in connection with this Contract for anything done or furnished or relating to the Work or the Project, or from any act or omission of the City relating to or connected with the Contract Documents, the Work or the Project, except those Claims or liabilities, if any, for which the Contractor has provided the City with written notice pursuant to and in strict compliance with the "Claims" and notice requirements set forth in the Contract Documents, and containing a detailed reservation of rights that identifies the precise nature of the dispute, all facts in support of Contractor's Claim,the particular scope of Work giving rise to the Claim,and the maximum amount and/or time sought in connection with the Claim. ARTICLE 7. INSPECTION OF WORK; CORRECTION OF NON-CONFORMING OR DEFECTIVE WORK. 7.1. Consultant, City (and its authorized designees), and representatives of any regulatory agencies having jurisdiction over the Project, shall at all times have access to the Work and the Project Site, and Contractor shall provide proper facilities for such access and for inspecting,measuring and testing.Whenever requested, Contractor shall give the City and any inspectors or representatives appointed by the City free access to its Work during normal working hours either at the Project Site or its shops, factories, or places of business of Contractor and its Subcontractors and suppliers for properly inspecting materials,equipment and Work, and shall furnish them with full information as to the progress of the Work in its various parts. 7.2. Should the Contract Documents, Consultant's instructions, any laws, ordinances, or any public authority require any of the Work to be specially tested or approved, Contractor shall give Consultant timely notice of readiness of the Work for testing. If the testing or approval is to be made by an authority other than 24 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 City, timely notice shall be given of the date fixed for such testing. Testing shall be made promptly, and, where practicable, at the source of supply. If any of the Work should be covered up without approval or consent of Consultant, it must, if required by Consultant, be uncovered for examination and properly restored at Contractor's expense. 7.3. Reexamination of any of the Work may be ordered by Consultant with prior written approval by the Contract Administrator, and if so ordered, the Work must be uncovered by Contractor. If such Work is found to be in accordance with the Contract Documents, City shall pay the cost of reexamination and replacement by means of a Change Order. If such Work is not in accordance with the Contract Documents, Contractor shall pay such cost. 7.4. Inspectors shall have no authority to permit deviations from, or to relax any of the provisions of, the Contract Documents or to delay the Contract by failure to inspect the materials and work with reasonable promptness without the written permission or instruction of Consultant. 7.5. The payment of any compensation, whatever may be its character or form, or the giving of any gratuity or the granting of any favor by Contractor to any inspector, directly or indirectly, is strictly prohibited, and any such act on the part of Contractor will constitute a breach of this Contract. 7.6. The Contractor shall coordinate all technical inspection and testing provided by professionals designated by the City, the Consultant, permitting authorities, and others. The Contractor shall also schedule the services of independent testing laboratories and provide the necessary testing of materials to ensure conformance to the Contract Documents and provide a copy of all inspection and testing reports to the City on the day of inspection or test.The Contractor shall provide reasonable prior notice to appropriate inspectors before the Work is covered up, but in no event less than 24 hours before the Work is covered up. All costs for uncovering Work not inspected and any reconstruction due to lack of reasonable prior notice shall be borne by Contractor at its sole cost and expense. Any time billed by inspectors for inspection where the Work is not ready to be inspected shall be at Contractor's sole cost and expense. If any members of the Project team are to observe said inspections, tests or approvals required by the Contract Documents, they shall be notified in writing by the Contractor of the dates and times of the inspections,tests or other approvals. The Contractor shall schedule,direct and/or review the services of or the reports and/or findings of surveyors, environmental consultants and testing and inspection agents engaged by the City. All Materials and Equipment furnished by Contractor and Work performed by Contractor shall at all times be subject to inspection and testing by City or inspectors or representatives appointed by City. If any of the Work should be covered up without approval or consent of City's Project Coordinator, or without necessary test and inspection, Contractor shall, if required by City's Project Coordinator or by public authorities, uncover such Work for examination and testing, and shall re-cover same at Contractor's expense. 7.7. Defective or Non-Conforming Work. 7.7.1. Consultant and City shall have the authority to reject or disapprove work which either Consultant or City find to be defective. If required by Consultant or City, Contractor shall promptly either correct all defective work or remove such defective work and replace it with non-defective work. Contractor shall bear all direct, indirect and consequential costs of such removal or corrections including cost of testing laboratories and personnel. 7.7.2. Should Contractor fail or refuse to remove or correct any defective work or to make any necessary repairs in accordance with the requirements of the Contract Documents within the time indicated in writing 25 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 by Consultant, City shall have the authority to cause the defective work to be removed or corrected, or make such repairs as may be necessary at Contractor's expense. Any expense incurred by City in making such removals, corrections or repairs, shall be paid for out of any monies due or which may become due to Contractor, or may be charged against the Performance Bond. In the event of failure of Contractor to make all necessary repairs promptly and fully, City may declare Contractor in default. 7.7.3. If, within one (1) year after the date of Substantial Completion or such longer period of time as may be prescribed by the terms of any applicable special warranty required by the Contract Documents, or by any specific provision of the Contract Documents, any of the Work is found to be defective or not in accordance with the Contract Documents, Contractor, after receipt of written notice from City, shall promptly correct such defective or nonconforming Work within the time specified by City without cost to City, to do so. Nothing contained herein shall be construed to establish a period of limitation with respect to any other obligation which Contractor might have under the Contract Documents including but not limited to, Contractor's warranty obligations hereof and any claim regarding latent defects. 7.7.4. Failure to reject any defective work or material shall not in any way prevent later rejection when such defect is discovered, or obligate City to final acceptance. 7.8. Cleaning Up; City's Right to Clean Up. Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by its operations. At the completion of the Project, Contractor shall remove all its waste materials and rubbish from and about the Project as well as its tools, construction equipment, machinery and surplus materials. If Contractor fails to clean up during the prosecution of the Work or at the completion of the Work, City may do so and the cost thereof shall be charged to Contractor. If a dispute arises between Contractor and separate contractors as to their responsibility for cleaning up, City may clean up and charge the cost thereof to the contractors responsible therefore as Consultant shall determine to be just. ARTICLE 8. SAFETY AND PROTECTION OF PROPERTY. 8.1. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Project. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 8.1.1. All employees on the work site and other persons who may be affected thereby; 8.1.2. All the work and all materials or equipment to be incorporated therein, whether in storage on or off the Project Site; and 8.1.3. Other property at the Project Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 8.2. Contractor shall comply with all Applicable Laws for the safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. City and Contractor shall notify owners of adjacent property and utilities when prosecution of the work may affect them. Contractor shall be responsible for and shall remedy all damage, injury or loss to any property,caused directly or indirectly, in whole or in part, by Contractor,any Subcontractor,or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. Contractor's 26 I General Conditions for Construction Contracts(April 13, 20201 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 duties and responsibilities for the safety and protection of the work shall continue until such time as all the Work is completed and Consultant has issued a notice to City and Contractor that the Work is acceptable except as otherwise provided in the Contract Documents. 8.3. Contractor shall designate a responsible member of its organization at the Work site whose duty shall be the prevention of accidents. This person shall be Contractor's Construction Superintendent, unless otherwise designated in writing by Contractor to City. 8.4. Contractor's Responsibility for Damages and Accidents. 8.4.1. Contractor shall accept full responsibility for the Work against all loss or damage of whatsoever nature sustained until final acceptance by City, and shall promptly repair any damage done from any cause whatsoever. 8.4.2. Contractor shall be responsible for all materials, equipment and supplies pertaining to the Project. In the event any such materials,equipment and supplies are lost, stolen, damaged or destroyed prior to final acceptance by City, Contractor shall replace same without cost to City. 8.5. Occupational Health and Safety. 8.5.1. 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 bid must be accompanied by a Material Safety Data Sheet(MSDS) which may be obtained from the manufacturer. The MSDS must include the following information: a. The chemical name and the common name of the toxic substance. b. The hazards or other risks in the use of the toxic substance, including: i. The potential for fire, explosion, corrosion, and reaction; ii. The known acute and chronic health effects of risks from exposure, including the medical conditions which are generally recognized as being aggravated by exposure to the toxic substance; and iii. The primary routes of entry and symptoms of overexposure. c. The proper precautions,handling practices,necessary personal protective equipment,and other safety precautions in the use of or exposure to the toxic substances, including appropriate emergency treatment in case of overexposure. d. The emergency procedure for spills, fire, disposal, and first aid. e. A description in lay terms of the known specific potential health risks posed by the toxic substance intended to alert any person reading this information. The year and month, if available,that the information was compiled and the name, address, and emergency telephone number of the manufacturer responsible for preparing the information. 27 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 8.6. Hurricane and Tropical Storm Precautions. 8.6.1. During such periods of time as are designated by the United States Weather Bureau as being a hurricane warning or tropical storm alert, the Contractor, at no cost to the City, shall take all precautions necessary to secure the Project Site in response to all threatened storm events, regardless of whether the City or Consultant has given notice of same. 8.6.2. Contractor's Hurricane Preparedness Plan shall, at a minimum, include the following: (1) monitoring of the real time weather radar and insuring reasonable precautions are taken prior to and during inclement weather conditions, from a severe thunderstorms to a category 5 hurricane, to prevent accidents and to minimize property damage; (2) preparing an emergency phone list showing home phone numbers of all project personnel and subcontractor's supervisors, including all land lines and cell phones, to be used for emergency purposes only; (3) ensuring the project jobsite's equipment and buildings are protected, identifying vulnerable work in progress and determining how to best protect it from damage, and capping all incomplete piping to prevent sand filtration; (4) cleaning the entire project, inside and out, removing trash from the job site, clearing all materials that can become airborne, verifying that all erosion and sediment control devices are in place and meet adequate standards, and removing screening on fences and signs;(5) arranging for the pickup of all dumpsters and portable toilets and secure all materials and equipment, anchoring or restraining everything that could blow away, and removing all non-essential barricades; and (6) the documenting of conditions of the project and the surrounding area before and after the incident (photographs and video). 8.6.3. Contractor shall be solely responsible for all costs of all precautions and Work covered by Contractor's Hurricane Preparedness Plan. Compliance with Contractor's Hurricane Preparedness Plan shall not constitute additional Work. 8.6.4. Any additional Work not covered in the Hurricane Preparedness Plan relating to hurricane warning or tropical storm alert at the Project Site will be addressed by a Change Order in accordance with the Contract Documents. 8.6.5. Suspension of the Work caused by a threatened or actual storm event, regardless of whether the City has directed such suspension,will entitle the Contractor to additional Contract Time as noncompensable, excusable delay, and shall not give rise to a claim for compensable delay. 8.6.6. Within ten (10) calendar days after the Project Initiation Date specified in the Notice to Proceed, Contractor shall submit to the City a Hurricane Preparedness Plan. 8.7. Location and Damage to Existing Facilities,Equipment or Utilities. 8.7.1. As far as possible, all existing utility lines in the Project area have been shown on the plans. However,City does not guarantee that all lines are shown,or that,the ones indicated are in their true location. As part of the Contract Price, it shall be the Contractor's responsibility to identify and locate all underground and overhead utility lines or equipment affecting or affected by the Project, whether or not shown on the plans. 8.7.2. The Contractor shall notify each utility company involved at least ten (10)days prior to the start of construction to arrange for positive underground location, relocation or support of its utility where that utility may be in conflict with or endangered by the proposed construction. Relocation of water mains or other 28 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID'.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 utilities for the convenience of the Contractor shall be paid by the Contractor. All charges by utility companies for temporary support of its utilities shall be paid for by the Contractor(for utilities indicated in the Contract Documents). All costs of permanent utility relocation to avoid conflict shall be the responsibility of the utility company involved, if indicated in the Contract Documents. No additional payment will be made to the Contractor for utility relocations indicated in the Contract Documents, whether or not said relocation is necessary to avoid conflict with other lines. 8.7.3. If Contractor, as part of its responsibility to identify all utility lines, identifies utility conflicts which materially differ from those indicated in the Contract Documents, such utility conflicts (for items not indicated in the Contract Documents) shall be addressed pursuant to the requirements of "Differing Site Conditions" as set forth in Article 10 shall apply. 8.7.4. The Contractor shall reasonably schedule the Work, and the phasing thereof, in such a manner so that the overall Project Schedule is not impacted and completion of the Work is not delayed by the utility providers relocating or supporting their utilities, The Contractor shall coordinate its activities with any and all public and private utility providers occupying the right-of-way. No compensation will be paid to the Contractor for any loss of time or delay, except as provided in Article 10 of the Contract Documents. 8.7.5. All overhead, surface or underground structures and utilities encountered are to be carefully protected from injury or displacement. All damage to such structures is to be completely repaired within a reasonable time; needless delay will not be tolerated. The City reserves the right to remedy such damage by ordering outside parties to make such repairs at the expense of the Contractor. All such repairs made by the Contractor are to be made to the satisfaction of the utility owner. All damaged utilities must be replaced or fully repaired. All repairs are to be inspected by the utility owner prior to backfilling. 8.8. Risk of Loss. The risk of loss to any of the Work and to any goods, materials and equipment provided or to be provided under the Contract Documents, shall remain with the Contractor until Substantial Completion. Should any of the Work, or any such goods, materials and equipment, be destroyed, mutilated, defaced or otherwise damaged prior to the time the risk of loss has shifted to the City,the Contractor shall repair or replace the same at its sole cost. The Performance Bond and Payment Bond or other security or insurance protection required by the Contract Documents or otherwise provided by the City or the Contractor shall in no way limit the responsibility of the Contractor under this Section. ARTICLE 9. BONDS, INSURANCE AND INDEMNITY, 9.1. Performance Bond and Payment Bond: The Contractor shall, within ten (10) business days of the Contract Date, furnish and deliver to the City a payment bond and a performance bond, in a form to be provided by the City, issued by sureties licensed and authorized to do business in the State of Florida, covering the faithful performance and completion of the Project pursuant to the Contract Documents, including the performance and completion of those services provided by Subcontractors of any tier and covering the payment of all obligations arising hereunder including but not limited to, the payment for all materials used in the performance of the Project in accordance with the Contract Documents, and for all labor and services performed under the Contract Documents (including materials, labor and/or services provided by Subconsultants and Subcontractors of any tier), whether by Subcontractors or otherwise. Each of the aforesaid bonds (collectively herein referred to as the "Performance Bond and Payment Bond") shall have a penal amount equal to the Contract Price, unless otherwise approved by the City and to the extent permitted by law. Each bond shall be increased in the amount of any change to the Contract Price. Each bond shall continue in effect for one (1)year after Final Completion of the Work. /9 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 The Performance Bond and Payment Bond and the sureties issuing such bonds shall meet all the requirements set forth in the Contract Documents and the Performance Bond and Payment Bond shall each be in the form attached hereto or shall otherwise be acceptable to the City in its reasonable discretion. If any of the sureties on the Performance Bond and Payment Bond at any time fails to meet said requirements, or is deemed to be insufficient security for the penalty of said bond, then the City may, on giving thirty(30)days' notice thereof in writing, require the Contractor to furnish a new and/or additional bond(s) in the above amounts with such sureties thereon being licensed and authorized to do business in the State of Florida and as shall be satisfactory to the City. The Contractor shall pay all costs of compliance with this Article as part of the Contract Price. Pursuant to the requirements of Section 255.05(1)(a), Florida Statutes, as may be amended from time to time, Contractor shall ensure that the bond(s) referenced above shall be recorded in the public records of Miami-Dade County and provide City with evidence of such recording. 9.2. Alternate Form of Security: In lieu of a Performance Bond and a Payment Bond, Contractor may furnish alternate forms of security which may be in the form of cash, money order, certified check, cashier's check or unconditional letter of credit in the form attached hereto, which shall be in accordance with Section 255.05, Florida Statutes. Such alternate forms of security shall be subject to the prior approval of City and for same purpose and shall be subject to the same conditions as those applicable above and shall be held by City for one year after completion and acceptance of the Work. 9.3. Qualification of Surety: Bid Bonds, Performance Bonds and Payment Bonds over Five Hundred Thousand Dollars ($500,000.00): 9.3.1. Each bond must be executed by a surety company of recognized standing, authorized to do business in the State of Florida as surety, having a resident agent in the State of Florida and having been in business with a record of successful continuous operation for at least five (5)years. 9.3.2. The surety company shall hold a current certificate of authority as acceptable surety on federal bonds in accordance with United States Department of Treasury Circular 570, Current Revisions. If the amount of the Bond exceeds the underwriting limitation set forth in the circular, in order to qualify, the net retention of the surety company shall not exceed the underwriting limitation in the circular, and the excess risks must be protected by coinsurance, reinsurance, or other methods in accordance with Treasury Circular 297, revised September 1, 1978 (31 DFR Section 223.10, Section 223.111). Further, the surety company shall provide City with evidence satisfactory to City, that such excess risk has been protected in an acceptable manner. 9.3.3. The City will accept a surety bond from a company with a rating of B+ or better for bonds up to $2 million, provided, however, that if any surety company appears on the watch list that is published quarterly by Intercom of the Office of the Florida Insurance Commissioner, the City shall review and either accept or reject the surety company based on the financial information available to the City. A surety company that is rejected by the City may be substituted by the Bidder or proposer with a surety company acceptable to the City, only if the bid amount does not increase. The following sets forth, in general,the acceptable parameters for bonds: Policy- Financial holder's Size Amount of Bond Ratings Category 30 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID.7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 500,001 to 1,000,000 B+ Class I 1,000,001 to 2,000,000 B+ Class II 2,000,001 to 5,000,000 A Class III 5,000,001 to 10,000,000 A Class IV 10,000,001 to 25,000,000 A Class V 25,000,001 to 50,000,000 A Class VI 50,000,001 or more A Class VII 9.3.4. For projects of$500,000.00 or less, City may accept a Bid Bond, Performance Bond and Payment Bond from a surety company which has twice the minimum surplus and capital required by the Florida Insurance Code at the time the invitation to bid is issued, if the surety company is otherwise in compliance with the provisions of the Florida Insurance Code, and if the surety company holds a currently valid certificate of authority issued by the United States Department of the Treasury under Section 9304 to 9308 of Title 31 of the United States Code, as may be amended from time to time. The Certificate and Affidavit so certifying should be submitted with the Bid Bond and also with the Performance Bond and Payment Bond. 9.3.5. Unless more stringent surety requirements of any grantor agency are set forth within the Supplemental Conditions, the provisions of this Article shall apply. 9.4. Insurance Requirements. The Bidder shall furnish to the Procurement Department, City of Miami Beach, 1755 Meridian Avenue,3rd Floor, Miami, Florida 33139, Certificate(s)of Insurance which indicate that insurance coverage has been obtained which meets the requirements set forth in the Invitation to Bid Summary(and/or exhibits thereto). 9.4.1. Additional Insured Status. The City of Miami Beach must be covered as an additional insured with respect to liability arising out of work or operations performed by or on behalf of the Consultant. 9.4.2. Waiver of Subrogation. Contractor hereby grants to City of Miami Beach a waiver of any right to subrogation which any insurer of the Contractor may acquire against the City of Miami Beach by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City of Miami Beach has received a waiver of subrogation endorsement from the insurer. 9.4.3. Other Insurance Provisions. a. For any claims related to this project, the Contractor's coverage shall be primary insurance as respects the City of Miami Beach, its officials, officers, employees, and volunteers. Any insurance or self-insurance maintained by the City of Miami Beach shall be excess of the Contractor's insurance and shall not contribute with it. b. Each policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City of Miami Beach. c. If any excavation work is included in the Contract, it is understood and agreed that Contractor's Liability policy shall not contain exclusion for XCU (Explosion, Collapse and Underground) coverage. If any coverage required is written on a claims-made form: a. The retroactive date must be shown, and must be before the date of the contract or the 3 I I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 beginning of contract work. b. Insurance must be maintained and evidence of insurance must be provided for at least five(5) years after completion of the contract of work. c. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date, the Contractor must purchase extended period coverage fora minimum of five(5)years after completion of the contract work. d. A copy of the claims reporting requirements must be submitted to the City of Miami Beach Risk Management(or its designee)for review. e. If the services involved lead-based paint or asbestos identification/ remediation, the Contractors Pollution Liability shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability shall not contain a mold exclusion and the definition of "Pollution" shall include microbial matter including mold. 9.4.4. Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City of Miami Beach Risk Management Office. 9.4.5. Verification of Coverage. Contractor shall provide the required insurance certificates, endorsements or applicable policy language effecting coverage required by this Article. All certificates of insurance and endorsements are to be received prior to any work commencing. However, failure to obtain the required coverage prior to the work beginning shall not waive the Contractor's obligation to provide them. The City of Miami Beach reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 9.4.6. Special Risks or Circumstances. The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Certificate Holder: CITY OF MIAMI BEACH do PROCUREMENT DEPARTMENT 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FL 33139 Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other provision of the Contract Documents. 9.5. Indemnification. 9.5.1. In consideration of the sum of Twenty-Five Dollars ($25.00) and other good and valuable consideration, the sufficiency of which the Contractor hereby acknowledges, to the fullest extent permitted by law, Contractor shall defend, indemnify and save harmless City, and their respective officers and employees, from liabilities, damages, losses and costs including, but not limited to, reasonable attorney's .iz I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 fees,to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of this Contract. 9.5.2. Sums otherwise due to Contractor under this Contract may be retained by City until all of City's Claims for indemnification under this Contract have been settled or otherwise resolved. Any amount withheld pursuant to this Article shall not be subject to payment of interest by City. 9.5.3. The execution of this Contract by Contractor shall operate as an express acknowledgment that the indemnification obligation is part of the bid documents and/or Contract Documents for the Project and the monetary limitation on indemnification in this Article bears a reasonable commercial relationship to the Contract. 9.5.4. Nothing in this Articce is intended, or should be construed, to negate, abridge or otherwise reduce the other rights and obligations of indemnity that may otherwise exist as to a party described in this Article. 9.5.5. Nothing in this Article is intended to create in the public or any member thereof, a third party beneficiary hereunder, or to authorize anyone not a party to this Contract, to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of this Contract. 9.5.6. The indemnification obligations set forth herein shall survive the termination and/or expiration of this Contract. ARTICLE 10. CHANGES IN THE WORK; EXTENSIONS TO THE CONTRACT TIME. 10.1. Changes in the Work or Terms of Contract Documents. 10.1.1. Without invalidating the Contract and without notice to any surety City reserves and shall have the right, from time to time to make such increases, decreases or other changes in the character or quantity of the Work as may be considered necessary or desirable to complete fully and acceptably the proposed construction in a satisfactory manner. Any extra or additional work within the scope of this Project must be accomplished by means of appropriate Field Orders and Supplemental Instructions or Change Orders. 10.1.2. Any changes to the terms of the Contract Documents must be contained in a Change Order, executed by the Parties hereto, with the same formality and of equal dignity prior to the initiation of any work reflecting such change. This section shall not prohibit the issuance of Change Orders executed only by City as hereinafter provided. 10.2. Field Orders. 10.2.1. The Contract Administrator, through Consultant, shall have the right to approve and issue Field Orders setting forth written interpretations of the intent of the Contract Documents and ordering minor changes in Work execution,providing the Field Order involves no change in the Contract Price or the Contract Time. 10.2.2. Consultant shall have the right to approve and issue supplemental instructions setting forth written orders, instructions,or interpretations concerning the Contract Documents or its performance, provided such supplemental instructions involve no change in the Contract Price or the Contract Time. 33 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID 7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 10.3. Change Orders. 10.3.1. Changes in the quantity or character of the Work which are not properly the subject of Field Orders or supplemental instructions, including all changes resulting in changes in the Contract Price, or the Contract Time, shall only be authorized only by Change Orders approved in advance by the City. Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order or Construction Change Directive. No Change Order shall take effect until Contractor delivers a Consent of Surety increasing the Performance Bond and Payment Bond by the amount of the Change Order. 10.3.2. All Change Orders which exceed the then-remaining amounts available in the Owner's Contingency shall be approved by the City Commission. All other Change Orders, if funded by then-remaining amounts available in the Owner's Contingency, shall be approved in advance by the City Manager or the City Manager's designee. Notwithstanding the foregoing, the City Manager, at his or her sole discretion, may elect to present any proposed Change Order to the City Commission for its consideration. 10.3.3. If City requests a change in the Work, City shall submit a change request to Contractor, in writing. Within seven (7) business days of Contractor's receipt of such request from the City, Contractor shall provide City with a rough "pencil copy"estimate of the cost and/or time impacts associated with the request. Within twenty-one (21) days of Contractor's receipt of City's initial request, the Contractor shall submit a detailed proposal to the City stating (i) the proposed increase or decrease, if any, in the Cost of the Work which would result from such a change, (ii) the effect, if any, upon the Contract Time by reason of such proposed change, and (iii) supporting data and documentation, including any requested by the City in its change request. 10.3.4. If the Contractor proposes a change in the Work, such proposal must be accompanied by a detailed cost breakdown and sufficient substantiating data to permit evaluation by the City. If the Contractor does submit a proposal within the preceding seven (7) business day time period, the City shall, within twenty-one (21) days following its receipt of such proposal, notify the Contractor as to whether the City agrees with such proposal and wishes to accept the Contractor's proposal. If the City agrees with such proposal and wishes to accept the same, the City and the Contractor shall execute a Change Order which at a minimum specifies: i)the detailed scope associated with the change to the Work; ii)the amount of the adjustment in the Contract Price, if any, and (iii) the extent of the adjustment in the Contract Time, if any. In the event the City disagrees with the Contractor's proposal, the City may either(i) notify the Contractor that the City has decided to not proceed with or approve the requested change, or (ii) issue a Change Order as provided below. 10.3.5. The increase or decrease in the Contract Price resulting from a change in the Work shall be determined in one or more of the following ways: a. by mutual acceptance of a lump sum (inclusive of all overhead and profit) properly itemized and supported by sufficient substantiating data to permit evaluation by the Consultant and City; b. by unit prices as may be specified in the Contract Documents or subsequently agreed upon; c. by time and materials or "cost of the Work" (as defined herein) and a mutually acceptable fixed or percentage overhead and profit fee for the Contractor. .3/. I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 10.3.6. If none of the methods set forth above are agreed upon,the Contractor, provided it receives a written Change Order signed by the City with respect to all undisputed amounts and Work, shall promptly proceed with the Work involved, subject to Contractor's reservation of rights as to disputed amounts (with such reservation of rights identifying the precise nature of the dispute, the facts in support of the Contractor's position, and the maximum amount and/or time sought by the Contractor). The cost of such Work shall then be determined on the basis of the reasonable expenditures and savings of those performing the Work attributed to the change, including a reasonable overhead and profit in accordance with this Article. With respect to any such Change Order Work,the City,with the Consultant,will establish an estimated cost of the Work and the Contractor shall not perform any Work whose cost exceeds that estimate without prior written approval by the City. With respect to all Change Orders, Contractor shall keep and present, in such form as the City may prescribe, an itemized accounting together with appropriate supporting data of the increase in the Cost of the Work. 10.3.7. If unit prices are included in the Contract Documents or as part of any Change Order, City shall pay to Contractor the amounts determined for the total number of each of the units of work completed at the unit price associated with such Work as stated in the Contractor's schedule of prices bid, as set forth in Contractor's response to the ITB. The number of units contained in the bid is an estimate only, and final payment shall be made for the actual number of units incorporated in or made necessary by the Contract Documents, as may be amended by Change Order. If additional unit price work is ordered, then the Contractor shall perform the work as directed and shall be paid for the actual quantity of such item(s)of work performed at the appropriate original schedule of prices bid associated with such Work. 10.3.8. Decreases in the Cost of the Work due to a change in the Project shall result in a decrease to the Contract Price, by way of a deductive Change Order. 10.3.9. The Contractor's overhead and profit fee for all Change Orders shall be the net change in the Contract Price, multiplied by the percentage specified for overhead and profit in the Change Order, provided, that the overhead and profit markup or fee shall be as follows: (1) if the Change Order Work involves self-performed Work performed by the Contractor's own forces, the overhead and profit markup shall be reasonable, and shall not exceed ten percent(10%) of the net change in the Contract Price; or (2) if the Change Order involves Work performed by Subcontractors or Suppliers, or both, the overhead and profit markup shall be reasonable, and the overhead and profit markup from Subcontractors and Suppliers at all tiers shall not exceed ten percent 10% of the net change in the Contract Price, and the Contractor's mark up for such Subcontractor performed Change Order Work shall not exceed seven and one half percent(7.5%)of the net change in the Contract Price. For deductive Change Orders, including deductive Change Orders arising from both additive and deductive items,the deductive amounts shall include a proportionate corresponding reduction in the overhead and profit fee, as applicable to the Contractor, Subcontractors or Suppliers. 10.4. Value of Change Order Work!"Costs of the Work". The term "cost of the Work" means the sum of: 35 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 10.4.1. All direct costs necessarily incurred and paid by Contractor in the proper performance of the Work described in the Change Order. Except as otherwise may be agreed to in writing by City, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in the"cost of work" as defined herein. 10.4.2. Payroll costs for employees in the direct employ of Contractor in the performance of the work described in the Change Order under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the work covered by the Change Order shall be apportioned on the basis of their time spent on the work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' or workmen's compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay application thereto. Such employees shall include superintendents and foremen at the site. The expenses of performing the work after regular working hours, on Sunday or legal holidays, shall be included in the above to the extent authorized by City. Contractor's fee shall not exceed ten percent(10%). 10.4.3. Cost of all materials and equipment fumished and incorporated in the work, including costs of transportation and storage thereof, and manufacturers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless City deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to City. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment shall accrue to City and Contractor shall make provisions so that they may be obtained. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City with the advice of Consultant and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with the terms of said agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the work. Contractor's fee for overhead and profit markup for materials and equipment pursuant to this Section shall not exceed ten percent (10%)of the net change in the Contract Price. 10.4.4. Payments made by Contractor to Subcontractors for work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from Subcontractors acceptable to Contractor and shall deliver such bids to City who will then determine, with the advice of Consultant, which bids will be accepted. If the Subcontract provides that the Subcontractor is to be paid on the basis of cost of the work plus a fee, the Subcontractor's cost of the work shall be determined in the same manner as Contractor's cost of the work. All Subcontractors shall be subject to the other provisions of the Contract Documents insofar as applicable. Contractor's fee shall not exceed seven and one half percent(7.5%); and if a subcontract is on the basis of cost of the work plus a fee, the maximum allowable to the Subcontractor as a fee for overhead and profit shall not exceed ten percent(10%). 10.4.5. Contractor shall not be entitled to an overhead and profit markup or fee for any Change Order involving special consultants, including, but not limited to, engineers, architects, testing laboratories, and surveyors employed for services specifically related to the performance of the work described in the Change Order. 10.4.6. Contractor shall not be entitled to an overhead and profit markup or fee for the following costs or expenses: 36 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 a. The proportion of necessary transportation, travel and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the work except for local travel to and from the site of the work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workmen, which are consumed in the performance of the work, and cost less market value of such items used but not consumed which remains the property of Contractor. c. Sales, use, or similar taxes related to the Work, and for which Contractor is liable, imposed by any governmental authority. d. Deposits lost for causes other than Contractor's negligence; royalty payments and fees for permits and licenses. e. The cost of utilities, fuel and sanitary facilities at the Project Site. f. Receipted minor expenses such as long distance telephone calls, telephone service at the site, express delivery services (FedEx, UPS or couriers, and the like), internet or other telecommunications services, and similar petty cash items in connection with the Work. g. Cost of premiums for additional bonds and insurance required because of changes in the Work. 10.4.7. The term"cost of the Work"shall not include any of the following items, as such items are expressly not to be reimbursed: a. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, lawyers, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by Contractor whether at the site or in its principal or a branch office for general administration of the work and not specifically included in the agreed- upon schedule of job classifications, all of which are to be considered administrative costs covered by Contractor's fee. b. Expenses of Contractor's principal and branch offices other than Contractor's office at the Project Site. c. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the work and charges against Contractor for delinquent payments. d. Cost of premiums for all Bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same, except for additional bonds and insurance required because of changes in the Work. e. Losses and expenses sustained by the Contractor or any Subcontractors at any tier, not compensated by insurance or otherwise, if such losses and expenses are due to infidelity on the part of any employee of Contractor, any Subcontractor or Supplier, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, or others to 37 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 whom the property may be entrusted, including but not limited to, the correction of defective work, disposal of materials or equipment wrongly supplied and making good any damage to property. f. Other overhead or general expense costs of any kind and the cost of any item not specifically and expressly approved by the City Manager or City Commission by a Change Order. g. Losses and expenses not covered by insurance where the Contractor, or any Subcontractor, failed to obtain and/or maintain in effect the insurance required to be carried by the Contract Documents, or where Contractor, or any Subcontractor or Supplier, failed to obtain and/or maintain such insurance in limits and amounts required by the Contract Documents except to the extent any deductible provided in such required insurance; h. Costs and expenses incurred by Contractor upon breach of its warranties or guaranties; i. Costs associated with the relocation of employees, and any travel costs not expressly permitted by the Contract Documents(including costs for long-distance travel, costs for travel between the Project Site and the Contractor's office(s), and hotel, car rental and airfare costs); j. Any amounts to be paid by the Contractor for federal, state or local income or franchise taxes; k. Labor, material, and equipment costs or any other costs incurred which should be back-charged to any Subcontractor, any Sub-Subcontractor, any direct or lower tier supplier, or any other party for whom the Contractor is responsible; I. Costs or losses resulting from lost, damaged by misuse or stolen tools and equipment; m. Costs of bonding or securing liens or defending claims filed by any Subcontractor of any tier, any Supplier, any direct or lower tier supplier or any other party for whom any of such parties or the Contractor is responsible arising from nonpayment, unless such nonpayment is the result of the City's unexcused or wrongful failure to pay the Contractor undisputed amounts as and when due under the Contract Documents; n. Costs of self-insured losses(e.g., losses within the deductible limits maintained by the Contractor or any direct or indirect subcontractor), costs covered by any insurance carried by Contractor or a direct or lower tier subcontractor, costs which would have been covered by the insurance required to be carried by a Contractor or a direct or lower tier subcontractor under the Contract Documents, and costs which would have been covered by insurance but for failure of the Contractor or direct or lower tier subcontractor to properly submit, process or give notice to the occurrence or claim; o. Costs of employee bonuses and executive bonuses whether or not based in whole or in part on performance related to the Work; p. Costs incurred or paid for recruiting employees (whether to third party recruiters or to employees); q. Severance or similar payments on account of terminated employees; 38 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 r. Costs incurred after the Contractor's application for final payment; s. Any outside legal fees; t. Costs of materials and equipment stored off-site, except upon the prior written approval of the Contract Administrator in accordance with the Contract Documents. 10.5. The amount of credit to be allowed by Contractor to City for any such change which results in a net decrease in cost,will be the amount of the actual net decrease. When both additions and credits are involved in any one change, the combined overhead and profit shall be figured on the basis of the net increase, if any, however, Contractor shall not be entitled to claim lost profits for any Work not performed. 10.6. Whenever the cost of any work is to be determined as defined herein, Contractor will submit in a form acceptable to Consultant an itemized cost breakdown together with the supporting data. 10.7. Where the quantity of any item of the Work that is covered by a unit price is increased by more than thirty percent (30%) from the quantity of such work indicated in the Contract Documents, an appropriate Change Order shall be issued to adjust the unit price, if warranted. 10.8. Whenever a change in the Work is to be based on mutual acceptance of a lump sum, whether the amount is an addition,credit or no change-in-cost, Contractor shall submit an initial cost estimate acceptable to Consultant and Contract Administrator. 10.8.1. Breakdown shall list the quantities and unit prices for materials, labor, equipment and other items of cost. 10.8.2. Whenever a Change Order involves Contractor and one or more Subcontractors, and the Change Order increases in the Contract Price, the overhead and profit markups for Contractor and each Subcontractor in accordance with this Article shall be itemized separately. 10.8.3. Each Change Order must state within the body of the Change Order whether it is based upon unit price, negotiated lump sum, or"cost of the work." 10.9. No Damages for Delay. NO CLAIM FOR DAMAGES OR ANY CLAIM, OTHER THAN FOR AN EXTENSION OF TIME,SHALL BE MADE OR ASSERTED AGAINST CITY BY REASON OF ANY DELAYS EXCEPT AS PROVIDED HEREIN. Contractor shall not be entitled to an increase in the Contract Price or payment or compensation of any kind from City for direct, indirect, consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration or inefficiency, arising because of delay, disruption, interference or hindrance from any cause whatsoever, whether such delay, disruption, interference or hindrance be reasonable or unreasonable, foreseeable or unforeseeable, or avoidable or unavoidable; and irrespective of whether such delay constitutes an Excusable Delay and irrespective of whether such delay results in an extension of the Contract Time; provided, however, Contractor's hindrances or delays are not due solely to fraud, bad faith or willful or intentional interference by the City in the performance of the Work, and then only where such acts continue after Contractor's written notice to the City of such alleged interference. .39 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 10.9.1. Contractor acknowledges and agrees that Excusable Delay shall not be deemed to constitute willful or intentional interference with the Contractor's performance of the Work without clear and convincing proof that they were the result of a deliberate act, without any reasonable and good-faith basis, and were specifically intended to disrupt the Contractor's performance of the Work. The City's attempts to facilitate or assist Contractor in performance of the Work shall in no way be construed, interpreted and/or be deemed to constitute willful or intentional interference with the Contractor's performance of the Work. Except as provided herein, Contractor hereby waives all other remedies at law or in equity that it might otherwise have against the City on account of any Excusable Delay and any and all other events that may, from time to time, delay the Contractor in the performance of the Work. Contractor acknowledges and agrees that, except as specified herein, all delays or events and their potential impacts on the performance by the Contractor are specifically contemplated and acknowledged by the Parties in entering into this Agreement and that Contractor's pricing of the Work and the determination of the Contract Price shall be expressly based on the Contractor's assumption of the risks thereof, and Contractor hereby waives any and all Claims it might have for any of the foregoing losses, costs, damages and expenses. 10.10. Excusable Delay. Contractor's sole remedy for Excusable Delay is an extension of the Contract Time for each day of critical path delay, but only if the pre-requisites and notice requirements set forth below in this Article 10 have been timely and properly satisfied. An excusable delay is one that (i) directly impacts critical path activity delineated in the Project Schedule and extends the time for completion of the Work; (ii) could not reasonably have been mitigated by Contractor, including by re-sequencing, reallocating or redeploying and/or increasing the amount of its forces to other portions of the Work; and (iii) is caused by circumstances beyond the control and due to no fault of Contractor or its Subcontractors, material persons, Suppliers, or Vendors, including, but not limited to,force majeure events such as fires,floods, labor disputes, epidemics, hurricanes, or similar events beyond the control and due to no fault of the Contractor("Excusable Delay"). If two or more separate events of Excusable Delay are concurrent with each other, Contractor shall only be entitled to an extension of time for each day of such concurrent critical path delay, and Contractor shall not be entitled to double recovery thereon. For illustration purposes only, if two events of Excusable Delay are concurrent for two days, Contractor shall only receive a time extension of a total of two days, and not four days. 10.10.1. Weather. Extensions to the Contract Time for delays caused by the effects of inclement weather shall be submitted as a request for a change in the Contract Time pursuant to the Contract Documents. These time extensions are justified only when rains or other inclement weather conditions prevent Contractor from productively performing critical path activity delineated in the Project Schedule: (1) Contractor being unable to work at least fifty percent(50%)of the normal workday on critical path activity delineated in the Project Schedule due to adverse weather conditions; or (2) Contractor must make major repairs to the Work damaged by weather. Providing the damage was not attributable to a failure to perform or neglect by Contractor, and providing that Contractor was unable to work at least fifty percent (50%) of the normal workday on critical path activity delineated in the Project Schedule. 10.10.2. Compensable Excusable Delay. Notwithstanding the foregoing, Excusable Delay is compensable when (i) the delay extends the Contract Time, (ii) is caused by circumstances beyond the control of the Contractor or its subcontractors, suppliers or vendors, and (iii) is caused solely by fraud, bad faith or active interference on the part of City or its agents, provided, however,that in no event shall Contractor 40 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 be compensated for(x) interim delays which do not extend the Contract Time, or(y) for Excusable Delay if caused jointly or concurrently by Contractor or its subcontractors, suppliers or vendors and by the City or Consultant, in which case then Contractor shall be entitled only to a time extension and no further compensation for the Excusable Delay. 10.10.3. Unexcusable Delays. "Unexcusable Delay" shall mean any delays not included within the definition of Excusable Delay as set forth above including any delay which extends the completion of the Work or portion of the Work beyond the time specified in the Project Schedule, including, without limitation, the date for Substantial Completion or Final Completion, and which is caused by the act, fault, inaction or omission of the Contractor or any Subcontractor, Supplier or other party for whom the Contractor is responsible; any delay that could have been limited or avoided by Contractor's timely notice to the City of such delay; or any delay in obtaining licenses, permits or inspections caused by the actions or omissions of the Contractor or its Subcontractors, Suppliers or any other party for whom the Contractor is responsible An Unexcusable Delay shall not be cause for granting an extension of time to complete any Work or any compensation whatsoever, and shall subject the Contractor to damages in accordance with the Contract Documents. In no event shall the Contractor be excused for interim delays which do not extend the Project Schedule, including the date for Substantial Completion or Final Completion. 10.11. Prerequisites and Notice Requirements for Extensions of Time. Except as provided in the Contract Documents with respect to Changes in the Work, an extension of the Contract Time will only be granted by the City under the following circumstances: (a)if a delay occurs as a result of an Excusable Delay, and (b) the Contractor has complied with each of the following requirements below to the reasonable satisfaction of the City: a. Contractor shall provide written notice to the City of any event of delay or potential delay within five (5) days of the commencement of the event giving rise to the request. The Contractor, within ten (10) days of the date upon which the Contractor has knowledge of the delay, shall notify the City, in writing, of the cause of the delay stating the approximate number of days the Contractor expects to be delayed, and must make a request for an extension of time, if applicable, to the City, in writing, within ten (10) days after the cessation of the event causing the delay specifying the number of days the Contractor believes that its activities were in fact delayed by the cause(s)described in its initial notice. b. The Contractor must show to the reasonable satisfaction of the City that the activity claimed to have been delayed was in fact delayed by the stated cause of delay, that the critical path of the Work was materially affected by the delay, that the delay in such activity was not concurrent with any Unexcusable Delay, the delay was not the result of the performance of unit price Work, and that the delay in such activity will result in a delay of the date for Substantial Completion in the Project Schedule or Final Completion. c. The initial notice provided by the Contractor under Subsection (a) above shall provide an estimated number of days the Contractor believes it will be delayed,and describe the efforts of the Contractor that have been or are going to be undertaken to overcome or remove the Excusable Delay and to minimize the potential adverse effect on the cost and time for performance of the Work resulting from such Excusable Delay. The mere written notice of an event of delay or potential delay, without all of the aforementioned required information, is insufficient and will not toll the time period in which the Contractor must provide proper written notice under this Article. CONTRACTOR'S STRICT COMPLIANCE WITH THIS ARTICLE 10 IS A CONDITION PRECEDENT TO RECEIPT OF AN EXTENSION OF THE CONTRACT TIME. FAILURE OF THE CONTRACTOR TO General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 COMPLY WITH ALL REQUIREMENTS AS TO ANY PARTICULAR EVENT OF DELAY, INCLUDING THE REQUIREMENTS OF THIS SECTION, SHALL BE DEEMED CONCLUSIVELY TO CONSTITUTE A WAIVER, ABANDONMENT OR RELINQUISHMENT OF ANY ENTITLEMENT TO AN EXTENSION OF TIME AND ALL CLAIMS RESULTING FROM THAT PARTICULAR EVENT OF PROJECT DELAY. Once the Parties have mutually agreed as to the adjustment in the Contract Time due to an Excusable Delay, they shall enter into a Change Order documenting the same. If the City and Contractor cannot resolve a request for time extension made properly and timely under this Section within sixty (60)days following Contractor's initial notice of the events giving rise to the request for a time extension, the Contractor may re-submit the request as a Claim in accordance with the Contract Documents. 10.12. Contractor's Duty. Notwithstanding the provisions of this Agreement allowing the Contractor to claim delay due to Excusable Delay, whenever an Excusable Delay shall occur, the Contractor shall use all reasonable efforts to overcome or remove any such Excusable Delay, and shall provide the City with written notice of the Contractor's recommendations on how best to minimize any adverse effect on the time and cost of performing the Work resulting from such Excusable Delay. In furtherance of the foregoing, whenever there shall be any Excusable Delay, the Contractor shall use all reasonable efforts to adjust the Project scheduling and the sequencing and timing of the performance of the Work in a manner that will avoid, to the extent reasonably practicable, any Excusable Delay giving rise to an actual extension in the time for performance of the Work. If there are corresponding costs associated with any of the measures which the Contractor deems necessary or desirable to minimize any adverse effects resulting from any Excusable Delay, the Contractor shall advise the City of such anticipated associated costs and shall not proceed with such measures absent the City's executing a Change Order in connection therewith. Nothing in this Section shall, however, be deemed to entitle the Contractor to any adjustment in the Contract Price or any other damages, losses or expenses resulting from an Excusable Delay; nor shall it be deemed to obligate the City to agree to undertake any recommendations suggested by the Contractor as a means of minimizing the adverse effects of any Excusable Delay. 10.13. Differing Site Conditions. In the event that during the course of the Work Contractor encounters subsurface or concealed conditions at the Project Site which could not have reasonably been identified by Contractor upon prior investigation, and materially differ from those indicated in the Contract Documents, or if unknown physical conditions of an unusual nature are encountered on the Project Site and differ materially from those ordinarily encountered and generally recognized as inherent in work of the character called for in the Contract Documents, then Contractor shall promptly notify the City within two (2) business days of the specific materially differing site conditions, before the Contractor disturbs the conditions or performs the affected Work. 10.13.1. Consultant and City shall, within two(2)business days after receipt of Contractor's written notice, investigate the site conditions identified by Contractor. If, in the sole opinion of Consultant, the conditions do materially so differ and cause an increase or decrease in Contractor's cost of, or the time required for, the performance of any part of the Work, Consultant shall recommend an equitable adjustment to the Contract Price, or the Contract Time, or both. If City and Contractor cannot agree on an adjustment in the Contract Price or Contract Time, the adjustment shall be referred to Consultant for determination in accordance with the provisions of Contract Documents. Should Consultant determine that the conditions of the Project Site are not so materially different to justify a change in the terms of the Contract, Consultant shall so notify City 42 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 and Contractor in writing, stating the reasons, and such determination shall be final and binding upon the parties hereto. 10.13.2. An adjustment for differing site conditions shall not be allowed, and any Claim relating thereto shall be deemed conclusively waived,if the Contractor has not provided the required written notice within two (2) business days of discovery of the site conditions, or has disturbed the site conditions prior to City's examination thereof. If a differing site condition qualifies for an equitable adjustment pursuant to the Contract Documents, and the Contractor's costs cannot reasonably be established at the time of notice to the City thereof, the Contractor shall submit its proposed pricing and/or request for extension of time within ten (10) days after the proposed solution is identified to the differing site condition described in the Contractor's initial notice to the City. 10.13.3. For purposes of this Section, a"materially differing"site condition is one that(1) is not identified in the Contract Documents and is not reasonably inferable therefrom; and (2) could not have reasonably been identified by Contractor upon prior investigation, provided Contractor reasonably undertook such prior site investigation;and(3)requires a change to the Work that increases Contractor's costs and/or impacts the critical path for completion of the Work. 10.13.4. Where Site Conditions delay the Project,and said delay could have been avoided by reasonable investigations of the Project Site at any time prior to commencement of the Work in question,such delay shall not be considered to be an Excusable Delay beyond the control of the Contractor, and no time extension shall be granted. No request for an equitable adjustment or change to the Contract Time for differing Site Conditions shall be allowed if made after the date certified as the Substantial Completion date. ARTICLE 11. CLAIMS AND RESOLUTION OF DISPUTES. 11.1 Claims must be initiated by written notice and,unless otherwise specified in the Contract Documents, submitted to the other Party within ten (10)days of the event giving rise to such Claim or within ten(10)days after the claimant reasonably should have recognized the event or condition giving rise to the Claim, whichever is later. Such Claim shall include sufficient information to advise the other party of the circumstances giving rise to the Claim, the specific contractual adjustment or relief requested including, without limitation, the amounts and number of days of delay sought, and the basis of such request. The Claim must include all job records and other documentation supporting entitlement, the amounts and time sought. In the event additional time is sought, the Contractor shall include a time impact analysis to support such Claim. The City shall be entitled to request additional job records or documentation to evaluate the Claim. The Claim shall also include the Contractor's written notarized certification of the Claim in accordance with the False Claims Ordinance, Sections 70-300 et seq., of the City Code. 11.2 Claims not timely made or otherwise not submitted in strict accordance with the requirements of this Article or other Contract Documents shall be deemed conclusively waived,the satisfaction of which shall be conditions precedent to entitlement. 11.3 Contractor assumes all risks for the following items, none of which shall be the subject of any Change Order or Claim and none of which shall be compensated for except as they may have been included in the Contractor's Contract Price as provided in the Contract Documents: Loss of any anticipated profits, loss of bonding capacity or capability losses, loss of business opportunities, loss of productivity on this or any other project, loss of interest income on funds not paid, inefficiencies, costs to prepare a bid, cost to prepare a quote for a change in the Work, costs to prepare, negotiate or prosecute Claims, and loss of projects not bid 43 I General Conditions For Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 upon, or any other indirect and consequential costs not listed herein. No compensation shall be made for loss of anticipated profits from any deleted Work. 11.4 Continuing the Work During Disputes. Contractor shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with City, including disputes or disagreements concerning a request for a Change Order, a request for a change in the Contract Price or Contract Time. The Work shall not be delayed or postponed pending resolution of any disputes or disagreements. Contractor's failure to comply with this Section shall constitute an Event of Default. ARTICLE 12. PERMITS, LICENSES, FEES,TAXES. 12.1 Except as otherwise provided within the Contract Documents, all permits and licenses required by federal, state or local laws, rules and regulations necessary for the prosecution of the Work undertaken by Contractor pursuant to this Contract shall be secured and paid for by Contractor. It is Contractor's responsibility to have and maintain appropriate Certificate(s) of Competency, valid for the Work to be performed and valid for the jurisdiction in which the Work is to be performed for all persons working on the Project for whom a Certificate of Competency is required. 12.2 Impact fees levied by the City and/or Miami-Dade County shall be paid by Contractor. Contractor shall be reimbursed only for the actual amount of the impact fee levied by the municipality or Miami-Dade County as evidenced by an invoice or other acceptable documentation issued by the municipality. Reimbursement to Contractor in no event shall include profit or overhead of Contractor. 12.3 All fees, royalties, and claims for any invention, or pretended inventions, or patent of any article, material, arrangement, appliance, or method that may be used upon or in any manner be connected with the construction of the Work or appurtenances, are hereby included in the prices stipulated in Construction Documents for said work. 12.4 Taxes. Contractor shall pay all applicable sales, consumer, use and other taxes required by law. Contractor is responsible for reviewing the pertinent state statutes involving state taxes and complying with all requirements. ARTICLE 13. TERMINATION. 13.1. Termination for Convenience. In addition to other rights the City may have at law and pursuant to the Contract Documents with respect to cancellation and termination of the Contract, the City may, in its sole discretion, terminate for the City's convenience the performance of Work under this Contract, in whole or in part, at any time upon written notice to the Contractor. The City shall effectuate such Termination for Convenience by delivering to the Contractor a Notice of Termination for Convenience, specifying the applicable scope and effective date of termination, which termination shall be deemed operative as of the effective date specified therein without any further written notices from the City required. Such Termination for Convenience shall not be deemed a breach of the Contract, and may be issued by the City with or without cause. a. Upon receipt of such Notice of Termination for Convenience from the City, and except as otherwise directed by the City, the Contractor shall immediately proceed with the following obligations, regardless of any delay in determining or adjusting any amounts due under this Article: i. Stop the Work specified as terminated in the Notice of Termination for Convenience; 44 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 ii. Promptly notify all Subcontractors of such termination, cancel all contracts and purchase orders to the extent they relate to the Work terminated to the fullest extent possible and take such other actions as are necessary to minimize demobilization and termination costs for such cancellations; iii. Immediately deliver to the City all Project records, in their original/native electronic format (i.e. CAD, Word, Excel, etc.), any and all other unfinished documents, and any and all warranties and guaranties for Work, equipment or materials already installed or purchased; iv. If specifically directed by the City in writing, assign to the City all right, title and interest of Contractor under any contract, subcontract and/or purchase order, in which case the City shall have the right and obligation to settle or to pay any outstanding claims arising from said contracts, subcontracts or purchase orders; v. Place no further subcontracts or purchase orders for materials,services, or facilities,except as necessary to complete the portion of the Work not terminated (if any)under the Notice of Termination for Convenience; vi. As directed by the City, transfer title and deliver to the City (1) the fabricated and non- fabricated parts, Work in progress, completed Work, supplies and other material produced or required for the Work terminated; and (2) the completed or partially completed Project records that, if this Contract had been completed, would be required to be furnished to the City; vii. Settle all outstanding liabilities and termination settlement proposals from the termination of any subcontracts or purchase orders, with the prior approval or ratification to the extent required by the City(if any); viii. Take any action that may be necessary, or that the City may direct, for the protection and preservation of the Project Site, including life safety and any property related to this Contract that is in the Contractor's possession and in which the City has or may acquire an interest; and ix. Complete performance of the Work not terminated (if any). b. Upon issuance of such Notice of Termination for Convenience, the Contractor shall only be entitled to payment for the Work satisfactorily performed up until the date of its receipt of such Notice of Termination for Convenience, but no later than the effective date specified therein. Payment for the Work satisfactorily performed shall be determined by the City in good faith, in accordance with the percent completion of the Work, less all amounts previously paid to the Contractor in approved Applications for Payment, the reasonable costs of demobilization and reasonable costs, if any, for canceling contracts and purchase orders with Subcontractors to the extent such costs are not reasonably avoidable by the Contractor. Contractor shall submit, for the City's review and consideration, a final termination payment proposal with substantiating documentation, including an updated Schedule of Values,within 30 days of the effective date of termination,unless extended in writing by the City upon request.Such termination amount shall be mutually agreed upon by the City and the Contractor and absent such agreement, the City shall, no less than fifteen (15) days prior to making final payment, provide the Contractor with written notice of the amount the City intends to pay to the Contractor. Such final payment so made to the Contractor shall be in full and final settlement for Work performed under this Contract,except to the extent the Contractor disputes such amount in a written notice delivered to and received by the City prior to the City's tendering such final payment. 13.2. Event of Default. The following shall each be considered an item of Default. If, after delivery of written notice from the City to Contractor specifying such Default,the Contractor fails to promptly commence and thereafter complete the curing of such Default within a reasonable period of time, not to exceed twenty- 45 I General Conditions for Construction Contracts(April 13, 20201 DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 one (21) days, after the delivery of such Notice of Default, it shall be deemed an Event of Default, which constitutes sufficient grounds for the City to terminate Contractor for cause: a. Failing to perform any portion of the Work in a manner consistent with the requirements of the Contract Documents or within the time required therein; or failing to use the Subcontractors, entities and personnel as identified and to the degree specified, in the Contract Documents, subject to substitutions approved by the City in accordance with this Contract and the other Contract Documents; b. Failing,for reasons other than an Excusable Delay,to begin the Work required promptly following the issuance of a Notice to Proceed; c. Failing to perform the Work with sufficient manpower, workmen and equipment or with sufficient materials, with the effect of delaying the prosecution of the Work in accordance with the Project Schedule and/or delaying completion of any of the Project within the specified time; d. Failing, for reasons other than an Excusable Delay, to timely complete the Project within the specified time; e. Failing and/or refusing to remove, repair and/or replace any portion of the Work as may be rejected as defective or nonconforming with the terms and conditions of the Contract Documents; f. Discontinuing the prosecution of the Work,except in the event of: 1)the issuance of a stop-work order by the City; or 2) the inability of the Contractor to prosecute the Work because of an event giving rise to an Excusable Delay as set forth in this Contract for which Contractor has provided written notice of same in accordance with the Contract Documents; g. Failing to provide sufficient evidence upon request that, in the City's sole opinion, demonstrates the Contractor's financial ability to complete the Project; h. An indictment is issued against the Contractor; i. Failing to make payments to for materials or labor in accordance with the respective agreements; j. Failing to provide the City with a Recovery Schedule in accordance with the Contract Documents; k. Persistently disregarding laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; I. Fraud, misrepresentation or material misstatement by Contractor in the course of obtaining this Contract; m. Failing to comply in any material respect with any of the terms of this Contract or the Contract Documents. In no event shall the time period for curing a Default constitute an extension of the time for achieving Substantial Completion or a waiver of any of the City's rights or remedies hereunder for a Default which is not cured as aforesaid. 13.3. Termination of Contract for Cause. a. The City may terminate the Contractor for cause upon the occurrence of an Event of Default as defined herein, or for any other breach of the Contract or other Contract Documents by the Contractor that the City, in its sole opinion,deems substantial and material, following written notice to the Contractor and the failure to timely and properly cure to the satisfaction of the City in the time period set forth herein, or as otherwise specified in the Notice of Default. b. Upon the occurrence of an Event of Default, and without any prejudice to any other rights or remedies of the City, whether provided by this Contract, the other Contract Documents or as otherwise provided at law or in equity, the City may issue a Notice of Termination for Cause to Contractor, copied to the Surety, rendering termination effective immediately, and may take any of the following actions, subject to any prior rights of the Surety: 46 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 i. Take possession of the Project Site and of all materials, equipment, tools, construction equipment and machinery thereon owned by Contractor; ii. Accept assignments of subcontracts; iii. Direct Contractor to transfer title and deliver to the City(1)the fabricated and non-fabricated parts, Work in progress,completed Work, supplies and other material produced or required for the Work terminated; and (2) the completed or partially completed Project records that, if this Contract had been completed, would be required to be furnished to the City; and iv. Finish the Work by whatever reasonable method the City may deem expedient. c. Upon the issuance of a Notice of Termination for Cause, the Contractor shall: i. Immediately deliver to the City all Project records, in their original/native electronic format (i.e. CAD,Word, Excel,etc.),any and all other unfinished or partially completed documents, and any and all warranties and guaranties for Work,equipment or materials already installed or purchased; ii. If specifically directed by the City in writing, assign to the City all right, title and interest of Contractor under any contract, subcontract and/or purchase order, in which case the City shall have the right and obligation to settle or to pay any outstanding claims arising from said contracts,subcontracts or purchase orders; iii. As directed by the City, transfer title and deliver to the City (1) the fabricated and non- fabricated parts, Work in progress, completed Work, supplies and other material produced or required for the Work terminated; and iv. Take any action that may be necessary, or that the City may direct, for the protection and preservation of the Project Site, including life safety and property related to this Contract that is in the Contractor's possession and in which the City has or may acquire an interest. d. All rights and remedies of the City's Termination rights herein shall apply to all Defaults that are non-curable in nature,or that fail to be cured within the applicable cure period or are cured but in an untimely manner, and the City shall not be obligated to accept such late cure. 13.4. Recourse to Performance and Payment Bond; Other Remedies. a. Upon the occurrence of an Event of Default, and irrespective of whether the City has terminated the Contractor, the City may (i) make demand upon the Surety to perform its obligations under the Performance Bond and Payment Bond, including completion of the Work, without requiring any further agreement(including, without limitation, not requiring any takeover agreement)or mandating termination of Contractor as a condition precedent to assuming the bond obligations; or(ii) in the alternative, the City may take over and complete the Work of the Project, or any portion thereof, by its own devices, by entering into a new contract or contracts for the completion of the Work, or using such other methods as in the City's sole opinion shall be required for the proper completion of the Work, including succeeding to the rights of the Contractor under all subcontracts. b. The City may also charge against the Performance and Payment Bond all fees and expenses for services incidental to ascertaining and collecting losses under the Performance and Payment Bond including,without limitation, accounting,engineering,and legal fees,together with any and all costs incurred in connection with renegotiation of the Contract. 13.5. Costs and Expenses. 47 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 a. All damages, costs and expenses, including reasonable attorney's fees, incurred by the City as a result of an uncured Default or a Default cured beyond the time limits stated herein (except to the extent the City has expressly consented, in writing, to the Contractor's late cure of such Default), together with the costs of completing the Work, shall be deducted from any monies due or to become due to the Contractor under this Contract, irrespective of whether the City ultimately terminates Contractor. b. Upon issuing a Notice of Termination for Cause, the City shall have no obligation to pay Contractor, and the Contractor shall not be entitled to receive, any money until such time as the Project has been completed and the costs to make repairs and/or complete the Project have been ascertained by the City. In case such cost and expense is greater than the sum which would have been due and payable to the Contractor under this Contract for any portion of the Work satisfactorily performed, the Contractor and the Surety shall be jointly and severally liable and shall pay the difference to the City upon demand. 13.6. Termination If No Default or Erroneous Default. If, after a Notice of Termination for Cause is issued by the City, it is thereafter determined that the Contractor was not in default under the provisions of this Contract, or that any delay hereunder was an Excusable Delay, the termination shall be converted to a Termination for Convenience and the rights and obligations of the parties shall be the same as if the notice of termination had been issued pursuant to the termination for convenience clause contained herein. The Contractor shall have no further recourse of any nature for wrongful termination. 13.7. Remedies Not Exclusive. Except as otherwise provided in the Contract Documents, no remedy under the terms of this Contract is intended to be exclusive of any other remedy, but each and every such remedy shall be cumulative and shall be in addition to any other remedies,existing now or hereafter, at law, in equity or by statute. No delay or omission to exercise any right or power accruing upon any Event of Default shall impair any such right or power nor shall it be construed to be a waiver of any Event of Default or acquiescence therein, and every such right and power may be exercised from time to time as often as may be deemed expedient. 13.8. Materiality and Non-Waiver of Breach. Each requirement, duty, and obligation in the Contract Documents is material. The City's failure to enforce any provision of this Contract shall not be deemed a waiver of such provision or Amendment of this Contract. A waiver shall not be effective unless it is in writing and approved by the City. A waiver of any breach of a provision of this Contract shall not be deemed a waiver of any subsequent breach and the failure of the City to exercise its rights and remedies under this Article at any time shall not constitute a waiver of such rights and remedies. 13.9. Contractor Right to Terminate Contract or Stop Work. If the Project should be stopped under an order of any court or other public authority for a period of more than ninety(90) days due to no act or fault of Contractor or persons or entities within its control, or if the City should fail to pay the Contractor any material amount owing pursuant to an Approved Application for Payment in accordance with the Contract Documents and after receipt of all supporting documentation required by the Contract Documents,and if the City fails to make such payment within ninety (90) days after receipt of written notice from the Contractor identifying the Approved Application for Payment for which payment is outstanding, then, unless the City is withholding such payment pursuant to any provision of this Contract which entitles the City to so withhold such payment,the Contractor shall have the right upon the expiration of the aforesaid ninety(90)day period to stop its performance of the Work, provided that Contractor has sent a Notice to Cure to the City via certified mail, allowing for a 7 day cure period. In such event, Contractor may terminate this Contract and recover from City payment for all Work executed and reasonable expense sustained (but excluding compensation for any item prohibited by any provisions of the Contract Documents). In the alternative to termination,Contractor shall not be obligated to recommence the Work until such time as the City shall have 48 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 made payment to the Contractor in respect of such Approved Application for Payment, plus any actual and reasonable related demobilization and start-up costs evidenced by documentation reasonably satisfactory to the City. No act, event, circumstance or omission shall excuse or relieve the Contractor from the full and faithful performance of its obligations hereunder and the completion of the Work as herein provided for. ARTICLE 14. MISCELLANEOUS. 14.1. Separate Contracts. 14.1.1. The City reserves the right to perform construction or operations related to the Project with the City's own forces, to award separate contracts to other contractors or subcontractors, and to permit third parties to perform construction or operations in connection with other portions of the Project or other construction or operations on the Project Site or adjacent to the Project Site. City reserves the right to let other contracts in connection with this Project. Contractor shall afford other persons reasonable opportunity for the introduction and storage of their materials and the execution of their work and shall properly connect and coordinate this Work with theirs. 14.1.2. If any part of Contractor's Work depends for proper execution or results upon the work of any other persons, Contractor shall inspect and promptly report to Consultant any defects in such work that render it unsuitable for such proper execution and results. Contractor's failure to inspect and report shall constitute an acceptance of the other person's work as fit and proper for the reception of Contractor's Work, except as to defects which may develop in other contractor's work after the execution of Contractor's Work. 14.1.3. Contractor shall conduct its operations and take all reasonable steps to coordinate the prosecution of the Work so as to create no interference or impact on any other contractors, including the City's own forces, on the site. Should such interference or impact occur, Contractor shall be liable to the affected contractor for the cost of such interference or impact. Coordination with other contractors shall not be grounds for an extension of time or any adjustment in the Contract Price. Contractor agrees that its pricing of the Work and the determination of the Contract Price were expressly based upon the Contractor's assumption of the foregoing cost risks 14.1.4. Contractor shall afford other contractors reasonable access to the Project Site for the execution of their work. Following the request of the City or Consultant, the Contractor shall prepare a plan in order to integrate the work to be performed by the City or by the other contractors with the performance of the Work, and shall submit such plan to the City for approval. The Contractor shall arrange the performance of the Work so that the Work and the work of the City and the other contractors are, to the extent applicable, properly integrated, joined in an acceptable manner and performed in the proper sequence, so that any disruption or damage to the Work or to any work of the City or of other contractors is avoided. To insure the proper execution of subsequent work, Contractor shall inspect the work already in place and shall at once report to Consultant any discrepancy between the executed work and the requirements of the Contract Documents. 14.2. Lands for Work. 14.2.1. City shall provide, as may be indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-of-way and easements for access thereto and such other lands as are designated by City or the use of Contractor. 49 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 14.2.2. Contractor shall provide,at Contractor's own expense and without liability to City, any additional land and access thereto that may be required for temporary construction facilities, or for storage of materials. Contractor shall furnish to City copies of written permission obtained by Contractor from the owners of such facilities. 14.3. Assignment. Neither the City nor the Contractor shall assign its interest in this Contract without the written consent of the other, except as to the assignment of proceeds. Notwithstanding the foregoing, City may assign its interest in this Contractor any portion thereof to any local or state governmental body, special taxing district,or any person authorized by law to construct or own the Project. Such assignee shall be bound to comply with the terms of this Contract. 14.4. Rights of Various Interests. Whenever work being done by City's forces or by separate contractors is contiguous to or within the area where the Contractor will perform any of the Work pursuant to the Contract Documents, , the respective rights of the various interests involved shall be established by the Contract Administrator to secure the completion of the various portions of the work in general harmony. 14.5. Legal Restrictions and Traffic Provisions. Contractor shall conform to and obey all applicable laws, regulations, or ordinances with regard to labor employed, hours of work and Contractor's general operations. Contractor shall conduct its operations so as not to close any thoroughfare, nor interfere in any way with traffic on railway, highways, or water, without the prior written consent of the proper authorities. 14.6. Value Engineering. Contractor may request substitution of materials, articles, pieces of equipment or any changes that reduce the Contract Price by making such request to Consultant in writing after award of contract. Consultant will be the sole judge of acceptability, and no substitute will be ordered, installed, used or initiated without Consultant's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. However, any substitution accepted by Consultant shall not result in any increase in the Contract Price or Contract Time. By making a request for substitution, Contractor agrees to pay directly to Consultant all Consultant's fees and charges related to Consultant's review of the request for substitution, whether or not the request for substitution is accepted by Consultant. Any substitution submitted by Contractor must meet the form, fit, function and life cycle criteria of the item proposed to be replaced and there must be a net dollar savings including Consultant review fees and charges. If a substitution is approved,the net dollar savings shall be shared equally between Contractor and City and shall be processed as a deductive Change Order. City may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute approved after award of the Contract. ANY REQUESTS FOR SUBSTITUTION MUST BE MADE TO THE CITY'S PROCUREMENT DIRECTOR, WHO SHALL FORWARD SAME TO CONSULTANT. 14.7. No Interest.Any monies not paid by City when claimed to be due to Contractor under this Contract, including, but not limited to, any and all claims for contract damages of any type, shall not be subject to interest including, but not limited to prejudgment interest. However, the provisions of City's prompt payment ordinance, as such relates to timeliness of payment,and the provisions of Section 218.74(4),Florida Statutes as such relates to the payment of interest, shall apply to valid and proper invoices. 14.8. Project Sign. Any requirements for a project sign shall be paid by the Contractor as specified by City Guidelines. 50 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 14.9. Availability of Project Site; Removal of Equipment. 14.9.1. Use of the Project Site or any other City-owned property or right-of-way for the purpose of storage of equipment or materials, lay-down facilities, pre-cast material fabrication, batch plants for the production of asphalt, concrete or other construction-related materials, or other similar activities, shall require advance written approval by the Contract Administrator. The City may, at any time, in its sole and absolute discretion, revoke or rescind such approval for any reason. Upon notice of such rescission, Contractor shall, within twenty-four (24) hours, remove and relocate any such materials and equipment to a suitable, approved location. Notwithstanding any other provision in the Contract Documents to the contrary, the conditions or requirements of right-of-way permits established by the authorities having jurisdiction including, without limitation any regulatory authorities of the City, shall take precedence over any provision in the Contract Documents that may provide any right whatsoever to use of the Project Site for staging, material and equipment storage, lay-down or other similar activities. 14.9.2. In case of termination of this Contract before completion for any cause whatever, Contractor, if notified to do so by City, shall promptly remove any part or all of Contractor's equipment and supplies from the property of City, failing which City shall have the right to remove such equipment and supplies at the expense of Contractor. 14.10. Nondiscrimination. In connection with the performance of the Services, the Contractor shall not exclude from participation in,deny the benefits of,or subject to discrimination anyone on the grounds of race, color, national origin, sex, age,disability, religion, income or family status. Additionally, Contractor shall comply fully with the City of Miami Beach Human Rights Ordinance,codified in Chapter 62 of the City Code,as may be amended from time to time, prohibiting discrimination in employment, housing, public accommodations, and public services on account of actual or perceived race, color, national origin, religion, sex, intersexuality, gender identity, sexual orientation, marital and familial status, age, disability,ancestry, height,weight,domestic partner status,labor organization membership,familial situation, or political affiliation. 14.11. Project Records. City shall have the right to inspect and copy, at City's expense, the books and records and accounts of Contractor which relate in any way to the Project, and to any claim for additional compensation made by Contractor, and to conduct an audit of the financial and accounting records of Contractor which relate to the Project and to any claim for additional compensation made by Contractor. Contractor shall retain and make available to City all such books and records and accounts, financial or otherwise, which relate to the Project and to any claim for a period of three (3) years following Final Completion of the Project. During the Project and the three(3)year period following Final Completion of the Project, Contractor shall provide City access to its books and records upon seventy-two (72) hours written notice. 14.12. Performance Evaluations.An interim performance evaluation of the successful Contractor may be submitted by the Contract Administrator during construction of the Project. A final performance evaluation shall be submitted when the Request for Final Payment to the construction contractor is forwarded for approval. In either situation, the completed evaluation(s) shall be forwarded to the City's Procurement Director who shall provide a copy to the successful Contractor. Said evaluation(s) may be used by the City as a factor in considering the responsibility of the successful Contractor for future bids with the City. 51 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 14.13. Public Entity Crimes. In accordance with the Public Crimes Act, Section 287.133, Florida Statutes, a person or affiliate who is a contractor, consultant or other provider, 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 submit bids on leases of real property to the City, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with the City, and may not transact any business with the City in excess of the threshold amount provided in Section 287.017, Florida Statutes,for category two purchases for a period of 36 months from the date of being placed on the convicted vendor list. Violation of this Section by Contractor shall result in cancellation of the City purchase and may result in Contractor debarment. 14.14. Independent Contractor. Contractor is an independent contractor under this Contract. Services provided by Contractor pursuant to this Contract shall be subject to the supervision of Contractor. In providing such services, neither Contractor nor its agents shall act as officers, employees, or agents of the City. This Contract shall not constitute or make the parties a partnership or joint venture. Contractor hereby accepts complete responsibility as a principal for its agents, Subcontractors, vendors, materialmen, suppliers, their respective employees, agents and persons acting for or on their behalf, and all others Contractor hires to perform or to assist in performing the Work. 14.15. Third Party Beneficiaries. Neither Contractor nor City intends to directly or substantially benefit a third party by this Contract. Therefore, the parties agree that there are no third party beneficiaries to this Contract and that no third party shall be entitled to assert a claim against either of them based upon this Contract. The parties expressly acknowledge that it is not their intent to create any rights or obligations in any third person or entity under this Contract. 14.16. Severability. In the event a portion of this Contract is found by a court of competent jurisdiction to be invalid, the remaining provisions shall continue to be effective unless City or Contractor elects to terminate this Contract.An election to terminate this Contract based upon this provision shall be made within seven (7)days after the finding by the court becomes final. ARTICLE 15. INSPECTOR GENERAL AUDIT RIGHTS. 15.1 Pursuant to Section 2-256 of the Code of the City of Miami Beach,the City has established the Office of the Inspector General which may, on a random basis, perform reviews, audits, inspections and investigations on all City contracts, throughout the duration of said contracts. This random audit is separate and distinct from any other audit performed by or on behalf of the City. 15.2 The Office of the Inspector General is authorized to investigate City affairs and empowered to review past, present and proposed City programs, accounts, records, contracts and transactions. In addition, the Inspector General has the power to subpoena witnesses, administer oaths, require the production of witnesses and monitor City projects and programs. Monitoring of an existing City project or program may include a report concerning whether the project is on time,within budget and in conformance with the contract documents and applicable law. The Inspector General shall have the power to audit, investigate, monitor, oversee, inspect and review operations, activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Contractor, its officers, agents and employees, lobbyists, City staff and elected officials to ensure compliance with the Contract Documents and to detect fraud and corruption. Pursuant to Section 2-378 of the City Code,the City is allocating a percentage of its 52 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 overall annual contract expenditures to fund the activities and operations of the Office of Inspector General. 15.3 Upon ten (10)days written notice to the Contractor, the Contractor shall make all requested records and documents available to the Inspector General for inspection and copying.The Inspector General is empowered to retain the services of independent private sector auditors to audit, investigate, monitor, oversee, inspect and review operations activities, performance and procurement process including but not limited to project design, bid specifications, (bid/proposal) submittals, activities of the Contractor, its officers,agents and employees, lobbyists, City staff and elected officials to ensure compliance with the contract documents and to detect fraud and corruption. 15.4 The Inspector General shall have the right to inspect and copy all documents and records in the Contractor's possession, custody or control which in the Inspector General's sole judgment, pertain to performance of the contract, including, but not limited to original estimate files, change order estimate files, worksheets, proposals and agreements from and with successful subcontractors and suppliers, all project-related correspondence, memoranda, instructions, financial documents, construction documents, (bid/proposal) and contract documents, back-change documents, all documents and records which involve cash,trade or volume discounts, insurance proceeds, rebates, or dividends received, payroll and personnel records and supporting documentation for the aforesaid documents and records. 15.5 The Contractor shall make available at its office at all reasonable times the records, materials, and other evidence regarding the acquisition (bid preparation) and performance of this contract, for examination, audit, or reproduction, until three(3)years after final payment under this contract or for any longer period required by statute or by other clauses of this contract. In addition: i. If this contract is completely or partially terminated, the Contractor shall make available records relating to the work terminated until three (3) years after any resulting final termination settlement; and ii. The Contractor shall make available records relating to appeals or to litigation or the settlement of claims arising under or relating to this contract until such appeals, litigation, or claims are finally resolved. 15.6 The provisions in this section shall apply to the Contractor, its officers, agents, employees, subcontractors and suppliers. The Contractor shall incorporate the provisions in this section in all subcontracts and all other agreements executed by the Contractor in connection with the performance of this contract. 15.7 Nothing in this section shall impair any independent right to the City to conduct audits or investigative activities. The provisions of this section are neither intended nor shall they be construed to impose any liability on the City by the Contractor or third parties. 53 I General Conditions for Construction Contracts(April 13, 2020) DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 Reference: Section 0200. Bid Bond Requirements: If the requirement applies, an electronic copy of the Bid Bond must be submitted through Periscope S2G with the bid on or before the deadline for submittal of bids, in the amount of ❑ Shall apply. 5% of the bid amount, payable to City of Miami Beach, Florida. Additionally, the original bid bond must be mailed to the address below by the deadline for submittal of bids or within ® Shall not apply. seven (7)days of request. Failure to include a copy of the bid bond with the bid AND submit the original bid bond to the address below by the deadline for submittal of bids or within seven (7)days of request by the City shall result in the bid being deemed non-responsive. Attn: Procurement Department City of Miami Beach City Clerk's Office 1700 Convention Center Dr., 1st Floor Miami Beach, 33139—1st Floor Reference: Section 0100, Sub-section 8, Bid Bond. Davis-Bacon Wage Rates: If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and mechanics employed under the contract no less than the prevailing wage rate and fringe ❑ Shall apply. benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance ® Shall not apply. of the ITB. Insurance: If the requirement applies, Bidder agrees it shall fully comply with the following insurance requirements: ® Shall apply. A. Workers' Compensation Insurance for all employees of the Contractor as ❑ Shall not apply. required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.Should the Contractor be exempt from this Statute,the Contractor and each employee shall hold the City harmless from any injury incurred during performance of the Contract. The exempt contractor shall also submit (i) a written statement detailing the number of employees and that they are not required to carry Workers'Compensation insurance and do not anticipate hiring any additional employees during the term of this contract or(ii)a copy of a Certificate of Exemption. B. Commercial General Liability Insurance on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence, and$2,000,000 general aggregate. C. Automobile Liability Insurance covering any automobile, if vendor has no owned automobiles, then coverage for hired and non-owned automobiles, with limit no less than S1,000,000 combined per accident for bodily injury and property damage. D. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. DocuSign Envelope ID:7BBEB603-9E46-407E-9FEC-731AEE5AA5B9 E. Installation Floater Insurance against damage or destruction of the materials or equipment in transit to, or stored on or off the Project Site, which is to be used (installed into a building or structure) in the Project. (City of Miami Beach shall Named as a Loss Payee on this policy, as its interest may appear. This policy shall remain in force until acceptance of the project by the City.) Additional Insured-City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the contractor including materials, parts,or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the contractor's insurance. Notice of Cancellation- Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach c/o EXIGIS Insurance Compliance Services. Waiver of Subrogation—Vendor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However,this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers—Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds(i.e.FWCIGA,FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH do EXIGIS Insurance Compliance Services P.O. Box 4668—ECM#35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach(criskworks.com Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these requirements,including limits,based on the nature of the risk,prior experience, insurer, coverage, or other special circumstances. Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement.