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Contract with Ebsary Foundation, Co. DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 acs/y/2AzcS CONTRACT THIS CONTRACT("Contract") is made and entered into as of the Co day of mow- .B. N(L 2020, by and between the City of Miami Beach, Florida, a municipal corporation (the "City") and EBSARY FOUNDATION, CO., (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-2020-125-AY FOR CONTINUING SERVICES AS NEEDED FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE 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 in Attachment A, B and D.Accordingly, all of the documents incorporated by the Contract Documents shall govern this Project. The Contract is an indefinite-quantity contract for construction work and services. The Contractor shall perform all work required, necessary, proper for or incidental to completing the Detailed Scope of Work called for in each individual Service Order attached hereto as Exhibit B, issued pursuant to this Contract for the Fix Unit Prices set forth in the Pricing List attached hereto as Exhibit A. When a specific project is ready for construction, the requesting department will select the awarded vendor that has the best pricing and availability for the sum of the items needed for the particular need identified, on a case by case basis. 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: DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 For City: Public Works Department 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Giancarlo Pena P.E., CGC. Civil Engineer Ill giancarlopena aAmiamibeachfl.gov With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: Ebsary Foundation Co. 2154 NW North River Drive Miami, FL 33125 Attn: Bobby Brown bbrown(a�ebsaryfoundation.com DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 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 ,•DocuSigned by: riliktM4 DocuSigned by: BY: 0� 'M/6/2020 i 6:56 EST (Utbratt,S y 2OCA719d97B4�C... Rafael E. Granado, yyt✓fie Jimmy L. Morales, City Manager APPROVED AS TO FORM& LANGUAGE & FOR EXECUTION • X1,4 City Mammy Date [seal] ATTEST: EBSARY FOUNDATION, CO. / 1 By: By: At(/Aff1:A Name: Name: 0 Q. &deo " [seal] DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EKKIBITA D02020135.AY _ CONTRACTORS CONTRACTORS Bunnell Marine,l6C David Mancini&Som,Inc Ebsar7 Foundation Kearns Construction lamben Bros Shoreline fGonda tlon,Ine. Item Description unit Cost Unit Cost Unit Con Unit Cool Unit Cost Unit Con - .1 Mobtlzaoon and Dernoblaalien 0'-70'Max Length. $ 5,500.00 S 460,000.00 5 26,000.00 $ 100,000.00 5 50,000.00 5 51,600.05 I Mobiboo00n and Demobilization 71,250'Max Length. 5 3.500.00 5 675,000.00 5 ' 26,000.00 5 125,000.00 5 75,000.00 5 21.600.00 3 Mobifaallsn and Demobilization Greater than 250'Length. 5 0.500.00 5 030,000.00 5 a6,000.00 $ 150,00000 S 75.000.00 5 21600.00 4 Furnish and Insla5 Concrete Seawall Panel 10'Max Depth Section 0.70'Max Length 5 35.00 5 64.00 5 51.000 5 69.00 5 44.00 5 33.00 5 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 71'-250'Max Length 5 35.00 5 50.00 3 49.00 5 61.00 $ '38.00 3 52.00 6 Furnish and Install Concrete Seawall Panel 10'Max Depth Section Greater than 257 Length 5 35.00 1 50.00 5 46.00 5 60.00 5 36.30 5 31.00 7 Furnish and Install Connote Seawall Panel 14'Max Depth Section 0'-70'Max Length 5 58.0o 5 64.00 5 50.00 5 75.00 5 .55.00 5' 35.00 e Furnish and Insall Concrete Seawall Panel 14'Max Depth Section 71'450'Max Length 5 5000 5 so.00 5 47.00 5 65.00 5 47.50 5 34.00 9 Furnish and Install Concrete Seawall Panel 14'Max Depth Section Greater than 250'Length S 55.00 5 5100 5 45.00 5 63.00 3 46.00 5 33.00 10 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14.770)0'-70'Mat Length S 38.00 5 78.00 5 38.00 5 51.00 5 97.00 5 37.00 .11 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)71'-250'Mas length 5 38.00 5 78.00 5 37.00 5 4000 5 91.00 $ 36.00 12 Furnish and Install Sleet Sheet PM(NZ 14 or AZ 14.770)Greater than 250'Length 5 38.00 5 78.00 5 37.00 $ 48.00 5 91.00 S 35.00 13 Furnish and 1851412'6 12'King Pee for Concrete Seawall 10'Max Depth Scotian 0.77 Max length 5 60.00 5 470.00 5 106.00 5 111.00 $ 120.00 5 105.00 14 Famish and Install 12'x 12'King Pee for Concrete Seawal 10'Max Depth Section 71'-250'Max Length 5 60.00 5 412.00 1 103.00 5 . 109.00 $ 10400 5 98.00 I5 Furnish and Instal 12'0 12'King Ple for Concrete Seawall 10'Max Depth Section Greater Ulan 257 length 5 60.00 5 435.00 5 106.00 5 109.00 5 100.00 5 96.00 16 Furnish and Install 12'x 12'Ballet He for Concrete Seawall 17 Max Depth Section 7-10 Max Length 5 35.00 5 543.00 $ 136.00 5 160.00 5 350.00 $ 78.00 17 Furnish and lnsla5 12'x 12'Ballet Psi far Concrete Seawall IV Max Depth Seclon 71'-257 Max Length S 85.00 5 438.00 5 130.00 5 146.00 5 135.00 5 76.00 Le Furnish and Install 12'x12'Batter Pie for Concrete Seawall 10'Max Depth Section Greater than 250'Length 5 35.00 3 460.00 5 134.0D S 145.00 5 125.00 5 72.00 19 Furnish and Instal!14'x 14'King Ple for Concrete Seawall 14'Mao Depth Section 0'-17 Max Length 5 98.00 5 49400 5 146.00 5 195.00 5 150.00 5 105.00 20 Famish and Ins14014'x 14'King Pee for Concrete Seawall 14'Max Depth Section 71'357 Max Length 5 98.00 S 436.000.00 5 138.00 5 001.00 5 135.00 5 104.00 21 Furnish and Install 14'a 14'King Pile for Concrete Seawall 14'Max Oeplh Section Greater than 257 Leng% 5 98.000 5 460.00 3 142.00 5 194.00 5 125.00 5 101.00 22 Furnish and Install 14'014'Beller Pee for Concrete Seawall IC Mac Depth Section 0-70'Mas Length 5 98.00 3 567.00 5 . 145.00 S. 195.00 3 197.50 5 10000 I3 Furnish and Install 14'c 14'Batter Pee for Concrete 5eawa214'Max(lentil Section 71'457 Max Leryth S 93.00 5 462.0a 5 140.00 5 188.00 5 168.76 5 98.00 24 Furnish and Install 14'4 14'Batter Pal for Concrete Seara714'Ma Depth Section Greater Than 257 Length 5 90.00 5 460.00 5 141.00 6 186.00 5 156.25 $ 96.00 25 Furnish 30013010 14'x 14'Batter Pre or Steel Sheet Pee(NZ 14 or AZ 14.770)0.77 Max length 5 71.00 5 557.00 5 146.00 6 15900 5 187.50 5 103.00 16 Furnish and Install 14'414'Ballet Pile far Steel Sheet P3e(NZ 14 or AZ 14770)71'-257 Max Length S 71.00 $ 400.00 5 138.00 5 154.00 5 166.75 $ 98.00 27 Furnish and Install 14'a 14'Ballet Pea tor Steel Sheet Pite(NZ 14 or AZ 14770)Greater than 257 Length 5 71.00 5 460.00 5 142.00 $ 159.00 5 156.25 5 95.00 28 Furnish and Install 18'x18'Beller Pen for Steel Sheet Pile(NZ 14 or AZ 16-770)0-70'Max Length 5 81.00 5 623.00 5 143.00 5 340.00 $ 243.75 5 13300 29 Furnish and Install 18'x 18'Ballet Pee for Steel Sheet Pte(NZ 14 or AZ 14-770)71'-257 Max Length S 81.00 5 518.00 5 137.00 $ 704.00 5 219.33 5 13000 30 Furnish and Install 18'x18'BatterP6e far Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length 5 81.00 S 515.080 5 137.00 $ 032.00 5 203.13 5 130.00 31 Furnish and Install Concrete Seawall Cap for 17 Max Depth Section 0'-70'Max Length $ 300.00 5 411.00 5 473.00 5 771.00 S 347.00 5 265.00 32 Furnish and Instill Concrete Seawall Cap far 10'Alex Depth Section 71-250'Max Length $ 300.00 5 411.00 S 450.00 $ 740.00 5 340.00 5 260.05 33 Furnish and Install Concrete Seawall Cap far 10 Mal Depth Section Greater than 250'Length 5 300.00 5 411.00 5 455.00 5 733.00 1 335.00 5 555.00 34 Furnish and Install Concrete Seawall Cap 101 14'Max Dep%Section 0'-77 Max Length 5 300.00 5 411.00 5 475.05 5 843.00 5 367.00 5 265.00 95 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 71'-250'Mae Length $ 300.00 5 411.00 5 450.00 5 78000 5 360.00 5 260.80 36 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section Greater than 250 Length S 300.00 S 411.00 5 470.00 5 767.00 5 355.00 5 155,60 37 Furnish and Install Concrete Seawall Cap far Steel Sheet Peewf 14'1 14'Batter Pees 7.70'Max Leng% 5 300.00 5 . 410.000 S 467.00 5 843.00 5 513.00 S 03500 38 Furnish and Install Concrete Seawall Cap for Steel Sheet Pio vet 14'x 14'Batter Pees71'-257 Max Length 5 300.00 5 411.00 S 444.00 5 780.00 $ 490.00 S 33000 39 Furnish and install Concrete Seawall Cap for Steel Sheet He wt 54'o 14'Batter Piles Grealer than 257 Length 5 _ 300.00 S 411.00 5 420.00 5 767.00 5 475.00 5 326.00 40 Furntsh 400lnsta3 Concrete Seawall Cap for 01001 Shnel Ple wf 16'0 16'Batter Piles 7-70 Max Length $ 300.00 6 411.00 5 467.00 5 1.109.0a 5 525.08 5 335.00 41 Furnish and Install Concrete Seawall Cao fur Steel Sheet Pease/16'x 16'Bailer Pees 71'-257 Max Length 5 300.00 5- 411.00 5 444.00 5 900.00 5 30000 5 33000 42 Furnish and Install Concrete Seawall Cap for Steel Sheet Pee wt 16's 16'Batter PeesGreater than 250 Length S 3000.00 5 413.00 S 420.00 5 867.00 S 495.00 5 315.00 43 Furnish and Install Concrete Seawall Outfall Pipe Penetration 5 1500.00 5 23.003.00 5 13,00100 $ 17,000.00 5 4,000.00 5 7,850.00 44 Furnish and Instal Steel Sheet Pile Seawall Oudaa Pipe Penetration 5 2500.00 5 21.007.00 5 15.00000 5 19,500.00 5 4,000.00 5 15.150.00 44A Concrele Panel Knochoul Area 5 6.00 5 10800 $ 5.00 5 84.00 5 25.00 $ 70.00 es Furnish and Install 057 Slane 0'-70 Max Length 5 45.00 5 163.00 5 83.00 S 145.00 5 228.00 5 45.00 46 Furnish and Install 057 Stone 71'-250 Max length 5 45.00 1 163.00 5 89.00 $ 119.00 5 21600 5 4500 47 Furnish and moan 1151 Slone for Greater than 250'Length . 5 45.00 5 163.00 $ 83.00 5 329.00 5 116.00 S 4500 46 Furnish and Install Rubble Rip Rap 077 Max Length 5 19500 5 700.00 5 133.00 5 13000 5 167.00.5 112.00 49 Furnish and Install Rubble Rip Rap 71'-250'Max Length 5 195.00 5 700.00 5 133,00 5 193.00 5 160.00 5 112.00 50 Furnish and Install Rubble Rip Rap Greater than 255 Length 5 195.00 S 700.00 5 133.00 $ 192.00 S 160.00 5 112,00 51 Furnish and Install Aluminum Pipe Guardrail 0'-70'6145 length 3 105.00 5 142.00 5 79.00 5 140.00 5 175.00 5 00.00 51 Furnish and 105130 Aluminum Pipe Gualral 71'350'Mac Length 5 805.00 5 14200 5 79.00 5 12000 $ 155.00 5 40.00 53 Famish and Instal Aluminum Pipe GuatdraO for Greater than 2511'Max Length S 105.00 5 142.00 5 79.00 5 9000 5 15007 S 40.00 54 Removal of Existing Seawall Cap 0'70'Max Length S 68.00 5 56.00 5 125.00 S 150..00 5 85.00 3 6600 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EXHIBIT IT62010.175.AY 55 Removal of Existing Seawall Cap 71'-250 Max Length 5 10.o0 5 56.00 5 115.00. 5 150.00 5 80.05 5 64.00 S6 Removal of Existing Seawall Cap for Greater Nan 25(7 Length $ 00.0o S 56.06 5 121.00 5 150.00 5 60.00 5 63.00 57 Removal of ExBGng Seawall Fooling 0.70'Max Length $ 43.00 5 377.00 5 170.00 5 150.00 $ 250.00 5 151.00 s9 Removal of Existing SeawaS Footing 71'-250'Max length 5 43.00 0 386.00 5 220.00 5 150.00 S 200.05 5 162.00 59 Removal of Existing Seawall Fooling for Greater than 250'Length 5 43.00 5 306.00 5 220.00 5 150.00 5 200.00 $ 151.00 60 Excavation and removal of sot landside if necessary 0-70'Max length 5 43.0o 5 63.00 5 100.00 5 95.00 $ 50.00 5 41.50 61 Excavation and removal of sot landside If necessary 71'-250 Max Length 5 43.00 $ '70.00 5 100.00 5 95.00 5 70.00 5 41.50 61 Excavation and removal of So3 landslde it necessary for Greater than 250'Length 5 43.00 5 71.00 5 100.00 5 94.00 5 50.00 5 41.50 63 BacknJl Malaita)(clean sand)0'•70'Max Length $ 40.00.1 95.00 5 136.00 5 100.00 5 140.00 5 31.00 64 Back00Materal(clean sand)71'-250'Max Length .5 40.00 5 75.00 5 136.00 6 100.00 5 100.00 5 11.00 65 Backfd Malerial(clean sand)for Greater than 250'length 5 46.00 5 62.00 5 136.00 5 99.00 $ 00.00 S 31.00 66 Restoration of disturbed area 0'-70 Max Length 5 95.00 5 63.00 5 44.00 5 7000 5' 20.00 6 47.50 67 Restoration of disturbed area 71,250'Max Length 5 9a 0o S 41.00 5 44.00 5 76.00 5 16.00 S 47.50 68 Restoration of disturbed area Greater Nan 250'length 5 80.00 5 41.00 S 44.00 S 6900 $ 14.00 5 47.50 69 As.Su5URecord Drawingsnogs 0.70 Max length 5 1,10a.00 5 21.00000 $ 4,400.00 6 12,000.00.S 6,3)7.50 $ 4,500.00 70 As-ButSRecord Orawilgs00gs 71'-250'Max Length S 1500.00 5 29,000.00 5 4,400.00 5 14.000.00 5 13.387.50 S 5,500.00 71 As-SutURecom Drawingsfags Greater than 250'Length 5 2.500.00 S 36,000.00 5 4.40000 5 16,00000 5 07,105.15 S 6.500.00 72 S5ltence and Turbidity barter 0'-70 Max length 5 x5.00 5 23.00 5 14.00 5 7.00 5 45.00 5 20.00 73 SR fence and Turbidity barrier 71'-250 Max Length 5 1s.0o 5 23.00 5 14.00 5 6.00 5 30.00 5 19.00 74 Silt fence and Turbidity barrier Greater Nan 250'Length $ ____15.00 5 _ 33.00 5 14.00 5 600 5 _25.00 5 _ moo 75 ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT'(PER PROJECT AS APPLICABLE) 5 15.00 5 15.00 5 15.00 $ 2505 5 25.00 5 25.00 DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EXHIBIT B:Service Order Form Service Order No. for services described herein TO: Ebsary Foundation Co. PROJECT NAME: DATE: Pursuant to the agreement between the City of Miami Beach and Ebsary Foundation Co., for Continuing Services (as needed) for the Construction of Seawalls Citywide (ITB No. 2020-125- AY) you are directed to provide the following services: SCOPE OF SERVICES: Per attached proposal dated , to be considered part of this Agreement. Estimated calendar days to complete this work: Days Original Service Order Amount: Total From Previous Additional Service Orders: Fee for this Service Order is Lump Sum/Not to Exceed amount $ of: Total Agreement to Date: $ Dept. Director Date Assistant City Manager Date Consultant Date City Manager Date The applicability of the following requirements must be determined at time of Service Order: 1. Payment& Performance Bond 2. Liquidated Damages 3. Local Workforce Participation 4. Prevailing Wage Rates DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 ATTACHMENT A COMMISSION AWARD MEMO DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 Coversheet Competitive Bid Reports-C2 B MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: October 14,2020 SUBJECT: REQUEST FOR APPROVAL TO AWARD A CONTRACT PURSUANT TO INVITATION TO BID (ITB) 2020-125-AY, CONTINUING SERVICES (AS NEEDED)FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE. RECOMMENDATION The Administration recommends that the Mayor and City Commission of the City of Miami Beach, Florida approve the City Manager's recommendation pertaining to bids received, pursuant to ITB 2020-125-AY, continuing services (as needed) for the construction of seawalls citywide. BACKGROUND/HISTORY The purpose of this bid is to establish a continuing services contract for the construction of seawalls, Citywide, on an as needed basis as determined by the City. It is the City's intent to award this contract as a push button contract. Push button contracts are extensively utilized by agencies such as FDOT to expedite to critical projects via a competitively solicited indefinite quantity contract. When items are needed, the city will select the awarded vendor that has the best pricing and availability for the sum of the items needed for the particular need identified, on a case by case basis. These types of continuing contracts are authorized under Florida law.Awarding projects via a push button contract allows the City to expedite critical infrastructure projects while benefiting from competitively solicited pricing. ANALYSIS The ITB was issued on July 10, 2020, with bid opening date of August 24, 2020.The Procurement Department issued bid notices to 32,150 companies utilizing www.bidsync.com website. 123 prospective bidders accessed the advertised solicitation.The notices resulted in the receipt of seven (7) responses from: Bunnell Marine, LLC ("Bunnel"), David Mancini & Sons, Inc ("David Mancini"), Ebsary Foundation Company ("Ebsary"), Kearns Construction Company ("Kearns"), Lambert Bros ("Lambert"), Ric-Man Construction Florida, Inc. ("Ric Man") and Shoreline Foundation, Inc. ("Shoreline"). See Attachment A for a tabulation of bids received. The ITB stated that the responsive, responsible bidder(s) meeting all terms, conditions, and specifications of the ITB will be recommended for award. Ric Man failed to comply with the minimum eligibility requirements regarding previous experience stated in the ITB.Therefore,the bid submitted by Ric Man has been deemed non-responsive and cannot be considered. Staff has verified that the bids submitted by the remaining six(6)bidders met the requirements of the ITB and can be considered. Below is a brief summary of the six (6) bidders as articulated in their bid submittals and staffs experience with each bidder in addition to references received, as applicable. Bunnell Marine, LLC: According to its proposal, Bunnell Marine, LLC, was founded in Miami in 1941.They have licensed marine contractor with over 40 years of experience.The firm has not previously completed work for the City, but all references provided, including Bayview Tower, Gluck, Ramin Designs, LLC.provide positive feedback. In addition, Bunnell Marine, LLC is a certified Veteran-Owned Business. David Mancini&Sons, Inc David Mancini &Sons are a firm that was incorporated in 2010 and with multiple experience with the City of Miami Beach.The firm has completed work for the City, with satisfactory feedback, including projects at the North East Convention Center and Crespi Boulevard. In addition,the City of Miami also provided positive feedback. Ebsary Foundation Company For more than 90 years, Ebsary Foundation Company has been performing marine and foundation construction throughout the State of Florida and across the Caribbean. Headquartered along the Miami River, the firm has provided references which merit positive feedback from Palace Condominium Association,Town of Medley, and 121 Marina Seawall. Kearns Construction Company Kearns Construction Company is a Florida based general contractor that performs primarily marine construction, environmental restoration, commercial diving, and tremie pour services. Founded in 2001, the firm has provided positive references from companies and municipalities such as Marina Palms and City of Key West. https://miamibeach.novusagenda.com/agendapublic/CoverSheet.aspx?Iteml D=18832&MeetinglD=774 1/2 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 Coversheet Lambert Bros Lambert Bros. Inc. was incorporated in the State of Florida in April 2000 and is family owned and operated.Although the firm has not previously completed work for the City, it has recently been awarded the project for the 77th street bridge over East Biscayne Point Canal repairs. In addition, references were provided with positive feedback from City of Tamarac, Palm Beach County, and Florida Department of Transportation. Shoreline Foundation,Inc. Shoreline Foundation Inc.was founded in June of 1986 and is a fully licensed, insured and bonded contractor capable of handling your marine, heavy highway and deep foundation specialty construction projects. The firm has also provided feedback from companies such as Eden Isles Condominium, San Remo Condo, and Colonial Club Condominiums. It is important to note that the FDOT had placed a moratorium on the award of work to Shoreline for failures on a previous project. However, the moratorium has expired and records indicate that no further action or restrictions with regard to awarding work to Shoreline exist. In order to assure that the City has contractors that can provide services as necessary, it is in the City's best interest to award all responsive and responsible bidders, under a push button contract selection. When Work is identified by a City representative, the Contractor who provides all services needed and is the lowest for the project based on prices submitted in Appendix A, Cost Proposal Form,will be selected to complete the Work.See Attachment A for all bidders meeting all terms and conditions of the ITB. FINANCIAL INFORMATION The cost associated to establish a continuing services contract for the construction of seawalls for the City of Miami Beach is subject to the funds availability approved through the City's budgeting process. The annual costs are anticipated to be approximately$1,500,000.00; However, additional funds may become available subject to the funds availability approved through the City's budgeting process CONCLUSION As previously stated, award of the ITB will establish a pool of prequalified firms that have submitted fixed unit pricing for a wide range of items or services that may be required for future work.When a specific project is ready for construction,staff will utilize the total of the unit prices submitted by each bidder for the required work to identify the contractor for the project based on overall lowest total cost for the project. These types of contracts, known as push button contracts, are common in the industry and used extensively by agencies such as the Florida Department of Transportation. They are innovative ways to expedite work while assuring the City is benefiting from pricing established through competitive solicitations. Therefore, after reviewing the bids received and the evaluation of staff, I recommend that the Mayor and City Commission of the City of Miami Beach, Florida, approve the award of a contracts, pursuant ITB 2020-125-AY for continuing services for the construction of seawalls citywide, to Bunnell Marine, LLC, David Mancini & Sons, Inc, Ebsary Foundation Company, Kearns Construction Company, Lambert Bros and Shoreline Foundation, Inc., the responsive, responsible,bidders; and authorize the City Manager and City Clerk to execute the contracts. Applicable Area Citywide Is this a"Residents Right to Does this item utilize G.O. Know"item,_pursuant to Bond Funds? City Code Section 2-14? Yes Yes Strategic Connection Neighborhoods-Increase compliance with City code. Legislative Tracking Public Works/Procurement ATTACHMENTS: Description D Attachment A https://miamibeach.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=18832&Meeting ID=774 2/2 ATTACHMENT A !TB 2020-125-AY BIDDERS Bunnell Marine,LLC David Mancini&Sons,Inc Ebsary Foundation Kearns Construction Lambert Bros motion' Shoreline Foundation, Item Description Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost 1 Mobilization and Demobilization 0'-70'Max Length. $ 3,500.00 $ 460,000.00 $ 26,000.00 $ 100,000.00 $ 50,000.00 $ 20,050.00 $ 21,600.00 2 Mobilization and Demobilization 71'-250'Max Length. $ 3,500.00 $ 675,000.00 $ 26,000.00 $ 125,000.00 $ 75,000.00 $ 42,175.00 $ 21,600.00 3 Mobilization and Demobilization Greater than 250'Length. $ 3,500.00 $ 880,000.00 $ 26,000.00 $ 150,000.00 $ 75,000.00 $ 60,193.00 $ 21,600.00 4 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 0'-70'Max Length 5 35.00 $ 64.00 $ 51.00 $ 69.00 $ 44.00 5-62443 $ 33.00 5 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 71'-250'Max Length $ 35.00 $ 50.00 $ 49.00 $ 61.00 $ 38.00 $ 62.00 $ 32.00 6 Furnish and Install Concrete Seawall Panel 10'Max Depth Section Greater than 250'Length $ 35.00 $ 50.00 $ 46.00 $ 60.00 $ 36.80 5-62460 $ 31.00 7 Furnish and Install Concrete Seawall Panel 14'Max Depth Section 0'-70'Max Length $ 55.00 $ 64.00 $ 50.00 $ 75.00 $ 55.00 5 75-08 $ 35.00 e Furnish and Install Concrete Seawall Panel 14'Max Depth Section 71'-250'Max Length $ 55.00 $ 50.00 $ 47.00 $ 65.00 $ 47.50 $ 75.00 $ 34.00 9 Furnish and Install Concrete Seawall Panel 14'Max Depth Section Greater than 250'Length $ 55.00 $ 51.00 $ 45.00 $ 63.00 $ 46.00 $ 75.00 $ 33.00 10 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70'Max Length $ 38.00 $ 78.00 $ 38.00 $ 51.00 $ 92.00 $ 13.00 $ 37.00 11 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)71'-250'Max Length $ 38.00 $ 78.00 $ 37.00 $ 48,00 $ 91.00 $ 41.00 $ 36.00 12 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length $ 38.00 $ 78.00 $ 37.00 $ 48.00 $ 91.00 $ 41.00 $ 35.00 13 Furnish and Install 12"x 12°King Pile for Concrete Seawall 10'Max Depth Section 0'-70'Max Length $ 60.00 $ 470.00 $ 106.00 $ 111.00 $ 120.00 $ 89.00 $ 103.00 14 Furnish and Install 12"x 12°King Pile for Concrete Seawall 10'Max Depth Section 71'-250'Max Length $ 60.00 $ 412.00 $ 103.00 $ 109.00 $ 108.00 $ 82.00 $ 98.00 15 Furnish and Install 12"012"King Pile for Concrete Seawall 10'Max Depth Section Greater than 250'Length $ 60.00 $ 435.00 $ 106.00 $ 109.00 $ 100.00 $ 83.00 $ 96.00 16 Furnish and Install 12"x 12"Batter Pile for Concrete Seawall 10'Max Depth Section 0'-70'Max Length $ 05.00 $ 543.00 $ 136.00 $ 160.00 $ 150.00 $ 122.00 $ 78.00 17 Furnish and Install 12"x 12"Batter Pile for Concrete Seawall 10'Max Depth Section 71'-250'Max Length $ 85.00 $ 438.00 $ 130.00 $ 146.00 $ 135.00 $ 108.00 $ 76.00 18 Furnish and Install 12"x 12"Bailer Pile for Concrete Seawall 10'Max Depth Section Greater than 250'Length $ 85.00 $ 460.00 $ 134.00 $ 145.00 $ 125.00 $ 108.00 $ 72.00 19 Furnish"and Install 14"x 14"King Pile for Concrete Seawall 14'Max Depth Section 0'-70'Max Length $ 98.00 $ 494.00 $ 146.00 $ 195.00 $ 150.00 $ 110.00 $ 105.00 zo Furnish and Install 14"x 14"King Pile for Concrete Seawall 14'Max Depth Section 71'-250'Max Length $ 98.00 $ 436,000.00 $ 138.00 $ 191.00 $ 135.00 $ 101.00 $ 104.00 21 Furnish and Install 14"x 14°King Pile for Concrete Seawall 14'Max Depth Section Greater than 250'Length $ 98.00 $ 460.00 $ 142.00 $ 194.00 $ 125.00 $ 99.00 $ 103.00 22 Furnish and Install 14"014"Batter Pile for Concrete Seawall 14'Max Depth Section 0'-70'Max Length $ 98.00 $ 567.00 $ 145.00 $ 195.00 $ 187.50 $ $ 100.00 23 Furnish and Install 14"x 14"Batter Pile for Concrete Seawall 14'Max Depth Section 71'-250'Max Length $ 98.00 $ 462.00 $ 140.00 $ 188.00 $ 168.75 $ 129.00 $ 98.00 24 Furnish and Install 14"x 14"Batter Pile for Concrete Seawall 14'Max Depth Section Greater than 250'Length $ 98.00 $ 460.00 $ 142.00 $ 186.00 $ 156.25 $ 129:00 $ 96.00 25 Furnish and Install 14°x 14"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70'Max Length $ 71.00 $ 567.00 $ 146.00 $ 159.00 $ 187.50 $ 106.00 $ 100.00 26 Furnish and Install 14"x 14"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)71'-250'Max Length $ 71.00 $ 462.00 $ 138.00 $ 154.00 $ 168.75 $ 8:00 $ 98.00 27 Furnish and Install 14"x 14"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length 5 71.00 $ 460.00 $ 142.00 $ 159.00 $ 156.25 $ 98Ao $ 96.00 28 Furnish and Install 18"x 18"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70'Max Length $ 81.00 $ 623.00 $ 143.00 $ 340.00 $ 243.75 S 107.00 $ 130.00 29 Furnish and Install 18°x 18"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)71'-250'Max Length 5 a1.00 $ 518.00 $ 137.00 $ 294.00 $ 219.38 $ 161.00 $ 130.00 30 Furnish and Install 18"x 18°Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length $ 81.00 $ 515.00 $ 137.00 $ 232.00 $ 203.13 $ 161.00 $ 130.00 31 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section 0'-70'Max Length $ 300.00 $ 411.00 $ 473.00 $ 771.00 $ 347.00 $ 534.00 $ 265.00 32 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section 71'-250'Max Length 5 300.00 $ 411.00 $ 450.00 $ 740.00 $ 340.00 $ 490.00 $ 260.00 33 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section Greater than 250'Length $ 300.00 $ 411.00 $ 425.00 $ 733.00 $ 335.00 $ 198.00 $ 255.00 34 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 0'-70'Max Length $ 300.00 $ 411.00 $ 475.00 $ 843.00 $ 367.00 $ 533.00 $ 265.00 35 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 71'-250'Max Length $ 300.00 $ 411.00 $ 450.00 $ 780.00 $ 360.00 $ 198.00 $ 260.00 36 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section Greater than 250'Length $ 300.00 $ 411.00 $ 475.00 5 767.00 $ 355.00 $ 498.00 $ 255.00 37 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14"x 14"Batter Piles 0'-70'Max Length $ 300.00 $ 411.00 $ 467.00 5 843.00 $ 513.00 $ 615.00 $ 335.00 38 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14"x 14"Batter Piles 71'-250'Max Length $ 300.00 $ 411.00 $ 444.00 $ 780.00 $ 490.00 $ 508.00 $ 330.00 39 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile w/14"x 14"Batter Piles Greater than 250'Length $ 300.00 $ 411.00 $ 420.00 $ 767.00 $ 475.00 5 538.00 $ 325.00 40 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 16"x 16"Batter Piles 0'-70'Max Length $ 300.00 $ 411.00 $ 467.00 $ 1,129.00 $ 525.00 $ 619.00 $ 335.00 41 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile w/16"x 16"Batter Piles 71'-250'Max Length $ 300.00 $ 411.00 $ 444.00 $ 900.00 $ 500.00 $ 569.00 $ 330.00 42 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile w/16"x 16"Batter Piles Greater than 250'Length $ 300.00 $ 411.00 $ 420.00 $ 867.00 $ 495.00 $ 509.00 $ 325.00 43 Furnish and Install Concrete Seawall Outfall Pipe Penetration $ 2,500.00 $ 23,000.00 $ 13,000.00 $ 17,000.00 $ 4,000.00 $ 14,176.00 $ 7,850.00 44 Furnish and Install Steel Sheet Pile Seawall Outfall Pipe Penetration 5 2,500.00 $ 21,000.00 $ 15,000.00 $ 19,500.00 $ 4,800.00 $ 14,223.00 $ 15,250.00 44A Concrete Panel Knockout Area $ 8.00 $ 108.00 5 5.00 $ 84.00 $ 25.00 $ 59.00 $ 70.00 45 Furnish and Install#57 Stone 0'-70'Max Length $ 45.00 $ 163.00 $ 88.00 $ 145.00 5 228.00 6---54,00 $ 45.00 46 Furnish and Install#57 Stone 71'-250'Max Length $ 45.00 $ 163.00 $ 88.00 $ 129.00 $ 216.00 $ 57.80 $ 45.00 47 Furnish and Install#57 Stone for Greater than 250'Length $ 45.00 $ 163.00 $ 88.00 $ 129.00 $ 216.00 $ 56.80 $ 45.00 4a Furnish and Install Rubble Rip Rap 0'-70'Max Length $ 195.00 $ 700.00 $ 133.00 $ 230.00 $ 167.00 S :4380 $ 112.00 49 Furnish and Install Rubble Rip Rap 71'-250'Max Length $ 195.00 $ 700.00 $ 133.00 $ 193.00 $ 160.00 $ 24388 5 112.00 50 Furnish and Install Rubble Rip Rap Greater than 250'Length $ 195.00 $ 700.00 $ 133.00 $ 192.00 $ 160.00 S 74330 $ 112.00 51 Furnish and Install Aluminum Pipe Guardrail 0'-70'Max Length $ 105.00 $ 142.00 $ 79.00 $ 140.00 $ 175.00 $ 44.00 $ 40.00 52 Furnish and Install Aluminum Pipe Guardrail 71'-250'Max Length 5 105.00 5 142.00 $ 79.00 $ 120.00 $ 155.00 $ 39.00 $ 40.00 53 Furnish and Install Aluminum Pipe Guardrail for Greater than 250'Max Length 5 105.00 $ 142.00 $ 79.00 $ 90.00 $ 150.00 $ 38.00 $ 40.00 54 Removal of Existing Seawall Cap 0'-70'Max Length $ 68.00 $ 56.00 $ 125.00 $ 250.00 $ 85.00 $ 173.00 $ 65.00 55 Removal of Existing Seawall Cap 71'-250'Max Length $ 68.00 $ 56.00 $ 125.00 $ 250.00 $ 80.00 $ 173.00 $ 64.00 56 Removal of Existing Seawall Cap for Greater than 250'Length $ 68.00 $ 56.00 $ 125.00 $ 250.00 $ 80.00 5 173.00 $ 63.00 57 Removal of Existing Seawall Footing 0'-70'Max Length $ 43.00 $ 377.00 $ 220.00 $ 150.00 $ 250.00 $ 123:08 $ 152.00 s8 Removal of Existing Seawall 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11161101 0551,095-411185583801!apispuel110040mom pusuogenesxg 19 0514 5 00'5? $ 00'08 $ 00'56 $ 00'001 $ 00'E9 $ 001£4 $ 11160l x854,0L-,0 hlesseseu I!00IspueI Bios 40 IeA0wa1 pue 00/4565009 09 AV-SZT-O?O?611 V 1N304HJVUV DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 ATTACHMENT B ADDENDA AND ITB SOLICITATION DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIAMI B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR THE CONSTRUCTION OF SEAWALLS August 17, 2020 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 QUESTIONS HAS PASSED AND NO FURTHER QUESTIONS WILL BE CONSIDERED. I. ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is on Monday, August 24, 2020, until 3:00 P.M.. PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY Dial-in Instructions: •Dial the Telephone Number: 1-786-636-1480 •Enter the Conference ID No.:547 415 86# All bids received and time stamped through BidSync, prior to the bid submittal deadline shall be accepted as timely submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically, either through email or facsimile,submitted prior to or after the deadline for receipt of bids 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. II. ATTACHMENTS Exhibit A: Seawall map Exhibit B: CMB Standard Seawall Details Exhibit C: Standard Detail 18-20 Manatee Grait Exhibit D: Standard Detail 12-16 pipe penetration for sheet piles Exhibit E: REVISED Bid Price Form FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND EXECUTED: 1) BID PRICE 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. Exhibit F: Basis of Payment for Bid Price Form Line Items Exhibit G: REVISED Insurance Requirements III. RESPONSES TO QUESTIONS RECEIVED Q1: Please provide the specific locations for each proposed seawall project. Al: Not available at this time.The purpose of the ITB is to establish a push button contract for future work as funding becomes available. The City owns approximately a total 4.15 miles of seawalls.Approximately 1 mile of this total have been constructed and the remaining 3.15 miles of seawalls are be constructed in the future and as budget becomes available. Please refer to the attached seawall map (Exhibit A) showing the approximate location of all City owned seawalls. Contractors should not assume that all work will be completed through the award of this ITB. The City reserves the right to contract for future seawalls through the award of this 1 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIAMI B EAC I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov item, or through any other contractinglprocurement method acceptable to the City. Q2:Some City of Miami Beach seawalls have low and narrow bridges that restrict barge access(Meridian Ave, Chase Ave,North Chase Ave and Surprise Lake). Our large barges can not access seawalls at these locations. Consequently, the cost of seawall at these seawalls are exponentially more expensive. Therefore, the site location is needed to submit a proper seawall proposal. A2: The attached seawall map depicts four City seawalls within the are described above: 1) Cherokee Avenue south end 2) Muss Park west end of 44 W Street 3)40 W Street&Chase Avenue parking lot 4) Garden Avenue south end Seawalls 1) and 2) have already been constructed. Seawalls 3) and 4) have not been constructed. Both of these seawalls have access through water and land. Similarly, the City seawalls along Collins Canal, where access through the water is limited, the contractor shall field verify the constructability and shall adjust the cost accordingly. Q3: Please provide the soils report for each proposed seawall project. A3: All seawalls to be constructed under this push button contract will be designed and permitted by the City or by City's professional engineering consultants.The design will reflect specific soil conditions for each seawall. Construction shall not start until the final design is complete and permits are obtained. The City will provide the soil reports, final plans, underground utility locations, environmental permits, etc. Q4: The ITB insurance requirements do not require the Federal marine insurance for working from barges. Will USLH, Jones Act and Long Shoreman insurance be required for this ITB? A4: Please refer to revised insurance requirements, Exhibit G. Q5: Please confirm that prevailing wages rates and certified payrolls will not be required. A5: Projects under this contract will not exceed $1,500,000, therefore Prevailing Wage Rates will not be required. Q6: Please provide the bid length for concrete piles(king and batter) used in building concrete panel seawalls. A6: Units for all concrete piles are now based on linear feet as opposed to each. Please see revised bid price form (Exhibit E). Q7: Please provide the bid length for the concrete seawall panels. A7: Units for all concrete panels and sheet pile wall are now based on square feet feet as opposed to linear feet. Please see revised bid price form (Exhibit E). Q8: Please confirm that 16" x 16" concrete piles are not required (bid items 28 — 30). Typically, 16" x 16" 2 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 M I AMI B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov concrete piles are not used in the State of Florida. The common concrete pile sizes are as follows: A. 10"x 10" B. 12"x 12" C. 14"x 14" D. 18"x 18" E. 20"x 20" (one precast yard in Tampa) F. 24"x 24" The plans call for 14"x 14"concrete piles. Please clarify. A8: Confirmed. The proposed concrete piles are now 18"X18" instead of 16"X16". Please see revised bid price form(Exhibit E)and proposed Exhibit B with the details for this configuration. Q9:Who will pay for the destructive testing (City or Contractor)? A9: The Contractor. Q10:Will signed and sealed pile logs be required? A10:Yes. Q11:Who will pay for the signed and sealed pile logs.(City or Contractor)? Al1: The Contractor. Q12: Who will hire and pay for surveys and as-built surveys(City or Contractor)? Al2: The City will provide for the topographical survey as part of the final design. The contractor shall provide as-built drawings per bid items 69-71. Q13: Will the City provide any parking for the Contractor? A13: No.The contractor shall apply and pay for any need of parking. City will help coordinate with the effort. Q14: How many parking spaces will be provided? A14: See response A13. Q15:Will the City provide the Contractor a staging area? A15: No.This contract does not have provisions for staging areas.The City will coordinate this effort with the contractor but ultimately the contractor shall be responsible for securing staging area. 3 I A . INVITATIONDDENDUM TONOBID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Q16: Please provide the size and location of the staging area? A16: See response A15. Q17: Will the City pay for fabricated and stored offsite seawall materials. A17: No. Q18: Please provide the as-builts for the underground utilities. A18: See response A3. As-builts for the underground utilities will be provided with the fnal plans and environmental permits. Q19: Should the bid form be revised to include an allowance amount for buried utilities? A19: No. All seawalls to be constructed under this push button contract will be designed and permitted by the City or by City's professional engineering consultants.The design will reflect specific soil conditions for each seawall as well as utility conflict resolutions if required. Construction shall not start until the final design is complete and permits are obtained. The City will provide to the awarded contractor all information used for the design of each specific project, including but not limited to soil reports, final plans, underground utility locations, environmental permits, etc. In the event that a conflict resolution requires special work not covered on the standard drawings, the City will negotiate with the contractor as change order or as a contingency transfer. Q20: How will the intersection of underground utilities and seawall work be accounted for in the Contractor's proposal? A20: See resonse A19. Q21:Will the City's consultant, BCC, be the engineer of record for this project? A21: BCC will be the engineer of record for the seven seawalls scheduled to begin during Fiscal Year 2020-2021: • Lennox Court, • Jefferson Avenue, • Garden Avenue, • 7150 Indian • Creek Dr, Bonita Dr, • Troutville Esplanade& • Rue Notre Dame Q22:Will the City's consultant, BCC, provide threshold inspections? A22:The City and/or the City's owner's representative will perform any necessary and required speciality inspections. 4 1ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Q23: Will the Contractor hire an engineer to submit a complete permit package to the municipalities? A23: No.See response A3. Q24: What is the status of the City permit? A24: The City anticipates obtaining permits for the aforementioned seven seawalls toward the latter part of this year. Q25: What is the status of the DEP permit? A25: See response A24. Q26: What is that status of the Army Corp. permit? A26: See response A24. Q27:What is the status of the DERM permit? A27: See response A24. Q28:Will the City pay for all DERM permit, mitigation and impact fees? A28:Yes. Q29:Sometimes, DERM requires the Contractor to post a cash bond for marine work. Will the City pay for the DERM cash bond if required? A29: Yes,the City is paying for all the bonds required by DERM. Q30: Sometimes, DERM wants to hold onto the cash bond for several years. Will the City pay for the cash bond required by DERM? A30: Refer to response A29. Q31: What is the project duration for each proposed seawall project? A31: This information is not available at this time. Once each seawall project is ready to be constructed,we will work with the contractor to determine a fair construction duration. Q32:What is the anticipated start date for the seawall projects? A32: The City is currently designing seven City seawalls. All seven seawalls (Lennox Court, Jefferson Avenue,Garden Avenue,7150 Indian Creek Dr,Bonita Dr,Troutville Esplanade&Rue Notre Dame) are expected to begin construction soon after final plans are finished and all 5 ADDENDUM TONO.3 BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AMI B EAC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov environmental permits have been obtained. Construction is anticipated to start within the first and second quarters of year 2021. The City is also in the process of developing a seawall master plan that prioritizes all City- owned seawalls. It is the intent of the City to use this push button contract as in the need basis to continue the construction of other City owned seawalls. We anticipate to have this seawall master plan developed early 2021 and the design and permits will be initiated.Regular updates will be provided to all contractors that get awarded under this push button contract. Q33: Without a schedule duration, how will the City asses liquidated damages? A33: The liquidated damages will be calculated for each specific project at time of service order.Therefore,this information is not available at this time. However,the City may consider any but not limited to the following options in calculating liquidated damages: • LD = 25% of the total cost (including contingency) I number days for substantial completion • Contingency.It is the intend of the City to add a 10%contingency of the estimated cost for each project. • Number of days for substantial completion=60 days to procure materials and mobilize + 1 day per 2 feet to fabricate +5 feet per day to install of the total horizontal length of proposed seawall. For example, a 70 feet long seawall will have approximately 60 + 35 +14= 109 days. Q34:Will the schedule start once the permit is obtained and City issued NTP? A34:Yes. Q35:What are the liquidated damages per each proposed seawall project? A35: Please refer to response A33. Q36:What are the sheet pile coating requirements? A36: Steel sheet pile will be coated per Sheet 12-11 of Exhibit B. Q37:Will the sheet piles be coated water side only or both sides? A37: Steel sheet pile will be coated per Sheet 12-11 Exhibit B. Q38: Will the sheet piles be coated only on the top 15'? A38: Steel sheet pile will be coated per Sheet 12-11 Exhibit B Q39: What will be the concrete coverage requirements(ACI 3"or FDOT 4")? A39: The concrete coverage requirements will be specified in the final design documents. 6 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AMI B EAC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Q40: Bid item No.43 requires outfalls. Will manatee grates be required? A40: Yes, the cost of the manatee grate will be included in item 43. Please refer to the Exhibit C for the standard detail of manatee grate. Q41:What are the specifications for manatee grates for outfalls? A41: See response A40. Q42:Are stainless steel manatee grates required? A42: See response A40. Q43:At Fleet Management,the CMB disliked the welded stainless steel manatee grates. The required welded stainless steel creates surface rust at the welds. Suggest using flat plate stainless steel (3/8") laser/water jet cut to build single piece manatee grates (no welds). A43: Details for manatee grates on steel sheet pile seawall are not available at the time of this addendums. The details will be provided by the City for each sheet pile seawall that requires manatee grates as part of the final plans and the City will negotiate with the contractor as change order or as a contingency transfer if a manatee grate is required in any sheet pile seawall. Q44:Will signed and sealed shop drawings be required for the FDOT handrails? A44: FDOT standard handrail shop drawing do not required signed and sealed shop drawings. The Contractor shall be responsible to providing shop drawings that comply with the FDOT standard plans and specifications. Q45: Will the City require a special handrail permit for all FDOT handrails? A45: If required,the City or City's consultant will obtain this permit. Q46:Will the City pay for the builder's risk insurance? A46: Please refer to Exhibit G for all insurance requirements. Builder's Risk would not be required for seawall product. Q47: Will the Contractor be required to secure and pay for builder's risk insurance? A47: See response A46. Q48:Will the City provide landscaping, sod and irrigation after seawall construction? A48: The restoration item shall include embankment required to fill the area adjacent to the 7 1ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC F-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov seawall for about 10'in width and a length of the entire seawall to an elevation of 5.2 feet NAVD at the seawall and a gradual transition from the seawall to the existing ground. This includes: suitable embankment, 6"of top soil and bahia grass. In addition, any other area that has been disturbed shall be regraded to the original conditions and shall be sodded with bahia grass. Any additional landscape work beyond the aforementioned work, the City will negotiate with the contractor as change order or as a contingency transfer OR the City decides to exclude it from this contract to be performed by others. The Contractor shall document site conditions prior to commencement of work of work activities within the anticipated area to be disturbed. Pease see revised bid form (Exhibit E).reflecting this language. Q49:Will the City require seismic monitoring? A49:Yes.The cost of this monitoring to be included in the unit price of the seawall items.Also, please refer to standard detail 12-1 general note 7. Q50: Who will pay for the seismic monitoring (City or Contractor)? A50: The Contractor.The cost of this monitoring to be included in the unit price of the seawall items.Also, please refer to standard detail 12-1 general note 7. Q51: a) If environmental agencies require mitigation for impacts to corals, seagrasses, sponges, etc—how is this accounted for and/or re-imbursed?b) Does contractor pay the fees and bill the City,or does City pay these fees and I or approve mitigation as part of a separate addendum or scope of work. Mitigation will be required — and is usually addressed through riprap/boulder placement. However, if there are significant corals in the footprint of the work, for example, these corals will need to be removed and relocated. Ocean Consulting can conduct this work. How do we account for this consulting cost? A51: a) See response A3. b)Any required mitigation items not specifically included in the bid form, the contractor will be entitled to a fair compensation as a change order or as a contingency transfer Q52: Who will be covering the cost of sealed Geotech report for each site? A52: The City will provide this information for each project. Q53:Who will be covering cost of boundary/topographical survey for each site? A53: The City will provide this information for each project. Q54:Are all permit fees paid directly by the City, or by the marine contractor and reimbursed by the City? A54: The City will pay for environmental permits during the design phase. Any other fee charged by permitting agencies not paid by the City,the Contractor shall pay and the City shall reimburse permit fees to the contractor on a pass-through basis (no mark-up or administrative fees). 8 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Q55:Will all seawalls be constructed to a standard height(minimum required now is+5.7'NAVD,for example)? A55: Yes. Q56: The City will need to sign all applications for permitting. Who will be the designated person to sign? Should be the City Manager or similar. A56: Most permit applications will be obtained by the City prior to construction.Any additional permit applications that need to be submitted by the contractor will be signed by the City Manager or his designee. Q57:Typically there are outfalls and utility crossings through these City seawall projects.We will need detailed surveys with locations and elevations. A57: Contractors are alerted to the fact that all seawalls to be constructed under this push button contract will be designed and permitted by the City or by City's professional engineering consultants. The design will reflect specific soil conditions for each seawall, actual survey conditions, utility conflict resolutions,etc. Construction shall not start until the final design is complete and permits are obtained.The City will provide all relevant information, including the the final plans and environmental permits to the contractor. Q58: Please confirm Davis Bacon or prevailing wages will not be required for this contract. A58: Davis Bacon and Prevailing wages applicability will be determined at the time of service order. Q59: Does the local workforce participation requirement apply for this contract? A59: Local workforce participation applicability will be determined at time of service order. However, local worforce participation applies to construction projects that exceed $1,500,000 million. Q60: Who will be responsible for permit processing and fees with the following agencies: a. ACOE b. FDEP c. DERM A60: The City. Q61: Will the city permit fees be waived? A61: The City will pay for environmental permits during the design phase. Any other fee charged by permitting agencies not paid by the City,the Contractor shall pay and the City shall reimburse permit fees to the contractor on a pass-through basis (no mark-up or administrative fees). 9 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 M I AMI B EAC I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Q62: We respectfully suggest that any permit fees be addressed as a pass through cost and not be included in the bidding process. A62: The City will pay for environmental permits during the design phase. Any other fee charged by permitting agencies not paid by the City,the Contractor shall pay and the City shall reimburse permit fees to the contractor on a pass-through basis (no mark-up or administrative fees). Q63: Is a Bid Bond required? If so, what percentage and on what form? A63: Bid Bond is not required. Q64: Will builders risk insurance be required for each project? A64: Please refer to Exhibit G for all insurance requirements. If in the future builder's risk is required,the Contractor must pay for it. Q65:Who will be responsible for on-site engineering and inspections? A65: The City. Q66: Please confirm that the following will not be required by the contractor and are the responsibility of others: a. Special purpose surveys. b. Sub soil investigations and reports. c. Permit sketches. d. Construction/layout survey and elevation benchmarks. e. Signed and sealed construction drawings. f. Calculations g. Benthic survey. h. Signed and sealed as-built drawings. i.Adjacent structure pre construction surveys. A66: A) By The City. B) By The City. C) By The City. D) By the Contractor. E) By The City. F) Calculations related to the design will be provided by the City. G) By The City. H) By the contractor. I) By the contractor. Q67:Will vibration monitoring be required for all pile driving operations? A67:Yes.The cost of this monitoring to be included in the unit price of the seawall items.Also, please refer to standard detail 12-1 general note 7. I10 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Q68: Will contractors be permitted to spud barges overnight at the jobsites? A68: The contractor will be allowed to spud barges overnight but may not use the existing seawall to do so. The cost of this effort shall be included in the unit price of the mobilization item. Please reder to Exhibit F Basis of Payment for line items. Q69: What is the anticipated start date? A69: The City is currently designing seven City seawalls. All seven seawalls (Lennox Court, Jefferson Avenue,Garden Avenue,7150 Indian Creek Dr,Bonita Dr,Troutville Esplanade&Rue Notre Dame) are expected to begin construction soon after final plans are complete and all environmental permits obtained.Construction is anticipated to start within the first and second quarters of year 2021. The city is also in the process of developing a seawall master plan that prioritizes all City- owned seawalls. It is the intent of the City to use this push button contract as in the need basis to continue the construction of other City owned seawalls. We anticipate having this seawall master plan developed early 2021 and design and permitted will be initiated. Regular updates will be provided to all awarded contractors. Q70: What is the amount of time for completion for each project? A70: Each seawall is unique and the time for completion will vary. Once each seawall project is ready to be constructed, the City and the contractor will determine a fair construction duration. Q71: Please provide bid lengths for sheet and concrete piles for bid items 10-30. A71:The units for items 4-30 have been changed.Please see revised bid price form(Exhibit E). Q72: Will alternate steel sheet pile sections meeting the proposed properties be considered? A72: The contractor shall bid based on the current information.At the time of the construction, the City will coordinate with the contractor any value engineering ideas and options. Q73: 16" Concrete Pile: We have not been able to locate a source for 16"pre cast concrete pile in the state of Florida. We have located an out of state source for the 16" pre cast concrete pile, the cost will be 2-3 times normal due to the long trucking distances. We respectfully suggest that an 18" pile be substituted for the 16" for cost savings. Keep in mind if this acceptable the cast-in-place cap dimensions would have to be increased to accommodate the larger cross section.Also impacts to the existing submerged land would increase due to the larger size as well. A73: The proposed concrete piles are now 18"X18" instead of 16"X16". Please see revised bid price form (Exhibit E)and proposed Exhibit B with the details for this configuration. 11 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Q74: Page 24, Item 11 of the instructions to bidders. "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. Please clarify and include an example of items that are to be included by bidders. A74: All costs including but not limited to the work specified in this bid, and consisting of but not limited to furnishing all materials, labor, equipment, supervision, overhead and profit, insurance, and taxes to complete the work to the full intent as shown or indicated in the contract documents. Q75: What quantity, size and type of pipe penetrations should bidders assume for each project(s)? A75: The majority of the seawalls have one or more outfall pipes for each seawall project.As a result,the proposed seawall will have one pipe penetration treatment for each outfall pipe.The existing outfall sizes vary between 12" and 48". The standard detail for the concrete pipe penetration is included in standard detail sheets. The standard detail for the sheet pile pine penetration is included in Exhibit D of this addendum. The bid form items 43 and 44 provide an estimated quantity of pipe penetration treatments for each seawall project. In addition,some proposed seawall panels will be designed to have a rectangular area(referred to as a knock-out area)without reinforcement filled with bricks are mortar to account for future stormwater outfall discharge opening.The size of the knock-out area varies between 16 to 32 square feet per concrete panel. The detail for the concrete panel knock-out will be included as part of the final design for each project where required.The original bid form was revised to include a bid item for this knock- out area Q76:Will manatee grates or backflow prevention devices be requires for pipe penetrations? A76: Manatee grates will be required for pipe sizes 18 inches or greater. Please refer to manatee grate detail in Exhibit C. Backflow preventers will only be required in a case by case basis.The cost of the manatee grate for the concrete panel seawall shall be included in the unit cost of the concrete seawall outfall pipe penetration bid item. For manatee grates required for sheet pile seawalls and for any required backflow prevention devices, the contractor will be entitled to a fair compensation as a change order or as a contingency transfer Q77: Should bidders included FDOT Index 870 guardrail for all concrete cap items? A77: Yes. Q78: What size jet filters should we include on steel sheet pile walls? A78: 4-inch 12 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov 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: Arju Yudasto 305-673-7490 ext. 26695 ArjuYudasto@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Potential proposers that have elected not to submit a response to the ITB are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. 'ncerely, I I. Alex D• is Proc : ent Director 13 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 M I /\/\/\ I BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT A: Seawall Map 14 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM I B EAC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT B: CMB Standard Seawall Details 15 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 I'v'\ I A MVl I B EAC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov EXHIBIT C: Standard Detail 18-20 Manatee Grait 16 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIAMI B E AC I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov EXHIBIT D: Standard Detail 12-16 pipe penetration for sheet piles 17 1ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov EXHIBIT E: Revised Bid Price Form FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND EXECUTED: 1) BID PRICE 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. 18 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AMI BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov REVISED Bid Price Form FAILURE TO SUBMIT THIS BID PRICE FORM FULLY COMPLETED AND EXECUTED ON OR BEFORE THE DUE DATE FOR BIDS SHALL RENDER THE BID NON-RESPONSIVE AND BIDDER SHALL RECEIVE NO FURTHER CONSIDERATION. Bidder affirms that the TOTAL BID PRICES include the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, supervision, mobilization, demobilization, overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or indicated in the contract documents. Any or all alternates, if applicable, may be selected at the City's sole discretion and based on funding availability. The city will not accept any revision to the total base bid sum, divisions, line item totals, or add alternates, after the deadline for receipt of bids. In the event of arithmetical errors between the division or item totals and the total base bid, the Bidder agrees that the total base bid shall govern. In the event of a discrepancy between the numerical total base bid and the written total base bid, the written total base bid shall govern. In absence of totals submitted for any division cost, the City shall interpret as no bid for the division, which may disqualify bidder. The allowance items that have been delineated below shall be used only upon the City's discretion, as needed. In the event that the item of work is not conducted or only a portion of the estimated allowance is used, the Bidder understands that the balance of the cost shall be returned to the Cit . Item Description QuantityU I M Unit Cost Total p (Quantity_X_Unit_Cost) Mobilization and Demobilization 0'-70' $ $ 1 Max Length. 1 LS Mobilization and Demobilization 71'- $ $ 2 250'Max Length. 1 LS Mobilization and Demobilization $ $ 3 Greater than 250' Length. 1 is Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section 0'-70' 7-0 4 Max Length . 700 LF Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section 71'-250' 260 5 Max Length 2500 SF Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section Greater 300 6 than 250' Length 3000 LF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section 0'-70' 70 7 Max Length _ 700 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section 71'-250' 250 8 Max Length 2500 s Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section Greater 300 9 than 250' Length 3000 sF I19 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M IMAIBEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U 1 M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) 0'-70' Max 71 10 Length 2450 sF Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) 71'-250' Max 250 11 Length 8750 LF Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) Greater than 300 12 250'Length 10500 LF Furnish and Install 12"x 12" King Pile $ $ for Concrete Seawall 10' Max Depth 8 EA 1.3 Section 0'-70' Max Length 280 LF Furnish and Install 12"x 12"King Pile $ $ for Concrete Seawall 10' Max Depth 26 EA 14 Section 71'-250' Max Length 910 LF Furnish and Install 12"x 12"King Pile $ $ for Concrete Seawall 10' Max Depth 34 15 Section Greater than 250' Length 1050 LF Furnish and Install 12"x 12"Batter $ $ Pile for Concrete Seawall 10' Max 8 EA 16 Depth Section 0'-70' Max Length 200 LF Furnish and Install 12"x 12" Batter $ $ Pile for Concrete Seawall 10' Max 26 EA 17 Depth Section 71'-250' Max Length 650 LF Furnish and Install 12"x 12" Batter $ $ Pile for Concrete Seawall 10' Max Depth Section Greater than 250' 34 EA 18 Length 750 LF Furnish and Install 14"x 14"King Pile $ $ for Concrete Seawall 14' Max Depth 8 19 Section 0'-70' Max Length 200 F Furnish and Install 14"x 14" King Pile $ $ for Concrete Seawall 14' Max Depth 26 20 Section 71'-250' Max Length 650 €F Furnish and Install 14"x 14"King Pile $ $ for Concrete Seawall 14' Max Depth 34 21 Section Greater than 250' Length 750 L Furnish and Install 14"x 14"Batter $ $ Pile for Concrete Seawall 14' Max B 22 Depth Section 0'-70' Max Length 200 L 20 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIAMI B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U / M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install 14"x 14"Batter $ $ Pile for Concrete Seawall 14' Max 26 EA 23 Depth Section 71'-250' Max Length 650 Furnish and Install 14"x 14"Batter $ $ Pile for Concrete Seawall 14' Max Depth Section Greater than 250' 34 EA 24 Length 750 LF Furnish and Install 14"x 14"Batter $ $ Pile for Steel Sheet Pile(NZ 14 or AZ 3 EA 25 14-770) 0'-70' Max Length 280 F Furnish and Install 14"x 14"Batter $ $ Pile for Steel Sheet Pile (NZ 14 or AZ 26 26 14-770) 71'-250' Max Length 910 EA Furnish and Install 14"x 14" Batter $ $ Pile for Steel Sheet Pile (NZ 14 or AZ 34 27 14-770) Greater than 250' Length 1050 €F • ,. - $ - $ Pile for Steel Shoot Pile(NZ 14 or AZ 14 770)0' 70'Max Length Furnish and Install 18"x 18" Batter Pile for Steel Sheet Pile (NZ 14 or AZ 8 EA 28 14-770) 0'-70' Max Length 280 LF • • • -•- • - '" " _- $ $ Pile for Steel Sheet Pile(NZ 14 or AZ 11 770)71' 250' Max Length Furnish and Install 18"x 18" Batter Pile for Steel Sheet Pile(NZ 14 or AZ 26 EA 29 14-770) 71'-250' Max Length 910 LF • • - - - - $ $ Pile for Steel Sheet Pile(NZ 14 or AZ Furnish and Install 18"x 18"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 30 EA 30 14-770) Greater than 250' Length 1050 F Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 0'-70' 31 Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 71'- 32 250' Max Length' 250 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 33 Greater than 250' Length 300 LF 21 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AMI BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 0'-70' 34 Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 71'- 35 250'Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 36 Greater than 250' Length 300 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile wl 14"x 14" 37 Batter Piles 0'-70' Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/14"x 14" 38 Batter Piles 71'-250' Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/14"x 14" 39 Batter Piles Greater than 250' Length 300 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/ 16"x 16" 40 Batter Piles 0'-70' Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/16"x 16" 41 Batter Piles 71'-250' Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/16"x 16" 42 Batter Piles Greater than 250' Length 300 LF Furnish and Install Concrete Seawall 2 $ $ 43 Outfall Pipe Penetration EA Furnish and Install Steel Sheet Pile 2 $ $ 44 Seawall Outfall Pipe Penetration EA 44A Concrete Panel Knockout Area 1200 SF Furnish and Install#57 Stone 0'-70' 20 $ $ 45 Max Length TONS Furnish and Install#57 Stone 71'-250' 75 $ $ 46 Max Length TONS Furnish and Install#57 Stone for 90 $ $ 47 Greater than 250' Length TONS Furnish and Install Rubble Rip Rap 0'- 20 $ $ 48 70' Max Length TONS Furnish and Install Rubble Rip Rap 75 $ $ 49 71'-250' Max Length TONS 22 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 MIAMI B E AC I-•I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U / M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install Rubble Rip Rap 90 $ $ 50 Greater than 250' Length TONS Furnish and Install Aluminum Pipe $ $ 51 Guardrail 0'-70' Max Length 70 LF Furnish and Install Aluminum Pipe $ $ 52 Guardrail 71'-250' Max Length 250 15 Furnish and Install Aluminum Pipe $ $ Guardrail for Greater than 250' Max 53 Length 300 LF Removal of Existing Seawall Cap 0'- $ $ 54 70' Max Length 70 LF Removal of Existing Seawall Cap 71'- $ $ 55 250' Max Length 250 LF Removal of Existing Seawall Cap for $ $ 56 Greater than 250' Length 300 LF Removal of Existing Seawall Footing $ $ 57 0'-70' Max Length 70 LF Removal of Existing Seawall Footing $ $ 58 71'-250' Max Length 250 LF Removal of Existing Seawall Footing $ $ 59 for Greater than 250' Length 300 LF Excavation and removal of soil $ $ landside if necessary 0'-70' Max 60 Length 100 CY Excavation and removal of soil $ $ landside if necessary 71'-250' Max 350 61 Length CY Excavation and removal of soil $ $ landside if necessary for Greater than 430 62 250' Length CY Backfill Material (clean sand) 0'-70' $ $ 63 Max Length 100 CY Backfill Material (clean sand) 71'-250' 350 $ $ 64 Max Length CY Backfill Material (clean sand)for 430 $ $ 65 Greater than 250' Length CY Restoration of disturbed area 0'-70 115 $ $ 66 Max Length sY _ Restoration of disturbed area 71'-250' 415 $ $ 67 Max Length sY 23 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AMI B EAC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U / M Unit Cost (Quantity_X_Unit_Cost) Restoration of disturbed area Greater 500 $ $ 68 than 250' Length sY As-Built/Record Drawings/logs 0'-70 $ $ 69 Max Length 1 LS As-Built/Record Drawings/logs 71'- $ $ 70 250' Max Length 1 LS As-Built/Record Drawings/logs $ $ 71 Greater than 250' Length 1 LS Silt fence and Turbidity barrier 0'-70 $ $ 72 Max Length 140 LF Silt fence and Turbidity barrier 71'-250' $ $ 73 Max Length 500 LF Silt fence and Turbidity barrier Greater $ $ 74 than 250' Length 600 LF ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT*(PER 75 PROJECT AS APPLICABLE) 10 EA $25.00 $250.00 'See Section 0100, Sub-section 12. Bidder's Affirmation The undersigned, as Bidder, declares that the only persons interested in this Bid are named herein; that no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is made without connection or arrangement with any other person; and that this Bid is in every respect fair and made in good faith, without collusion or fraud. The Bidder agrees, if its 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. Bidder: Authorized Agent Name: Authorized Agent Title: Authorized Agent Signature: 24 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM I B EAC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov EXHIBIT F: Basis of Payment for Bid Form Line Items 25 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A NI I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov BASIS OF PAYMENT Bid Items 1 For performing all preparatory work, mobilization and demobilization. Item includes, but not be though 3 limited to; Maintenance of Traffic(MOT) preparation, submission, and approval of all shop drawings; for the establishment of temporary offices and buildings (if required); cost to spud barges overnight when required and if allowed by permitting agencies, the costs of bonds, required insurance and other preconstruction expenses and excluding the cost of materials that are paid under other bid item(s). To be paid for as a lump sum. Mobilization item will be paid as follows: Initial payment 50% of the initial bid item, Final payment after demobilization 25% of the initial bid item and remaining 25% prorated equally in each progress payment. Bid Items 4 For furnishing and installing concrete seawall panels 10ft Max Depth. Minimum compressive through 6 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi minimum yield. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional concrete seawall panels. To be paid for based on actual square feet installed and only when the portion of the panel has been set to the correct elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. Bid Items 7 For furnishing and installing concrete seawall panels 14ft Max Depth. Minimum compressive through 9 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi minimum yield. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional concrete seawall panels. To be paid for based on actual square feet installed and only when the portion of the panel has been set to the correct top elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. Bid Items 10 For furnishing and installing Steel Sheet Pile(NZ 14 or AZ 14-770). Price shall include, but not through 12 be limited to all labor, materials and equipment necessary for the complete installation of a functional steel sheet piles.To be paid for based on actual square feet installed and only when the portion of the sheet pile has been set to the correct top elevation as depicted on the standard drawings.No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. Bid Items 13 For furnishing and installing 12"x 12" King Pile for Concrete Seawall 10' Max Depth Section. through 15 Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a 12" x 12" precast king pile with a minimum bearing capacity of 25 tons with 12"minimum penetration into firm material below silt layer. Piles shall have minimum compressive strength of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2"minimum.To be paid for based on actual lineal feet installed and only when the pile has been set to the correct top elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. 26 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Bid Items 16 For furnishing and installing 12"X 12"Batter Pile for Concrete Seawall. Price shall include, but through 18 not be limited to all labor, materials and equipment necessary for the complete installation of a 12" x 12" precast batter pile with a minimum bearing capacity of 25 tons with 12" minimum penetration into firm material below silt layer. Piles shall have minimum compressive strength of 5000 psi and (4) 1/2"Dia.270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2"minimum.To be paid for based on actual lineal feet installed and only when the pile has been set to the correct top elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. Bid Items 19 For furnishing and installing 14" X 14" King Pile for Concrete Seawall. Price shall include, but through 21 not be limited to all labor, materials and equipment necessary for the complete installation of a 14" x 14" precast king pile with a minimum bearing capacity of 25 tons with 12" minimum penetration into firm material below silt layer. Piles shall have minimum compressive strength of 5000 psi and (4) 1/2"Dia.270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2"minimum. To be paid for based on actual lineal feet installed and only when the pile has been set to the correct top elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. Bid Items 22 For furnishing and installing 14"X 14" Batter Pile for Concrete Seawall. Price shall include, but through 24 not be limited to all labor, materials and equipment necessary for the complete installation of a 14" x 14" precast batter pile with a minimum bearing capacity of 25 tons with 12" minimum penetration into firm material below silt layer. Piles shall have minimum compressive strength of 5000 psi and (4) 1/2" Dia.270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2"minimum. To be paid for based on actual lineal feet installed and only when the pile has been set to the correct top elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. Bid Items 25 For furnishing and installing 14" X 14" Batter Pile for Steel Sheet Pile (NZ 14 or AZ 14-770). through 27 Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a 14"x 14" precast batter pile with a minimum bearing capacity of 25 tons with 12"minimum penetration into firm material below silt layer. Piles shall have minimum compressive strength of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2"minimum.To be paid for based on actual lineal feet installed and only when the pile has been set to the correct top elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. Bid Items 28 For furnishing and installing an additional 18" x 18" Batter Pile for Steel Sheet Pile (NZ 14 or through 30 AZ 14-770). Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a 16"x 16"precast batter pile with a minimum bearing capacity of 25 tons with 12"minimum penetration into firm material below silt layer. Piles shall have minimum compressive strength of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low- Lax Strands with 2-1/2" minimum. To be paid for based on actual lineal feet installed and only when the pile has been set to the correct top elevation as depicted on the standard drawings. No additional compensation will be made for any Superfluous material used beyond the top elevation as depicted on the standard drawings. 27 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIAMI B EAC I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Bid Items 31 For furnishing and installing concrete seawall cap 10ft Max Depth. Minimum compressive through 33 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi minimum yield. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional concrete seawall cap. To be paid for based on actual length installed measured horizontally. Bid Items 34 For furnishing and installing concrete seawall cap 14ft Max Depth. Minimum compressive through 36 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi minimum yield. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional concrete seawall cap. To be paid for based on actual length installed measured horizontally. Bid Items 37 For furnishing and installing Steel Sheet Pile seawall cap (37 Inches cap width) (NZ 14 or AZ through 39 14-770). Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional steel sheet pile seawall cap. To be paid for based on actual length installed measured horizontally. Bid Items 40 For furnishing and installing Steel Sheet Pile seawall cap (39 Inches cap width)(NZ 14 or AZ through 42 14-770). Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional steel sheet pile seawall cap. To be paid for based on actual length installed measured horizontally. Bid Item 43 For furnishing and installing a concrete seawall outfall pipe penetration. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a pipe penetration through a concrete seawall. In addition,the price shall include the installation of a manatee grate as depicted on the standard drawings. To be paid for based on actual number installed. Bid Item 44 For furnishing and installing a steel sheet seawall outfall pipe penetration. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a pipe penetration through a concrete seawall. To be paid for based on actual number installed. Bid Item 44A Knock-out area is a rectangular area within a seawall panel that will have no reinforcement.. The size of the knock-out area varies between 16 to 32 square feet for each seawall panel. The contractor shall fill this knock-out area with bricks in the interior portion and cement mortar in the outside area covering the bricks.The cement mortar shall be flushed with the rest of the concrete panel. This knock out area will be removed at a later time, by others, to allow future stormwater discharge openings. To be paid for based on the actual size of the opening in square feet. Bid Items 45 For furnishing and installing of#57 rock. Price shall include, but not be limited to all labor, through 47 materials and equipment necessary for a complete installation of#57 Stone. To be paid for based on the amount in tons supplied and installed, evidenced by the supply ticket. Bid Items 48 For furnishing and installing of Rubble Rip Rap. Price shall include, but not be limited to all through 50 labor, materials and equipment necessary for a complete installation of Rubble Rip Rap at the base of the new seawall on a 2:1 ratio and in accordance with permit requirement 0-70' Max Length. To be paid for based on the actual amount in tons supplied and installed, evidenced by the supply ticket. 28 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Bid Items 51 For furnishing and installing of Guardrail. Price shall include, but not be limited to all labor, through 53 materials and equipment necessary for a complete installation of Aluminum pipe Guard rail per FDOT index 870. To be paid for based on actual length installed measured horizontally. Bid Items 54 For removal of existing seawall cap as required. To be paid for based on actual length of through 56 existing seawall cap removed measured horizontally. Bid Items 57 For removal of existing seawall footing when required to allow for installation of new seawall. through 59 To be paid for based on actual length of existing seawall cap removed measured horizontally Bid Items 60 For the excavation and removal of soil landside if necessary, during installation of new seawall. through 62 To be paid for based on actual cubic yards of calculated volume of excavation Bid Items 63 For furnishing and installing of Back fill material (clean sand). Price shall include, but not be through 65 limited to all labor, materials and equipment necessary for a complete installation of back fill landside. To be paid for based on actual cubic yards of calculated volume of excavation Bid Items 66 The restoration item shall include embankment requried to fill the area adjacent to the seawall through 68 for about 10' in width for and a length of the entire seawall to an elevation of 5.2 feet NAVD at the seawall and a gradual transition from the seawall to the existing ground. This includes: suitable embankment, 6" of top soil and bahia grass. In addition, any any other area that has been disturbed shall be regraded to the original conditions and shall be sodded with bahia grass. Landscaping plants,trees and irrigation shall be either negotiated with the contractor as a change order or contingency transfer to the contract OR it shall be excluded from the contractor to be done by others. The Contractor shall document site conditions prior to commencement of work of work activities within the anticipated area to be disturbed. Bid Items 69 Price shall include, but not be limited to providing certified record drawings signed and sealed through 71 by a Surveyor Licensed in the State of Florida including pile logs, structural surveys, vibration monitoring. Contractor shall review record drawings for correctness and accuracy prior to submittal to the City, a written statement from the contractor shall be provided to the City approving the records drawings. To be paid for as a Lump Sum. Bid Items 72- Silt fence and floating turbity barriers to be paid for as in the lineal feet basis. 75 Item 75 For compliance with the Trench Safety Act.Any costs in excess of the stated allowance shall be borne by the contractor as part of its bid unit process. To be paid for per seawall project Notes: Unit Prices shall include all miscellaneous work for a complete project in accordance with plans, specifications and contract documents. Contractor shall include all labor, equipment, and materials that may be reasonably assumed necessary to accomplish this work and shall supply said labor, equipment, and materials,whether or not they are specified herein,without special provisions or additional payment. PAyment will be based on actual quantity installed. No partial payment on stored items shall be made. 29 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM I BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT G: Revised Insurance Requirements 30 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-6624-629952FEF328 M I AMI B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov REVISED Insurance Requirements TYPE 10 —CONSTRUCTION W/O DESIGN AND PROFESSIONAL SERVICES INSURANCE REQUIREMENTS The Contractor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or termination of the contract. A. Workers' Compensation Insurance, including USL&H and Jones Act Coverage, for all employees of the Contractor as 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. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit. C. Automobile Liability Insurance covering any automobile, if Contractor has no owned automobiles, then coverage for hired and non-owned automobiles, with limit no less than $2,000,000 combined per accident for bodily injury and property damage. D. 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.) E. Umbrella Liability Insurance in an amount no less than $2,000,000 per occurrence. The umbrella coverage must be as broad as the primary General Liability coverage. F. 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. 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 31 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIAMI B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov 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 — Contractor 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 Contractor of his liability and obligation under this section or under any other section of this agreement. 32 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I ANI I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO.2 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR THE CONSTRUCTION OF SEAWALLS August 14, 2020 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). A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED. I. ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Monday, August 24, 2020. PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY Dial-in Instructions: •Dial the Telephone Number: 1-786-636-1480 •Enter the Conference ID No.:547 415 86# All bids received and time stamped through BidSync, prior to the bid submittal deadline shall be accepted as timely submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically, either through email or facsimile,submitted prior to or after the deadline for receipt of bids 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. 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: Arju Yudasto 305-673-7490 ext. 26695 ArjuYudasto@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Potential proposers that have elected not to submit a response to the ITB are requested to complete and return the "Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. :1 terely, %A lex D;nis Procur-ment Director 1 ADDENDUM NO.2 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov ADDENDUM NO. 1 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR THE CONSTRUCTION OF SEAWALLS August 5, 2020 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). I. REVISIONS ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Monday, August 17, 2020. PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY Dial-in Instructions: • Dial the Telephone Number: 1-786-636-1480 •Enter the Conference ID No.:547 415 86# All bids received and time stamped through BidSync, prior to the bid submittal deadline shall be accepted as timely submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically, either through email or facsimile,submitted prior to or after the deadline for receipt of bids 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. 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: Arju Yudasto 305-673-7490 ext. 26695 ArjuYudasto@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Potential proposers that have elected not to submit a response to the ITB are requested to complete and return the"Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. S. rely, Alex De Procure ent Director 1 ADDENDUM NO.1 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS DocuSign Envelope ID:67D056CA-075C-4372-6624-629952FEF328 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 ( ❑x ). 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.: CONTINUING SERVICES (AS NEEDED) FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE ITB Title: 2020-125-AY Date of Issuance: July 10, 2020 Contract Term: Three(3)years from date of contract execution by the Mayor and City Clerk.The City of Miami Beach has the option to renew the contract at the sole discretion of the City Manager for an additional two(2),one(1)year periods, on a year-to-year basis. Renewal of the contract is a City of Miami Beach prerogative, not a right of the Contractor. Such option will be exercised, if at all,only when it is in the best interest of the City of Miami Beach. Project Description& The purpose of this ITB is to establish a continuing services contract for the construction of Scope of Work: seawalls, Citywide,on an as needed basis as determined by the City,as set forth herein and including Appendix C, Plans&Specifications(Seawall Details and Notes). It is the City's intent to award this contract as a push button contract. Push button contracts provide the means of quickly responding to critical needs via a competitively solicited indefinite quantity contract.When items are needed,the requesting department will select the awarded vendor that has the best pricing and availability for the sum of the items needed for the particular need identified, on a case by case basis. The City will endeavor to utilize vendors in order of cost for the particular need identified.However,the City may utilize other vendors in the event that: 1) a contract vendor is not or is unable to be in compliance with any contract or delivery requirement;2)it is in the best interest of the City to do so regardless of reason. Specifications are further detailed in Appendix C. Project Location: Various Locations Estimated Budget: $1,500,000.00 is budgeted; However,additional funds may become available subject to the funds availability approved through the City's budgeting process Procurement Contact: Name:Arju Yudasto Telephone:305-673-7490 ext. 26695 Email:arjuvudastomiamibeachfl.gov DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 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 rafaelgranadoRmiamibeachfl.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,on August 10,2020 Submittal: Bidders are cautioned that late bids can not be submitted. Bidders are fully responsible for Due date may be modified by assuring that bids are received by the deadline. addendum to the ITB.It is important that bidder download all addenda. PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY Dial-in Instructions: •Dial the Telephone Number:+1 786-636-1480 •Enter the Conference ID No.: 547 415 86# Pre-Bid Conference: CONFERENCE CALL ONLY Date:July 21,2020 ® Pre-Bid Conference will Time: 10:00 AM be held. Location: Dial-in Instructions: ❑ Pre-Bid Conference is •Dial the Telephone Number:+1 786-636-1480 Mandatory. • Enter the Conference ID No.:485 124 362# ❑ A Pre-Bid Conference Reference: Section 0100,Sub-section 6, Pre-Bid Interpretations. will not be held. Site Visit: Date: Time: ❑ Site Visit will be held. Location: ❑ Site Visit is Mandatory. ® Site Visit will not be held. Last Day for Receipt of July 24,2020 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 arjuyudastomiamibeachfl.gov,with a copy to the City Clerk rafaelgranado@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 licensed by the State of Florida or Miami 0 Shall not apply. Dade County, as applicable,to perform the work,to be considered for award. DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 The qualified bidder shall hold all required licenses at the time of the bid and throughout the term of the project in order to provide the scope of work as set forth in the bid documents. Submittal Requirement:Bidder shall submit the license or provide the license number with its bid or within three(3)days of request. 2. Previous Experience of Bidder (Firm). Bidders must have three (3) projects, successfully completed or near completion, of similar scope within the last five (5) years. Similar scope shall be defined as seawall construction projects with a minimum length of 50 feet measured horizontally and that include one or more of the following: • Seawalls that include concrete piles • Seawalls that include sheet piles • Seawalls that included Concrete Panels 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, 6) length of seawall construction, and 7) detail whether sewall construction included concrete piles, sheet piles,or concrete panels. 3. Bidder's Project Manager and/or Superintendent. Project Manager/Superintendent must have three(3) projects, successfully completed or near completion, of similar scope and budget within the last five (5) years. Similar scope shall be defined as seawall construction projects with a minimum length of 50 feet measured horizontally and that include one or more of the following: • Seawalls that include concrete piles • Seawalls that include sheet piles • Seawalls that included Concrete Panels 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, 6) length of seawall construction, and 7)detail whether seawall construction included concrete piles, sheet piles,or concrete panels. Reference:Section 0200. Bid Bond Requirements: If the requirement applies, Bidder shall submit,WITH ITS BID, an original bid bond, certified check,or cashier's check,in the amount of 5%of the budget amount,payable to City of Miami ❑ Shall apply. Beach, Florida. ® Shall not apply. Failure to include the bid bond WITH THE BID shall result in the bid being deemed non- responsive and not being considered. 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 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 ® Shall not apply. the United States Department of Labor in the Federal Register prior to the date of issuance of the ITB. Insurance: The Contractor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage ®Shall apply. is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or ['Shall not apply. termination of the contract. A. Workers'Compensation Insurance for all employees of the Contractor as 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. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit. C. Automobile Liability Insurance covering any automobile, if Contractor has no owned automobiles, then coverage for hired and non-owned automobiles, with limit no less than$2,000,000 combined per accident for bodily injury and property damage. D. 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.) E. Umbrella Liability Insurance in an amount no less than $2,000,000 per occurrence. The umbrella coverage must be as broad as the primary General Liability coverage. F. 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. 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. DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 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—Contractor 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@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 Contractor of his liability and obligation under this section or under any other section of this agreement DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 Roadmap for Push Button When Work is identified by a City representative, the Contractor who provides all services Contract Selection needed and is the lowest for the project based on prices submitted in Appendix A, Cost Proposal Form,will be selected to complete the Work.Example: 'ABC Company XYZ Company Total Total Item Description Quantity U/M Unit Cost (Quantity_x unit_ Unit Cost (Quantity_x nni Cost) t Cost) 31 Furnish and Install Concrete Seaway Cap for 10'Max 70 © $ 1,000.00 $ 70,000.00 $ 900.00 $ 63,000.00 Death Section 0'-70'Max Len.th 32 Furnish and Install Concrete Seawat Cap for 10'Max 250 © $ 900.00 $ 225,000.00 $ 1,000.00 $250,000.00 Depth Section 70'-250'Max Length 33 Furnish and Install Concrete Seawall Cap for 10'Max 300 © $ 1,000.00 $ 300,000.00 $ 800.00 $240,000.00 De.th Section Greater than 250'Length TOTAL , $2,900.00 $ 2,700.00' According to the chart above, if one (1) quantity for each item number 31, 32, and 33 is needed, then the Contractor who would receive the project based on lowest cost is XYZ Company. 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. Price Adjustment: Prior to completion of each exercised contract term,the City may consider an adjustment to price based on Consumer Price Index increase. Change shall not be more than the percentage increase or decrease in the Consumer Price Index CPI-U (all urban areas) computed 60 days prior to the anniversary date of the contract, or not to exceed 3%, whichever is less. It is the vendor's responsibility to request any pricing adjustment under this provision.For any adjustment to commence on the first day of any exercised option period,the vendor's request for adjustment should be submitted 60 days prior to expiration of the then current contract term. The vendor adjustment request must clearly substantiate the requested increase. If no adjustment request is received from the vendor, the City will assume that the vendor has agreed that the optional term may be exercised without pricing adjustment.Any adjustment request received after the commencement of a new option period may not be considered Ancillary Work: Ancillary work shall mean work that is supplemental to and necessary for the completion of the work contemplated under a contract, but for which rates or costs have not been established in the contract(i.e., non-bid items or services). The City Manager,or designee, may approve ancillary work up to an amount equal to or less than the amount established for formal bids, cumulative over the period for performance of the project or term of contract,as applicable.Ancillary work exceeding the amount established for formal bids shall be approved by the city commission. DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 Contract Completion Time& To be determined at time of Service Order. Schedule: Reference: Section 0400,Terms and Conditions of the Contract. Liquidated Damages: To be determined at time of Service Order. ®Shall apply. Reference:Section 0400,Terms and Conditions of the Contract. ❑Shall not apply. Local Workforce To be determined at time of Service Order. Participation: If the requirement applies, the Bidder agrees it, and its sub-contractors, shall make its best ❑Shall apply. 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 not apply. performed by Miami-Dade County residents. The contractor shall also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. Minimum%of Self-Work Minimum %of the Work Contractor self-perform with its own forces: 80% Requirement: See Section 0400,Terms and Conditions of the Contract. ® Shall apply. ❑Shall not apply. Performance&Payment To be determined at time of Service Order. Bond Requirements: ❑ Shall apply. See Section 0400,Terms and Conditions of the Contract. ❑ Shall not apply. Prevailing Wage Rates: To be determined at time of Service Order. ❑Shall apply. If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and ❑ Shall not apply. mechanics employed under the contract no less than the prevailing wage rate and fringe 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 of the ITB Required Licenses/Permits: LICENSES: If the Contractor is a Florida Commercial Builders License (CBC) OR a Florida General Contractor License(CGC),Specialty—Marine the following will be required: ®Shall apply. 1. Copy of Florida Commercial Builders License (CBC) OR a Florida General El Shall not apply. Contractor License(CGC),Specialty—Marine. 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: DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 1. City of Miami Beach Building and Zoning a. Dewatering permit if required b. Right of way permit if required 2. Miami Dade County dewatering permit when required 3. Building department permit for seawalls when they are located outside City' ROW. 4. Florida Department of Environmental Protection (FDEP),if required. 5. Miami-Dade Department of Environmental Resources Management(DERM), if required. 6. Florida Power and Light(FPL),if required. 7. Miami-Dade Water and Sewer(WASD), if required. The City will reimburse the contractor 100%of the cost of the permits only.No administrative fee is allowed to be assessed to the cost of the permits. Trench Safety Act Reference: Section 0100,Sub-section 12, Florida Trench Safety Act. Requirements [Si Shall apply. ❑ Shall not apply. Consultant: BCC Engineering Departmental Contract Giancarlo Pena Manager: Submittal Requirements Submittal Location: Bids will be submitted ELECTRONICALLY ONLYthrough 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. TAB 2: BID PRICE FORM The following documents shall be submitted with the by the deadline for submittal of bids: 1. Bid Price Form. APPENDIX A, Form Al . FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND EXECUTED: BID PRICE 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. DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 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- BID PRICE FORM APPENDIX B - CONTRACT APPENDIX C - PLANS & SPECIFICATIONS APPENDIX D - POST AWARD FORMS DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 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 BidSync (www.bidsync.com) for automatic notification of solicitation opportunities and document fulfillment. Any prospective bidder who has received this ITB by any means other than through BidSync is solely responsible for registering immediately with BidSync to assure it receives any addendum issued to this ITB.Additionally, prior to submittal of the bid, bidder shall verify that it has received and complied with all addenda issued. Failure to receive an addendum, or comply with an addendum requirement, may result in disqualification of bid 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:67D056CA-075C-4372-B624-629952FEF328 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 (if applicable), for additional information and submittal requirements of these programs, and the applicable prevailing wage table for the project. DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 10. Method of Award. Following the review of bids and application of vendor preferences, the lowest responsive, responsible bidder(s) meeting all terms, conditions, and specifications of the ITB will be recommended for award by bid item, bid group, or for the entirety of all bid items, as deemed in the best interest of the City, to the City Manager for his consideration. After considering the staff recommendation for award, the City Manager shall exercise his due diligence and recommend to the Mayor and City Commission the bid that the City Manager deems to be in the best interest of the City. The City Commission shall consider the City Manager's recommendation(s) and, may approve or reject the City Manager's recommendation(s). The City Commission may also reject all bids received. In determining the lowest and best bidder, and in addition to price, Section 2-369 of the City Code provides that the City may consider the following: • The ability, capacity and skill of the bidder to perform the Contract. • Whether the bidder can perform the Contract within the time specified, without delay or interference. • The character, integrity, reputation,judgment, experience and efficiency of the bidder. • The quality of performance of previous contracts. The previous and existing compliance by the bidder with laws and ordinances relating to the Contract. 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. Alternatively, in the City's sole discretion, contracts may be awarded pursuant to a push button option. Push button contracts allow the City to issue a purchase order to the awarded vendor that has the best price for the combination of items required for a specific project. If the City elects to make an award pursuant to the push button option, one or more responsive bidders, to be recommended to the City Commission at the sole discretion of the City Manager, may be awarded contracts for future push button orders. 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. With exception of the Bid Price 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 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 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. 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. Balance of Page Intentionally Left Blank DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 SECTION 0300 — ELECTRONIC BID SUBMITTAL FORMAT 1. ELECTRONIC RESPONSES (ONLY). Electronic responses to this ITB are to be submitted through BidSync until the date and time as indicated in this document. It is the sole responsibility of the Proposer to ensure its proposal reaches BidSync before the Solicitation closing date and time. There is no cost to the Bidder to submit a bid in response to a City of Miami Beach solicitation via BidSync. Electronic bid submissions may require the uploading of electronic attachments. The submission of attachments containing embedded documents or proprietary file extensions is prohibited. All documents should be attached as separate files (bid format indicated below). All bid submittalsreceived and time stamped through BidSync, prior to the bid submittal deadline shall be accepted as timely submitted.Bids will be opened promptly at the time and date specified. The City will in no way be responsible for delays caused by technical difficulty or caused by any other occurrence. A bidder may submit a modified bid to replace all or any portion of a previously submitted bid up until the bid due date and time. The City will only consider the latest version of the bid. 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. Bid Price Form 3. OMITTED INFORMATION. The City reserves the right to request any documentation omitted, with exception of the bid submittal questionnaire, signed Bid Price Form and Bid Bond (if applicable), which must be submitted at time of bid. Bid Submittals received with no Bid Price Form or Bid Bond (if applicable), or with an unsigned Bid Price 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 the 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 BidSync. 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:67D056CA-075C-4372-8624-629952FEF328 TAB 2: BID PRICE FORM The following documents shall be submitted with the by the deadline for submittal of bids: 1. Bid Price Form. APPENDIX A . FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND EXECUTED: 1) BID PRICE 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. Balance of Page Intentionally Left Blank DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 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/ Balance of Page Intentionally Left Blank DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 APPENDIX A M I AM I BEACH Bid Price Form MUST BE SUBMITTED WITH THE BID. FAILURE TO DO SO WILL RENDER BID NON-RESPONSIVE. DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 Bid Price Form Page 1 of 1 FAILURE TO SUBMIT THIS BID PRICE FORM FULLY COMPLETED AND EXECUTED ON OR BEFORE THE DUE DATE FOR BIDS SHALL RENDER THE BID NON-RESPONSIVE AND BIDDER SHALL RECEIVE NO FURTHER CONSIDERATION. Bidder affirms that the TOTAL BID PRICES include the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, supervision, mobilization, demobilization, overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or indicated in the contract documents. Any or all alternates, if applicable, may be selected at the City's sole discretion and based on funding availability. The city will not accept any revision to the total base bid sum, divisions, line item totals, or add alternates, after the deadline for receipt of bids. In the event of arithmetical errors between the division or item totals and the total base bid, the Bidder agrees that the total base bid shall govern. In the event of a discrepancy between the numerical total base bid and the written total base bid, the written total base bid shall govern. In absence of totals submitted for any division cost, the City shall interpret as no bid for the division, which may disqualify bidder. The allowance items that have been delineated below shall be used only upon the City's discretion, as needed. In the event that the item of work is not conducted or only a portion of the estimated allowance is used,the Bidder understands that the balance of the cost shall be returned to the City. Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Mobilization and Demobilization 0'-70'Max $ $ 1 Length. 1 LS Mobilization and Demobilization 71'-250'Max $ $ 2 Length. 1 LS Mobilization and Demobilization Greater than $ $ 3 250'Length. 1 LS Furnish and Install Concrete Seawall Panel $ $ 4 10'Max Depth Section 0'-70'Max Length 70 LF Furnish and Install Concrete Seawall Panel $ $ 5 10'Max Depth Section 71'-250'Max Length 250 LF Furnish and Install Concrete Seawall Panel $ $ 10'Max Depth Section Greater than 250' 6 Length 300 LF Furnish and Install Concrete Seawall Panel $ $ 7 14'Max Depth Section 0'-70'Max Length 70 LF Furnish and Install Concrete Seawall Panel $ $ 8 14'Max Depth Section 71'-250'Max Length 250 LF $ $ Furnish and Install Concrete Seawall Panel 14'Max Depth Section Greater than 250' 9 Length 300 LF DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install Steel Sheet Pile(NZ 14 or $ $ 10 AZ 14-770)0'-70'Max Length 70 LF $ $ Furnish and Install Steel Sheet Pile(NZ 14 or 11 AZ 14-770)71'-250'Max Length 250 LF $ $ Furnish and Install Steel Sheet Pile(NZ 14 or 12 AZ 14-770)Greater than 250'Length 300 LF Furnish and Install 12"x 12"King Pile for $ $ Concrete Seawall 10'Max Depth Section 0'- 13 70'Max Length 8 EA Furnish and Install 12"x 12"King Pile for $ $ Concrete Seawall 10'Max Depth Section 71'- 14 250'Max Length 26 EA $ $ Furnish and Install 12"x 12"King Pile for Concrete Seawall 10'Max Depth Section 15 Greater than 250'Length 31 EA $ $ Furnish and Install 12"x 12"Batter Pile for Concrete Seawall 10'Max Depth Section 0'- 16 70'Max Length 8 EA $ $ Furnish and Install 12"x 12"Batter Pile for Concrete Seawall 10'Max Depth Section 71'- 17 250'Max Length 26 EA $ $ Furnish and Install 12"x 12"Batter Pile for Concrete Seawall 10'Max Depth Section 18 Greater than 250'Length 31 EA $ $ Furnish and Install 14"x 14"King Pile for Concrete Seawall 14'Max Depth Section 0'- 19 70'Max Length 8 EA $ $ Furnish and Install 14"x 14"King Pile for Concrete Seawall 14'Max Depth Section 71'- 20 250'Max Length 26 EA $ $ Furnish and Install 14"x 14"King Pile for Concrete Seawall 14'Max Depth Section 21 Greater than 250'Length 31 EA $ $ Furnish and Install 14"x 14"Batter Pile for Concrete Seawall 14'Max Depth Section 0'- 22 70'Max Length 8 EA Furnish and Install 14"x 14"Batter Pile for $ $ Concrete Seawall 14'Max Depth Section 71'- 23 250'Max Length 26 EA Furnish and Install 14"x 14"Batter Pile for $ $ Concrete Seawall 14'Max Depth Section 24 Greater than 250'Length 31 EA DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install 14"x 14"Batter Pile for $ $ Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70' 25 Max Length 8 EA Furnish and Install 14"x 14"Batter Pile for $ $ Steel Sheet Pile(NZ 14 or AZ 14-770)71'- 26 250'Max Length 26 EA $ $ Furnish and Install 14"x 14"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770) 27 Greater than 250'Length 31 EA $ $ Furnish and Install 16"x 16"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70' 28 Max Length 8 EA $ $ Furnish and Install 16"x 16"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)71'- 29 250'Max Length 26 EA Furnish and Install 16"x 16"Batter Pile for $ $ Steel Sheet Pile(NZ 14 or AZ 14-770) 30 Greater than 250'Length 30 EA Furnish and Install Concrete Seawall Cap for $ $ 31 10'Max Depth Section 0'-70'Max Length 70 LF Furnish and Install Concrete Seawall Cap for $ $ 32 10'Max Depth Section 71'-250'Max Length 250 LF Furnish and Install Concrete Seawall Cap for $ $ 10'Max Depth Section Greater than 250' 33 Length 300 LF Furnish and Install Concrete Seawall Cap for 34 14'Max Depth Section 0'-70'Max Length 70 LF $ $ Furnish and Install Concrete Seawall Cap for 35 14'Max Depth Section 71'-250'Max Length 250 LF $ $ Furnish and Install Concrete Seawall Cap for 14'Max Depth Section Greater than 250' 36 Length 300 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile w/14"x 14"Batter Piles 0'- 37 70'Max Length 70 LF $ $ Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14"x 14"Batter Piles 71'- 38 250'Max Length 250 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile w/14"x 14"Batter Piles 39 Greater than 250'Length 300 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile w/16"x 16"Batter Piles 0'- 40 70'Max Length 70 LF DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile w/16"x 16"Batter Piles 71'- 41 250'Max Length 250 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile wl 16"x 16"Batter Piles 42 Greater than 250'Length 300 LF Furnish and Install Concrete Seawall Outfall $ $ 43 Pipe Penetration 2 EA Furnish and Install Steel Sheet Pile Seawall $ $ 44 Outfall Pipe Penetration 2 EA Furnish and Install#57 Stone 0'-70'Max $ $ 45 Length 20 TONS Furnish and Install#57 Stone 71'-250'Max $ $ 46 Length 75 TONS Furnish and Install#57 Stone for Greater than $ $ 47 250'Length 90 TONS Furnish and Install Rubble Rip Rap 0'-70'Max $ $ 48 Length 20 TONS Furnish and Install Rubble Rip Rap 71'-250' $ $ 49 Max Length 75 TONS Furnish and Install Rubble Rip Rap Greater $ $ 50 than 250'Length 90 TONS Furnish and Install Aluminum Pipe Guardrail $ $ 51 0'-70'Max Length 70 LF Furnish and Install Aluminum Pipe Guardrail $ $ 52 71'-250'Max Length 250 LF Furnish and Install Aluminum Pipe Guardrail $ $ 53 for Greater than 250'Max Length 300 LF Removal of Existing Seawall Cap 0'-70'Max $ $ 54 Length 70 LF Removal of Existing Seawall Cap 71'-250' $ $ 55 Max Length 250 LF Removal of Existing Seawall Cap for Greater $ $ 56 than 250'Length 300 LF $ $ Removal of Existing Seawall Footing 0'-70' 57 Max Length 70 LF Removal of Existing Seawall Footing 71'-250' $ $ 58 Max Length 250 LF Removal of Existing Seawall Footing for $ $ 59 Greater than 250'Length 300 LF Excavation and removal of soil landside if $ $ 60 necessary 0'-70'Max Length 100 cY Excavation and removal of soil landside if $ $ 61 necessary 71'-250'Max Length 350 cY Excavation and removal of soil landside if $ $ 62 necessary for Greater than 250'Length 430 cY DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Backfill Material(clean sand)0'-70'Max $ $ 63 Length 100 cY Backfill Material(clean sand)71'-250'Max $ $ 64 Length 350 cY $ $ Backfill Material(clean sand)for Greater than 65 250'Length 430 cY Restoration of disturbed area 0'-70 Max $ $ 66 Length 115 sY Restoration of disturbed area 71'-250'Max $ $ 67 Length 415 sY $ $ Restoration of disturbed area Greater than 68 250'Length 500 sY As-Built/Record Drawings/logs 0'-70 Max $ $ 69 Length 1 LS As-Built/Record Drawings/logs 71'-250'Max $ $ 70 Length 1 LS As-Built/Record Drawings/logs Greater than $ $ 71 250'Length 1 LS Silt fence and Turbidity barrier 0'-70 Max $ $ 72 Length 70 LF Silt fence and Turbidity barrier 71'-250'Max $ $ 73 Length 250 LF Silt fence and Turbidity barrier Greater than $ $ 74 250'Length 300 LF ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT*(PER PROJECT AS 75 APPLICABLE) 10 EA $25.00 $250.00 1See Section 0100, Sub-section 12. Bidder's Affirmation The undersigned, as Bidder, declares that the only persons interested in this Bid are named herein;that no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is made without connection or arrangement with any other person; and that this Bid is in every respect fair and made in good faith, without collusion or fraud. The Bidder agrees, if its 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. Bidder: Authorized Agent Name: Authorized Agent Title: Authorized Agent Signature: DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 APPENDIX B MIAmI BEACH Contract DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 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:67D056CA-075C-4372-8624-629952FEF328 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: Aaron Osborne/Roy Coley With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: Attn: DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 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:67D056CA-075C-4372-8624-629952FEF328 APPENDIX C MIAMIBEAcH Plans & Specifications DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 GENERAL: 1. THE FOLLOWING STRUCTURAL NOTES APPLY TO THE CONCRETE PANEL AND STEEL SHEET PILE WITH CONCRETE PILE STANDARD DETAILS. THE STANDARD DETAILS DESIGN IS BASED SOLELY ON THE PARAMETERS DESCRIBED IN THE NOTES AND DRAWINGS HEREIN. A STRUCTURAL ENGINEER LICENSED IN FLORIDA SHALL PREPARE CALCULATIONS AND STRUCTURAL DRAWINGS AS PER FLORIDA BUILDING CODE (FBC) LATEST VERSION AND IN ACCORDANCE WITH APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 2. IT IS THE INTENT OF THESE PLANS TO COMPLY WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF/HERSELF BY ALL PROVISIONS OF THESE PERMITS. 3. NO SEAWALL SHALL BE CONSTRUCTED IN THE CITY OF MIAMI BEACH (CITY) WITHOUT APPROPRIATE LOCAL, STATE, AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL NECESSARY LOCAL, STATE AND FEDERAL ENVIRONMENTAL PERMITS ISSUED FOR THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH AND BE GOVERNED BY ALL PROVISIONS OF THESE PERMITS. 4. THE CITY PREFERS CONCRETE PANEL SEAWALLS. STEEL SHEET PILE SEAWALLS MAY BE ALLOWED AT LOCATIONS WHERE CONCRETE PANEL SEAWALLS ARE NOT FEASIBLE. USE OF STEEL SHEET PILE SEAWALLS REQUIRES CITY APPROVAL. 5. THESE STANDARD DETAILS ARE FOR NON—OCEANFRONT PROPERTIES ONLY. FOR LOCATIONS SUBJECT TO STORM SURGES WITH POUNDING SURF, ERODING SHORELINES AND WAVES OVERTOPPING FROM COASTAL STORM EVENTS, THE STANDARD SEAWALL DESIGN SHALL NOT BE USED. 6. AS—BUILT/RECORD SURVEY WILL BE REQUIRED UPON COMPLETION OF SEAWALL. SURVEY SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR AND MAPPER LICENSED IN THE STATE OF FLORIDA. REFER TO CITY OF MIAMI BEACH PUBLIC WORKS MANUAL SECTION 1. 7. AT THE REQUEST OF THE CITY, VIBRATION MONITORING SHALL BE CONDUCTED. REFER TO THE CITY OF MIAMI BEACH PUBLIC WORKS MANUAL SECTION 1. ELEVATIONS: 1. ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 2. THE SITE—SPECIFIC MEAN HIGH WATER (MHW) AND MEAN LOW WATER (MLW) LEVEL MUST BE INCLUDED IN THE PLANS. 3. THESE STANDARD DETAILS ASSUME TOP OF CAP IS AT EL 5.70 FEET NAVD. MINIMUM TOP OF CAP ELEVATION PER CITY OF MIAMI BEACH RESOLUTION NO. 2016-29454 (OR LATEST VERSION): "ALL NEW SEAWALLS ON PRIVATE CONSTRUCTION AND ALL SEAWALLS CONSTRUCTED ON PUBLIC PROJECTS SHALL HAVE A MINIMUM ELEVATION OF 5.7 FEET NAVD; HOWEVER, ON EXISTING PRIVATE SEAWALLS THAT ARE BEING REPLACED/REPAIRED NOT ASSOCIATED WITH NEW BUILDING CONSTRUCTION, A MINIMUM 4.0 NAVD ELEVATION SHALL APPLY WITH THE STRUCTURAL DESIGN TO ACCOMMODATE A SEAWALL HEIGHT EXTENSION TO A MINIMUM 5.7 NAVD". Vl SOIL: 1. A SUB—SOIL INVESTIGATION REFLECTING THE SOIL CONDITIONS FOR THE PROJECT SHALL BE UTILIZED BY THE ENGINEER. THE SUB—SOIL INVESTIGATION SHALL BE PREPARED BY A GEOTECHNICAL ENGINEER LICENSED IN FLORIDA. THE ENGINEER SHALL DETERMINE IF THE SOIL PROPERTIES DETERMINED ARE ADEQUATE CONSIDERING THE ASSUMPTIONS OF THESE STANDARD DETAILS. m 2. NEW FILL MATERIAL SHALL BE CLEAN SAND, MEETING THE REQUIREMENTS FOR THE SOIL PARAMETERS ASSUMED FOR THESE STANDARD DETAILS, EXCEPT AS NOTED. NEW FILL MATERIAL SHALL HAVE LESS THAN 5% PASSING THE #200 SIEVE AND CONTAIN LESS THAN 4% ORGANIC MATERIAL. FILL SHALL BE COMPACTED IN LIFTS OF 12—INCHES MAXIMUM THICKNESS TO ACHIEVE A MINIMUM 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY AS PER ASTM D-1557. s 9 0 0 I Ie , I I �� APPROVED REVISED TITLE: '{/-�{`/n\v/�1 04/2020 PUBLIC WORKS DEPARTMENT GENERAL SEAWALL NOTES 12-1 C7 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 GENERAL: 1. THE NOTES ON THIS SHEET APPLY TO THE CONCRETE PANEL STANDARD DETAILS. 2. THESE STANDARD DETAILS ARE FOR THE REPLACEMENT OF EXISTING SEAWALLS OR CONSTRUCTION OF NEW SEAWALLS. 3. THESE STANDARD DETAILS ARE BASED ON A STRAIGHT SEAWALL LAYOUT. THE ENGINEER SHALL BE RESPONSIBLE FOR DESIGN DETAILS FOR ANY ALIGNMENT CHANGES. PRECAST CONCRETE PILING: 1. PRECAST CONCRETE PILES SHALL BE 12°x12"OR 14'x14" PILES WITH 5000 P.S.I MIN. CONCRETE AND (4) 1/2—INCH DIA. 270 K.S.I. ASTM A416 LOW—LAX STRANDS WITH 2-1/2 INCHES MIN. CONCRETE COVER TO TIES. THEY SHALL BE DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WITH 12' MINIMUM PENETRATION INTO FIRM MATERIAL BELOW SILT LAYER. A SUB SOIL INVESTIGATION AND REPORT SHALL BE PROVIDED BY A CERTIFIED GEOTECHNICAL ENGINEER LICENSED IN FLORIDA. BATTER PILES SHALL BE AS SHOWN ON STANDARD DETAILS. CONCRETE AND REINFORCING STEEL: 1. ALL CONCRETE (EXCEPT PRECAST PILES) SHALL HAVE A 0.40 WATER/CEMENT RATIO AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 5000 P.S.I AT THE END OF 28 DAYS. SIX (6) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF AND SHALL BE TESTED AT 3, 7 AND 28 DAYS. SLUMP SHALL NOT EXCEED 5"(±1'). 2. ALL REINFORCEMENT SHALL BE 60000 PSI MINIMUM YIELD (Fy) NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615 GRADE 60. ALL REINFORCING STEEL SHALL BE FROM DOMESTIC MILLS AND SHALL HAVE THE MANUFACTURERS MILL MARKING ROLLED INTO THE BAR WHICH SHALL INDICATE THE PRODUCER, SIZE, TYPE AND GRADE. ALL BAR LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACI MANUAL OF STANDARD PRACTICE CODES. 3. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME, AND VIBRATED AS REQUIRED BY THE ACI MANUAL OF CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT THE TIME OF PLACEMENT SHALL BE BETWEEN 75' AND 100' F. O rX 0 • rn m i m 0 oa 0 v i 0 LP Y I I/ \ ,\Y/` IBEO/y CH APPROVED R4EVIISED/2020 TITLE: PUBLIC WORKS/�1DEPARTMENT/.�®` CONCRETE PANEL SEAWALL NOTES 12-2 1700 CONVENTION CENTER DRIVE.MIAMI BEACH,8.33739 C:\bm.\hazel ow\hrlwriano\d01@OB55\CMB STANDARD SEAWALL DETAILS.dwa• + o t =o A X _ 10' O.C. MAX. mom IT m 3> 10' O.C. MAX. m Z T I 12"x12" BATTER PILE AS PER SECTION 12"x12" KING PILE AS 24" PER SECTION MAX. NEW PRECAST CONCRETE BULKHEAD PANEL 0 m 0 AI X � \ / 0 i oN m �U //m / Z ,I ,/ /i ! i / / '/ // % /I / / n 0 EXISTING SEAWALL Irk) ZEl,Ell PLAN VIEW A m m N.T.S. 12-4 * Z z NOTES: •0 m 1. FOR RETAINED FILL NOT TO EXCEED -a r 10'-Oil DEPTH. H2. MINIMUM STANDARDS ARE DEPICTED IABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND ii SEALED CALCULATIONS SHALL BE N PROVIDED TO SUPPORT STRUCTURAL W DESIGN. i DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 • ALUMINUM PIPE GUARDRAIL PER FDOT INDEX 870 (IF APPLICABLE) NEW 36' WIDE (MAX.) x 16' DEEP CONCRETE SEAWALL REMOVE EXISTING SEAWALL CAP AS CAP WITH (5) 115 CONTINUOUS BARS T&B & M3 REQUIRED TO CONSTRUCT NEW WALL CLOSED TIES 0 12' O.C. AND (3) #3 CLOSED TIES 0 • EACH SIDE OF EACH PILE 0 3' O.C. VERIFYCAP PROVIDE 116 HOOKED DOWEL DRILL I REINFORCING BY STRUCTURAL CALCULATIONS. & EPDXY 12' MIN. INTO KING PILE A WIDER PILE CAP REQUIRES CITY APPROVAL k-•' MAX. EXTEND PILE STRAND I 6' MIN. ALL EXPOSED EDGES TO BE i' 15' MIN. INTO CAPCHAMFER 3'{_ I7137(SEE ELEVATIONS NOTE 3 ON 12-1)T.O. PROPOSED CAP , I IhkT ,1:11_ owl��<J }oCDoCD 4A1 CfC C -C D(` � Y c/ �� _/),-_ 12 , //c�oO_cc`__v /Cc O( • MHW j ( �n� � ��r !tel�l 5. EL=_JJAVD 88 EXISTING SEAWALL, IF PRESENT. D(�_ ACTUAL CONDITIONS WILL VARY MLW / J ;. )C__)'1t ' - / o LL- AVD ,= _ NEW SEAWALL PANEL PLACED IN NEW PRECAST CONCRETE / \�' FRONT OF EXISTING WALL. SEE BULKHEAD PANEL -- REINFORCING DETAIL ON 12-6 • WHERE WAVE ACTION OR SWIFT CURRENTS 12 '/ / ARE ANTICIPATED PLACE FDOT RUBBLE -��V,,J^ RIP-RAP (BANK AND SHORE) ON 2:1 SLOPE /'.__ APPROX. TO CONTROL EROSION. PLACEMENT i ` \----) '`--� OF RUBBLE RIP-RAP MUST BE IN •• �/^j _ '(� COMPLIANCE WITH ALL PERMITS. W -`�" r----i/"' NEW 12'x12' PRECAST KING PILE AT �i� - I / Z� 1G�, >� to'-0' 0.C. WITH 12' MIN. /� �, • , �a.o�_�l �KJ} EMBEDMENT INTO FIRM MATERIAL i�t r g/' -';' ,,''Th PILES TO HAVE A 25 TON CAPACITY _,..„-i /`� • / <" ...„-?-:7--- !- 1 T.O�BERM-BERM . Vii- ,��- _ - - // l- /"'-1,_�! ; - NEW 12'x12' PRECAST BATTER PILE / `� 1f----;.-5-' ADJ. TO KING PILE AT 10'-0' O.0 �/ ____,,,,___-,..„,\-..._ :I) WITH 12' MIN. EMBEDMENT INTO FIRM \ \ m / -I , MATERIAL PILES TO HAVE A 25 TON \ i �' CAPACITY j., FOR GAPS BETWEEN EXISTING AND \ \ % NEW SEAWALL GREATER THAN 6-INCHES, FILL WITH R57 STONE. \ j , ,- FOR SMALLER GAPS, ALL WITH CLEAN SAND PER SOIL NOTE 2 ON 12-1. \-'- / APPROX. FACE OF /,\� %\ / EXISTING WALL PARTIA Y o \/�� / FAILING AND ROTATIN -I pli IN 3 NOTES: 7:T \-", \ \ / 1. FOR RETAINED FILL NOT TO EXCEED 101-0° DEPTH. li li 2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A s LICENSED STATE OF FLORIDA A SECTION STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS T 12-3 N.T.S. SHALL BE PROVIDED TO SUPPORT t0 STRUCTURAL DESIGN. i MIAMI BEACH APPROVED 04/ REVISED TITLE: CONCRETE PANEL PUBLIC WORKS DEPARTMENT SEAWALL - 10' MAX. DEPTH 12-4 V 17T0CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 SECTION DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 • 59 5° 4° 1y • • • • • • • • • Z 0 F- • U Q En • W� I #5 HORIZ le BARS ®6" • O.C. • • #5 VERT BARS ID 12" • 0.C. • • • • 5 (TYP.) 13. 9 FOR 10'-0" 0/C KING PILES, VERIFY FIELD CONDITION AND FABRICATE PANELS 2" SHORTER THAN ACTUAL KING o PILE 4 TO c. SPACING PANEL ELEVATION N.T.S. NOTES: P, 1. VERIFY PANEL THICKNESS AND REINFORCING BY STRUCTURAL CALCULATIONS. 4 2. #5 VERTICAL BARS EXTEND 12" MIN. BEND PER SECTION DETAIL AFTER PANELS ARE IN PLACE. • a FOR RETAINED FILL NOT TO EXCEED 10'-0" DEPTH. 4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. S O MIn A A I BEACH APPROVED REVISEDD TITLE: CONCRETE PANEL PUBLIC WORKS DEPARTMENT • SEAWALL - 10' MAX. DEPTH 12-5 Yj 1700CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 STANDARD PANEL ELEVATION ,C•.�bme\hoza�oe\ho—lwriano\dO150B55\CMB STANDARD SEAWALL DETAILS.dra + 8 to =o p, 10' 0.0 MAX. is CO m rn P I 10' 0.C. MAX. _ /�y v 3 6 i I 14"x14" BATTER PILE AS PER Z11 = SECTION 14"x14" KING PILE AS 24" PER SECTION - MAX. NEW PRECAST CONCRETE D BULKHEAD PANEL 0 m , 1 o EL I I Q \ U / O m X J G J 0 / \ l \ / l 0 I N m "' • o / / / /I / /' / / % / % // / / j i / / I? / % // ! / / / / / % / / i M D DCI 0 I- Z EXISTING SEAWALL Irn Z �'- m PLAN VIEW A < DKm _ rX -uN.T.S. 12-7 • Z NOTES: Om m r 1. FOR RETAINED FILL NOT TO EXCEED 14'-0" -I DEPTH. I 2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE -_L PROVIDED TO SUPPORT STRUCTURAL DESIGN. N 6 DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 4 ALUMINUM PIPE GUARDRAIL PER FOOT INDEX 870 (IF APPLICABLE) REMOVE EXISTING SEAWALL CAP AS NEW 38' WIDE x 16" DEEP CONCRETE SEAWALL CAP REQUIRED TO CONSTRUCT NEW WALL WITH (5) 415 CONTINUOUS BARS T&B & 93 CLOSED TIES 0 12' 0.C. AND (4) 93 CLOSED TIES 0 4' O.C. •EACH SIDE OF EACH PILE. VERIFY CAP EINFORCING PROVIDE 416 HOOKED DOWEL DRILL BY STRUCTURAL CALCULATIONS. & EPDXY 12' MIN. INTO KING PILE A WIDER PILE CAP REQUIRES CITY APPROVAL 38' MAX. I EXTEND PILE STRAND 6' MIN. ALL EXPOSED EDGES TO BE i' 15' MIN. INTO CAP ,,,, CHAMFER 3' I 3%._ (SEE ELEVATIONS NOTE 3 ON 12-1) T.O. PROPOSED CAP t I I I� In 1i .: . 18' / Uo �o`U�U�U� o�_� �o a '�c - 12 / % i�c)0 MHW� /// . �� o 2 ,.._,\___ ,, EXISTING SEAWALL, IF PRESENT. EL NAVD 88 „I ACTUAL CONDITIONS WILL VARY ▪ /_ UcliDC iN MLWa • /Ui YEL= NAVD 88 // - NEW SEAWALL PANEL PLACED IN NEW PRECAST Co'CRETE / -\ .,_: % FRONT OF EXISTING WALL SEE c II• D PANx • / REINFORCING DETAIL ON 12-9 WHERE WAVE ACTION OR SWIFT CURRENTS 2 __ / ARE ANTICIPATED PLACE FDOT RUBBLE 1 . �` ��-,___--1 ,-- 7----\C---' -� G� RIP-RAP (BANK AND SHORE) ON 2:1 SLOPE J 1(�� APPROX. TO CONTROL EROSION. PLACEMENT /�' OF RUBBLE RIP-RAP MUST BE IN �_ / ▪ % �J\—J- COMPLIANCE WITH ALL PERMITS. NEW 14'x14' PRECAST KING PILE AT \� I / z p� /----- Q�- 10'-0' O.C. WITH 12' MIN. • / g s \, Cl EMBEDMENT INTO FIRM MATERIAL \ / N ��-�� PILES TO HAVE A 25 TON CAPACITY_'- _____\ • i X c.)<,____„1,-- �-_ / ----, / / �( ) / ��` ` \ - T.O,BERM(MUD NLI E) \ : -----1------- /_ ., c��U,C NEW 14'x14' PRECAST BATTER PILE //1---- .2/C-- ` )C_ /71\\/// � ,^-2,--‘----.----FOR GAPS BETWEEN EXISTING AND ADJ. TO KING PILE AT 10'-0' O.0 mz / / WITH 12' MIN. EMBEDMENT INTO FIRM - \ \ \ .-� NEW SEAWALL GREATER THAN MATERIAL PILES TO HAVE A 25 TON j , �,�6-INCHES, FlLL WITH M57 STONE. CAPACITY \\ \ i T FOR SMALLER GAPS, FILL WITH CLEAN ;/ /-' SAND PER SOIL NOTE 2 ON 12-1. A /' �‹ �Y APPROX. FACE 0 \ �\ - � / EXISTING WALL PARTIALL \i:\ \\� ' FAILING AND ROTATIN %\\ ` \ 9 \ vi 114 \ 07:::Ts- ._-__/\r__ NOTES: 1. FOR RETAINED FILL NOT TO EXCEED 0 0 141—OB DEPTH. tr 2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. la SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT A SECTION STRUCTURAL DESIGN. i11 12-6 NTS T 5 s 0 I /2020 fa AAI ^ A A I i� ��L� APPROVED REVISED TITLE: CONCRETE PANEL .I PUBLIC/V1WORKSDEPARTMENTSEAWALL - 14 MAX. DEPTH 12-7 C7` 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 SECTION , DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 • 5" N • Z O (_ • X U Q Lehi O w I d in cn • o= #5 HORIZ BARS @6" • O.C. • \—#5 VERT BARS ®12" • 0.C. • 50 L� i (TYP.) FOR 10'-0" 0/C KING PILES, VERIFY FIELD CONDITION AND 9° FABRICATE PANELS 2" SHORTER THAN ACTUAL KING PILE ti TO c. SPACING C 0 PANEL ELEVATION N.T.S. NOTES: 1. VERIFY PANEL THICKNESS AND REINFORCING BY STRUCTURAL CALCULATIONS. 2. #5 VERTICAL BARS EXTEND 12" MIN. BEND PER SECTION DETAIL AFTER PANELS ARE IN PLACE. 3. FOR RETAINED FILL NOT TO EXCEED 14'-0" DEPTH. I 4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE 5 PROVIDED TO SUPPORT STRUCTURAL DESIGN. s a APPROVED REVISED TITLE: MIAMI BEACH /2020 CONCRETE PANEL SEAWALL — 14' MAX. DEPTH PTH 12-8 PUBLIC WORKS DEPARTMENT • STANDARD PANEL ELEVATION CONVENTIONCE��o�E.M� B�CH,��3,39 DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 A lalkil 2'-0" MIN. L24-INCH MAX_ 2'-0" MIN. PIPE DIAMETER I I I 1 CONC. CAP. REBAR NOT II I I I - f SHOWN FOR CLARITY o1- r ° -I- ° -r -I ._ I Lu a_ o- j7 I_ 4_ _I_ -I cc Lu o #4®12, EW jI o I o I I #5 ® 24-IN MAX. E/W EPDXY w DOWELS, EMBEDDED 7-IN. ENDS 5' SHALL BE HOOKED 6-IN. I I _L\ I I MAINTAIN BOTTOM OFDRILLFROM ,� TO OPPOSITE FACE OF PANEL. W I- t I -I _¢ UTILITY PIPE Tw N I I I ICD #4 TIE AROUND OPENING - Z_ I I I I I I CONCRETE FACE 0 aI_ _ o _I_ _Io N J #4 HORIZONTAL BARS TO ADDITIONAL #4 BE FIELD BENT (TYP.) a s T J� PRECAST CONC. 3 PANEL IN c PIPE PENETRATION ELEVATION 1 N.T.S. H co NOTES: 1. ADJUST THE DOWEL LOCATIONS AS NEEDED TO AVOID CONTACTING ANY REBAR. IF THE DRILL BIT CONTACTS THE REBAR, DRILLING SHALL STOP, THE HOLE SHALL BE FILLED WITH NON-SHRINK GROUT AND THE HOLE iSHALL BE RELOCATED. CONTRACTOR SHALL USE NONDESTRUCTIVE MEANS TO FIELD LOCATE REBAR. 2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF i FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN.4 i 3. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. i A q p� APPROVED REVISED TITLE: 3 MIAMI BEACH 041ZOZo CONCRETE PANEL SEAWALL PUBLIC WORKS DEPARTMENT PIPE PENETRATION ELEVATION �2-9 0 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 • DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 • I CONC. CAP REBAR NOT #5 ®24—IN MAX. E/W / SHOWN FOR CLARITY EPDXY DOWELS, EMBEDDED 7—IN. ENDS SHALL BE I HOOKED 6—IN. MAINTAIN • 2—IN MIN. CLEARANCE FROM BOTTOM OF DRILL HOLE TO / I PRECAST CONC. OPPOSITE FACE OF PANEL f PANEL I r UTILITY PIPE • #4@12, EW H . WATER SIDE I LAND SIDE— CONCRETE FACE 6'I V A SECTION 12-9 N.T.S. at VI NOTES: 1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED o STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. 2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. C 0 0 I , A q APPROVED REVISED TITLE: MIAMI BEACH 04/2020• CONCRETE PANEL SEAWALL PUBLIC WORKS DEPARTMENT PIPE PENETRATION SECTION 12-10 C7 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 •6 DocuSign Envelope ID:67D056CA-075C-4372-6624-629952FEF328 • GENERAL: 1. THE NOTES ON THIS SHEET APPLY TO THE STEEL SHEET PILE WITH CONCRETE PILE STANDARD DETAILS. 2. THESE STANDARD DETAILS ASSUME A MAXIMUM HORIZONTAL DEFLECTION OF 3-INCHES OF THE SEAWALL, BASED ON SECTION 3.13.3 OF THE 2020 FDOT STRUCTURES DESIGN GUIDELINES. SOIL AND WATER PARAMETERS: 1. EXCAVATED DEPTH: 10-FT, MAXIMUM FROM TOP OF LANDSIDE SOIL TO TOP OF WATERSIDE SOIL/MUDLINE. 2. SOIL PROPERTIES ASSUMED LANDWARD AND WATERWARD OF WALL; FROM TOP OF RETAINED SOIL TO BELOW CONCRETE PILES: a. SAND WITHOUT EXCESSIVE ORGANICS NOR CLAY b. y = 110 PCF (BULK DENSITY) c. y= 66 PCF (SUBMERGED DENSITY) d. C = 0 PSF (COHESION) e. A = 30' (ANGLE OF INTERNAL FRICTION) 3. WATER ELEVATIONS: a. ACTIVE WATER PRESSURE ELEVATION: 1'-6" BELOW LANDSIDE GRADE, ASSUMING WEEP HOLES INSTALLED AT APPROXIMATELY 10'-0"O.C. THE WEEP HOLES SHALL NOT ALLOW THE EROSION/LOSS OF LANDSIDE SOIL. b. PASSIVE WATER PRESSURE ELEVATION: MEAN LOW WATER EL., ASSUMED TO BE -2.63 NAVD 88. LOADS: 1. LANDSIDE LIVE LOAD SURCHARGE: 200 PSF STEEL SHEET PILE AND COATING: 1. SHEET PILE SECTION IN THIS STANDARD ASSUMED TO BE EITHER NZ 14 (DOMESTIC-MADE) OR AZ 14-770 (FOREIGN-MADE). IF A DIFFERENT SECTION IS USED, THE SPACING OF THE PILES (MULTIPLE OF SECTION WIDTH) AND THE CAP WIDTH (BASED ON SECTION to NEED TO BE RE-DESIGNED. 2. SHEET PILE SHALL BE ASTM A 572 GR 50 STEEL. 3. MINIMUM STEEL THICKNESS OF SHEET PILE SHALL BE 3/8-INCH. 4. SHEET PILE SHALL BE SURFACE PREPPED AND COATED WITH THE FOLLOWING SYSTEM IN ITS ENTIRETY, FRONT AND BACK. THE SURFACE PREPARATION SHALL FOLLOW MANUFACTURER RECOMMENDATIONS FOR SURFACES TO BE IMMERSED IN SEA WATER: a. COAT 1: INORGANIC ZINC-RICH COATING 2.5 -4.0 MIL DFT b. COAT 2: COAL TAR EPDXY 8.0 -10.0 MIL DFT c. COAT 3: COAL TAR EPDXY 8.0 -10.0 MIL DFT 5. COATING REPAIR PLAN SHALL BE PROVIDED BY THE COATING MANUFACTURER, SUBMITTED AND APPROVED PRIOR TO SHEET PILE INSTALLATION. COATING REPAIR SHALL PROVIDE AN AS-GOOD OR BETTER COATING SYSTEM COMPARED TO THE SHOP-APPLIED COATING SYSTEM. PRECAST PRESTRESSED CONCRETE PILES: 1. PRECAST PRESTRESSED CONCRETE PILES SHALL BE SQUARE 14"x14" OR 16"x16". CONCRETE SHALL HAVE MINIMUM 5,000 PSI 28-DAY COMPRESSIVE STRENGTH. PILES SHALL HAVE (12) 4-INCH 270 KSI LOW-LAX STRANDS WITH 2-1/2 INCHES MINIMUM CONCRETE COVER OVER TIES. PILE EMBEDMENT IS SHOWN ON DRAWING AND IS BASED ON SOIL PROPERTIES DESCRIBED HEREIN. s CAST IN PLACE REINFORCED CONCRETE O 1. ALL CONCRETE (EXCEPT PRECAST PILES) SHALL HAVE A W/C RATIO BETWEEN 0.39 AND 0.42 AND ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI. SIX (6) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50 CY AND SHALL BE TESTED AT 3, 7 AND 28-DAYS. SLUMP, FOR CONCRETE CONTAINING SUPERPLASTICIZER, SHALL BE 7-INCHES +/- 1.5-INCHES. ALL CONCRETE MUST BE PLACED WITHIN 90-MINUTES OF BATCH TIME AND VIBRATED PER ACI MANUAL OF CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT TIME OF PLACEMENT SHALL BE BETWEEN 75' AND 95'. • 2. REBAR SHALL CONFORM TO ASTM A615 GRADE 60. ALL BAR LAPS SHALL BE 48 BAR DIAMETERS MINIMUM. PLACEMENT OF REBAR SHALL CONFORM TO THE LATEST ACI MANUAL OF STANDARD PRACTICE CODES UNLESS OTHERWISE NOTED. ALL REINFORCING STEEL SHALL BE FROM DOMESTIC MILLS AND SHALL HAVE THE MANUFACTURERS MILL MARKING ROLLED INTO THE BAR WHICH SHALL INDICATE THE PRODUCER, SIZE, TYPE AND GRADE. 0 E MIAMI BEACH APPROVED REVISED TITLE: 04/2020• STEEL SHEET PILE WITH CONCRETE2-1 1 PUBLIC WORKS DEPARTMENT - PILE NOTES 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL33139 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 4 1 qWATER SIDE 12-1 -EXPANSION JOINT 2 PRESTRESSED CONCRETE @30'-4" MAX. - BATTERED PILE CO EA. PANEL --N---- ---N---..--- i iiii_ CONC. CAP. REBAR NOTLAND SIDE - STEEL SHEET PILE 5/8"x4 NELSON STUD OR SHOWN FOR CLARITY I/- EQUAL (TYP.) 1 WALL DETAIL N.T.S. EXPANSION JOINT FILLER. ADHERE • TO ONE SIDE OF CONCRETE ONLY WITH WATERSTOP ADHESIVE ---N------ N - id 1 FIR , \ ALL REBAR NOT SHOWN. I SEE SECTION FOR REBAR \ / T-.'T. O 1 " ` STEEL SHEET PILE SEALANT ALL AROUND /IN--NON-LIQUID BOND BREAKER EXPOSED JOINT BETWEEN JOINT SEAL AND i EXPANSION MATERIAL 3/4" CHAMFER 1 (TYP. ALL EDGES) 2 EXPANSION JOINT 1 N.T.S. I %, NOTE: C C 1 1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED i STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE o PROVIDED TO SUPPORT STRUCTURAL DESIGN. I s; MIAMI BEACH APPROVED 4 OIZDED TITLE: STEEL SHEET PILE WITH E • CONCRETE PILE SEAWALL 12-12 PUBLIC WORKS DEPARTMENT V 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139WALL D ETA I L S DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 • 5/8"x4 NELSON STUD OR EQUAL (NP.) #7@6" MAX. ALL AROUND, EXCEPT BOTTOM AS SHOWN W #4@10" MAX. (SEE TABLE) _ CUT HOLE THROUGH SHEET I= ® EACH STIRRUP rPROPOSED GRADE r t• el • • • [; 1 6" BELOW T/CAP o o3 • X I �� •• I COMPACTED / 611 CLEAN SAND �-CONSTI PRESTRESSED CONC. EXCAV� BATTERED PILE ® EA. MIN. o/ (SEE NOTES) /,. (VARIES PANEL. EXTEND PILE m Z in w STRANDS 15" MIN ``' o a z INTO CAP z U' -I N H F_ X o : 5 W O NO\ i Xi �, 1# 141 / ►Lm 0 0 0 12 iii fit,fid iii 0i W GEOTEXTILE o \ �MHW ••• 4* o z I- EL.=__NAVD 88 '5) �� 4+140 11 N CC U- �MLW .��i ,�. �� EL.=__NAVD 88 #57 STONE ' JET FILLER OR EQUAL - MIN.MIN.. ® EVERY 4TH SHEET. ALL PARTS AND FASTENERS SHALL BE T316SS RUBBLE BANK AND SEABED/MUDLINE I SHORE PROTECTION z ca_I z J / • STEEL SHEET PILE E.w pp w Do M< M< •0 I- CO LA Omw =mw , 7 UwI � .W� i - SHEET PILE TIP. EL. (SEE TABLE) e)A SECTION °s 2- N.T.S. 9 1 0 DESIGN PARAMETERS TABLE 3 EXCAVATED DEPTH 1 SHEET PILE CONC. PILE SIZE W2 CONC. PILE EMBED 3 SHEET PILE EMBED4 g (FT) SECTION (IN) (FT-IN) (FT) (FT) 1NZ 14 14 3'-1" 25 11 R 10 AZ 104-770 16 3'-3" 21 11 En TABLE FOOTNOTES: 0 1. EXCAVATED DEPTH IS MEASURED FROM T/PROPOSED GRADE TO T/SEABED OR MUDLINE. 2. W IS THE CAP WIDTH AS SHOWN IN THE DRAWINGS. 3. CONC. PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO B/CONCRETE PILE. 4. SHEET PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO B/CONCRETE PILE. 1 5. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE 7 s PROVIDED TO SUPPORT STRUCTURAL DESIGN. O I s MIAMI I A MI A�u APPROVED REVISED TITLE' STEEL SHEET PILE WITH PUBLIC WORKS DEPARTME-NIT /2020 CONCRETE PILE SEAWALL 12-13 V' 7700 CONVENTION CENTER DRIVE,MIAMI MACH,FL33730 WALL SECTION DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 Alk Nar 3'-0" MIN. VARIES PER 3'-0" MIN. -• _ PIPE DIA I I I I I II CONC. CAP. REBAR NOT II I I I – f SHOWN FOR CLARITY o I I— t. -I- - rt l w I w J�I— T I —� I o- #4@12, EW o o a 5/8°x4" • Cl, 1 I I I I WELDED TO FACENELSON STUDs OF TEELTO BE SHEET PILES AT 12" O.C. ALONG > I o I I WATERWARD FACE OF SHEETS (ALONG INNER AND OUTER tD "�" -I CORRUGATION) •w 1oo UTILITY PIPE _ 1— —I— —k —I- 4 — I N0- c o I ° I #4 TIE AROUND OPENING 0I I OI I o f CONCRETE FACE 0 N N 4 = = # 4 = #4 HORIZONTAL BARS TO I ADDITIONAL #4 BE FIELD BENT (TYP.) I 9 o J - STEEL SHEET PILE .c INTERLOCK (TYP.) i PIPE PENETRATION ELEVATION R N.T.S. 1n m I NOTES: s v 1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA i STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. T 2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. 1 a 0 s MIAMI BEACH APPROVED REVISED TITLE: STEEL SHEET PILE WITH E CONCRETE PILE SEAWALL PIPE 12-14 PUBLIC WORKS DEPARTMENT a 1700 CONVENTION CENTER DRIVE.MIAMI BEACH.FL.3313" _ • _ PENETRATION E L EVAT I O N DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 CONC. CAP REBAR AND SHEAR 5/8"x4"NELSON STUD TO BE I1 /STUDS NOT SHOWN FOR CLARITY WELDED TO FACE OF STEEL I SHEET PILES AT 12" O.C. J ALONG WATERWARD FACE OF I - SHEETS (ALONG INNER AND OUTER CORRUGATION) STEEL SHEET PILE E'(TY" I I 1 UTILITY PIPE Jr #4®12, EW �I,,r1 WATER SIDE) I LAND SIDE) CONCRETE FACE I 6" -N-- VC s I,o SECTION , 0 0 N.T.S. 3 ici0 0 In NOTES: m 1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA o STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. 2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. 0 4 O C O i T. it O h APPROVED REVISED TITLE: STEEL SHEET PILE WITH ° n� IAMIB ®CH 04/2020E / `/ , / ` • CONCRETE PILE SEAWALL PIPE 12-15 p PUBLIC WORKS DEPARTMENT _ . C7` 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33130 PENETRATION SECTION ` DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 APPENDIX D M I AM I BEACH Post Award Forms DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 MIAMIBEACH 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:67D056CA-075C-4372-B624-629952FEF328 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:67D056CA-075C-4372-8624-629952FEF328 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:67D056CA-075C-4372-B624-629952FEF328 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:67D056CA-075C-4372-8624-629952FEF328 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:67D056CA-075C-4372-8624-629952FEF328 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:67D056CA-075C-4372-B624-629952FEF328 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:67D056CA-075C-4372-B624-629952FEF328 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. Consultant BY DATE DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 In accordance with Section 2.2 of the Contract, Contractor will complete or correct the work on the list of items attached hereto within from the above Date of Substantial Completion. 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:67D056CA-075C-4372-8624-629952FEF328 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 5.2 of the Contract, 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:67D056CA-075C-4372-B624-629952FEF328 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:67D056CA-075C-4372-8624-629952FEF328 ATTACHMENT C SUNBIZ&PROPOSAL RESPONSE TO ITB DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328LVI Detail by FEI/EIN Number DIVISION OF CORPORATIONS 440i..f‘r JIVEIO F of I 1 V g P.P.CiP r rifj.1\,r) tm official 3rrrre of Florida website Department of State / Division of Corporations / Search Records / Search by FEI/EIN Number/ Detail by FEI/EIN Number Florida Profit Corporation EBSARY FOUNDATION CO. Filing Information Document Number 122915 FEI/EIN Number 59-0229150 Date Filed 08/08/1930 State FL Status ACTIVE Principal Address 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Changed: 01/27/2000 Mailing Address 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Changed: 01/27/2000 Registered Agent Name&Address Alfele, Scott A 2154 NW N RIVER DR MIAMI, FL 33125 Name Changed: 01/02/2014 Address Changed: 04/06/1983 Officer/Director Detail Name&Address Title Officer EBSARY, RICHARD W 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Title President ALFELE. SCOTT A search.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail?inquirytype=FeiNumber&directionType=Initial&searchNameOrder--59022915012291... 1/3 DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 Detail by FEI/EIN Number 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Title Asst. Secretary,VP GONZALEZ, JAMES M 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Title VP AUBIN, YVETTE N 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Title Secretary,VP SHIRING, MATTHEW J 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Annual Reports Report Year Filed Date 2018 01/15/2018 2019 02/08/2019 2020 01/16/2020 Document Images 01/16/2020--ANNUAL REPORT View image in PDF format 02/08/2019—ANNUAL REPORT View image in PDF format 01/15/2018—ANNUAL REPORT View image in PDF format 02/03/2017—ANNUAL REPORT View image in PDF format 01/26/2016—ANNUAL REPORT View image in PDF format 01/07/2015—ANNUAL REPORT View image in PDF format 01/02/2014--ANNUAL REPORT View image in PDF format 01/22/2013--ANNUAL REPORT View image in PDF format 02/10/2012--ANNUAL REPORT View image in PDF format 01/31/2011--ANNUAL REPORT View image in PDF format 01/15/2010--ANNUAL REPORT View image in PDF format 01/12/2009—ANNUAL REPORT View image in PDF format 01/10/2008—ANNUAL REPORT View image in PDF format 02/12/2007—ANNUAL REPORT View image in PDF format 03/13/2006--ANNUAL REPORT View image in PDF format 02/28/2005--ANNUAL REPORT View image in PDF format 02/04/2004--ANNUAL REPORT View image in PDF format 01/15/2003--ANNUAL REPORT View image in PDF format 02/05/2002--ANNUAL REPORT View image in PDF format 01/23/2001 --ANNUAL REPORT View image in PDF format 01/27/2000--ANNUAL REPORT View image in PDF format search.sun biz.org/Inquiry/CorporationSearch/Search Resu ItDetai I?inqu irytype=Fei N um ber&d irectionType=1 n itial&search NameOrd er=59022915012291... 2/3 DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328LsJI dr—,04.1.1 Detail by FEI/EIN Number 03/02/1999—ANNUAL REPORT View image in PDF format 03/03/1998—ANNUAL REPORT View image in PDF format 01/24/1997--ANNUAL REPORT View image in PDF format 01/29/1996--ANNUAL REPORT View image in PDF format 04/17/1995--ANNUAL REPORT- View image in PDF format Florida Department of State,Division of Corporations • • search.sun biz.org/Inquiry/CorporationSearch/Search Resu ItDetai I?i nq ui rytype=Fei N umber&d irectionType=1 nitial&searchNameOrder=59022915012291... 3/3 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 BID SUBMITTAL QUESTIONNAIRE-CONSTRUCTION SECTION 1 - BID CERTIFICATION This certification/questionnaire is REQUIRED and must be fully completed and submitted electronically. Solicitation No: Solicitation Title: 2020-125-AY CONTINUING SERVICES (AS NEEDED) FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE BIDDER'S NAME:Ebsary Foundation Company NO.OF YEARS IN BUSINESS:90 NO.OF YEARS IN BUSINESS LOCALLY:90 NO.OF EMPLOYEES:100 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS:N/A BIDDER PRIMARY ADDRESS(HEADQUARTERS):2154 NW North River Drive CITY:Miami STATE:Florida ZIP CODE:33125 TELEPHONE NO.:305-325-0530 TOLL FREE NO.: FAX NO.:305-3258684 BIDDER LOCAL ADDRESS:2154 NW North River Drive CITY:Miami STATE:Florida ZIP CODE:33125 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:Bobby Brown ACCOUNT REP TELEPHONE NO.:305-439-9280 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL:Bbrown@ebsaryfoundationco.com FEDERAL TAX IDENTIFICATION NO.:59-0229150 3y 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, erms 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 vith 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 9orida 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 )stablishing 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; Ind 0 that all responses,data and information contained in the bid submittal are true and accurate. rhe 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 :omplete,true,and correct to the best of his/her knowledge and belief. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Representative: Bobby Brown Estimator DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 SECTION 2 - ACKNOWLEDGEMENT OF ADDENDUM \fter issuance of solicitation, the City may release one or more addendum to the solicitation, which may provide additional information to ,idders or alter solicitation requirements. The City will strive to reach every bidder having received solicitation through the City's e- )rocurement system. However, bidders are solely responsible for assuring they have received any and all addendum issued pursuant to ;elicitation.This Acknowledgement of Addendum section certifies that the bidder has received all addendum released by the City pursuant .o 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 BB Addendum 1 Addendum 6 Addendum 11 BB Addendum 2 Addendum 7 Addendum 12 BB Addendum 3 Addendum 8 Addendum 13 Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 f additional confirmation of addendum is required,submit under separate cover. SECTION 3 - QUESTIONNAIRE I. 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 Directorship/Office type Scott Alfele - 80 President Richard Ebsary 10 Chairman Matt Shiring 10 VP Yvette Aubin 0 VP Mike Gonzalez 0 VP ?. Provide at least three(3)references of work similar in size and nature as the work referenced in solicitation. Project No. 2020-125-AY Project Title CONTINUING SERVICES(AS NEEDED)FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE Reference No.1 :irm Name: Palace Condominium Association 3ontact Individual Name and Title: Kristen Foreman, P.E.-Engineer of Record kddress: 1541 Brickell Ave. vliami, FL 33129 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 telephone:855-482-7655 contact's Email: kforeman@bollerreinhart.com garrative on Scope of Services Provided: Demolition and reconstruction of 385 LF of concrete seawall, :oncrete panels,concrete king and batter piles. 6753,000.00 completed April,2019 Reference No.2 =irm Name:Town of Medley contact Individual Name and Title:Jorge Corzo-Project Manager \ddress:7901 NW South River Dr., Medley, FL 33166 Telephone: (305)934-6986 contact's Email:jcorzo@townofmedley.com Jarrative on Scope of Services Provided: 7,onstruction of approximately 350 wall feet of new steel sheet piling bulkhead. 61,380,000.00,completed October,2020 Reference No.3 =irm Name: Marina Inn Land LLC 3ontact Individual Name and Title:Thomas Gutierrez-Project Manager \ddress: 121 Beach Road <ey Largo, FL 33037 telephone: (305)438-7666 3ontact's Email:Tgutierrez@juneaucc.com garrative on Scope of Services Provided: Remove Rock Seawall and replace with 425'Steel Sheet Pile Bulkhead.Work includes Riprap removal,Excavation,Furnish and [nstall Steel Sheet Pile Seawall with CIP Concrete Cap and Timber Fender Pile. 6920,000.00,completed April,2017 Additional Reference =irm Name: Miami-Dade County Seaport Department/Royal Caribbean International DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 contact Individual Name and Title: Dave Whelpley-Project Manager \ddress: 1015 N.America Way, Miami, Florida 33132 telephone: (305)259-3440 :,ontact's Email:dwhelpley@wescocm.com garrative on Scope of Services Provided: Demolition and Reconstruction of new 1475 ft long Cruise ihip Berth,to include bulkhead,anchor wall,Utilities, Paving,Storm water,Demolition and Dredging. Zontract Value$24,775,000.00. 3. Has the applicant company's construction license(s)been revoked during the last five(5)years? OYES D NO f yes,why? t. Have any owners, directors, officers, or agents of the applicant company had a license revoked during the last five(5)years? DYES D NO f yes,why? 5. Is the applicant company currently barred by a govemmental agency,from bidding work as a prime or subcontractor? DYES D NO f yes,state debarment period and the reason(s)for debarment? 3. Has a surety completed, or paid for completion, of a project on behalf of the applicant company,within the last five(5)years? DYES D NO f 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? DYES D NO f yes,why? 3. Is an affiliate of the applicant company prequalified by the City of Miami Beach to bid on construction work? DYES D NO f yes,state the name of the affiliate? DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 3. Is the applicant company a parent,subsidiary, or holding company for another construction company? DYES 0 NO f the answer is"yes," identify the company and type of relationship(s), below: Company Type of affiliation (parent or subsidiary) Period of affiliation 10. Is an owner,director,officer,or agent of the applicant company affiliated with another company? DYES D NO f the answer is"yes,"provide the following information for each individual and the affiliated company. Individual's name Affiliated company's name Period of Type of affiliation (e.g. affiliation officer, director, owner or employee) 11. Is the applicant company currently the debtor in a bankruptcy case or file for bankruptcy during the last five(5)years? DYES D NO f yes,explain and attach,as applicable, the relevant case and court documents, including(but not limited to):the original petition, including the ;ase number and the date that the petition was filed; a copy of the bankruptcy court's discharge order, and any other document that ended he 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 agent filed for or been discharged in bankruptcy within the past five(5) years? DYES D NO f 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 :ommencement. 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? DYES D NO f 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? DYES 0 NO f 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 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 related to construction activities of a business organization? DYES ❑NO f yes,explain. 3ivil Case Filed 03/13/2014-Circuit Court of the Eleventh Judicial Circuit in and for Miami-Dade County, Florida Maim: Damage to residential property claimed to have been caused by cofferdam :onstruction activities.Trespass, Nuisance./Subject: Ebsary was hired as a subcontractor to install a steel sheet pile cofferdam and tremie seal to facilitate the construction of a concrete cast-in-place wmp station below the water table./Disposition Pending 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? OYES D NO f 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? OYES D NO f 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? OYES NO f yes,state name,title and share of ownership Name Title Share (%)of Ownership 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? OYES D NO f yes,list name(first and last name)of individuals,occupation,amount and date: First and Last Name Contributor Occupation Amount Date of Contribution 1 2 3 •4 5 6 7 8 9 ?0. 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? DYES ❑NO ?1. Is the applicant a small business concern owned and controlled by a veteran(s) (certified by the State of Florida Department of Management DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 Services or a service-disabled veteran business enterprise(certified by the United States Department of Veterans Affairs). OYES D NO Certifying Agency Certification Type 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? DYES D 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? DYES D 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 a provided to employees because they have a spouse or domestic partner, such as bereavement leave; other benefits are provided directly to the spouse domestic partner,such as medical insurance. Company Provides Company Provides for Employees with for Employees with Company does not Benefit Spouses Domestic Partners Provide Benefit 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? OYES D NO f 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. rhe 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: ittps://supplierportal.dnb.com/webapp/wcs/stores/servlet/SupplierPortal?storeld=11696 3idders are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each bidder •eview the information contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation 3rocess. For assistance with any portion of the SQR submittal process,contact Dun &Bradstreet at 800-424-2495. DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 \t time of request, bidder shall request that Dun & Bradstreet submit its Supplier Qualifier Report directly to the City, with bid or within hree(3)days of request. DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy .1.,...7.-ir ..„ foundation company TAB B Bid Price Form City of Miami Beach ITB 2020-125-AY Continuing Services (As Needed) for the construction of seawalls Citywide Miami Beach, Florida EBSARY FOUNT'Vii.`- TI ON Co. i . 2I54 NORTHWEST Nps,•. -; RIVER DRIVE .. MIAIMI , Fi` 6. DA.. lia, ,.--W, DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM l B ESC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov REVISED Bid Price Form FAILURE TO SUBMIT THIS BID PRICE FORM FULLY COMPLETED AND EXECUTED ON OR BEFORE THE DUE DATE FOR BIDS SHALL RENDER THE BID NON-RESPONSIVE AND BIDDER SHALL RECEIVE NO FURTHER CONSIDERATION. Bidder affirms that the TOTAL BID PRICES include the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, supervision, mobilization, demobilization, overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or indicated in the contract documents. Any or all alternates, if applicable, may be selected at the City's sole discretion and based on funding availability. The city will not accept any revision to the total base bid sum, divisions, line item totals, or add alternates, after the deadline for receipt of bids. In the event of arithmetical errors between the division or item totals and the total base bid, the Bidder agrees that the total base bid shall govern. In the event of a discrepancy between the numerical total base bid and the written total base bid, the written total base bid shall govern. In absence of totals submitted for any division cost, the City shall interpret as no bid for the division, which may disqualify bidder. The allowance items that have been delineated below shall be used only upon the City's discretion, as needed. In the event that the item of work is not conducted or only a portion of the estimated allowance is used, the Bidder understands that the balance of the cost shall be returned to the Cit . Total Item Description Quantity U I M Unit Cost (Quantity_X Unit_Cost) Mobilization and Demobilization 0'-70' $ $ 1 Max Length. 1 Ls 26,000 26,000 Mobilization and Demobilization 71'- $ $ 2 250' Max Length. 1 LS 26;000 26,000 Mobilization and Demobilization $ $ 3 Greater than 250' Length. 1 LS 26,000 26,000 Furnish and Install Concrete Seawall $ $ 35,700 Panel 10' Max Depth Section 0'-70' 70 51.00 LF 4 Max Length 700 SF Furnish and Install Concrete Seawall $49.00 $ 122,500 Panel 10' Max Depth Section 71-250' 250 5 Max Length 2500 SF Furnish and Install Concrete Seawall $ $ 138,000 Panel 10' Max Depth Section Greater 398 46.00 hp 6 than 250' Length 3000 SF Furnish and Install Concrete Seawall $50.00 $35,000 Panel 14' Max Depth Section 0'-70' 79 hp 7 Max Length 700 SF Furnish and Install Concrete Seawall $47.00 $117,500 Panel 14' Max Depth Section 71'-250' 2-50 b 8 Max Length 2500 SF Furnish and Install Concrete Seawall $45.00 $ 135,000 Panel 14' Max Depth Section Greater 300 h 9 than 250'Length 3000 SF 197, ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY ;; Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U I M Unit Cost (Quantity_X_UnitCost) Furnish and Install Steel Sheet Pile $38.00 $93,100 (NZ 14 or AZ 14-770) 0'-70' Max 70 hp 10 Length 2450 8F Furnish and Install Steel Sheet Pile $37.00 $323,750 (NZ 14 or AZ 14-770) 71-250' Max 250 11 Length 8750 s Furnish and Install Steel Sheet Pile $37.00 $388,500 (NZ 14 or AZ 14-770) Greater than 300 hp 12 250' Length 10500 SF Furnish and Install 12"x 12" King Pile $ 106.00 $29,680 for Concrete Seawall 10' Max Depth 8 EA 13 Section 0'-70' Max Length 280 LF Furnish and Install 12"x 12" King Pile $ 103.00 $93,730 for Concrete Seawall 10' Max Depth 26 EA 14 Section 71'-250' Max Length 910 LF Furnish and Install 12"x 12" King Pile $ 106.00 $111,300 for Concrete Seawall 10' Max Depth 34 EA 15 Section Greater than 250' Length 1050 LF Furnish and Install 12"x 12" Batter $ 136.00 $27,200 Pile for Concrete Seawall 10' Max 8 16 Depth Section 0'-70' Max Length 200 LF Furnish and Install 12"x 12" Batter $ 130.00 $84,500 Pile for Concrete Seawall 10' Max 26 EA 17 Depth Section 71'-250' Max Length 650 LF Furnish and Install 12"x 12" Batter $ 134.00 $100,500 Pile for Concrete Seawall 10' Max Depth Section Greater than 250' 34 EA 18 Length 750 is Furnish and Install 14"x 14" King Pile $ 146.00 $29,200 for Concrete Seawall 14' Max Depth 8 19 Section 0'-70' Max Length 200 LF • Furnish and Install 14"x 14" King Pile $ 138.00 $89,700 for Concrete Seawall 14' Max Depth 26 EA 20 Section 71'-250' Max Length 650 LF Furnish and Install 14"x 14" King Pile $ 142.00 $106,500 for Concrete Seawall 14' Max Depth 31- EA 21 Section Greater than 250' Length 75.0 LF Furnish and Install 14"x 14" Batter $ 145.00 $29,000 Pile for Concrete Seawall 14' Max 8 22 Depth Section 0'-70' Max Length 200 LF 20 ADDENDUM N0,3 .,�__ - . T�_- _�. .. .. a.. .. - __ .. .. ._.,_ INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U I M Unit Cost (Quanity_X_Unit_Cost) Furnish and Install 14"x 14" Batter $ 140.00 $91,000 Pile for Concrete Seawall 14' Max 26 23 Depth Section 71'-250' Max Length 650 €F Furnish and Install 14"x 14" Batter $ 142.00 $106,500 Pile for Concrete Seawall 14' Max • Depth Section Greater than 250' 34- EA 24 Length 750 LF Furnish and Install 14"x 14" Batter $ 146.00 $40,880 Pile for Steel Sheet Pile (NZ 14 or AZ 8 25 14-770) 0'-70' Max Length 280 F Furnish and Install 14"x 14" Batter $ 138.00 $125,580 Pile for Steel Sheet Pile (NZ 14 or AZ 26 EA 26 14-770)71'-250' Max Length 910 LF Furnish and Install 14"x 14" Batter $ 142.00 $149,100 Pile for Steel Sheet Pile(NZ 14 or AZ 3-1- EA 27 14-770) Greater than 250' Length 1050 LF Furnish and Install 16"x 16" Batter $ 143.00 $40,040 Pile for Steel Sheet Pile(NZ 11 or AZ 11 770) 0' 70' Max Length • Furnish and Install 18"x 18" Batter Pile for Steel Sheet Pile(NZ 14 or AZ 8 EA 28 14-770) 0'-70' Max Length 280 LF Furnish and Install 16"x 16" Batter $ 137.00 $124,670 11 770)71' 250' Max Length Furnish and Install 18"x 18" Batter Pile for Steel Sheet Pile(NZ 14 or AZ 26 EA 29 14-770) 71'-250' Max Length 910 LF Furnish and Install 16"x 16" Batter $ 137.00 $143,850 Pile for Steel Sheet Pile(NZ 14 or AZ 11 770) Greater than 250' Length Furnish and Install 18"x 18" Batter Pile for Steel Sheet Pile(NZ 14 or AZ 30 EA 30 14-770) Greater than 250' Length 1050 LF Furnish and Install Concrete Seawall $473.00 $33,110 Cap for 10' Max Depth Section 0'-70' 31 Max Length 70 LF Furnish and Install Concrete Seawall $450.00 $112,500 Cap for 10' Max Depth Section 71'- 32 250' Max Length 250 LF Furnish and Install Concrete Seawall $425.00 $127,500 Cap for 10' Max Depth Section 33 Greater than 250' Length 300 LF 21 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIA/ Y 1 I BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 • www.miamibeachfl.gov Total Item Description Quantity U I NI Unit Cost (Quanfity_X_Unit_Cost) Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 0'-70' 34 Max Length 70 LF 475.00 33,250 Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 71'- 35 250' Max Length 250 LF 450.00 112,500 Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 36 Greater than 250' Length 300 LF 475.00 142,500 Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile wl 14"x 14" 37 Batter Piles 0'-70' Max Length 70 LF 467.00 32,690 Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/ 14"x 14" 38 Batter Piles 71'-250' Max Length 250 LF 444.00 111,000 Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/14"x 14" 39 Batter Piles Greater than 250' Length 300 LF 420.00 126,000 Furnish and Install Concrete Seawall $ $ • Cap for Steel Sheet Pile w/16"x 16" 40 Batter Piles 0'-70' Max Length 70 LF 467,00 32,690 Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/16"x 16" 41 Batter Piles 71'-250' Max Length 250 LF 444.00 111,000 Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile wl 16"x 16" 42 Batter Piles Greater than 250' Length 300 LF 420.00 126,000 Furnish and Install Concrete Seawall 2 $ $ 43 Outfall Pipe Penetration EA 13,000.00 13,000 Furnish and Install Steel Sheet Pile 2 $ 1500000 $ , . 44 Seawall Outfall Pipe Penetration EA 15,000 44A Concrete Panel Knockout Area 1200 sp 5.00. 6,000 Furnish and Install#57 Stone 0'-70' 20 $ $ 45 Max Length TONS 88.00 1,760 Furnish and Install#57 Stone 71'-250' 75 $ $ 46 Max Length TONS 88.00 6,600 Furnish and Install#57 Stone for 90 $ $ 47 Greater than 250' Length TONS 88.00 7,920 Furnish and Install Rubble Rip Rap 0'- 20 $ $ 48 70' Max Length TONS 133.00 2,660 Furnish and Install Rubble Rip Rap 75 $ $ 49 71'-250' Max Length TONS 133.00 9,975 22 , ADDENDUM NO.3 ' INVITATION TO BID NO.2020-125-AY f. Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 MIAMI B EAC 1 •I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www,miamibeachfl.gov Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install Rubble Rip Rap 90 $ $ 50 Greater than 250' Length roNs 133.00 11,970 Furnish and Install Aluminum Pipe $ $ 51 Guardrail 0'-70' Max Length 70 LF 79.00 5,530 Furnish and Install Aluminum Pipe $ $ 52 Guardrail 71'-250' Max Length 250 LF 79.00 19,750 Furnish and Install Aluminum Pipe $ $ Guardrail for Greater than 250' Max 53 Length 300 LF 79.00 23,700 Removal of Existing Seawall Cap 0'- $ $ 54 70' Max Length 70 LF 125.00 8,750 Removal of Existing Seawall Cap 71'- $ $ 55 250' Max Length 250 LF 125.00 31,250 Removal of Existing Seawall Cap for $ $ 56 Greater than 250' Length 300 LF 125.00 37,500 Removal of Existing Seawall Footing $ $ 57 0'-70' Max Length 70 LF 220.00 15,400 Removal of Existing Seawall Footing $ $ 58 71'-250' Max Length 250 LF 220.00 55,000 Removal of Existing Seawall Footing $ $ 59 for Greater than 250' Length 300 is 220.00 66,000 Excavation and removal of soil $ $ landside if necessary 0'-70' Max 60 Length 100 cy 100.00 10,000 Excavation and removal of soil $ • $ landside if necessary 71'-250' Max 350 61 Length cy 100.00 35,000 Excavation and removal of soil $ ' $ landside if necessary for Greater than 430 62 250' Length cy 100.00 43,000 Backfill Material (clean sand) 0'-70' $ $ 63 Max Length 100 cy 136.00 13,600 Backfill Material (clean sand) 71'-250' 350 $ $ 64 Max Length cy 136.00 47,600 Backfill Material (clean sand)for 430 $ $ 65 Greater than 250' Length cY 136.00 58,480 Restoration of disturbed area 0'-70 115 $ 0 $ 66 Max Length sY 44.00 5,060 Restoration of disturbed area 71'-250' 415 $ $ 67 Max Length sy 44.00 18,260 23-. ADDENDUM NO.3— , INVITATION TO BID NO.2020-125-AY - Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AMI B[4/ (.2 H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Restoration of disturbed area Greater 500 $ $ 68 than 250' Length sY 44.00 22,000 As-Built/Record Drawings/logs 0'-70 $ • $ 69 Max Length 1 LS 4,400.00 4,400 As-Built/Record Drawings/logs 71'- $ $ 70 250' Max Length 1 LS 4,400.00 4,400 As-Built/Record Drawings/logs $ $ 71 Greater than 250' Length 1 LS 4,400.00 4,400 Silt fence and Turbidity barrier 0'-70 $ $ 72 Max Length 140 LF 14.00 1,960 Silt fence and Turbidity barrier 71'-250' $ $ 73 Max Length 500 LF 14.00 7,000 Silt fence and Turbidity barrier Greater $ $ 74 than 250' Length 600 LF 14:00 8,400 ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT* (PER 75 PROJECT AS APPLICABLE) 10 EA $25.00 $250.00 'See Section 0100, Sub-section 12. Bidder's Affirmation The undersigned, as Bidder, declares that the only persons interested in this Bid are named herein; that no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is made without connection or arrangement with any other person; and that this Bid is in every, respect fair and made in good faith, without collusion or fraud. The Bidder agrees, if its 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. Bidder: Ebsary Foundation Company Authorized Agent Name: Scott Alfele Authorized Agent Title: Presidefi Authorized Agent Signature: AP,IIIPVEr • / _ • 24 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy foundation company MARINE AND ENGINEERING CONSTRUCTION. 2154 N.W. North River Drive, Miami, Florida 33125-2297 Ofc. (305)325-0530 •CC# E-502 • Fax(305)325-8684 COVER PAGE City of Miami Beach ITB 2020-125-AY Continuing Services (As Needed)for the construction of seawalls Citywide Miami Beach, Florida Name of Bidder: EBSARY FOUNDATION COMPANY Address: 2154 NW North River Drive, Miami FL 33125 Email: Info(a,Ebsaryfoundationco.com Phone/Fax: 305-325-0530/325-325-8684 Federal Tax ID # 59-0229150 Organization Type: Corporation Contents Tab A— 1) License 2) Previous Experience of Bidder 3) Bidders Project Manager and/or Superintendent Tab B — 1) Bid Price Form Incorporated 1930 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 BsARy foundation company TAB A Item 1 - License City of Miami Beach ITB 2020-125-AY Continuing Services (As Needed) for the construction of seawalls Citywide Miami Beach, Florida E'B SARY -FOUND h9;-• TION. C O. 2154 NORTHWEST Na;,- " ;. RIVER DRIVE IA144I , FI `�i!'�-3DA: AL: A t i ,i - r ..-:•,sap-,yr,r,,. - _ -S DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy -itr.„----;.----- , ,, ., , ,, , . , ,...... , .. , ., ,.. :. ,. . ...,..,, 2. ,...„,,,,4....„,.,„.,_.,.,....„,,,.:.,...4.,.,: "....... ,..... i.. ..z..,..,...N..:44.,........w....4,,,,...„,-;:'l' .'' ,-, ''': , , %,.. ., ,., foundation company ' Ron DeSantis,Governor Halsey Beshears,Secretary dbW' STATE OF FLORIDA °'"' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIONYINDUSTRY.LICENSING BOARD tilt, THE GENERAL C NR�ACTOR� EH REIN: C CON IED UNDER THE PROVISIONS� COF APTER�489 FLORIDA>• S' •TUTES `s �� +� �4 'X iiie,. vi J AL -ErLE `S�CQTTrA VE SARlY FOU°IQA'T aki C®MRel-I 2154AN°1N ORTH RIVEtg*A d �' ►`10,MI X .FLS;33125,2297 . �` LICEh1SE!NUNiBER:CGC059721 EXPIRATION DATE: AUGUST 31,2022 Always verify licenses online at MyFloridaLicense.com ❑ ; E g,:' Do not alter this document in any form. I' • •o' This is your license.It.is unlawful for anyone other than the licensee to use this document. CI " t DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy • foundation company 004256 Local Business Tax Receipt I_ BT Miami—Dade County,.State of Florida -THIS IS NOT A BILL-DO NOT PAY 4359634 BUSINESS MANIE/LOCATION RECEIPT NO. EXPI RES EBSARY FOUNDATION COMPANY RENEWAL SEPTEMBER 30,2020 2154 NW N RIVER DR 4550308 Must be displayed at place of business MIAMI FL 33125 Pursuant to County Codo Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS' PAYMENT RECEIVED EB5ARY FOUNDATION COMPANY 196 GENERAL BUILDING CONTRACTOR BITAR COLLECTOR CGC059721 $135.00 07/12/2019 Worker(s) 40 FP PU05-1 9-01 3262 This Local BusinossTnx Receiptonly confirms payment oldie Local Business Tax.The Receipt is not a license. permit.era cerlilicalion of the bolder'squalifications.to do business.Holder must comply with any governmental or nongovernmental regulatory laws end requirements which apply to the business. The RECEIPT M.above must bo displayed on ell commercial vehicles-Miami-Dade Code.Sac ea-276. For more information,visit yywjt mlamidede.govhaxcailecter 000252 Local Business Tax Receipt LBT Miami—Dade County,State of Florida -THIS IS NOT A BILL-CO NOT PAY 252858 ` J BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES EBSARY FOUNDATION COMPANY -'RENEWAL SEPTEMBER 30,2020 2154 NW N RIVER'DR- -.`'252858 Must be displayed at place of business MIAMI FL 33125 ? Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPEOF BUSINESS PAYMENT HOUND EBSARY FOUNDATION COMP1N1 196 GENERAL ENGINEERING CONTRACTORaviexeouEcrea E502 5135.00 07/12/2019 Worker(s) 40 FPPU05-1 9-01 3262 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permlt,'ara certification of the holder's qualifications,la da business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.Shove most be displayed en all commercial vehicles-Miami-Dade Coda Sec Bn-276. For mere information,Wog www,miamidedo.nowtoxcnIIectar DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 .„,,Nr EBsARy \ foundation company TAB A Item 2 — Previous Experience of Bidder City of Miami Beach ITB 2020-125-AY Continuing Services (As Needed) for the construction of seawalls Citywide Miami Beach, Florida EB SARY FOU '_.I), A TION C O. 21'54 NORTHWEST NOS : RIVER DRIVE . i • . • M IAI�I I I4': DA.' , 1 AIL :Fli ' , • .___ L DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy foundation company City of Miami Beach ITB 2020-125-AY Continuing Services (As Needed) for the construction of seawalls, citywide Miami Beach, Florida Project References EBSARY FOUNDATION COMPANY Tax Payer ID# 59-0229150 Florida General Contractor License No. CGC059721 Miami-Dade County License No. E502 Dun and Bradstreet Number: 003869229 FBPE Certificate of Authorization No. 30489 1. Project Reference 1 Name: The Palace Condominium Seawall. 1.1. Owner: Palace Condominium Association. 1.2. Contact Info: Kristen Foreman, tel.: (855)482-7655, email: kforeman@bollerreinhart.com 1.3. Project Address: 1541 Brickell Ave. Miami, FL 33129. 1.4. Project Description: Demolition and reconstruction of 385 LF of concrete seawall, concrete panels, concrete king and batter piles. 1.5. Contract Amount& Completion Date: $753,000.00 completed April, 2019. 1.6. Linear Footage: 385 1.7. Seawall Construction Type: Concrete panel and batter piles. 2. Project Reference 2 Name: Tobie Wilson Park Bulkhead Replacement. 2.1. Owner: Town of Medley. 2.2. Contact Info: Jorge Corzo,tel.: (305) 934-6986, email:jcorzo@townofrnedley.com 2.3. Project Address: 7901 NW South River Dr., Medley, FL 33166. 2.4. Project Description: Construction of approximately 350 wall feet of new steel sheet piling bulkhead. 2.5. Contract Amount& Completion Date: $1,380,000.00, completed October, 2020 2.6. Linear Footage: 350 2.7. Seawall Construction Type: Sheet piles. DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy -‘4,,,,,,,----- ,....,,.,..........,...................., foundation comp a n y 3. Project Reference 3 Name: 121 Marina Seawall. 3.1. Owner: Marina Inn Land LLC. 3.2. Contact Info: Thomas Gutierrez, tel.: (305)438-7666, email: Tgutierrez(kjuneaucc.com 3.3. Project Address: 121 Beach Road Key Largo, FL 33037 3.4. Project Description: Remove Rock Seawall and replace with 425' Steel Sheet Pile Bulkhead. Work includes Riprap removal, Excavation, Furnish and Install Steel Sheet Pile Seawall with CIP Concrete Cap and Timber Fender Pile. 3.5. Contract Amount& Completion Date: $920,000.00, completed April, 2017 3.6. Linear Footage: 425 3.7. Seawall Construction Type: Sheet piles ADDITIONAL PROJECTS CAN BE PROVIDED UPON REQUEST Project Reference Photos: Tobie Wilson Park—Bulkhead Wall _ --,......z1.•,....,, ,.___ .- .,'.. ..,,,,,•0 :sfr..11..,..,-',14,. .--..-...-:----'------ ;7 c„,.. e.....-.37: .., . ,-, 4/.•-•- • '-.11-.L4 --...„1,-1-- . +'t-ii{ 4;....-- -."2-11Q0.,y�4 '!Fr '' L • te-; - _ "_ r ,. ....'442-t'*--71":-7." ii.-./-- F ..tik'4 ' '1, .S. fit' h. . R rP v Print 04 �� Dat#e: 04/2)21 r� L Tobie Wilson Park-Bulkhead Wall Date: 22120 Canton:25.844952-80.312394 Omer No.68134 foundation cLxnpany Aerial Photography Ina 5st-Su84J84 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 ./..1/4..zr EBSARY foundation comp a ny TAB A Item 3 — Bidders Staffing Plan City of Miami Beach ITB 2020-125-AY Continuing Services (As Needed) for the construction of seawalls Citywide Miami Beach, Florida i ' b, EB SARY FO U N , A-TI ON Co. 2154 NORTHWEST NOS' :. RIVER DRIVE MIA MI , Ft:fa; dDA.: ; � ritiv r. DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy foundation company Staffing Plan City of Miami Beach ITB 2020-125-AY Continuing Services (As Needed) for the construction of seawalls, citywide Miami Beach, Florida Project Qualifier: Scott A. Alfele, President Primary Contact: Matthew J. Shiring, Project Director Project Manager: Bobby Brown, Project Manager Operations: Mike Gonzalez, Vice President of Operations Superintendent(s): Rick Varney, Superintendent Esmil Canet, Superintendent Safety Manager: Javier Alonso All personnel listed above will be available for task orders for the duration of the Project. DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 IEBsARy r'\ foundation company SCOTT A. ALFELE Position: President and Qualifier Ebsary Foundation Company 2154 N.W.North River Drive Miami, Florida 33125 Phone(305) 325-0530 x107 scotta@ebsaryfoundationco.com Worked at Ebsary for over 26 years, Qualifier since 1998, Shareholder since 2010 and President since 2011. Responsibility: President and Qualifier for Ebsary Foundation Company with overall corporate responsibility for all Estimating, Project Management and Field Operations. Additional responsibilities include strategic company planning, corporate staff management, heavy equipment acquisition, corporate administrative oversight and estimating and managing select projects. Employment: Ebsary Foundation Company, Miami, FL — 9 years as President, 15 years as Vice President and 2 years as Project Manager. Work Included auger cast piles, drilled shafts, steel sheet piling, combi-walls, tremie seals, underground parking garages, driven piling, cast in place concrete, seawalls, cofferdams, bridges, marine construction and FDOT sound walls. Education: Bachelor of Science in Business Administration University of Central Florida, Orlando, FL Master of Business Administration Florida State University, Tallahassee, FL Licenses: State of Florida Certified General Contractor(CGC 059721) Miami-Dade County Certificate of Competency Structural Engineering(E502) Certifications & Trench Safety Training Training: Standard First Aid Training, AED & CPR Courses Basic Flagger/MOT Training Course Basic Rigger& Signalperson Training 30-Hour OSHA Training Course 10-Hour OSHA Training Course DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy foundation company Experience: Project Executive/Manager • North Bay Road Pedestrian Emergency Bridge, City of Sunny Isles Beach, Florida • (Bridge# 874181)NE 2nd Avenue Bridge (Bridge# 874181),Miami,Florida • La Posada Bridge, West Palm Beach, Florida • Spring Tree Golf Couse Golf Cart Bridge, Sunrise, Florida • Johnson&Wales University Pedestrian Bridge,North Miami, Florida • Lauderdale Lakes Condo Pedestrian Bridge, Ft. Lauderdale, Florida • Lake Villa Pedestrian Bridge, Key Biscayne, Florida • United States Coast Guard Bridge @ Miami Beach Station, Miami Beach, Florida • Downtown Dadeland Parking Garage, Miami-Dade, Florida • Clevelander Cofferdam, Miami Beach, Florida • Herbert Hoover Dike Culverts 1 & 1A Rehabilitation, Moore Haven, Florida • Port Everglades Portwide Bollard Installation, Port Everglades, Florida • Miami Circle Seawall Replacement,Miami, Florida • MIA Mover Foundations,Miami,Florida • Westwego Floodwall Construction, Westwego, Louisiana • Berth 1 High Wind Bollards, Port Everglades, Florida • Berth 27 &29 High Wind Bollards, Port Everglades,Florida • Large Vessel Mooring Facility,Miami,Florida • Berth 33 & Slip 3 Toe Wall, Port Everglades, Florida • Orange Line Foundations,Miami, Florida • Wharf I Emergency Repairs, Port Miami, Florida • Brickell City Center Underground Garage&Foundation, Miami, Florida DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy _ •_ • " foundation company y MATTHEW J. SHIRING, P.E. Position: Vice President, Principal Engineer Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone: (305) 325-0530 x108 matt@ebsaryfoundationco.com Responsibility: Vice President of Construction responsible as Qualifying Engineer, Chief Estimator and Corporate Project Executive of Land and Marine Based Heavy Highway, Bridge and Deep Foundation Construction Projects; which include, Specialty Engineering Construction Projects with an emphasis on Deep Foundations, General Contracting and Design-Build. Responsible for executive supervision and review of companywide estimating and project management, structural analysis review and critical lift plans. Additionally, responsible for estimating and management of projects from inception to completion; which includes, bidding and project procurement, proposals, prequalification, purchasing, subcontracting, submittals, scheduling, invoicing, cost control, equipment utilization, construction related design, project technical oversight, project coordination and communication, contract closure and punch list. Employment: Ebsary Foundation Company. Miami, Florida — 13 years total; 8 years as Vice President of Construction and 5 years as Senior Project Manager and Estimator for Heavy Highway, Bridge and Marine Construction Projects. Work included driven piling, augercast piling, combi-walls, drilled shafts, seawalls and bulkheads, marinas, dredging, vibro compaction, cofferdams, excavation, anchor piling, soil replacement, diver work, sheet piling, drainage & utility work, anchor walls, paving, shoring, falsework, soil anchors, tremie seals, bridge erection, fabrication, demolition, site work, precast concrete, cast in place concrete and dock construction. McLean Contracting Company, Baltimore, Maryland— 5 years as a Field Engineer and Superintendent. Work included field project management and construction, driven piling, steel sheet piling, formwork, critical lifts, cast in place concrete, precast concrete erection, crane operation, dredging, vibro-compaction, vibro- replacement, falsework and shoring, helical anchors, cofferdams, subcontractor coordination, marine equipment operation, heavy equipment operation, general carpentry and Surveying. Education: Bachelor of Science in Civil Engineering, Structural Analysis (Minor in Military Studies) DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy • , , „.J _ r • foundation company North Carolina State University, Raleigh,NC United States Army Engineer School, Engineer Officer Basic Course Ft. Leonardwood, Missouri Military Service: U.S. Army Corps of Engineers — Served four (4) years active duty; 3 years in A Company, 40th Engineer Battalion, 2nd Brigade Combat Team (Baumholder, Germany) and 1 year at Headquarters, U.S. European Command (Stuttgart, Germany). Honorably Discharged as a Captain (0-3) Licenses: Florida Board of Professional Engineers Certificate of Authorization, C.A. #30489 State of Florida Professional Engineer, License# 67266 State of Maryland Professional Engineer, License# 33345 North Carolina Board of Examiners, Engineering Intern, License#A-17534 Certifications & 30-Hour OSHA Training Course Training: 10-Hour OSHA Training Course 40-Hour EM 385-1-1 Hazard Recognition Course Standard First Aid Training, AED & CPR Courses Basic Flagger/MOT Training Course Basic Rigger& Signalperson Training Department of the Army SOC 40, Safety Officers Course (40-hr) Department of the Army HAZ 11, Hazardous Material Driver Training Course (40- hr) Employer Certified Lattice Boom Crawler Crane Operator(up to 150 tons) Employer Certified Hydraulic Crane Operator(up to 60 tons) AWS Certified Welder, Plate Unlimited,AASHTO/AWS D1.5, Cert#: 0601019W Scuba Schools International Open Water Diver Certification Maryland Certificate of Boating Safety Education Experience: Project Executive • Fleming Key Emergency Utility Bridge Repairs, Key West,Florida • Pier 66 South Marina Reconstruction, Ft. Lauderdale, Florida • Dinner Key Marina Launching Ramp, Coconut Grove,Florida • SFWMD S-333N Structure Replacement Cofferdam, Miami, Florida • Terminal Isle Fisher Island Ferry Terminal Construction, Miami Beach, Florida • Parcel 15 Bulkhead Rehabilitation, Fisher Island, Florida • FPL PFL Peaker Infrastructure Separation&MTHS Manatee Temporary Heating System, Davie, Florida • Key West Bight Ferry Terminal Pier Extension, Key West, Florida • MDX SR836 Emergency Fender Repairs, Miami, Florida • Palm Beach Town Docks Test Pile Program,Palm Beach, Florida • FPL Lauderdale Plant Units 4 & 5 Discharge Canal North/ South Bank Improvements, Davie, Florida DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsAR1 foundation company • SFWMD West Basin Storage Reservoir Project, S-470 Pump Station, Hendry County, Florida • SFWMD S-72 & S-75 Structure Refurbishment, Moore Haven, Florida • Design-build Reconstruction of Truman Annex/NOAA Seawall, Key West, Florida • Design-Build Replacement of Docks for FKNMS Key West, Key West, Florida • SFWMD L8 Dupuis Culverts Replacement, Palm Beach County,Florida • Parcel 8 Emergency Bulkhead Stabilization, Fisher Island, Florida • Port Miami New North Cruise Berth 7 Cruise Terminal A, Development Project Phase I and II, Miami-Dade, Florida • Port Miami Gantry Crane Rail Waterside Repairs, Miami-Dade, Florida • Port Miami North Cruise Berths 1-6 Scouring Repairs, Miami-Dade, Florida • Central District Wastewater Treatment Plant Pump Station Cofferdam and Piling Installation, Virginia Key, Miami, Florida • Turnberry Marina Demolition and Reconstruction, Sunny Isles, Florida • Fisher Island Commercial Terminal Isle Seawall Restoration,Miami Beach, Florida • North Bay Road Pedestrian Emergency Bridge, City of Sunny Isles Beach, Florida • The Museum Parking Garage Foundation,Miami, Florida • 700 Edgewater Seawall Restoration, Miami,Florida • University of Miami Pedestrian Bridge, Miami, Florida • Curtis Park Boat Ramp Rehabilitation, Miami, Florida • C-44 Reservoir/ STA Project, S-401 Pump Station, Indiantown, Florida • Area 2 (Bays 177-183) Construction of Seawall,Port Miami, Florida Experience: Project Executive (CONT.) • Port of Miami Tunnel Access Improvements (FDOT Bridge# 874089), Dodge Island Bridge, -Port Miami, Florida • S-129, S-131, S-133 and S-135 Trash Rake and Access Bridge Rehabilitation, Okeechobee, Florida • USACOE Herbert Hoover Dike Culverts 3 & 4A Rehabilitation, South Bay, Florida • USACOE Herbert Hoover Dike Culverts IP-3 Rehabilitation, Palm Beach, Florida • USACOE Herbert Hoover Dike Culverts IP-2 and IP-1 Rehabilitation, Glades County, Florida • USACOE Herbert Hoover Dike Culverts 10A Rehabilitation, Clewiston, Florida • USACOE Herbert Hoover Dike Culverts 2 & 12A Rehabilitation, Clewiston, Florida DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy foundation company • USACOE Herbert Hoover Dike Culverts 8 & 13 Rehabilitation, Okeechobee, Florida • USACOE Herbert Hoover Dike Culverts 11 & 16 Rehabilitation, Port Mayaca, Florida • Herbert Hoover Dike Culverts 1 & lA Rehabilitation, Moore Haven, Florida • FPL PPE Intake Culvert Rehabilitation,Port Everglades, Florida • South Pointe Pier Reconstruction, Miami Beach, Florida • FPL PPE Discharge Canal Bulkhead,Port Everglades, Florida • SW North River Drive Seawall, Miami,Florida • Bulkhead 497 Reconstruction,Key West, Florida • Tarpon Pier Reconstruction, Key West, Florida • Design-Build Services for Seawall Stabilization at Museum Park,Miami, Florida • FPL Pipe Bridge& Seawall Stabilization, Davie, Florida • Arch Creek Pedestrian Bridges,North Miami, Florida Project Manager • Design Build Parcel 7 Bulkhead Reconstruction, Fisher Island, Florida • Design Build Parcel 7 Auxiliary Ferry Ramp Reconstruction, Fisher Island, Florida • MDT Acoustical Barrier Replacement—Phase 2—Removal, Miami Dade, Florida • Area N Microtunneling Cofferdams, Miami Dade, Florida • Lift Station 87 Phase II Structure Replacement Cofferdam, Sarasota, Florida • Mallory Square Emergency Cruise Ship Dolphin Repair,Key West, Florida • RMK Merrill Stevens North Yard Ship Lift Reconstruction, Miami, Florida • Lift Station 87 Microtunneling Cofferdams, Sarasota, Florida • S-164 Structure Replacement, Cocoa,Florida • Venetian Causeway Bridge Rehabilitation (Bridge#874459), Miami,Florida • Hurricane Sandy Waterfront Repairs,US Naval Base, Guantanamo Bay, Cuba • Design Build Services for SR836 Operational, Capacity and Interchange Improvements (FDOT Bridge# 870136, 870289, 870137, 870290, 870138, 870291, 870139, 870292, 870140, 870293, 870141, 870552, 870142, 870294, 870144, 870145, 870393, 870146, 870297, 870135, 870143), Miami,Florida • Tamiami Canal Swing Bridge Replacement(FDOT Bridge# 874019) & Comfort Canal Pedestrian Bridge Construction, Miami-Dade County, Florida • Master Pump Station No. 3, Miami, Florida • Flagstone Island Gardens Megayacht Facility, Miami, Florida • Fisher Island Bulkhead Reconstruction, Fisher Island, Florida • Pump Station S-650 Lakeside Ranch Cofferdam, Lakeside Ranch, Florida • Port Miami Wharves Strengthening Program, Port Miami, Florida DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy foundation company ■ I-595 Roadway Improvements Project, Seawall, Soundwalls, Cofferdams, and Bridge Construction (FDOT Bridge# 860560, Flyover Ramp N, 000026, 000105, 000107, 000122, 000123, 000111, 860475, 860421, 860384), Broward County, Florida Experience: Project Manager • Department of the Navy/Key West Pedestrian Bridge, Key West, Florida • City of Cocoa Water Transmission Main Microtunnel Cofferdams, Cocoa, Florida • Sunny Isles Bascule Bridge Rehabilitation, Sunny Isles, Florida • Hollywood Beach Seawall Replacement, Hollywood,Florida • Indian Key Dock Reconstruction, Islamorada, Florida Experience: Superintendent • Emergency Transit Bus Removal, Miami, Florida ■ Morgantown Coal Fire Power Plant Curtain Wall, Morgantown, Maryland • Baltimore Yacht Club Fuel Pier, Baltimore Maryland • Haul Road Bridge,Waldorf, Maryland • I-95 &I-695 Interchange,Kenwood Ave Bridge, Lillian Holt Drive Bridge, Baltimore, Maryland • 951 Fells Timber Pier Construction, Baltimore, Maryland • Oxford-Bellevue Ferry Dolphin Replacement, Easton, Maryland • Harborview Condominiums Pier Construction, Baltimore,Maryland DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy foundation company Bobby K. Brown Position: Estimator, Project Manager Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone (305) 325-0530 BBrown@ebsaryfoundationco.com Responsibility: Estimator and Project Manager of Land and Marine Based Heavy Highway, Bridge and Deep Foundation Construction Projects and Specialty Engineering Construction Projects with an emphasis on Deep Foundations, General Contracting and Design-Build. Responsible for estimating and management of projects from inception to completion; which includes, bidding and project procurement, proposals, prequalification, purchasing, subcontracting, submittals, scheduling, invoicing, cost control, equipment utilization, construction related design, project technical oversight, project coordination with owner, general contractor, engineer and subcontractor, permit and contract closure and punch list. Employment: Ebsary Foundation Company, Miami, FL — 4 years as Estimator and Project Manager. Work includes tracking bid opportunities, follow federal/municipal contract programs, attend bid meetings, analyze bid plans and specs, review permits, prepare cost estimates and bid packages, develop preliminary design plans for design build bids, negotiate contracts with sub-contractors and suppliers, manage and direct project development and progression, analyze risks, develop work plans with project team. PAC Comm Inc, Miami, FL — 2 years as a Project Estimator. Work includes tracking bid opportunities, follow federal/municipal contract programs, attend bid meetings, analyze bid plans and specs, review permits, prepare cost estimates and bid packages, develop preliminary design plans for design build bids, negotiate contracts with sub-contractors and suppliers, manage and direct project development and progression, analyze risks, develop work plans with project team. Education: Bachelor of Science in Construction Management Florida International University, Miami, FL Associates of Arts in Architecture Broward College, Davie, FL Licenses: Florida Certified General Contractor CGC 1523861 DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy foundation company p y Certifications & 30-Hour OSHA Training Course Training: 10-Hour OSHA Training Course US Army Corps of Engineers Quality Control Certification Standard First Aid Training, AED & CPR Courses Experience: Project Manager 4. Project Manager Reference 1 Name: Elysee Seawall 4.1. Owner: 700 Miami Partners LLC 4.2. Contact Info: Rick Schuerger,John Moriarty, Inc., tel.: (954) 920-8550, email: rscjierger@jmaf.net 4.3. Project Address: 700 N.E. 23`d ST. Miami,FL 33137 4.4. Project Description: —Demolition of existing bulkhead obstructions, furnish and install 130 wall foot steel sheet pile seawall with cast in place concrete cap. 4.5. Contract Amount& Completion Date: $ 247,274.00, completed April, 2017 4.6. Linear Footage: 130 4.7. Seawall Construction Type: steel sheet piles with concrete batter piles 5. Project Manager Reference 2 Name: Truman Annex Seawall 5.1. Owner: City of Key West 5.2. Contact Info: L. Kreed Howell, Construction Manager, City of Key West, tel.: (305) 809-3963, email: lhowell@cityofkeywest-fl.gov 5.3. Project Address:NOAA Research Center, Truman Annex Key West, FL 33040 5.4. Project Description: Design Build Services for Reconstruction of 350 feet of new anchored steel sheet pile Seawall for the Docking Facility at the NOAA facility in Key West 5.5. Contract Amount& Completion Date: $ 1,163,575, completed June, 2018 5.6. Linear Footage: 350 5.7. Seawall Construction Type: Steel sheet piles 6. Project Manager Reference 3 Name: 121 Marina Seawall. 6.1. Owner: Marina Inn Land LLC. 6.2. Contact Info: Thomas Gutierrez, tel.: (305) 438-7666, email: Tgutierrez@juneaucc.com 6.3. Project Address: 121 Beach Road Key Largo, FL 33037 6.4. Project Description: Remove Rock Seawall and replace with 425' Steel Sheet Pile Bulkhead. Work includes Riprap removal, Excavation, Furnish and Install Steel Sheet Pile Seawall with CIP Concrete Cap and Timber Fender Pile. 6.5. Contract Amount& Completion Date: $920,000.00, completed April, 2017 6.6. Linear Footage: 425 6.7. Seawall Construction Type: Steel sheet piles DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 foundation company (JAMES) MIKE GONZALEZ Position: Vice President of Operations Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone (305) 325-0530 mike@ebsaryfoundationco.com Responsibility: General Superintendent and Operations Manager of Land and Marine Based Heavy Highway, Bridge and Deep Foundation Construction Projects and Specialty Engineering Construction Projects with an emphasis on Deep Foundations. Responsible for Management and Supervision of all Field Operations and Company Personnel and Equipment; which includes, review of all company construction means and methods, direction of field management staff, scheduling manpower and resources, coordinating equipment utilization and maintenance, field personnel hiring and preconstruction preparation for all equipment, manpower and materials. Over 45 years combined experience specializing in deep foundations, bridge and marine construction. Employment: Ebsary Foundation Company, Miami, FL— 14 years as Company Vice President of Operations, 11 years as a Project Superintendent, 8 years as a Foreman, 2 years as a Pile driver Journeyman. Work included steel sheet piling and combi-walls, driven concrete, steel and timber pile, grouted soil anchors, tiebacks, cofferdams, anchor piling, augercast piling, secant and tangent walls, formwork, seawalls, falsework, demolition, cast in place concrete, tremie concrete, diver work, caissons, precast concrete, bridge erection, dredging, marine construction and crane and heavy equipment operation. Heavy Constructors, Miami, FL— 12 years as a Journeyman Piledriver and Diver. Work included pile driving, diving,bridge construction, cast-in-place concrete, steel sheet piling and marine construction. Certifications & Certified Journeyman Piledriver(Pile Drivers, Divers &Bridge Builders Local 1026) Training: OSHA 10 Hour Training Course OSHA 30 Hour Training Course Standard First Aid Training, AED &CPR Courses Flagger Training Course Basic Rigger& Signalperson Training AWS Certified 3G Welder DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBSARY foundation company p Trench Safety Training Driver Training Experience: Superintendent • (Bridge# 870637)NW 42nd Avenue over Little River Canal—Hialeah, Florida • (Bridge # 870716, 870716, 870717, 870719) Okeechobee Road at NW 74th Street and W 12th Avenue—Hialeah, Florida • (Bridge# 870181, 870392) SW 216 Street at Turnpike—Homestead, Florida • Turkey Point Nuclear Power Plant Bridge—Homestead, Florida • (Bridge# 870558) SR 826—Miami, Florida • (Bridge 871714, 870716, 870717, 870719) FEC Railroad—Miami, Florida • Avitar Bridge—Hallandale Beach, Florida • (Bridge# 874303)Blue Rd/SW 48th Street—Coral Gables, Florida • (Bridge # 875803) — West 16th Avenue over little River Canal — Hialeah, Florida • US 1 @ SW 15th Avenue Pedestrian Bridge—Miami, Florida • NW 62nd Street @ I-95 Pedestrian Bridge—Miami, Florida • Little River @ 2nd Avenue Pedestrian Bridge—Miami, Florida • Miami Metrorail Superstructure—Miami, Florida • Miami Metro Mover Foundations—Miami,Florida • La Posada Bridge—West Palm Beach, Florida • Spring Tree Golf Couse Golf Cart Bridge—Sunrise, Florida • Johnson&Wales University Pedestrian Bridge—North Miami,Florida • Lauderdale Lakes Condo Pedestrian Bridge—Ft. Lauderdale, Florida • Lake Villa Pedestrian Bridge—Key Biscayne, Florida • United States Coast Guard Bridge @ Miami Beach Station — Miami Beach, Florida • (Bridge# 874181)NE 2nd Avenue Bridge -Miami, Florida DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy foundation company p JAVIER ALONSO Position: Corporate Safety Manager Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone: (305) 747-4514 x117 jalonso@ebsaryfoundationco.com Responsibility: Safety Manager of Land and Marine Based Heavy Highway, Bridge and Deep Foundation Construction Projects; with an emphasis on Deep Foundations and General Contracting. Responsible for providing companywide safety management to include, critical lift plans, site specific safety plans, safety training, equipment inspections, environmental safety plans and company safety audits and inspections. Employment: Ebsary Foundation Company — Miami, FL — Safety Manager for 1 year. Work included driven piling, augercast piling, seawalls and bulkheads, combi-walls, diver work, sheet piling, shoring, anchor walls, tremie seals, cofferdams, anchor piling, excavation, bridge construction, precast concrete, site work, demolition, drainage and utility work,paving, cast in place concrete and General Contracting. Roadway Construction—Miami, FL— 1 years as Corporate Safety Manager. Work included Heavy Highway and Civil Construction Safety & Risk Consultant — Miami, FL — 3 years Independent Construction Insurance Broker The deMoya Group Inc. — Miami, FL — 1 years as Corporate Safety Manager. Work included Heavy Highway, Bridge and Civil Construction Signal Group Inc. —Jupiter, FL—2 years as Corporate Risk Assessment and Safety Manager. Work included Heavy Highway, Electrical and Heavy Civil Construction Condotte America, Inc. — Miami, FL — 10 years as Corporate Safety Manager. Work included Heavy Highway, Bridge and Civil Construction Education: Criminal Justice—Institute Security Technology Welding—Robert Morgan Vocational School High School—Southwest Miami Senior High School Certifications & 30-Hour OSHA Training DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBSARY , , „ M•r"4{C ,.• .. .. ... _ ..,. foundation company Trainings: Managing Crane Safety Training OSHA 500 HAZWOPER 24 Troxler Nuclear Gauge Safety Training Program OSHA 501 Construction OTI Instructor Qualified Storm Water Management Inspector Mobile Crane Inspector 811 Underground Utilities Locate Training S.A.O -FDOT Training D.O.T Fleet Management Compliance Training Construction Risk Insurance Specialist(CRIS) Workers Compensation Compliance Training IMSA Level 2 Training Adult CPR Emergency First Aid,Blood borne Pathogens & Cognitive A.E.D. Skills Florida Advanced Work Zone Training Railway Worker Protection Training The Essentials of OSHA Compliance Training DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy foundation company RICHARD C. VARNEY Position: General Superintendent Ebsary Foundation Company 2154 N.W.North River Drive Miami, Florida 33125 Phone (305) 325-0530 rvarney@ebsaryfoundationco.com Responsibility: Superintendent of Land and Marine Based Heavy Highway, Bridge and Deep Foundation Construction Projects and Specialty Engineering Construction Projects with an emphasis on Deep Foundations and General Contracting. Responsible for management and supervision of all jobsite construction activities; which include, construction means and methods, direction of field staff, scheduling manpower and resources, coordinating deliveries, equipment utilization and maintenance, construction layout, quality assurance, progress reports and daily logs, timesheets, installation logs, safety reports and toolbox safety meetings. Over 30 years combined experience specializing in deep foundations, bridge and marine construction. Employment: Ebsary Foundation Company, Miami, FL — 7 years as a Heavy Highway, Bridge and Marine Construction Superintendent. Work included drilled shafts, steel sheet piling and combi-walls, driven concrete, steel and timber pile, precast soundwalls, grouted soil anchors, tiebacks, cofferdams, falsework, formwork, augercast piling, seawalls, falsework, cast in place concrete, tremie concrete, caissons, fabrication, site work and excavation, dredging, diver work, tugboat operation, girder erection, bridge and marine construction. Callaway Marine Technologies, Boca Raton, FL — 1.5 years as Project Superintendent for heavy marine construction projects. Worked on projects with USACE and SFWMD; primary responsibilities included project supervision, pile driving, diving,tug operation. Trio Development, Pompano Beach, FL — 7 years as Project Superintendent for heavy marine construction projects. Worked on Storm water and sewer pumping station projects; responsibilities included project supervision, crane and heavy equipment operation, diving, welding, structural concrete and steel installed engineered piping and pumps Moby Marine (Calloway Marine Technologies), Ft. Pierce, FL — 3 years as Project Superintendent / Diver for heavy marine construction projects. Worked on DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy foundation company y artificial reef placement, rock jetty construction and underwater pipe placement and inspection; responsibilities included supervision, crane and heavy equipment operation and diving. Lanzo Construction, Deerfield Beach, FL — 3 years as Diving Supervisor and Pipe Laying Superintendent for underwater pipe repair projects. Worked on 72" Crossbay sewer pipe rehabilitation, 120" sewer outfall construction and underwater pipe inspection and repairs. Responsibilities included supervision, heavy equipment operation, sheet pile and diving. United Gunite, Florence, AL — 1 year as Assistant Superintendent for the Tampa Old Skyway Bridge and Fishing Pier Rehabilitation. L.C. Boggs Marine Construction, Hollywood, FL — 2 years as Crane Operator, Diver and Pile Foreman for Heavy Marine and Highway Projects. Responsible for sheet pile, underwater pipelines, concrete retaining walls and bridge construction. Licenses &: 30-Hour OSHA Training Course Training: 10-Hour OSHA Training Course AED & CPR, First Aid CCO Crane Certification up to 300 ton Certified Master diver ASE Certified Diesel Mechanic AWS D1.1 Certified Welder Certified Rigger and Signalman Certified Pilot Escort and Flagger Confined Space Entry Supervisor NUCA Certified Competent Person Master of Towing Vessels with 100 ton Master Captain Graduate of the Association of Building Contractors Carpentry School Experience: Superintendent • North Bay Road Pedestrian Emergency Bridge, City of Sunny Isles Beach, Florida • Area 2 (Bays 177-183) Construction of Seawall, Port Miami, Florida • Three Islands Blvd Bridge over Desoto Waterway, Hollywood,Florida • (Bridge#890003 Repair) Roosevelt Bridge, Martin County, Florida • (Bridge# 139003, 159008) Skyway Fishing Pier, Tampa Bay, Florida • (Bridge # 870771, 870772) MacArthur Causeway EB & WB over Intracoastal Waterway, Miami, Florida • (Bridge # 930370) SR 804 E Ocean Avenue over Intracoastal Waterway, Pam Beach, Florida DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy foundation company • FPL Pipe Bridge Replacement, Davie,Florida • Arch Creek Pedestrian Bridge Replacement,Aventura, Florida • Herbert Hoover Dike Culverts 1 & 1A Replacement, Moore Haven, Florida • South Pointe Pier Replacement,Miami Beach, Florida • Island Gardens Megayacht Facility, Miami, Florida • S-164 Structure Replacement, Cocoa,Florida • North Bay Road Pedestrian Emergency Bridge, City of Sunny Isles Beach, Florida DocuSign Envelope ID:67D056CA-075C-4372-6624-629952FEF328 EBsARy foundation company ESMIL CANET Position: Superintendent Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone: (305) 325-0530 ecanet@ebsaryfoundationco.corn Responsibility: Superintendent of Land and Marine Based Heavy Highway, Bridge and Deep Foundation Construction Projects and Specialty Engineering Construction Projects with an emphasis on Deep Foundations and General Contracting. Responsible for management and supervision of all jobsite construction activities; which include, construction means and methods, direction of field staff, scheduling manpower and resources, coordinating deliveries, equipment utilization and maintenance, construction layout, quality assurance, progress reports and daily logs, timesheets, installation logs, safety reports and toolbox safety meetings. Over 19 years combined experience specializing in deep foundations, bridge and marine construction. Employment: Ebsary Foundation Company, Miami, Florida — 8 years as a Heavy Highway, Bridge and Marine Construction Superintendent. Work included drilled shafts, steel sheet piling and combi-walls, driven concrete, steel and timber pile, grouted soil anchors, tiebacks, cofferdams, augercast piling, seawalls, falsework, cast in place concrete, caissons, fabrication, site work and excavation, formwork, demolition, dredging, diver work, bridge and marine construction. Dragados, USA, Coral Gables, Florida — 2 years as a Bridge Superintendent. Worked on the I-595 Roadway Widening Project, responsible for prestressed concrete pile driving, steel sheet piling, concrete forming, placement and finishing, bridge construction, lattice boom crawler crane operation and hydraulic crane operation. Construct Group Corp., Miami, Florida — 2 years as a Bridge Superintendent. Work included concrete pile driving, steel sheet piling, concrete forming, placement and finishing, bridge construction, lattice boom crawler crane operation and hydraulic crane operation. APAC Southeast, Miami, Florida — 3 years as a Bridge Superintendent. Work included prestressed concrete pile driving, steel sheet piling, concrete forming, placement and finishing, bridge construction, lattice boom crawler crane operation and hydraulic crane operation. DocuSign Envelope ID:67D056CA-075C-4372-8624-629952FEF328 EBsARy foundation company p Kiewit Southern, Miami, Florida - 8 years as a Bridge Foreman. Work included prestressed concrete pile driving, steel sheet piling, concrete forming, placement and finishing, bridge construction, lattice boom crawler crane operation and hydraulic crane operation. Certifications & Certified Heavy Equipment Operator Training: Certified Aerial Platform Operator OSHA 30 Hour Training Course Standard First Aid Training, AED & CPR Courses Basic Rigger& Signalperson Training Experience: Superintendent • Design Build Services for SR836 Operational, Capacity and Interchange Improvements (Bridge# 870136, 870289, 870137, 870290, 870138, 870291, 870139, 870292, 870140, 870293, 870141, 870552, 870142, 870294, 870144, 870145, 870393, 870146, 870297, 870135, 870143) • Venetian Causeway Bridge Rehabilitation (Bridge#874459), Miami, Florida • Herbert Hoover Dike Culverts 2 & 12A Rehabilitation, Clewiston, Florida • Herbert Hoover Dike Culverts 11 & 16 Rehabilitation, Port Mayaca, Florida • Area 2 (Bays 177-183) Construction of Seawall, Port Miami, Florida • Island Gardens Megayacht Facility, Miami, Florida • Port Miami Wharves Strengthening Program,Port Miami,Florida • Removal of Existing Catwalks at Rickenbacker Causeway Bear Cut Bridge, Key Biscayne, Florida • Pedestrian Bridges over SR 826 at Coral Way and Bird Road,Miami, Florida • Orange Line Metrorail Superstructure Segments,Miami, Florida • Port of Miami Tunnel Access Improvements, Dodge Island Bridge (Bridge # 874089),Miami, Florida • I-595 Bridge Overpasses for Express Lanes at NW 136th Avenue (Bridge# 860384),Flamingo Road (Bridges# 860368, 860369), Hiatus Road (Bridges# 860370, 860371),Nob Hill Road (Bridges# 860359, 860360),Pine Island Drive (Bridge# 860358),University Drive (Bridge# 860392), Davie Road (Bridge# 860378, 860379) and SR 84 Canal (Bridge# 860390), Broward County, Florida • Turnpike Interchange, and I-595 and I-95 Interchange-Broward County, Florida Bridge Foreman • 5th Street Bascule Bridge (Bridge# 870990), Miami, Florida • 12th Avenue Bascule Bridges (Bridge# 871005), Miami, Florida DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 EBsARy `.. mminime_mmenammansmessisimmiszeummemememmitmaninmsi_v_mm foundation company • MIA Airport Exits &Miami Intermodal Center Overpasses (Bridges# 874639, 874640, 874642, 874643, 874644, 874645, 874646, 874647, 874648), Miami, Florida • SR 826 Bridge Overpasses at Coral Way(Bridges# 870760, 870761, 870764, 870765) and 8th Street(Bridges# 870267, 870112, 870154, 870780, 870781, 871000),Miami, Florida • NW 74th Street at Okeechobee Blvd. (Bridges#870988, 870989), Hialeah, Florida • NW 25th Street Exit structure from SR 826 to Airport(Bridge# 874240), Miami, Florida DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 ATTACHMENT D INSURANCE REQUIREMENTS DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov REVISED Insurance Requirements TYPE 10 — CONSTRUCTION W/O DESIGN AND PROFESSIONAL SERVICES INSURANCE REQUIREMENTS The Contractor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or termination of the contract. A. Workers' Compensation Insurance, including USL&H and Jones Act Coverage, for all employees of the Contractor as 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. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit. C. Automobile Liability Insurance covering any automobile, if Contractor has no owned automobiles, then coverage for hired and non-owned automobiles, with limit no less than $2,000,000 combined per accident for bodily injury and property damage. D. 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.) E. Umbrella Liability Insurance in an amount no less than $2,000,000 per occurrence. The umbrella coverage must be as broad as the primary General Liability coverage. F. 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. 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 31 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:67D056CA-075C-4372-B624-629952FEF328 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov 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 — Contractor 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(a�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 Contractor of his liability and obligation under this section or under any other section of this agreement. 32 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls