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Contract with David Mancini & Sons, Inc. DocuSign Envelope ID:0F11513E-78E4-4EOE-AODA-2B620A56CO2E 1 `1/Z-oz-0 CONTRACT THIS CONTRACT ("Contract") is made and entered into as of the 12day of NN"-t'tz 2020, by and between the City of Miami Beach, Florida, a municipal corporation (the "City") and DAVID MANCINI & SONS, INC., (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 attorneys 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E For City: Public Works Department 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Giancarlo Pena P.E., CGC. Civil Engineer Ill giancarlopenacmiamibeachfl.gov With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: David Mancini & Sons 3401 N. Miami Ave. Suite 213/214 Miami, FL 33127 Attn: David Mancini Jr. bids a(�dmsi.co DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 f—DocuSigned by: DocuSigned by: raft,(, arakta,� 11/12/2020 I 1:40 EST 5iookti A4 ii s Bv' "--NA eaeari aee. By: 28CA1 10'07o1os. Rafael E. &ranad'o, City Clerk Jimmy L. Morales, City Manager APPROVED AS TO FORM I LANGUAGE & FOR EXECUTION \,%`1.0 JO r,,,°•,,,, 44144\ /�_\ Z6 .• tit::\ `•t 1 [seal] ,� City� , \ -. .,o i yrs :_4 _ ATTEST: - ,•`• `�f ......v01 'c DAVID MANCINI & SONS,.INC. �e . ►, By: By: / 11.1 --/- Name: Name: David Mancini [seal] 2,4-nj- *:\ 44P ''...,..'...... •.'.<116-'\\.\\, i -'...: -,--,...y,fr!,,,'„:.. .....--).-\ , Q \ 9 :.INCORP IORATEDI 'i 7 -7▪ \ Ili I;4 0 il • •• -_ .••O .,.;� ,g(�/;..�•�.,......0)N, N,/ EXHIBIT A ITB 2020-125-An i_ _.... __..._--. .___ .._ __ _. - CONTRACTORS Bunnell Marine,LLC David Mancini 8 Sons,Inc Ebsary Foundation Kearns Construction Lambert Bros Shoreline Foundation,Inc. Item Description Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost 1 Mobilization and Demobilization 0'-10'Max Length. 5 3,500.00 $ 460,000.00 $ 26,00000 $ 100,000.00 5 50,000.00 5 21,600.00 2 Mobilization and Demobilization 71'-250'Max Length. 5 3,500.00 $ 675,000.00 $ 26,000.00 $ 125,000.00 5 75,000.00 $ 21,600.00 3 Mobilization and Demobilization Greater than 250'Length. $ 3,500.00 $ 880,000.00 $ 26,000.00 $ 150,000.00 5 75,00.00 $ 21,60000 4 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 0'-70'Max Length 5 35.00 5 64.00 $ 51.00 $ 69.00 S 44.00 5 33.00 s Furnish and Install Concrete Seawall Panel 10'Max Depth Section 71'-250'Max Length $ 35.00 $ 50.00 5 49.00 S 61.00 $ 38.00 $ 3200 6 Furnish and Install Concrete Seawall Panel 10'Max Depth Section Greater than 250'Length 5 35.00 $ 50.00 5 46.00 $ 60.00 5 36.80 S 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 $ 35.00 8,Furnish and Install Concrete Seawall Panel 14'Max Depth Section 71'-250'Max Length $ 55.00 $ 50.00 $ 47.00 S 65.00 $ 47.50 $ 34.00 9 Furnish and Install Concrete Seawall Panel 14'Max Depth Section Greater than 250'Length _5 55.00 $ 51.00 5 45.00 $ 63.00 5 46.00 $ 33.00 10 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-170)0-70'Max Length $ 38.00 $ 78.00 $ 38.00 $ 51.00 $ 92.00 5 37.00 11 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)71'-250'Max Length 5 38.00 5 78.00 $ 37.00 5 48.00 S 91.00 $ 36.00 12 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length S 38.00 $ 78.00 $ 37.00 S 48.00 $ 91.00 S 35.00 13 Furnish and Install 12'x 12'King Pile for Concrete Seawall 10'Max Depth Section 0'-70'Max Length 5 60.00 5 470.00 $ 106.00 $ 111.00 5 120.00 5 103.00 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 5 109.00 S 108.00 $ 98.00 1s Furnish and Install 12'x 12'King Pile for Concrete Seawall 10'Max Depth Section Greater than 250'Length $ 60.00 $ 435.00 5 106-00 $ 109.00 $ 100.00 $ 96.00 16 Furnish and Install 12'x 12'Batter Pile for Concrete Seawall 10'Max Depth Section 0'-70'Max Length $ 85.00 $ 543.00 $ 136.00 $ 160.00 5 150.00 $ 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 5 146.00 5 135.00 S 76.00 18 Furnish and install 12'x 12'Batter Pile for Concrete Seawall 10'Max Depth Section Greater than 250'Length S 85.00 S 460.00 $ 134.00 5 145.00 $ 125.00 $ 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 5 146.00 $ 195.00 $ 150.00 5 105.00 20 Furnish and Install 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section 71-250'Max Length 5 98.00 $ 436,000.00 5 138.00 $ 191.00 $ 135.00 $ 104.00 21 Furnish and Install 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section Greater than 250'Length 5 98.00 $ 460.00 $ 142.00 5 194.00 5 125.00 5 103.00 22 Furnish and Install 14'x 14'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 5 98.00 $ 462.00 $ 140.00 $ 188.00 5 168 75 $ 98.00 24 Furnish and Install 14'x 14'Batter Pile for Concrete Seawall 14'Max Depth Section Greater than 250'Length S 98.00 $ 460.00 $ 142.00 $ 186.00 $ 156.25 $ 9600 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 S 567.00 $ 146.00 $ 159.00 $ 187.50 S 10000 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 S 138.00 $ 154.00 $ 168.75 S 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 5 159.00 S 156.25 5 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 5 143.00 5 340.00 $ 243.75 $ 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 $ 81.00 $ 518.00 S 137.00 $ 294.00 S• 219 38 $ 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 5 81.00 5 515.00 $ 137.00 $ 232.00 5 203.13 S 130.00 31 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section 0'-70'Max Length 5 300.00 $ 411.00 5 473.00 $ 771.00 5 347.00 5 265.00 32 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section 71'-250'Max Length $ 300.00, $ 411.00 $ 450.00 $ 740.00 $ 340.00 5 26000 33 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section Greater than 250'Length $ 300.00 5 411.00 5 425.00 $ 733.00 $ 335.00 $ 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 5 265.00 35 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 71'-250'Max Length $ 300 00 5 411.00 $ 450.00 $ 780.00 $ 360.00 5 260.00 36 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section Greater than 250'Length 5 300.00 $ 411.00_$ 475.00 $ 767.00 5 355.00 $ 255.00 37 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14'x 14'Batter Piles 0'-70'Max Length 5 300.00 $ 411.00 5 467.00 $ 843.00 $ 513.00 $ 335.00_ 38 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile w114't 14'Batter Piles 71'-250'Max Length 5 300.00 $ 411.00 $ 444.00 $ 780.00 S 490.00 $ 330.00 39 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14'x 14'Batter Piles Greater than 250'Length S 300.00 $ 411.00 $ 420.00 $ 767.00 $ 475.00 $ 325.00 4o Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 16'x 16'Batter Piles 0'-70'Max Length $ 300.00 $ 411.00 5 467.00 $ 1,129.00 5 525.00 5 335.00 41 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 16't 16'Batter Piles 71'-250'Max Length S 300.00 $ 411.00 5 444.00 S 90000 $ 50000 5 330.00 42 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile w116'x 16'Batter Piles Greater than 250'Length $ 300.00 5 411.00 $ 420.00 S 867.00 5 495.00 5 325.00 43 Furnish and Install Concrete Seawall Outfall Pipe Penetration 5 2,500.00 S 23,000.00 S 13,000.00 5 17,000.00 5 4,000.00 S 7,850.00 44 Furnish and Install Steel Sheet Pile Seawall Outfall Pipe Penetration _ 5 2,500.00 $ 21,000.00_ S 15,000.00 5 19,500.00 $ 4,800.00 $ 15,250.00 44A Concrete Panel Knockout Area $ 8.00 $ 108.00 $ 5.00 5 84.00 5 25.00 $ 70.00 45 Furnish and Install#57 Stone 0'-70'Max Length $ 45.00 S 163.00 $ 88.00 5 145 00 $ 228.00 $ 45.00 46 Furnish and Install#57 Stone 71'-250'Max Length $ 45.00 5 163.00 5 88.00 5 129.00 5 216.00 5 45.00 47 Furnish and Install#57 Stone for Greater than 250'Length S 45.00 $ 163.00_$ 88 00 $ 129 00 5 216.00 $ 45.00 48 Furnish and Install Rubble Rip Rap 0'-70'Max Length $ 195.00 S 700.00 $ 13300 5 230.00 5 167.00 $ 112.00 49 Furnish and Install Rubble Rip Rap 71'-250'Max Length 5 195.00 5 700.00 $ 133.00 5 193.00 S 160.00 $ 112.00 l 50 Furnish and Install Rubble Rip Rap Greater than 250'Length $ 195.00 S 700.00 $ 133.00 S 192.00 S 160.00 $ 112.00 51 Furnish and Install Aluminum Pipe Guardrail 0'-70'Max Length 5 105.00 5 142.00 5 79.00 $ 140.00 S 175.00 $ 40.00 52 Furnish and Install Aluminum Pipe Guardrail 71'-250 Max Length 5 105.00 5 142.00 5 79.00 5 12000 S 155.00 S 40.00 53 Furnish and Install Aluminum Pipe Guardrail for Greater than 250'Max Length S 105.00, S 142.00 $ 79.00 5 90.00 5 150.00 5 40.00 54 Removal of Existing Seawall Cap 0'-70'Max Length _5 68.00_$ 56.00 5 125.00 $ 250.00 5 85.00+5 65.00 EXHIBIT A ITB 2020-125-Av 55 Removal of Existing Seawall Cap 71'-250'Max Length 5 68.00 $ 56.00 $ 125.00 $ 250.00 $ 80.00 $ 64.00 56 Removal of Existing Seawall Cap for Greater than 250'Length S 68.00 5 56.00 $ 125.00 5 250.00 $ 80.00 5 63.00 57 Removal of Existing Seawall Footing 0'-70'Max Length S 43.00 5 377.00 $ 220.00 $ 150.00 $ 250.00 5 152 00 58 Removal of Existing Seawall Footing 71'-250'Max Length $ 43.00 $ 386.00 $ 220.00 $ 150.00 $ 200.00 5 152.00 59 Removal of Existing Seawall Footing for Greater than 250'Length $ 43.00 5 386.00 S 220.00 S 150.00 $ 200.00 5 152.00 60 Excavation and removal of soil landside if necessary 0'-70'Max Length S 43.00 5 63.00 $ 100.00 $ 95.00 S 80.00 $ 41 50 61 Excavation and removal of soil landside if necessary 71'-250'Max Length $ 43,00 5 70.00 $ 100.00 $ 95.00 5 70.00 5 41.50 62 Excavation and removal of soil landside if necessary for Greater than 250'Length $ 43.00 5 71.00 $ 100.00 $ 94.00 $ 50.00 5 41.50 63 Backbit Material(clean sand)0'-70'Max Length 5 48.00 5 95.00 5 136.00 $ 100.00 S 140.00 $ 31.00 64 Backfill Material(clean sand)71'-250'Max Length S 49.00 S 75.00 5 136.00 $ 100.00 5 100.00 5 31.00 65 Sackett Material(clean sand)for Greater than 250'Length 5 48.00 5 82.00 5 136.00 $ 99.00 5 80.00 $ 31.00 66 Restoration of disturbed area 0'-70 Max Length $ 98.00 $ 63.00 $ 44.00 $ 78.00 5 20.00 5 47.50 67 Restoration of disturbed area 71'-250'Max Length S 98.00 S 41.00 S 44.00 $ 76.00 $ 16,00 $ 47.50 68 Restoration of disturbed area Greater than 250'Length _ S 80.00 $ 42.00 $ 44.00 $ 68.00 $ 14.00 $ 47.50 69 As-Built/Record Drawings/logs 0'-70 Max Length 5 1,500.00 $ 21,000.00 5 4,400.00 S 12,000.00 5 8,337.50 $ 4,500.00 70 As-Built/Record Drawings/logs 71'-250'Max Len,gth $ 1,500.00 $ 29,000.00 $ 4,400.00 $ 14,000.00 5 13,387.50 5 5,500.00 71 As-Built/Record Drawings/logs Greater than 250'Length S 2,500.00 5 36,000,00 5 4,400.00 5 16,000.00 5 17,706.25 $ 6,500.00 72 Silt fence and Turbidity barrier 0'-70 Max Length $ 15.00 S 23.00 S 14.00 $ 7.00 5 45.00 5 20.00 73 Silt fence and Turbidity barrier 71'-250'Max Length 5 15.00 $ 23,00 $ 14.00 5 6.00 5 30.00 $ 19.00 74 Silt fence and Turbidity barrier Greater than 250'Length 5 15.00 $ 23.00 $ 14.00 $ 6.00 5 25.00 5 18.00 75 ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT'(PER PROJECT AS APPLICABLE) 5 25.00 $ 25.00 5 25.00 5 25.00 $ 25.00 $ 25.00 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E EXHIBIT B: Service Order Form Service Order No. for services described herein TO: David Mancini & Sons, Inc PROJECT NAME: DATE: Pursuant to the agreement between the City of Miami Beach and David Mancini & Sons, Inc., 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E ATTACHMENT A COMMISSION AWARD MEMO DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 staff's 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?ItemID=188328,MeetingID=774 1/2 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 ❑ Attachment A https://miamibeach.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=188328,MeetinglD=774 2/2 • V ATTACHMENTA ITS 2020.125-AY BIDDERS Bunnell Marine,LLC David Mancini&Sons,Inc Ebsary Foundation Kearns Construction Lambert Bros Ric-Mawionc.Fusiou-• 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 $ 50000.00 ; X8,950..00 $ 21,600.00 2 Mobilization and Demobilization 71'-250'Max Length. $ 3,500.00 $ 675,000 00 S 26,000.00 $ 125,000.00 $ 75,000.00 $-42,470,00 5 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 5 60,,193.00 $ 21,600.00 4 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 0'-70'Max Length $ 35.00 $ 64.00 $ 51.00 $ 69.00 5 44.00 5 62m $ 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 5 62m $ 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 5 36.80 5 62:00 $ 31.00 7 Furnish and Install Concrete Seawall Panel 14'Max Depth Section 0'-70'Max Length $ 55.00 $ 64.00 $ 50.00 5 75.00 $ 55.00 5 76:00 $ 35.00 8 Furnish and Install Concrete Seawall Panel 14'Max Depth Section 71'-250'Max Length $ 55.00 $ 50.00 $ 47.00 $ 65.00 $ 47.50 .$---7.5.00 $ 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 $ 76:00 $ 33.00 10 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70'Max Length 5 38.00 $ 78.00 $ 38.00 $ 51.00 $ 92.00 $ 43.00 $ 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 5 41:00 $ 36.00 12 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length $ 38.00 S 78.00 $ 37.00 $ 48.00 $ 91.00 S p1.00 5 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 S 106.00 $ 111.00 $ 120.00 5 89m 5 103.00 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 $ 8200 $ 98.00 15 Furnish and Install 12'x 12'King Pile for Concrete Seawall 10'Max Depth Section Greater than 250'Length $ 60.00 $ 435.00 $ 106.00 $ 109.00 $ 100.00 $ 8360 $ 96.00 16 Furnish and Install 12'x 12'Batter Pile for Concrete Seawall 10'Max Depth Section 0'-70'Max Length $ 85.00 5 543.00 $ 136.00 $ 160.00 $ 150.00 5 022.00 $ 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 S 130.00 5 146.00 $ 135.00 S 188.00 $ 76.00 18 Furnish and Install 12'x 12'Batter 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 5 110.00 $ 105.00 20 Furnish and Install 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section 71'-250'Max Length 5 98.00 $ 436,000.00 $ 138.00 $ 191.00 $ 135.00 5 101.00 $ 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 0---99,00 $ 103.00 22 Furnish and Install 14"x 14'Batter Pile for Concrete Seawall 14'Max Depth Section 0'-70'Max Length $ 98.00 $ 567.00 $ 145.00 $ 195.00 $ 187.50 5 14240 $ 100.00 23 Furnish and Install 14"x 14'Batter Pile for Concrete Seawall 14'Max Depth Section 71'-250'Max Length 5 98.00 $ 462.00 $ 140.00 $ 188.00 $ 168.75 $ 128...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 5 106..00 5 100.00 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 5 168.75 5 98.00 $ 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 $ 71.00 $ 460.00 $ 142.00 $ 159.00 5 156.25 5 98:00 $ 96.00 28 Furnish and Install 18'x 18'Batter Pile for Steel Sheet Pie(NZ 14 or AZ 14-770)0'-70'Max Length 5 81.00 $ 623.00 $ 143.00 $ 340.00 $ 243.75 $ 167.00 $ 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 $ 81.00 $ 518.00 $ 137.00 $ 294.00 $ 219.38 6 161.00 $ 130.00 30 Furnish and Install 18'x 18"Batter Pile for Steel Sheet Pie(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 0--------534:00 $ 265.00 32 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section 71'-250'Max Length $ 300.00 $ 411.00 $ 450.00 $ 740.00 $ 340.00 $ 498;m $ 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 $ 498.00 $ 255.00 34 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 0'-70'Max Length S 300.00 $ 411.00 $ 475.00 $ 843.00 S 367.00 $---03.3,00 $ 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 $ 498;0 $ 260.00 36 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section Greater than 250'Length $ 300.00 $ 411.00 $ 475.00 $ 767.00 $ 355.00 0 49"0.00 $ 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 $ 843.00 $ 513.00 0 615.00 $ 335.00 38 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile w/14"x 14'Batter Piles 71'-250'Max Length $ 300.00 $ 411.00 $ 444.00 $ 780.00 $ 490.00 0 658,00 $ 330.00 39 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14"x 14"Batter Piles Greater than 250'Length $ 300.00 $ 411.00 $ 420.00 $ 767.00 $ 475.00 5 `38.00 $ 325.00 40 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile w/16"x 16"Batter Piles 0'-70'Max Length S 300.00 $ 411.00 $ 467.00 $ 1,129.00 5 525.00 $ C19.00 $ 335.00 41 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 16"x 16"Batter Piles 71'-250'Max Length $ 300.00 $ 411.00 $ 444.00 $ 900.00 $ 500.00 0---009,03 $ 330.00 42 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 16'x 16"Batter Piles Greater than 250'Length $ 300.00 $ 411.00 $ 420.00 $ 867.00 5 495.00 59.80 $ 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 0---144.76,00 5 7,850.00 44 Furnish and Install Steel Sheet Pile Seawall Outfall Pipe Penetration S 2,500.00 $ 21,000.00 $ 15,000.00 $ 19,500.00 5 4,800.00 5 14,223.00 $ 15,250.00 44A Concrete Panel Knockout Area $ 8.00 $ 108.00 $ 5.00 S 84.00 $ 25.00 0------59,00 $ 70.00 45 Furnish and Install#57 Stone 0'-70'Max Length $ 45.00 $ 163.00 $ 88.00 $ 145.00 $ 228.00 559.00 $ 45.00 46 Furnish and Install#57 Stone 71'-250'Max Length $ 45.00 $ 163.00 $ 88.00 $ 129.00 $ 216.00 S 57.00 $ 45.00 47 Furnish and Install#57 Stone for Greater than 250'Length $ 45.00 $ 163.00 $ 88.00 $ 129.00 $ 216.00 0---&&00 $ 45.00 48 Furnish and Install Rubble Rip Rap 0-70'Max Length $ 195.00 $ 700.00 $ 133.00 $ 230.00 $ 167.00 S 243.00 $ 112.00 49 Furnish and Install Rubble Rip Rap 71'-250'Max Length $ 195.00 5 700.00 $ 133.00 $ 193.00 $ 160.00 5------24300 $ 112.00 50 Furnish and Install Rubble Rip Rap Greater than 250'Length S 195.00 5 700.00 5 133.00 5 192.00 $ 160.00 $ 243.08 $ 112.00 so Furnish and Install Aluminum Pipe Guardrail 0'-70'Max Length $ 105.00 $ 142.00 5 79.00 5 140.00 $ 175.00 $ 44.00 $ 40.00 52 Furnish and Install Aluminum Pipe Guardrail 71'-250'Max Length $ 105.00 $ 142.00 $ 79.00 $ 120.00 5 155.00 ; 3900 $ 40.00 53 Furnish and Install Aluminum Pipe Guardrail for Greater than 250'Max Length $ 105.00 $ 142.00 $ 79.00 $ 90.00 $ 150.00 $ 38.80 $ 40.00 54 Removal of Existing Seawall Cap 0'-70'Max Length $ 68.00 $ 56.00 S 125.00 $ 250.00 $ 85.00 S 173.00 $ 65.00 55 Removal of Existing Seawall Cap 71'-250'Max Length $ 66.00 $ 56.00 $ 125.00 $ 250.00 $ 80.00 ; 173.00 5 64.00 56 Removal of Existing Seawall Cap for Greater than 250'Length S 60.00 $ 56.00 $ 125.00 $ 250.00 5 80.00 $ 173.00 $ 63.00 57 Removal of Existing Seawall Footing 0'-70'Max Length $ 43.00 $ 377.00 $ 220.00 $ 150.00 5 250.00 $ 173.00 $ 152.00 58 Removal of Existing Seawall Footing 71'-250'Max Length $ 43.00 $ 386.00 5 220.00 $ 150.00 $ 200.00 $ 173,00 $ 152.00 59 Removal of Existing Seawall Footing for Greater than 250'Length $ 43.00 $ 386.00 $ 220.00 $ 150.00 $ 200.00 $ 173,00 5 152.00 ATTACHMENT A ITB 2020-125-AY 60 Excavation and removal of soil landside if necessary 0'-70'Max Length $ 43.00 $ 63.00 $ 100.00 $ 95.00 $ 80.00 $ 25..00 $ 41.50 61 Excavation and removal of soil landside if necessary 71'-250'Max Length $ 43.00 $ 70.00 $ 100.00 $ 95.00 $ 70.00 $ 28.00 $ 41.50 62 Excavation and removal of soil landside if necessary for Greater than 250'Length $ 43.00 $ 71.00 $ 100.00 $ 94.00 $ 50.00 5 $ 41.50 63 Backfill Material(clean sand)0'-70'Max Length 5 48.00 $ 95.00 $ 136.00 $ 100.00 $ 140.00 $ 551.00 $ 31.00 64 Backfill Material(clean sand)71'-250'Max Length 5 48.00 $ 75.00 $ 136.00 $ 100.00 $ 100.00 $ 50.09 $ 31.00 65 Backfill Material(clean sand)for Greater than 250'Length $ 48.00 $ 82.00 $ 136.00 $ 99.00 $ 80.00 6-50,00 $ 31.00 66 Restoration of disturbed area 0'-70 Max Length $ 98.00 S 63.00 $ 44.00 $ 78.00 $ 20.00 $ 40.00 $ 47.50 67 Restoration of disturbed area 71'-250'Max Length 5 98.00 $ 41.00 $ 44.00 $ 76.00 $ 16.00 S 44.90 $ 47.50 68 Restoration of disturbed area Greater than 250'Length 5 80.00 $ 42.00 $ 44.00 $ 68.00 $ 14.00 $ 44:90 $ 47.50 69 As-Built/Record Drawings/logs 0'-70 Max Length 5 1,500.00 $ 21,000.00 $ 4,400.00 $ 12,000.00 $ 8,337.50 S 2,92.0000 $ 4,500.00 70 As-Built/Record Drawings/logs 71'-250'Max Length 5 1,500.00 $ 29,000.00 $ 4,400.00 $ 14,00000 $ 13,387.50 $ 4,175,90 $ 5,500.00 71 As-BuiltlRecord Drawings/logs Greater than 250'Length 5 2,500.00 $ 36,000.00 $ 4,400.00 $ 16,000.00 $ 17,706.25 $ 5,96100 $ 6,500.00 72 Silt fence and Turbidity barrier 0'-70 Max Length 5 15.00 $ 23.00 $ 14.00 $ 7.00 $ 45.00 $ 19.00 S 20.00 73 Silt fence and Turbidity barrier 71'-250'Max Length 5 15.00 $ 23.00 $ 14.00 $ 6.00 $ 30.00 $ 19.00 $ 19.00 74 Silt fence and Turbidity barrier Greater than 250'Length 5 15.00 $ 23.00 $ 14.00 $ 6.00 $ 25.00 S 19m $ 18.00 75 ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT"(PER PROJECT AS APPLICABLE) S 25.00 25 $ 25.00 5 25.00 $ 25.00 $ 25.09 $ 25.00 'Deemed nonresponsive for failure to comply with minimum requirements therefore received no further consideration. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E ATTACHMENT B ADDENDA AND ITB SOLICITATION DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I 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 1 ADDENDUM NO.3V INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E MIAMI B EAC 1-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov item, or through any other contracting/procurement 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. 06: 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" —21 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSgn Envelope ID:OF11513E-78E4-4EDE-AODA-2B620A56CO2E M I AM I 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? Al0: 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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY I Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AMI BEACH 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. 031: 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E MIAMI BEACH 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 = 109days. 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I B EACH 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 ADDD INVITATIONENUM TONO.B3IID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EDE-AODA-2B620A56CO2E M I A M I BEAC H 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 / 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 052: 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). ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E M I /\IV\ I BE1Ac H 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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I B EACH 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I BEi\ I-I 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, 1 I. Alex D is Proc ent Director 13 1 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E /\/\ IAMI BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3'd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT A: Seawall Map 14 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E MIAMI B EAC I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT B: CMB Standard Seawall Details 15 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I BEACI-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT C. Standard Detail 18-20 Manatee Grait 5 s ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E t' '\ I A M I B E AC H 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I BEAc21—I 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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I A M I B E AC 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 1 M Unit Cost (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 LS Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section 0'-70' 7-0 4 Max Length 700 SF Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section 71'-250' 258 5 Max Length 2500 SF Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section Greater 300 6 than 250' Length 3000 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section 0'-70' 7-0 LF 7 Max Length _ 700 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section 71'-250' 2-50 8 Max Length 2500 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section Greater 300 LF 9 than 250' Length _ 3000 SF - .11.9ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E 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_Unit_Cost) Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770)0'-70' Max 70 LE 10 Length 2450 SF Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) 71'-250' Max 250 11 Length 8750 s Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) Greater than 300 LE 12 250' Length 10500 SF Furnish and Install 12"x 12" King Pile $ $ for Concrete Seawall 10' Max Depth 8 EA 13 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 EA 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 17 Depth Section 71'-250' Max Length 650 €F 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 EA 20 Section 71'-250' Max Length 650 LF Furnish and Install 14"x 14"King Pile $ $ for Concrete Seawall 14' Max Depth 34 21 Section Greater than 250' Length 750 LEAF Furnish and Install 14"x 14"Batter $ $ Pile for Concrete Seawall 14' Max 8 EA 22 Depth Section 0'-70' Max Length 200 LF 20 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I /\tv\ I BE1 : F-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 14" x 14" Batter $ $ Pile for Concrete Seawall 14' Max 26 EA 23 Depth Section 71'-250' Max Length 650 LF Furnish and Install 14"x 14" Batter $ $ Pile for Concrete Seawall 14' Max Depth Section Greater than 250' 34 €A 24 Length 750 LF Furnish and Install 14"x 14" Batter $ $ Pile for Steel Sheet Pile (NZ 14 or AZ 8 EA 25 14-770) 0'-70' Max Length 280 LF Furnish and Install 14" x 14" Batter $ $ 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 $ $ Pile for Steel Sheet Pile (NZ 14 or AZ 34 EA 27 14-770) Greater than 250' Length 1050 LF Furnish and Install 16"x 16"Batter $ $ Pile for Steel Sheet 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 Furnish and Install 16" x 16" Batter $ $ Pile for Steel Sheet Pile(NZ 11 or AZ 1/1 770) 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 $ $ 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 A 30 14-770) Greater than 250' Length 1050 EA 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 21ADDENDUM NO.3 I INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 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 wl 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 wl 16"x 16" 40 Batter Piles 0'-70' Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile wl 16"x 16" 41 Batter Piles 71'-250' Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile wl 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 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AMI 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 (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 LF 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E M I AMI B EAC I-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) 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E tv'\ I A M I B E AC 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 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E M I A M I BE1AI-I 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AMI B E AC I-I 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I B EACH 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:OF11513E-78E4-4EOE-AODA-26620A56CO2E 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 1, 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 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I A M I B E Ac H PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT G. Revised Insurance Requirements ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AMI 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EDE-AODA-2B620A56CO2E M I AM I B EACH 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 c/o 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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-ADDA-2B620A56CO2E MIAMI BEACH 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 Iii 1I:[.Is]I��Il [eyt1.U1�>`I'ill �I�JIII Is .]>•If_AI►I l*1 ']�F 1*I(.I.luJ 1i[sP►��:7X�3�►�I*1 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. .erely, a lex D:nis Procur-ment Director ADDENDUM NO.2 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I BEACF-I 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. ti Is]:l�:[ds]'�Il [c1_1'1'] ►t i1u11'�I''ll I�dS]►I fcNI►1:1*1.]►E•1*1(shili*1liI'1 Ei:1��k'1�� 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 ( ). 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 I 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 i Email: arjuyudasto(a miamibeachfl.gov DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 rafaelgranadomiamibeachfl.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: n 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. Z 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 arjuyudasto(a,miamibeachfl.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 Shall not apply. Dade County, as applicable, to perform the work,to be considered for award. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 n Shall apply. Beach, Florida. Shall not apply. Failure to include the bid bond WITH THE BID shall result in the bid being deemed non- res'onsive and not bein. 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 n Shall apply. benefit payments to be used in implementation of this article shall be those last published by DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E ® 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:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach c/o EXIGIS Insurance Compliance Services. Waiver of Subrogation—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:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 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 ftem Description Quantity U/M Unit Cost (Quantay_%unit_ Unit Cost IQu.ntty_x ung Cat) t cost) 31 Furnish and Instal Concrete Seawal Cap for 10'Max 70 II $ I)iilil i i0 $ 7u uu0 OL' S 900 00 $ 63,000 00 De.th Section 0'-70'Max Le .th 32 Furnish and Instal Concrete Seawal Cap for 10'Max 250 ©$ 900 00 $ 225 000 00 $ 1000.00 $250000 00 De.th Section 70'-250'Max Le .th 33 Furnish and Instal Concrete Seawal Cap for 10'Max 300 m$ 1.000 00 $ 300000 00 $ 800 00 $240,000 00 Depth Becton Greater than 250'Le .th 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. I I 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 mechanics employed under the contract no less than the prevailing wage rate and fringe ❑ Shall not apply. benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 ® 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:OF11513E-78E4-4E0E-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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[sj") 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:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-28620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E APPENDIX A M I AM I BEAC H Bid Price Form MUST BE SUBMITTED WITH THE BID. FAILURE TO DO SO WILL RENDER BID NON-RESPONSIVE. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Total Item Description Quantity U/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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 cv Excavation and removal of soil landside if $ $ 61 necessary 71'-250'Max Length 350 Cv Excavation and removal of soil landside if $ $ 62 necessary for Greater than 250'Length 430 cv DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E Total Item Description Quantity U/M Unit Cost (Quantity_X_Unit_Cost) Backfill Material(clean sand)0'-70'Max $ $ 63 Length 100 cv Backfill Material(clean sand)71'-250'Max $ $ 64 Length 350 cv $ $ Backfill Material(clean sand)for Greater than 65 250'Length 430 cv Restoration of disturbed area 0'-70 Max $ $ 66 Length 115 sv Restoration of disturbed area 71'-250'Max $ $ 67 Length 415 sv $ $ Restoration of disturbed area Greater than 68 250'Length 500 sv 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E APPENDIX B MIAMI BE AC H Contract DocuSign Envelope ID: OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 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 items] 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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: OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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: OF11513E-78E4-4EOE-AODA-2B620A56CO2E APPENDIX C M I AM I B E AC H Plans & Specifications DocuSign Envelope ID: OF 11513E-78E4-4EOE-AODA-2B620A56CO2E • 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". W SOIL: 0 • 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. 2 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 m 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. 0 0 • O • La O MIAMI BE ACH APPROVED REVISED TITLE 042020 GENERAL SEAWALL NOTES 12-1 • PUBLIC WORKS DEPARTMENT 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL 33139 DocuSign Envelope ID: OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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. a v vi W O N O ZD 1fS O O V b C O 4 O L4 O APPROVED REVISED TITLE. IN MIAMI B E AC H 04/2024 PUBLIC WORKS DEPARTMENT CONCRETE PANEL SEAWALL NOTES 12-2 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 C:\bms\hazer-aw\hs—Isoriano\d0160B55\CMB STANDARD SEAWA DETAILS.dwa 0 o o TX _ 10' O.C. MAX. VO 70CD 111 rri> 70 10' O.C. MAX. T m 12"x12" BATTER PILE AS PER Z 1 SECTION 12"x12" KING PILE AS 24" PER SECTION MAX. NEW PRECAST CONCRETE BULKHEAD PANEL 0 0 CL 1 A , / m O a \ / n < X J oti J \ \ O N I Z O O M D 0 >0 EXISTING SEAWALL Zom PLAN VIEW A C m N.T.S. i2-4 X NOTES: ' 0 m 1. FOR RETAINED FILL NOT TO EXCEED -0 r 101-0" DEPTH. -I 2. MINIMUM STANDARDS ARE DEPICTED I ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE N PROVIDED TO SUPPORT STRUCTURAL W DESIGN. DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E f ALUMINUM PIPE GUARDRAIL PER FDOT INDEX 870 (IF APPUCABLE) NEW 36' WIDE (MAX.) x 16' DEEP CONCRETE SEAWALL REMOVE EXISTING SEAWALL CAP AS CAP WITH (5) N5 CONTINUOUS BARS T&B & *3 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 *6 HOOKED DOWEL DRILLI REINFORCING BY STRUCTURAL CALCULATIONS. & EPDXY 12' MIN. INTO KING PILE A WIDER PILE CAP REQUIRES CITY APPROVAL. MAX. EXTEND PILE STRANDS I 6' MIN. ALL EXPOSED EDGES TO BE i' 15' MIN. INTO CAP 1 . CHAMFER 13• I 3' (SEE ELEVATIONS NOTE 3 ON 12-1) T.O. PROPOSED CAP bb. ilk n • _...ia f [ltit • • . ,,, 4 16' 12 7 • • MHWo EL.= NAVD 88I EXISTING SEAWALL, IF PRESENT. • ACTUAL CONDITIONS WILL VARY X1 x MLW0 EL.= NAVD 88NEW 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 2 ARE ANTICIPATED PLACE FDOT RUBBLE 1 7 RIP-RAP (BANK AND SHORE) ON 2:1 SLOPE APPROX. TO CONTROL EROSION. PLACEMENT OF RUBBLE RIP-RAP MUST BE IN COMPUANCE WITH ALL PERMITS. NEW 12'x12' PRECAST KING PILE ATi g 10'-0' 0.C. WITH 12' MIN. • S EMBEDMENT INTO ARM MATERIAL NXP, PILES TO HAVE A 25 TON CAPACITY . . T.0 BERM (MUDUNE)0 I NEW 12'x12' PRECAST BATTER PILE ADJ. TO KING PILE AT 10'-0' O.0 WITH 12' MIN. EMBEDMENT INTO FIRM \ MATERIAL PILES TO HAVE A 25 TON CAPACITY 7 \ FOR GAPS BETWEEN EXISTING AND \ NEW SEAWALL GREATER THAN \ 6-INCHES, FILL WITH 1157 STONE. FOR SMALLER GAPS, ALL WITH CLEAN SAND PER SOIL NOTE 2 ON 12-1. APPROX. FACE OF EXISTING WALL PARTIALLY FAILING AND ROTATING 0 3 a _1 J W /A\:n__/--- d NOTES: \ # . 1. FOR RETAINED FILL NOT TO \ EXCEED 10'-011 DEPTH. Lei Bi \ %2. MINIMUM STANDARDS ARE % / N DEPICTED ABOVE. STRUCTURE o 03 SHALL BE DESIGNED BY A 5 LICENSED STATE OF FLORIDA a SECTION STRUCTURAL ENGINEER. SIGNED E. A AND SEALED CALCULATIONS i 12-3 N.T.S SHALL BE PROVIDED TO SUPPORT 5 STRUCTURAL DESIGN. 3, a VAPPROVED REVISED TITLE CONCRETE PANEL MIAMI BEACH SEAWALL - 10' MAX. DEPTH 12-4 PUBLIC WORKS DEPARTMENT C.) 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 SECTIO N DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 5" 5" y4,� y --1 F 1, - N • , I _ • . . . _ . . . _ _ _ . • • r . • z 0 H • U . a W ce O W P . —iIn _W • W . #5 HORIZ a > BARS ®6" • O.C. • - - - - - #5 VERT BARS @12" • O.C. . - . . . COL-\ LL 5' • (TYP.) ___ — i..._ FOR 10'-0" 0/C KING PILES, VERIFY FIELD CONDITION AND Vi TC _ FABRICATE PANELS 2" SHORTER THAN ACTUAL KING I- W PILE E TO i SPACING W PANEL ELEVATION N.T.S. in in g NOTES: V N 0 1. VERIFY PANEL THICKNESS AND REINFORCING BY STRUCTURAL CALCULATIONS. 0 2. #5 VERTICAL BARS EXTEND 12" MIN. BEND PER SECTION DETAIL AFTER PANELS ARE IN PLACE. %a 3. FOR RETAINED FILL NOT TO EXCEED 10'-0" DEPTH. 4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED 2 STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE 5 PROVIDED TO SUPPORT STRUCTURAL DESIGN. s a I MIAMI BEACH APPROVED REVISED 2020 TT E CONCRETE PANEL PUBLIC WORKS DEPARTMENT SEAWALL - 10' MAX. DEPTH 12-5 U '100 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 STANDARD PANEL ELEVATION C;\bma\hazes nw\hs-horlano\d0150@55\CMB STANDARD SEAWALL DETAILS.dwa r 2 10' O.0 MAX. OD 114,1 m > > 10' O.C. MAX. T a i I 14"x14" BATTER PILE AS PER m = SECTION 14"x14" KING PILE AS 24" PER SECTION MAX. NEW PRECAST CONCRETE BULKHEAD PANEL o m Q_ < Qcn J / DD n EXISTING SEAWALL � m PLAN VIEW A M D -0 N.T.S. 12-7 z NOTES: om m r 1. FOR RETAINED FILL NOT TO EXCEED 14'-0" -�{ DEPTH. = 2. 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. N 0) DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E • • ALUMINUM PIPE GUARDRAIL PER FDOT INDEX 870 (IF APPUCABLE) REMOVE EXISTING SEAWALL CAP AS NEW 38' WIDE x 16' DEEP CONCRETE SEAWALL CAP REQUIRED TO CONSTRUCT NEW WALL WITH (5) *5 CONTINUOUS BARS T&B & k3 CLOSED TIES 0 12' O.C. AND (4) *3 CLOSED TIES 0 4' O.C. HOOKED DOWEL DRILL • 0 EACH SIDE OF EACH PILE. VERIFY CAP EINFORCING PROVIDE *6 & EPDXY MIN. INTO KING PILE BY STRUCTURAL CALCULATIONS. A WIDER PILE CAP REQUIRES CITY APPROVAL. 38' MAX. EXTEND PILE STRANDS 6' MIN. ALL EXPOSED EDGES TO BE i' 15' MIN. INTO CAP • :3,• CHAMFER 3 (SEE ELEVATIONS NOTE 3 ON 12-1) T.O. PROPOSED CAP, , III� I i_ r1 el I= a 4 18. • 127 MHWr • EXISTING SEAWALL, IF PRESENT. EL=___NAVD 88 ACTUAL CONDITIONS WILL VARY • • 1 I MLW I EL= NAVD 88 • NEW SEAWALL PANEL PLACED IN NEW PRECAST C. CRETE FRONT OF EXISTING WALL SEE :11i - AD PANE • REINFORCING DETAIL ON 12-9 2 WHERE WAVE ACTION OR SWIFT CURRENTS 1 AREIPANTICIPATED DPLACE FDORUBBLE kiiiiiir. RIP—RAP (BANK AND SHORE) ON 2:1 SLOPE APPROX. TO CONTROL EROSION. PLACEMENT OF RUBBLE RIP—RAP MUST BE IN • COMPUANCE WITH ALL PERMITS. NEW 14'x14' PRECAST KING PILE AT i p 1O.-0' O.C. WITH 12' MIN. • x o EMBEDMENT INTO FIRM MATERIAL r+X�6PILES TO HAVE A 25 TON CAPACITY •I iT.0 BERM (MUDLINE) � I, /r • NEW 14'x14' PRECAST BATTER PILE ADJ. TO KING PILE AT 1O'-0' O.0 z FOR GAPS BETWEEN EXISTING AND WITH 12' MIN. EMBEDMENT INTO FIRM ^ • NEW SEAWALL GREATER THAN MATERIAL PILES TO HAVE A 25 TON / 6—INCHES, FILL WITH *57 STONE. CAPACITY I J FOR SMALLER GAPS, FILL WITH CLEAN SAND PER SOIL NOTE 2 ON 12-1. APPROX. FACE OF EXISTING WALL PARTIALLY N. FAILING AND ROTATIN 0 s V f/I W NOTES: a 1. FOR RETAINED FILL NOT TO EXCEED 141-0' DEPTH. ra cc 2. MINIMUM STANDARDS ARE DEPICTED : ABOVE. STRUCTURE SHALL BE v• In DESIGNED BY A LICENSED STATE OF _ FLORIDA STRUCTURAL ENGINEER. 0 SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT A SECTION STRUCTURAL DESIGN. 5.a 12-6 NTS q APPROVED REVISED TITLE MIAMI BEACH CONCRETE PANEL i PUBLIC WORKS DEPARTMENT SEAWALL - 14' MAX. DEPTH 12-7 A '700 CONVENTION CENTER DRIVE.MIAMI BEACH,FL.33138 SECTION DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E • 4" 5.. � 5.. N . • • • - • • • • • • z O H • X U Q w • N • 0 I d � (Li Q #5 HORIZ J in BARS ®6" • O.C. • • \—#5 VERT BARS ®12" • O.C. • • • • oo °s 5" LL (TYP.) oFOR 10'-0" 0/C KING PILES, VERIFY FIELD CONDITION AND 9" _ FABRICATE PANELS 2" SHORTER THAN ACTUAL KING PILE 4 TO c. SPACING 0 0 PANEL ELEVATION N.T.S. NOTES: o 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. 4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED 7 STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. • 0 MIAMIAPPROVED 0E020D TED TITLE CONCRETE PANEL PUBLIC WORKS DEPARTMENT SEAWALL - 14' MAX. DEPTH 12-8 V CONVENTION CENTER DRIVE MIAMI BEACH,FL.33139 STANDARD PANEL ELEVATION DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E AI igilr 2'-0" MIN. 24–INCH MAX 2'-0" MIN. _ PIPE DIAMETER I I I I ICONC. CAP. REBAR NOT ,/ SHOWN FOR CLARITY cii lo i a °I fi I � rt w I I I — —I-1.0a CI- #4012, EW 10 1 0 1 1 #5 @ 24–IN MAX. E/W EPDXY w DOWELS, EMBEDDED 7–IN. ENDS SHALL BE HOOKED 6–IN. > I I .L I I MAINTROMAIN 2–IN BOTTOM OF"DRILL ,� TO OPPOSITE FACE OF PANEL. M w I— -I- - rt —I I o — 01 i- o �o — UTILITY PIPE Ti TT CV n I I I I #4 TIE AROUND OPENING z I 1 I I I I CONCRETE FACE 0 N J #4 HORIZONTAL BARS TO ADDITIONAL #4 BE FIELD BENT (TYP.) I JPRECAST CONC. i PANEL PIPE PENETRATION ELEVATION 1 N.T.S. cl NOTES: 1 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 a SHALL BE RELOCATED. CONTRACTOR SHALL USE NONDESTRUCTIVE MEANS TO FIELD LOCATE REBAR. 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 PROVIDED TO SUPPORT STRUCTURAL DESIGN.4 3. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. a 0 I Ie MIAMI BEACH APPROVED REVISED TITLE 04/2020 CONCRETE PANEL SEAWALL J PUBLIC WORKS DEPARTMENT . PIPE PENETRATION ELEVATION 12-9 u 1700 CONVENTION CENTER DRIVE,MIAMI BEACH.FL 33139 DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E • ICONC. CAP REBAR NOT #5 @24—IN MAX. E/W /SHOWN FOR CLARITY EPDXY DOWELS, EMBEDDED 7—IN. ENDS SHALL BE HOOKED 6—IN. MAINTAIN • 2—IN MIN. CLEARANCE FROM BOTTOM OF DRILL HOLE TO PRECAST CONC. OPPOSITE FACE OF PANEL PANEL —UTILITY PIPE #4@12, EW j,..i WATER SIDE I II LAND SIDE CONCRETE FACE 6" 0 A SECTION 12-9 N.T.S. • 0 NOTES: C) i 1. 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. 2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. a a MIAMI BE ACH APPROVED REVISED TITLE 5 04/2020 CONCRETE PANEL SEAWALL PUBLIC WORKS DEPARTMENT _ PIPE PENETRATION SECTION 12-10 U 1700 CONVENTION CENTER DRIVE.MIAMI BEACH,FL.33139 DocuSign Envelope ID: OF 11513E-78E4-4EOE-AODA-2B620A56CO2E • 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. 6 = 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 'h") 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) 1/4—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. CAST IN PLACE REINFORCED CONCRETE a 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, m 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. APPROVED REVISED TITLE MIAMI BEACH 04l2020 STEEL SHEET PILE WITH CONCRETE 12-11 p PUBLIC WORKS DEPARTMENT - PILE NOTES '700 CONVENTION CENTER DRIVE.MIAMI BEACH El.33139 DocuSign Envelope ID: OF11513E-78E4-4EOE-AODA-2B620A56CO2E 4 qWATER SIDE 12-1 f —EXPANSION JOINT 2 PRESTRESSED CONCRETE @30'-4" MAX. _ ' BATTERED PILE ® EA. PANEL ----N-- -----N-- --V- 1 ' 1 1 i . " -1 1 _ , 1 1 1 lIP I _ LAND SIDE E STEEL SHEET PILE 5/8"x4"NELSON STUD OR L..._ CONC. CAP. REBAR NOT SHOWN FOR CLARITY EQUAL (TYP.) 1 WALL DETAIL N.T.S. EXPANSION JOINT FILLER. ADHERE TO ONE SIDE OF CONCRETE ONLY WITH WATERSTOP ADHESIVE N ill ALL REBAR NOT SHOWN. 0 SEE SECTION FOR REBAR _F . k IJII!k ilSTEEL SHEET PILE O v Mi J ? SEALANT ALL AROUND NON—LIQUID BOND BREAKER w ° EXPOSED JOINT BETWEEN JOINT SEAL AND EXPANSION MATERIAL 3/4" CHAMFER $1 (TYP. ALL EDGES) 0 rn 2 EXPANSION JOINT N N.T.S. 5 13 NOTE: 5 Q ti 1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED T STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. 0i E�AMI ^ BCACH APPROVED REVISED TITLE STEEL SHEET PILE WITH E C WORKS C /2020 CONCRETE PILE SEAWALL 12-12 5 PUBLIC WORKS DEPARTMENT A ,700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 WALL DETAILS DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 4 5/8"x4"NELSON STUD OR EQUAL (TYP.) #7@6" MAX. ALL AROUND, EXCEPT BOTTOM AS SHOWN W #4®10" MAX. I (SEE TABLE) CUT HOLE THROUGH SHEET I _ 4 ® EACH STIRRUP PROPOSED GRADE r 44 • • • l F 6" BELOW T/CAP oI •• "� , • I N • I X • /a L COMPACTED / CONSTI PRESTRESSED CONC. 6 CLEAN SAND EXCAVF BATTERED PILE @ EA. MIN. 2/ (SEE NOTES) / (VAR IE` PANEL. EXTEND PILE �Z in w STRANDS 15" MIN w / o 0 aZ INTO CAP - 01 z N CD o 5 N � � / Xo L� wm g UJ 12 GEOTEXTILE O Q _1 -404•'j• 4 j•'j� 0.1011.~11=.7.0•t.' o w w MHW •4. • • i o ~ 1.i. . 30 .. .!1 1 I- EL.=___NAND 88 l . .ei 1 N0 • i wMLW EL.=___NAVD 88 #57 STONE JET FILLER OR EQUAL _ 1 -0" ® EVERY 4TH SHEET. MIN. ALL PARTS AND FASTENERS SHALL BE T316SS i- • RUBBLE BANK AND i _ SEABEDCMUDLINE SHORE PROTECTION i ,.-.:` < \'<V _I z J w z J STEEL SHEET PILE awm dwm -N-- M Q O Q •0 U ov w ww ,r7 U Omw 2mw UL, v V)wI W i + 1 SHEET PILE TIP. EL. (SEE TABLE) SECTION (A) N.TS. vi W DESIGN PARAMETERS TABLE 3 EXCAVATED DEPTH SHEET PILE CONC. PILE SIZE W2 CONC. PILE EMBED 3 SHEET PILE EMBED 4 (FT) SECTION (IN) (FT-IN) (FT) (FT) ci NZ 14 14 3'-1" 25 11 10 AZ 104-770 16 3'-3" 21 11 1n s TABLE FOOTNOTES: U i 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. a 3. CONC. PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO 8/CONCRETE PILE. 0 4. SHEET PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO B/CONCRETE PILE. 5. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED Is STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. O I I APPROVED REVISED 04/2020ITLE STEEL SHEET PILE WITH E MIAMI BEACH CONCRETE PILE SEAWALL 12-13 9 PUBLIC WORKS DEPARTMENT CJ 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL 33139 WALL SECTION DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-28620A56CO2E AI Mir 3'-0" MIN. VARIES PER _ 3'-0" MIN. PIPE DIA I I I I I ICONC. CAP. REBAR NOT II I I I – f SHOWN FOR CLARITY O' 0 I I I La a E. F.5 �I I I 1 Q- #4012, EW o 0 5/8"x4" NELSON STUD TO BE w I I I 0- I WELDED TO FACE OF STEEL E SHEET PILES AT 12" O.C. ALONG > I ° I _ I WATERWARD FACE OF SHEETS (ALONG INNER AND OUTER t —I CORRUGATION) •w ao \ o UTILITY PIPE N a #4 TIE AROUND 0 oI ° I OPENING z o I I O I I o I __CONCRETE FACE 0 N I N 4 # 4 #4 HORIZONTAL BARS TO I I ADDITIONAL #4 BE FIELD BENT (TYP.) I Ie a o J STEEL SHEET PILE i INTERLOCK (TYP.) PIPE PENETRATION ELEVATION 1 N.T.S. N m 1 NOTES: o 1. 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. 1 2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. 5 s a i I MIAMI BEACH APPROVED REVISED TITLE STEEL SHEET PILE WITH PUBLIC WORKS DEPARTMENT CONCRETE PILE SEAWALL PIPE 12-14 1700 CONVENTION CENTER DRIVE.MIAMI BEACH,FL.33139 PENETRATION ELEVATION DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 4 CONC. CAP REBAR AND SHEAR 5/8"x4"NELSON STUD TO BE I STUDS NOT SHOWN FOR CLARITY WELDED TO FACE OF STEEL I SHEET PILES AT 12" O.C. ALONG WATERWARD FACE OF • SHEETS (ALONG INNER AND OUTER CORRUGATION) STEEL SHEET PILE 'i I (/(TYP.) I I r UTILITY PIPE #4012, EW l7I WATER SIDE) I LAND SIDE— CONCRETE FACE 6" I SECTION N.T.S. 0 • NOTES: 1. 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. 2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. • • a I _ _ MIAMI BEACH APPROVED I<12012�D TITLE STEEL SHEET PILE WITH PUBLIC WORKS DEPARTMENT CONCRETE PILE SEAWALL PIPE 12-15 V1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 PENETRATION SECTION DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E APPENDIX D M I AM I B E AC H Post Award Forms DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E MIAMI BEACH FORM OF PERFORMANCE BOND BY THIS BOND, We , as Principal, hereinafter called Contractor , and , as Surety, are bound to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No.: , awarded the day of , 20 , with City which Contract Documents are by reference incorporated herein and made a part hereof, and specifically include provision for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract"; THE CONDITION OF THIS BOND is that if Contractor: 1. Performs the Contract between Contractor and City for construction of , the Contract being made a part of this Bond by reference, at the times and in the manner prescribed in the Contract; and 2. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains as a result of default by Contractor under the Contract; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract; then THIS BOND IS VOID, OTHERWISE IT REMAINS IN FULL FORCE AND EFFECT. Whenever Contractor shall be, and declared by City to be, in default under the Contract, City having performed City obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 3.1. Complete the Project in accordance with the terms and conditions of the Contract Documents; or 3.2. Obtain a bid or bids for completing the Project in accordance with the terms and conditions of the Contract Documents, and upon determination by Surety of the lowest responsible Bidder, or, if City elects, upon determination by City and Surety jointly of the lowest responsible Bidder, arrange for a contract between such Bidder and City, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E CERTIFICATE AS TO CORPORATE PRINCIPAL , 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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: 0I-11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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:OH 1513E-78E4-4EOE-AODA-2B620A56CO2E ATTACHMENT C SUNBIZ& PROPOSAL RESPONSE TO ITB DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Detail by FEI/EIN Number DIVISION OF CORPORATIONS 4.14C DIYEICAI of "inkX•C)rg C DLPO AT_r oA an official Shur of Florida wtbsl[r Department of State / Division of Corporations / Search Records / Search by FEI/EIN Number / Detail by FEI/EIN Number Florida Profit Corporation DAVID MANCINI & SONS, INC. Filing Information Document Number P10000086044 FEI/EIN Number 27-3716806 Date Filed 10/20/2010 Effective Date 10/20/2010 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 03/23/2015 Event Effective Date NONE Principal Address 2601 Wiles Road Pompano Beach, FL 33073 Changed: 02/03/2020 Mailing Address 2601 WILES ROAD POMPANO BEACH, FL 33073 Changed: 05/15/2017 Registered Agent Name&Address MANCINI, DAVID A 2601 WILES ROAD POMPANO BEACH, FL 33073 Address Changed: 05/15/2017 Officer/Director Detail Name&Address Title P MANCINI, DAVID 1875 N HIBISCUS DRIVE Miami, FL 33181 search.sunbiz.org/I nguiry/CorporationSearch/SearchResultDetail?inguirytype=FeiNumber&directionType=Initial&searchNameOrder=273716806P1000... 1/2 DocuSign Envelope ID:0F11513E-78E4-4E0E-A0DA-2B620A56CO2E Detail by FEI/EIN Number Title SECR MANCINI , DAVID A, Jr. 1875 N. HIBISCUS DRIVE MIAMI, FL 33181 Title VP Mancini, David A, Jr. 1875 N HIBISCUS DRIVE Miami, FL 33181 Title VP MANCINI, RICHARD 2601 WILES ROAD POMPANO BEACH, FL 33073 Annual Reports Report Year Filed Date 2018 01/16/2018 2019 01/24/2019 2020 02/03/2020 Document Images 02/03/2020--ANNUAL REPORT View image'n PDF format 01/24/2019--ANNUAL REPORT View image in PDF format 01/16/2018—ANNUAL REPORT View image in PDF format 05/15/2017--Reg.Agent Change View image in PDF format 02/02/2017--ANNUAL REPORT View image in PDF format 01/26/2016--ANNUAL REPORT View image in PDF format 10/15/2015--AMENDED ANNUAL REPORT View image in PDF format 03/23/2015--Amendment View image in PDF format 01/13/2015—ANNUAL REPORT View image in PDF format 09/30/2014—AMENDED ANNUAL REPORT View image in PDF format 01/17/2014—ANNUAL REPORT View image in PDF format 03/13/2013--ANNUAL REPORT View image in PDF format 02/24/2012--ANNUAL REPORT View image in PDF format 02/22/2011--ANNUAL REPORT View image in PDF format 10/20/2010--Domestic Profit View image in PDF format search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNumber&directionType=Initial&searchNameOrder=273716806P 1000.. 2/2 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 David Mancini&Sons.Inc NO.OF YEARS IN BUSINESS:10 NO.OF YEARS IN BUSINESS LOCALLY:10 NO.OF EMPLOYEES:100 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS:N/A BIDDER PRIMARY ADDRESS(HEADQUARTERS):3401 N.Miami Ave.,Ste 213/214 CITY:Miami STATE:FL ZIP CODE:33127 TELEPHONE NO.:305-532-8827 TOLL FREE NO: FAX NO.:954-944.2040 BIDDER LOCAL ADDRESS:3401 N.Miami Ave.,Ste 213/214 CITY:Miami STATE:FL ZIP CODE:33127 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:David Mancini Jr. ACCOUNT REP TELEPHONE NO.:954-977-3556 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL:bids@dmsi.co FEDERAL TAX IDENTIFICATION NO.:27-3716806 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 ;pecifcations, 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 =lorida Sunshine and Public Records Laws; e) the bidder agrees if this bid is accepted, to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the bidder and the City of Miami Beach, Florida,for the performance of all requirements to which the bid pertains; ind f)that all responses,data and information contained in the bid submittal are true and accurate. Ehe 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: David Mancini Jr. Vice-President DocuSign Envelope ID:0F11513E-78E4-4EOE-AODA-2B620A56CO2E 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 solicitation. 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 DM Addendum 1 Addendum 6 Addendum 11 DM Addendum 2 Addendum 7 Addendum 12 DM 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 David Mancini 60 David Mancini Jr. 20 Richard Mancini 20 ?. 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: City of Miami Beach :,ontact Individual Name and Title: Eugene Egemba, P.E., Civil Engineer HI address: 1700 Convention Center Drive Miami Beach, Fl 33139 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E telephone:305-673-7000 Ext 6738 Contact's Email: EugeneEgemba@miamibeachfl.gov Jarrative on Scope of Services Provided: :respi Blvd Project consist of the replacement of a Water Main,the installation of a new storm water collection system,and a construction of a )ump Station at the 81st street end.The proposed Pump Station include a pollution control system,construction of new seawall,and a outfall hat meets permit -equirements.Road section impacted by the work were milled and new asphalt was overlaid. Reference No.2 =irm Name: City of Miami Beach contact Individual Name and Title: Giancarlo Pena, P.E., CGC., Civil Engineer III \ddress: 1700 Convention Center Drive, vliami Beach, FL 33139 telephone: 305-673-7000 Ext 6343 contact's Email: GiancarloPena@miamibeachfl.gov Jarrative on Scope of Services Provided: V1BCC Pump Station consisted of the construction of Stormwater Pump Station at the NE Corner of Miami Beach Convention Center. ncluding site preparation;earthwork;storm drainage infrastructure installation,construction of Pump Station and conflict utility resolutions. :onstruction included 175 FT of new seawall using the most updated Public Works standard seawall detail. The minimum seawall top elevation is 5.7NAVD.The seawall openings shall include manatee grates to allow storm water runoff into Collins Canal.A layer of rubble rip -ap with an approximately 12A A A A¢A A A A A AA A in diameter shall be installed for the entire length of the seawall. Installation of Manatee Grates shall be of aluminum type and all hardware shall be of SS type 316. Reference No.3 =irm Name: City of Miami Contact Individual Name and Title:Valentine Onuigboh, CIP Sr. Project Manager \ddress:444 SW 2nd Avenue vliami, FL 33130 Telephone: 786-447-9817 contact's Email:vonuigbo@miamigov.com Jarrative on Scope of Services Provided: spring Garden Point Park Seawall& Kayak consisted of a Shoreline Concrete Bulkhead replacement of approximately 360 LF along Seybold :anal. Construction of a Kayak Ramp at south shoreline of the Park along Miami River. Removal of the riprap revetment within the Kayak -amp footprint and reworking of the riprap along the shoreline +/-58 LF from the Southeast corner of the property. The portion of the •evetment adjacent to the west site of the cayak ramp was graded and secured with filter fabric and riprap between installation +/- 300 LF of steel pile seawall. Removal of the top portion of 60 LF of seawall from the north property line and installation of 60 LF of concrete seawall from the north property line. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Additional Reference =irm Name: contact Individual Name and Title: kddress: telephone: :Contact's Email: Jarrative on Scope of Services Provided: 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? 3. Is the applicant company currently barred by a governmental 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? OYES 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? OYES 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? OYES D NO f yes, state the name of the affiliate? DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 3. Is the applicant company a parent,subsidiary, or holding company for another construction company? D YES D 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? OYES D N0 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? D YES 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? O YES 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? OYES D 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: OF 11513E-78E4-4EOE-AODA-2B620A56CO2E related to construction activities of a business organization? OYES D NO f yes, explain. 16. Has the applicant company or any of its owners, officers, or partners ever been convicted (criminal)or found liable (civil) for making either a false claim or material misrepresentation to any public agency or entity? DYES 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 D 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? OYES ❑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 Services or a service-disabled veteran business enterprise(certified by the United States Department of Veterans Affairs). OYES D NO Certifying Agency Certification Type DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E ?2. 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? OYES ❑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? OYES ❑NO C. Please check all benefits that apply to your answers above and list it 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 X Sick Leave X X Family Medical Leave X X Bereavement Leave X X ?3. 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? ❑YES ❑NO f yes, explain. ?4. 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 )rocess. For assistance with any portion of the SQR submittal process, contact Dun & Bradstreet at 800-424-2495. \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:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 OF11513E-78E4-4EOE-ADDA-2B620A56CO2E M I /\tv\ I BEi\' I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3ro 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 Cosh Mobilization and Demobilization 0'-70' $460,000.0 $460,000.00 1 Max Length. 1 LS Mobilization and Demobilization 71' $675,000.00 $675,000.00 2 250' Max Length. 1 LS Mobilization and Demobilization $880,000.00 $880,000.00 3 Greater than 250' Length. 1 LS Furnish and Install Concrete Seawall $64.00 $44,800.00 Panel 10' Max Depth Section 0'-70' 7-0 4 Max Length 700 Furnish and Install Concrete Seawall $50.00 $125,000.00 Panel 10' Max Depth Section 71'-250' 250 5 Max Length 2500 s Furnish and Install Concrete Seawall $50.00 $150,000.00 Panel 10' Max Depth Section Greater 300 6 than 250' Length 3000 sF Furnish and Install Concrete Seawall $64.00 $44,800.00 Panel 14' Max Depth Section 0'-70' 7-0 7 Max Length 700 SF -, Furnish and Install Concrete Seawall $50.00 $125,000.00 Panel 14' Max Depth Section 71'-250' 250 8 Max Length 2500 SF Furnish and Install Concrete Seawall $51.00 $ 153,000.00 Panel 14' Max Depth Section Greater 300 9 than 250' Length 3000 ADDENDUM NO.3 INVITATION TO BID NO 2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AMI BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachtl.gov Total Item Description Quantity U 1 M Unit Cost (Quantity X Unit Cost) Furnish and Install Steel Sheet Pile $78.00 $191,100.00 (NZ 14 or AZ 14-770) 0'-70' Max 70 LF 10 Length 2450 SF Furnish and Install Steel Sheet Pile $78.00 $682,500.00 (NZ 14 or AZ 14-770) 71'-250' Max 250 11 Length 8750 SF Furnish and Install Steel Sheet Pile $78.00 $819,000.00 (NZ 14 or AZ 14-770) Greater than 300 12 250' Length 10500 SF Furnish and Install 12" x 12" King Pile $470.00 $131,600.00 for Concrete Seawall 10' Max Depth 8 13 Section 0'-70' Max Length 280 LF Furnish and Install 12"x 12" King Pile $412.00 $374,920.00 for Concrete Seawall 10' Max Depth 26 EA 14 Section 71'-250' Max Length 910 LF Furnish and Install 12" x 12" King Pile $435.00 $456,750.00 for Concrete Seawall 10' Max Depth 34 EA 15 Section Greater than 250' Length 1050 LF $543.00 $108,600.00 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 $438.00 $284,700.00 Pile for Concrete Seawall 10' Max 26 17 Depth Section 71'-250' Max Length 650 LF Furnish and Install 12"x 12" Batter $460.00 $345,000.00 Pile for Concrete Seawall 10' Max Depth Section Greater than 250' 34 €A 18 Length 750 LF Furnish and Install 14"x 14" King Pile $494.00 $98,800.00 for Concrete Seawall 14' Max Depth 8 EA 19 Section 0'-70' Max Length 200 LF Furnish and Install 14"x 14" King Pile $436,000.00 $283,400.00 for Concrete Seawall 14' Max Depth 26 EA 20 Section 71'-250' Max Length 650 LF Furnish and Install 14" x 14" King Pile $460.00 $345,000.00 for Concrete Seawall 14' Max Depth 34A 21 Section Greater than 250' Length 750 LF Furnish and Install 14" x 14" Batter $567.00 $113,400.00 Pile for Concrete Seawall 14' Max 8 EA 22 Depth Section 0'-70' Max Length 200 LF ADDENDUM NO.3 INVITATION TO BID NO 2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I AM I BEi\ H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3'd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U I M Unit Cost Quanit _X_Unit_Cost Furnish and Install 14" x 14" Batter $462.00 $300,300.00 Pile for Concrete Seawall 14' Max FA 23 Depth Section 71'-250' Max Length 650 LF Furnish and Install 14" x 14" Batter $460.00 $345,000.00 Pile for Concrete Seawall 14' Max Depth Section Greater than 250' 34 24 Length 750 LF Furnish and Install 14"x 14" Batter j $567.00 $158,760.00 Pile for Steel Sheet Pile (NZ 14 or AZ 8 EA 25 14-770) 0'-70' Max Length 280 1.F Furnish and Install 14" x 14" Batter $462.00 $420,420.00 Pile for Steel Sheet Pile (NZ 14 or AZ 28 EA 26 14-770) 71'-250' Max Length 910 iF Furnish and Install 14" x 14" Batter $460.00 $483,000.00 Pile for Steel Sheet Pile (NZ 14 or AZ 34 27 14-770) Greater than 250' Length 1050 €F • , , , ," ?_ $623.00 $174,440.00 Pile for Steel Sheet Pile(NZ VI 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 € 28 14-770)0'-70' Max Length 280 LF • • . . . ." :. - $518.00 $471,380.00 14 770) 71'-250'Max-Bengt14 Furnish and Install 18" x 18" Batter Pile for Steel Sheet Pile (NZ 14 or AZ 26 29 14-770) 71'-250' Max Length 910 LF $515.00 $540,750.00 Pile for Steel Sheet Pile(NZ 14 or AZ e' . Furnish and Install 18" x 18" Batter Pile for Steel Sheet Pile (NZ 14 or AZ 30 30 14-770) Greater than 250' Length _ 1050 LF Furnish and Install Concrete Seawall $411.00 $28,770.00 Cap for 10' Max Depth Section 0'-70' 31 Max Length 70 LF Furnish and install Concrete Seawall $411.00 $102,750.00 Cap for 10' Max Depth Section 71'- 32 250' Max Length 250 LF Furnish and Install Concrete Seawall $411.00 $123,300.00 Cap for 10' Max Depth Section 33 Greater than 250' Length 300 LF ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I \tv\ I BEi\cF-1 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 $411.00 $28,770.00 Cap for 14' Max Depth Section 0'-70' 34 Max Length 70 LF Furnish and Install Concrete Seawall $411.00 1 $102,750.00 Cap for 14' Max Depth Section 71'- 35 250' Max Length 250 LF l Furnish and Install Concrete Seawall $411.00 $ 123,300.00 Cap for 14' Max Depth Section 36 Greater than 250' Length 300 LF Furnish and Install Concrete Seawall $411.00 $28,770.00 Cap for Steel Sheet Pile wl 14"x 14" 37 Batter Piles 0'-70' Max Length 70 LF Furnish and Install Concrete Seawall $411.00 $102,750.00 Cap for Steel Sheet Pile w/14"x 14" 38 Batter Piles 71'-250' Max Length 250 LF Furnish and Install Concrete Seawall $411.00 $123,300.00 Cap for Steel Sheet Pile w/14" x 14" ' 39 Batter Piles Greater than 250' Length 300 LF Furnish and Install Concrete Seawall $411.00 $28,770.00 Cap for Steel Sheet Pile w/16"x 16" 40 Batter Piles 0'-70' Max Length 70 LF Furnish and Install Concrete Seawall $411.00 $102,750.00 Cap for Steel Sheet Pile w/ 16"x 16" 41 Batter Piles 71'-250' Max Length 250 LF Furnish and Install Concrete Seawall $411.00 $123,300.00 Cap for Steel Sheet Pile wl 16" x 16" 42 Batter Piles Greater than 250' Length 300 LF Furnish and Install Concrete Seawall 2 $23,000.00 $46,000.00 43 Outfall Pipe Penetration EA Furnish and Install Steel Sheet Pile 2 $21,000.00 $42,000.00 44 Seawall Outfall Pipe Penetration EA 44A Concrete Panel Knockout Area 1200 sF $108.00 $129,600.00 Furnish and Install#57 Stone 0'-70' 20 $163.00 $3,260.00 45 Max Length TONS Furnish and Install#57 Stone 71'-250' 75 $163.00 $12,225.00 46 Max Length TONS Furnish and Install#57 Stone for 90 $163.00 $14,670.00 47 Greater than 250' Length TONS Furnish and Install Rubble Rip Rap 0'- 20 $700.00 $14,000.00 48 70' Max Length TONS Furnish and Install Rubble Rip Rap 75 $700.00 $52,500.00 49 71'-250' Max Length TONS ADDENDUM NO.3 INVITATION TO BID NO 2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I /\tv\ I BEi\ ' F-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 $700.00 $63,000.00 50 Greater than 250' Length TONS Furnish and Install Aluminum Pipe $142.00 $9,940.00 51 Guardrail 0'-70' Max Length 70 LF Furnish and Install Aluminum Pipe $142.00 $35,500.00 52 Guardrail 71'-250' Max Length 250 LF Furnish and Install Aluminum Pipe $142.00 $42,600.00 Guardrail for Greater than 250' Max 53 Length 300 LF Removal of Existing Seawall Cap 0'- $56.00 $3,920.00 54 70' Max Length _ 70 LF Removal of Existing Seawall Cap 71' $56.00 $ 14,000.00 55 250' Max Length 250 LF Removal of Existing Seawall Cap for $56.00 $ 16,800.00 56 Greater than 250' Length 300 LF Removal of Existing Seawall Footing $377.00 $26,390.00 57 0'-70' Max Leith _ 70 LF Removal of Existing Seawall Footing $386.00 $96,500.00 58 71'-250' Max Length 250 LF Removal of Existing Seawall Footing $386.00 $ 115,800.00 59 for Greater than 250' Length 300 LF Excavation and removal of soil $63.00 $6,300.00 landside if necessary 0'-70' Max 60 Length 100 cY Excavation and removal of soil $ 70.00 $24,500.00 landside if necessary 71'-250' Max 350 61 Length cY Excavation and removal of soil $71.00 $30,530.00 landside if necessary for Greater than 430 62 250' Length cY Backfill Material (clean sand)0'-70' $ 95.00 $9,500.00 63 Max Length 100 cY Backfill Material (clean sand) 71'-250' 350 $75.00 $26,250.00 64 Max Length cY Backfill Material (clean sand)for 430 $82.00 $35,260.00 65 Greater than 250' Length cv Restoration of disturbed area 0'-70 115 $63.00 $7,245.00 66 Max Length sv Restoration of disturbed area 71'-250' 415 $41.00 $17,015.00 67 Max Length sY ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I A M I B E A C H PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3'd 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 $42.00 $21,000.00 68 than 250' Length sY As-Built/Record Drawings/logs 0'-70 $21,000.00 $21,000.00 69 Max Length 1 Ls As-Built/Record Drawings/logs 71'- $29,000.00 $29,000.00 70 250' Max Length 1 LS As-Built/Record Drawings/logs $36,000.00 $36,000.00 71 Greater than 250' Length 1 LS Silt fence and Turbidity barrier 0'-70 $23.00 $3,220.00 72 Max Length 140 LF Silt fence and Turbidity barrier 71'-250' $23.00 $11,500.00 73 Max Length 500 LF Silt fence and Turbidity barrier Greater $23.00 $13,800 74 than 250'Length 600 LF ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT*(PER 75 PROJECT AS 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: David Mancini and Sons, Inc. Authorized Agent Name: David Mancini Jr. Authorized Agent Title: Authorized Agent Signature: ADDENDUM NO.3 INVITATION TO BID NO 2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E BIDDER: 1 / I .. DAVID MANCINI & SONS, IN( 3401 N. Miami Avenue, Suite 213 / 214 Miami, Florida 33127 Ph: 305-532-8827 BID FOR: City of Miami Beach 1755 Meridian Avenue, 3`d Floor Miami Beach, FL 33139 Attn: Arju Yudasto (305) 673-7490 Ext 26695 Arj uYudastogmiamibeachfl.gov BID NAME: Continuing Services (As Needed) for the Construction of Seawalls Citywide BID No. / Project No.: Solicitation No. 2020-125-AY DUE DATE & TIME: Monday 08/24/2020 at 3:00 PM BID OPENING LOCATION & TIME: 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# Pompano Beach-Ph:(954)977-3556 Fax:(954)977-2040 Miami-Ph:(305)532-8827 Fax:(305)532-8835 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Supplier Response Form BID SUBMITTAL QUESTIONNAIRE-CONSTRUCTION Solicitation No: Solicitation Titte: 2020-125-AY CONTINUING SERVICES (AS NEEDED) FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE BIDDER'S NAME: David Mancini&Sons, Inc NO.OF YEARS IN BUSINESS: 10 NO.OF YEARS IN BUSINESS LOCALLY: NO.OF EMPLOYEES: 10 100 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS: N/A BIDDER PRIMARY ADDRESS(HEADQUARTERS): 3401 N. Miami Ave., Ste 213/214 CITY: Miami STATE: Florida ZIP CODE: 33127 TELEPHONE NO.: 305-532-8827 TOLL FREE NO.: FAX NO.: 954-944-2040 BIDDER LOCAL ADDRESS: 3401 N.Miami Ave.,Ste 213/214 CITY: Miami STATE: Florida ZIP CODE. 33127 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT: David Mancini Jr. ACCOUNT REP TELEPHONE NO.: 954-977-3556 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL: bids@dmsi.co FEDERAL TAX IDENTIFICATION NO.: 27-3716806 By virtue of submitting a bid,bidder agrees:a)to complete and unconditional acceptance of the terms and conditions of this document,inclusive of this solicitation,all specifications, attachments,exhibits and appendices and the contents of any Addenda released hereto; b)to be bound,at a minimum,to any and all specifications, terms and conditions contained herein or Addenda;c)that the bidder has not divulged,discussed,or compared the proposal with other bidders and has not colluded with any other bidder or party to any other bid;d)that bidder acknowledges that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws; e)the bidder agrees if this bid is accepted,to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the bidder and the City of Miami Beach,Florida,for the performance of all requirements to which the bid pertains; and f)that all responses,data and information contained in the bid submittal are true and accurate. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E The individual named below affirms that s/he:is a principal of the applicant duly authorized to execute this questionnaire,and that the contents of said document(s)are complete,true,and correct to the best of his/her knowledge and belief. Name of Bidder's Au oentativ Title of Bidder's Authorized Representative: David Maruoin.gt;— Vice-President cFr-rtr �t ACMNI)VVLEDGEMCM1 Or ArW FNDUM After issuance of solicitation, the City may release one or more addendum to the solicitation, which may provide additional information to bidders or alter solicitation requirements. The City will strive to reach every bidder having received solicitation through the City's e- procurement system. However, bidders are solely responsible for assuring they have received any and all addendum issued pursuant to solicitation. This Acknowledgement of Addendum section certifies that the bidder has received all addendum released by the City pursuant to this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualification. Enter Initial to Enter Initial to Enter Initial to Confirm Confirm Confirm Receipt Receipt Receipt DM Addendum 1 Addendum 6 Addendum 11 DM Addendum 2 Addendum 7 Addendum 12 p M Addendum 3 Addendum 8 Addendum 13 Addendum 4 Addendum 9 Addendum 14 Addendum 5 Addendum 10 Addendum 15 If additional confirmation of addendum is required, submit under separate cover. oLt.. t,fut a I tuNNt 1. Provide the names of each owner (stockholder, sole proprietor, and partner), director, or officer of the company, below. Submit additional names on a separate sheet if required. David Mancini, President 60 David Mancini Jr., Vice-President&Secr 20 Richard Mancini,Vice-President 20 2.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 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Reference No.1 Firm Name: City of Miami Beach Contact Individual Name and Title: Eugene Egemba,P.E.,Civil Engineer III 1700 Convention Center Drive, Miami Beach,FL 33139 Address: Telephone: 305-673-7000 Ext 6738 Contact's Email: EugeneEgemba@miamibeachfl.gov Narrative on Scope of Services Provided: Crespi Blvd Project consist of the replacement of a Water Main,the installation of a new storm water collection system,and a construction of a pump Station at the 81st street end.The proposed Pump Station include a pollution control system,construction of new seawall,and a outfall that meets permit requirements. Road section impacted by the work were milled and new asphalt was overlaid. Reference No.2 Firm Name: City Of Miami Beach Contact Individual Name and Title: Giancarlo Pena,P.E.,CGC.,Civil Engineer III 1700 Convention Center Drive, Miami Beach,FL 33139 Address: Telephone: 305-673-7000 Ext 6343 Contact's Email: GiancarloPena@miamibeachfl.gov Narrative on Scope of Services Provided: MBCC Pump Station consisted of the construction of Stormwater Pump Station at the NE Corner of Miami Beach Convention Center.Including site preparation;earthwork;storm drainage infrastructure installation,construction of Pump Station and conflict utility resolutions. Construction Included 175 FT of new seawall using the most updated Public Works standard seawall detail.The minimum seawall top elevation is 5.7NAVD.The seawall openings shall include manatee grates to allow storm water runoff into Collins Canal.A layer of rubble rip rap with an approximately 12"in diameter shall be installed for the entire length of the seawall.Installation of Manatee Grates shall be of aluminum type and all hardware shall be of SS type 316. Reference No.3 Firm Name: City of Miami Contact Individual Name and Title: Valentine Onuigboh,CIP Sr.Project Manager 444 SW 2nd Avenue Miami, FL 33130 Address: Telephone: 786-447-9817 Contact's Email: vonuigbo@miamigov.com DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Narrative on Scope of Services Provided: Spring Garden Point Park Seawall&Kayak consisted of a Shoreline Concrete Bulkhead replacement of approximately 360 LF along Seybold Canal. Construction of a Kayak Ramp at south shoreline of the Park along Miami River.Removal of the riprap revetment within the Kayak ramp footprint and reworking of the riprap along the shoreline+/-58 LF from the Southeast corner of the property.The portion of the revetment adjacent to the west site of the kayak ramp was graded and secured with filter fabric and riprap between installation+/-300 LF of steel pile seawall.Removal of the top portion of 60 LF of seawall from the north property line and installation of 60 LF of concrete seawall from the north property line. Additional Reference Firm Name: Contact Individual Name and Title: Address: Telephone: Contact's Email: Narrative on Scope of Services Provided 3. Has the applicant company's construction license(s)been revoked during the last five(5)years? IIYES IR!NO If yes,why? 4. Have any owners, directors, officers, or agents of the applicant company had a license revoked during the last five(5)years? YES ik NO If yes,why? 5.Is the applicant company currently barred by a governmental agency,from bidding work as a prime or subcontractor? I YES [XI NO If yes,state debarment period and the reason(s)for debarment? DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 6.Has a surety completed, or paid for completion, of a project on behalf of the applicant company,within the last five(5)years? OYES (X NO If yes,why? 7. Has the applicant company or any of its owners, directors, officers, or agents been convicted of a crime or had a claim that was filed in a court and mediated or arbitrated during the last five (5)years? YES IX NO If yes,why? 8. Is an affiliate of the applicant company prequalified by the City of Miami Beach to bid on construction work? YES X NO If yes,state the name of the affiliate? 9. Is the applicant company a parent, subsidiary, or holding company for another construction company? YES X NO If the answer is"yes."identify the company and type of relationship(s),below: 10. Is an owner,director,officer,or agent of the applicant company affiliated with another company? i_AES 'X NO If the answer is"yes,"provide the following information for each individual and the affiliated company. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 11.Is the applicant company currently the debtor in a bankruptcy case or file for bankruptcy during the last five(5)years? DYES LX NO If yes,explain and attach,as applicable, the relevant case and court documents,including(but not limited to):the original petition,including the case number and the date that the petition was filed; a copy of the bankruptcy court's discharge order, and any other document that ended the case, if no discharge order was issued. 12. Has any owner, director, officer, or agent for the applicant company, or has any business organization in which any such person was an owner, director, officer, or agent filed for or been discharged in bankruptcy within the past five(5) years? YES iXi NO If yes,explain and attach a copy of the discharge order,order confirming plan and if a Corporate Chapter 7 case,a copy of the notice of commencement. 13.Has any owner,director,officer,or agent of the applicant company owned or managed a construction company under any other name in the last five(5)years? L. YES X'1\10 If yes,explain. 14.Has the applicant company been assessed or paid liquidated damages on any project during the past five (5)years,whether the project was publicly or privately owned? OYES iX NO If yes,explain. 15.Are there currently any liens, suits, or judgments of record pending against any owner, director, officer,or agent for the company that is related to construction activities of a business organization? YES IX NO DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E If yes,explain. 16.Has the applicant company or any of its owners,officers,or partners ever been convicted (criminal)or found liable (civil) for making either a false claim or material misrepresentation to any public agency or entity? YES X NO If yes,explain. 17.Has the applicant company or any of its owners, officers, or partners ever been convicted of any a federal or state crime? ' YES 'X NO If yes,explain. 18. Is any officer, director, employee or agent, or immediate family member (spouse, parent, sibling, and child) of any officer, director, employee or agent,an employee of the City of Miami Beach? YES 'X NO If yes,state name,title and 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? LIVES XNO If yes,list name(first and last name)of individuals,occupation,amount and date: 1 2 3 4 5 6 7 8 9 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 20. Pursuant to City Ordinance No.2016-3990,the City shall not enter into a contract with a business unless the business represents that it does not and will not engage in a boycott as defined in Section 2-375(a)of the City Code, including the blacklisting, divesting from, or otherwise refusing to deal with a person or entity when such action is based on race,color, national origin, religion,sex, intersexuality, gender identity, sexual orientation, marital or familial status, age or disability. Does the applicant agree to be comply with this prohibition? iX YES LI NO 21. Is the applicant a small business concern owned and controlled by a veteran(s) (certified by the State of Florida Department of Management Services or a service-disabled veteran business enterprise(certified by the United States Department of Veterans Affairs). OYES iXNO 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? IX YES ,__'NO B. Does your company provide or offer access to any benefits to employees with(same or opposite sex)domestic partners*or to domestic partners of employees? IXIYES LINO 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 provided to employees because they have a spouse or domestic partner, such as bereavement leave; other benefits are provided directly to the spous' domestic partner,such as medical insurance. Health X X Sick Leave X X Family Medical Leave X X Bereavement Leave X 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? i YES XNO If yes, explain. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 24. Financial Capacity. When requested by the City, each bidder shall arrange for Dun & Bradstreet to submit a Supplier Qualification Report (SQR)directly to the City. No proposal will be considered without receipt, by the City, of the SQR directly from Dun & Bradstreet. The cost of the preparation of the SQR shall be the responsibility of the bidder.The bidder shall request the SQR report from D&B at, https://supplierportal.dnb.com/webapp/wcs/storeslservletiSupplierPortallstoreld=11696 Bidders are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each bidder review the information contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation process.For assistance with any portion of the SQR submittal process, contact Dun&Bradstreet at 800-424-2495. At time of request, bidder shall request that Dun & Bradstreet submit its Supplier Qualifier Report directly to the City, with bid or within three(3)days of request. Please enter your password below and click Save to save your response. Please be aware that typing in your password acts as your electronic signature,which is just as legal and binding as an original signature. (See Electronic Siptwtures in Global;nal National Commerec Act for more information.) To take exception: 1)Click Take Exception. 2)Create a Word document detailing your exceptions. 3)Upload exceptions as an attachment to your offer on BidSync's system. By completing this form,your bid has not yet been submitted. Please click on the place offer button to finish filling out your bid. Username amejiarOdmsi.co • Password �}n 1 I - 11 20 lug Take Exception Close David Mancini Jr.,Vice-President Date * Required fields DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E MIAMI B EAC IH 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: Mu 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. 7Procu rely, De r ent Director i ►_- _I2-0_/0 .vivid Mancini Jr,Vice-President Date Name&Title of Bidder's Authorized Representative ADDENDUM NO.1 INVITATION TO BID NO,2020-125-AY CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I A M I BE/\ F-1 PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3,d 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). (_\Y•1:uu.[d.IuIIL[elly1.1.11►h1 Lilailtele1>,I131.1:l 1'1►E1*It'Zo114111['1►i;.I4kA .I 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. :I ,erely, Alex D•nis Procu ament Director 2 2 David Mancini Jr., Vice-President Dat Name &Title of Bidder's Authorized Representative ADDENDUM NO.2 INVITATION TO BID NO.2020-125•AY CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 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 ADDENDUM NO.3 INVITATION TO BID NO 2020-125-AY r Continuing services for construction of seawalls David Mancini Jr., Vice-President Da e Name &Title of Bidder's Authorized Representative DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Christopher J.Ashley TRAVELERS J Senior Account Underwriter Bond&Specialty Insurance 1441 W.Long Lake Road,Suite 300 Troy,Ml 48098 248 312 7953 866.216 5992(fax) cashley@travelers.com August 24, 2020 City of Miami Beach 1755 Meridian Ave, 3rd Floor Miami Beach, FL 33139 Re: Continuing Services (As Needed) for the construction of Seawalls Citywide - Solicitation No. 2020-125-AY To Whom It May Concern: We are pleased to share with you our experience as surety for David Mancini & Sons, Inc. We consider David Mancini & Sons, Inc. one of our outstanding and most valued clients in whom we have the highest confidence. Through the years this company has, in our opinion, remained properly financed, well equipped and capably managed. Travelers Casualty and Surety Company of America ("Travelers")1 is prepared to give favorable consideration to the execution of contract performance and payment bonds running to the Owner, in association with the above captioned project. David Mancini & Sons, Inc. currently has a$35,000,000 single/$75,000,000 aggregate work program. Please note that the decision to issue performance and payment bonds is a matter between David Mancini & Sons, Inc. and Travelers, and will be subject to our standard underwriting at the time of the final bond request, which will include but not be limited to the acceptability of the contract documents, bond forms and financing. We assume no liability to third parties or to you if for any reason we do not execute said bonds. If you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA (j16"641/"\"\)'' Christopher . Ashley Travelers is an A++ (Superior) A.M. Best rated insurance company (Financial Size Category XV ($2 billion or more)). DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E /; I )'Vv II ) MANS INI IIN(.. August 17th, 2020 To Whom It May Concern RE: Financial Statement To Whom It May Concern: We at David Mancini & Sons, Inc. would like to thank you for the opportunity to serve the City of Miami Beach; however, our financial statement is proprietary and confidential and therefore, we do not wish it be made public. Our financial records are available for your appropriate staff to review at our accounting office in Pompano Beach, FL. Please advise us 48 hours in advance. If you have any questions regarding our financial information, please feel free to contact our Controller, Kimberley Weldon at(954) 977-3556. Sinceyely� ;f: dad Mancini, President David Mancini &Sons, Inc. 1939 NW 40th Ct.Pompano Beach,FL 33064 1210 Washington Ave.#250 Miami Beach,FL 33139 Ph:954-977-3556 Fax:954-977-2040 Ph:305-532-8827 Fax:305-532-8835 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E —...,,,o DAVIMAN-01 HARRISM, ACORIO► CERTIFICATE OF LIABILITY INSURANCE a"�`M""°°"YY ' `/ 6/27/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER C 4EACT Brenda Laflamme Insurance Office of America,Inc. PHONE FAx 1855 West State Road 434 lac.Ne.Ezp (407)998 5421 15421 IAiC.No:(407)788-7933 _ Longwood,FL 32750 ADDRESS Brend8.Laflamme@ioausa.COm INSURERS)AFFORDING COVERAGE NAIC Y INSURER A:Evanston Insurance Company 36378 INSURED INSURER a:Liberty Insurance Corporation 42404 David Mancini&Sons,Inc. INsuRERc:Liberty Mutual Fire Insurance Company 23035 2601 Wiles Rd INSURER0: Pompano Beach, FL 33073 INSURER E: IINSURER F: - - - - -- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LIR INS) MD IMWDDIYYYYI (YNIIX)NYYYI A X COMMERCIAL GENERAL LIABILITY EACH QCCURRENCE S 1'000,000 CLAIMS-MADE X OCCUR TO RENTED 50,000 �� MKLV1ENV102342 4/1/2020 4/1/2021 _e8�1Ea. l s- X General LiabilityMED EXP(Any one person) $ 5,000 PERSONAL&AINJURY _ S 1,000,000 DV GEM.AGGREGATE LIMIT APPLIES PER: I ( GENERAL AGGREGATE $ 5,000,000 I �p POLICY�_.__J FMX Lac PRODUCTS-COMP/OP AGG ; 2,000,000 OTHER - S B AUTOMOBILE UAaIUTY Ce acciilEO SINGLE LIMIT sral1 1,000,000 X ANY AUTO 57-Z51-292589.020 4/1/2020 4/1/2021 BODILY INJURY(Per awn) s AUTOSONLY SCWNED HEDULED AUTOS pBOOOIpL�Y INJURY(Peraccident) i X AUTOS ONLY X ,AUTOS ONLY (PK I A i .S UMBRELLA UAB OCCUR 1 EACH OCCURRENCE J r— EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS ; C WORKERS COMPENSATIONOTH- AND EMPLOYERS'LIABIUTY Y/ X ST TUTE ER WC2-Z51-292589-010 4/1/2020 4/1/2021 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE r E.L.EACH ACCIDENT $ FICER/ME Miig R EXCLUDED? L N IA iAandatory in NH) I 500,000 E.L.DISEASE-EA EMPLOYEE S _ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E .DISEASE-POLICY LIMIT $ A Pollution Legal Llab MKLVIENVI02342 4/1/2020 4/1/2021 Aggregate Limit 2,000,000 A Ltd Prof LiabIMKLVIENV102342 4/1/2020 4/112021 Ded:51,000 1,000,000 l i DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLESACORD 101,Additional Remarks Schedule,may be attached If more space is required) Insurer Type of Insurance Policy Number Effective Aggregate Limit Zurich American Ins.Co. Installation Floater CPP0507B26 0410112020-04/01/2021 $500,000 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. David Mancini&Sons,Inc.-FOR INFORMATIONAL AUTHORIZED REPRESENTATIVE PURPOSES ONLY /� 2601 Wiles Rd Q kwl...,... - A034287 Temeano Beach,FL 33073 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E Dm s i DAVID MANCI \ I & SONS, IN( '• Miami Beach Convention Center Stormwater. it-t. -: = P Jr, ,• .i./, • - � r i4 s, 1,10#14:1°. 1 . 0 . — •wt. . . ,..- .. ,, • . _ --.'—. 'sr--.*. * r - w ,•) it -- _.�• = }._ K • a. A.3s'• y '1 f .1 Crespi Blvd Water Main Project. 't. P ow.., 111111 r J ' 1 WI r y r ILA %t - i .. . , - . . . 17IIN r .. 1 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E State of Florida Department of State I certify from the records of this office that DAVID MANCINI & SONS, INC. is a corporation organized under the laws of the State of Florida, filed on October 20, 2010, effective October 20, 2010. The document number of this corporation is P 10000086044. I further certify that said corporation has paid all fees due this office through December 31, 2020, that its most recent annual report/uniform business report was filed on February 3, 2020, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Third day of February, 2020 iS � •'':s \A70_,r4,is•:,.,..;/.::. .;.':.74`' *1#1414X4t—. ,R a �,:i:.,,,,..1 ,/ .. Secretary of State Tracking Number:239240883ICC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfstatus/CertificateAuthen tication DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 7/1/2020 Detail by Entity Name jari,,z.org Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Florida Profit Corporation DAVID MANCINI & SONS, INC. Elting Information Document Number P10000086044 FEI/EIN Number 27-3716806 Date Filed 10/20/2010 Effective Date 10/20/2010 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 03/23/2015 Event Effective Date NONE Principal Address 2601 Wiles Road Pompano Beach, FL 33073 Changed: 02/03/2020 Mailing Address 2601 WILES ROAD POMPANO BEACH, FL 33073 Changed: 05/15/2017 Registered Agent Name&Address MANCINI, DAVID A 2601 WILES ROAD POMPANO BEACH, FL 33073 Address Changed: 05/15/2017 Officer/Director Detail Name &Address Title P MANCINI, DAVID 1875 N HIBISCUS DRIVE Miami, FL 33181 search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inguirytype=EntilyName&directionType=lnitial&searchNameOrder=DAVIDMANCINI... 1/2 DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E 7/1/2020 Detail by Entity Name Title SECR MANCINI , DAVID A, Jr. 1875 N. HIBISCUS DRIVE MIAMI, FL 33181 Title VP Mancini,David A,Jr. 1875 N HIBISCUS DRIVE Miami, FL 33181 Title VP MANCINI, RICHARD 2601 WILES ROAD POMPANO BEACH, FL 33073 Annual Report Report Year Filed Date 2018 01/16/2018 2019 01/24/2019 2020 02/03/2020 Document Ima9e§ 02/03/2020--ANNUAL REPORT View image in PDF format 01/24/2019—ANNUAL REPORT View image in PDF format 01/16/2018—ANNUAL REPORT View image in PDF format 05/15/2017--Reg Agent Change View image in PDF format 02/02/2017—ANNUAL REPORT View image in PDF format 0-1126112016-ANNUAL REPORT View image in PDF format 10/15/2015-AMENDED ANNUAL REPORT View image in PDF format 03/23/2015—Amendment View image in PDF format 01113/2015—ANNUAL REPORT View image in PDF format 09/30/2014-AMENDED ANNUAL REPORT View image in POE format 01/17/2014-ANNUAL REPORT View image in PDF format 03/t3/2013—ANNU.AL REPORT View image in PDF format 02/24/2012--ANNUAL REPORT View image in PDF format 92/22/2011—ANNUAL REPORT View image in PDF format 10/20/2010-Domestic Profit View image in PDF format search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inguirytype=EntityName&directionType=Initial&searchNameorder=DAVIDMANCINI..- 2/2 0 c E D co ,2_, - •^�, RICK SCOTT, GOVERNOR ill JONATHAN ZACHEM, SECRETARY _o ., , .' E db° r o lor it .3L,_, 7- .!„; 4011fr 79 m STATE OF FLORIDA m DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION m T D 0 0 CONSTRUCTION INDUSTRY LICENSING BOARD N coN THE UNDERGROUND UTILITY & EXCAVATION CO HEREIN IS CERTIFIED UNDER THE g o PROVISIONS OF CHAPTER 489, FLORIDA STATUTES m MANCINI, DAVID A DAVID MANCINI & SONS, INC. 2601 WILES ROAD POMPANO BEACH FL 33073 LICENSE NUMBER: CUC044220 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com D .. ::0 :i•._t� Do not alter this document in any form. .: r �:1 .'• ';o : This is your license. It is unlawful for anyone other than the licensee to use this document. o5. . o n II d bco 1ni >- Ron DeSantis, Governor Halsey Beshears,Secretary o_. . "vo. -1--------. % _c, r ,, ,. ,,,,,77-,, - . - t mc° ^: « ` STATE OF FLORIDA �on ` 4 ' DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION m rm A CONSTRUCTION INDUSTRY LICENSING BOARD m D 0 O THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE N m PROVISIONS OF CHAPTER 489, FLORIDA STATUTES o m o0 N m MELEHAN, FRANCIS PATRICK DAVID MANCINI & SONS, INC 26124 N TURKEY CREEK ROAD EVERGREEN CO 80439 •f * , _\ LICENSE NUMBER: CGC1506008 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com -!:i5: Do not alter this document in any form. Ta This is your license. It is unlawful for anyone other than the licensee to use this document. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E FDOT Florida Department of Transportation RON DESANTIS 605 Suwannee Street KEVIN J.THIBAULT,P.E. GOVERNOR Tallahassee, FL. 32399-0450 SECRETARY June 1, 2020 DAVID MANCINI & SONS, INC. 2601 WILES ROAD POMPANO BEACH, FLORIDA 33073 RE: CERTIFICATE OF QUALIFICATION Dear Sir/Madam: The Department of Transportation has qualified your company for the type of work indicated below. Unless your company is notified otherwise, this Certificate of Qualification will expire 6/30/2021. However, the new application is due 4/30/2021. In accordance with S.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If your company's maximum capacity has been revised, you can access it by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwpl.dot.state.fl.us/ContractorPreQualification/ Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. FDOT APPROVED WORK CLASSES: DRAINAGE, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING, MINOR BRIDGES, ASPHALT RESTORATION, DIRECTIONAL DRILLING, PUMPS STATIONS, UNDERGROUND UTILITY (WATER & SEWER) . You may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3) , Florida Administrative Code (F.A.C.) , by accessing your most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. All prequalified contractors are required by Section 14-22.006(3) , F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. SS�irncceerrely, 4ezt- Alan Autry, Manager Contracts Administration Office AA:cg www.tCUOt.gov DocuSign Envelope ID:OF11513E-78E4-4E0E-AODA-2B620A56CO2E • DAVID A. .1 ' MANCINI, C.U.0 omp, DESIGN-BUIL FR MANAGER 1111 Industry Experience: 35 Yrs Registration/Certifications: Organization--080008454 1985-2010-Qualifier Design/Build Experience: State of Florida Underground 1988-2010-Ric-Man 10 Yrs Utility License No. Experience: International, Inc. (RMI) Member of the Engineering CUC0442220 President and Qualifier President Contractors Association. Broward County License#00- October 2010-Present Advisory Board Member of 1650-W David Mancini& Sons, Inc. the Plastic Pipe Institute. Qualified Business (DPMI)President With over thirty-five years of construction experience from Michigan to Florida, David Mancini has built David Mancini & Sons, Inc. (DMSI) into the premier underground civil contractor in South Florida. David served as President and Qualifier for his father, Richard Mancini, at Ric-Man International, Inc. from 1985-2010. Since incorporating David Mancini & Sons, Inc. in 2010, his "hands on"abilities and vast pool of knowledge have enabled DMSI to become the leader in large diameter pipeline construction. Serving as Design-Builder Manager, David Mancini has successfully completed a long list of projects within an urban environment throughout South Florida that include the installation of transmission water mains (PCCP & DIP), transmission force mains (PCCP & DIP), sanitary sewers, storm sewers, pump stations, jack and bores, micro tunnels, directional drills, roadways, sub- aqueous crossings, and neighborhood improvement projects over the past three decades. David Mancini is highly recognized for his expertise and achievements in trenchless pipe solutions. KEY PROJECTS 42-INCH DIP WATER MAIN & 10" FORCE MAIN DESIGN BUILD—LINE STOPS&BYPASS ON 48-INCH PCCP INSTALLATION BETWEEN (US-115TH ST)TO THE FORCE MAIN CROSSING OLETA RIVER AT BISCAYNE PORT OF MIAMI AND PS 9141 REPLACEMENT BLVD AND NE 163 ST Role: President/Manager/Qualifier: Role: President/Manager/Qualifier: Installation of approximately 9,740 LF of 42-inch ductile iron Installation of approximately 800 LF of 42-inch HDPE pipe via pipe and fittings, valves, 4,000 LF of 30-inch WM HDPE horizontal directional drilling, and 1,000 LF Of 42" open cut. horizontal directional drilling Water Main & 4,000 LF of 12- inch FM HDPE subaqueous channel crossing along Biscayne 48-INCH FORCE MAIN (BROWARD CW&WWD) BROWARD Bay from Bayside to Port of Miami. COUNTY, FL, 2007 Role: Design-Build Manager DESIGN BUILD - 54-INCH REDUNDANT FORCE MAIN AT Over 5,000'of 48" Force Main within the FDOT Turnpike right- MIAMI BEACH of-way, completed in 8 months including design, permits and Role: President/Manager/Qualifier construction. The new pipeline was constructed alongside Installation of approximately 4,000 LF of 54-inch HDPE pipe a canal bank and residential neighborhood and included a via horizontal directional drilling, fittings, and valves along subaqueous crossing. Euclid Avenue from 11 St to Washington Avenue. Client: Broward County Water & Wastewater (Pat Macgregor (954)831-0904) 48-INCH PCCP SEWER ALONG NORTH MIAMI AVENUE Role: President/Manager/Qualifier: DERM01-WASD-NLE-WEST 54" FORCE MAIN , MIAMI- This project was done via the DESIGN-BUILDER method DADE COUNTY,FL, 2005 and it was to provide engineering, design, survey, technical Role: Design-Build Manager specifications, permitting and inspection to support the Design Build Project with Nova Engineering, consisting of construction, installation, testing and commissioning activities 9,240 LF of 54" PCCP Force Main complete with restoration, associated with the construction of 13,000 LF of 48-Inch infrastructure and beautification improvements along 57th Ave PCCP sewer, 12- inch and 16-inch water mains and 24-inch and the Opa-locka Airport Property. This project also included pipe for storm water drainage a 25' deep subaqueous, by pass of existing 48" FM and open cut of existing State Road Client: MDWASD (Jorge Aguiar(786) 552-8138) DAVID MANCINI&SONS,INC. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E TA, DAVID A. MANCINI, C.U.0 DESIGN BUILD SERVICES FOR THE REPLACEMENT OF 42" FORCE MAIN EMERGENCY REPAIR ON NE 163RD THE EXISTING 54" FM FROM CENTRAL DISTRICT WWTP STREET, MIAMI-DADE COUNTY,FL, 2007 TO FISHER ISLAND , MIAMI-DADE COUNTY, FL, 2014 Role: President/Manager/Qualifier Role: President/Manager/Qualifier Removal and replacement of 150 LF of 42" PCCP along NE Installation via open cut approximately 1,100 LF of 60" PCCP. 163rd Street. Porject entailed extensive MOT/ Shoring and Project required the bypass of the existing 54" & 42;; Force dewatering. Main. Client. MDWASD (Joe Armao (786) 586-4198) Client: Nicholson Construction Company for MDWASD (Eloy Ramos (412) 715-3265 EMERGENCY REPAIR OF 54" FLAGLER INTERCEPTOR, MIAMI-DADE COUNTY, FL, 2003 54" REDUNDANT SEWER FORCE MAIN, MIAMI-BEACH, FL Role: President/Manager/Qualifier 2014 This scope of work consisted of installing 1,400 LF of 54" Role: Design Build Manager PCCP Force Main Installation of appx. 1,000 LF of 54" PCCP, was constructed Client: MDWASD (Nelson Cesoedes (305) 439-8959) in an urban environment maintaining existing traffic which entailed extensive MOT& restoration INTERCONNECTION AT PUMP STATION 2 & CENTRAL Client: City of Miami Beach (aruce Mowry, PE(786) 759-8941) DISTRICT WWTP, MIAMI-DADE COUNTY, FL, 1999 Role: President/Manager/Qualifier 54" WATER MAIN SUBAQUOUES CROSSING AT RED Project consisted of installing 150' LF OF 120" PCCP FORCE ROAD, MIAMI-DADE COUNTY, FL 2014 MAIN which required a shutdown of the existing 72" PCCP Role: President/Manager/Qualifier FM and by-pass, remove the existing FM and interconnect the This deep subaqueous crossing appx. 300 LF of 54" DIP, was 120" PCCP FM. constructed alongside a bridge where (2) canals intersect to Client: MDWASD (Jorge Aguiar(786) 552-8138) facilitate widening by the FDOT. The minimal tolerances of this pipeline and the deep complex installation within the canal NORTH DISTRICT WWTP,MIAMI-DADE COUNTY, FL, 1997 were major challenges to this project. Role: President/Manager/Qualifier Client: MCM for MDWASD (Nelson Cespedes (305)439-8959) Project consisted of installation of 1,686 LF OF 72" PCCP FORCE MAIN which required ther interconnection at the 42" WATER MAIN REPAIR ON SW 2ND AVE I MIAMI DADE WWTP, by-pass pumping, shoring and dewatering. COUNTY, FL, 2012 Client: Harry Pepper & Associates, MDWASD (Jorge Aguiar Role: President/Manager/Qualifier (786) 552-8138) As an emergency contractor for Miami-Dade Water&Sewer for over 10 years, David Mancini was as called upon to remove FLAGLER STREET FORCE MAIN S5030 DIVISION 1,MIAMI- 60 LF of existing PCCP and replace with 60 LF section of 42" DADE COUNTY, FL,1996 DIP which was located in the center of SW 2nd Ave entailed Role: President/Manager/Qualifier extensive MOT, shoring and dewatering. Scope of work included the installation of 7,195 LF OF 54" Client: MDWASD (Nelson Cespedes (305)439-8959) PCCP FORCE MAIN along a (4) lane divided highway, extensive MOT, 12' deep excavation, shoring and dewatering. 48"WATER MAIN REPAIR ON SW 56th ST(MILLER DR)/ Client: MDWASD (Nelson Cespedes (305) 439-8959) MIAMI DADE COUNTY, FL, 2011 Role: President/Manager/Qualifier INTERCONNECTION TO EXISTING 60" FORCE MAIN, As an emergency contractor for Miami-Dade Water&Sewer for MIAMI-DADE COUNTY,FL, 1996 over 10 years, David Mancini was as called upon to remove Role: President/Manager/Qualifier 60 LF of existing PCCP and replace with 60 LF section of 42" Project consisted of installing 3,118 LF OF 60" PCCP FORCE DIP which was located in the center of SW 2nd Ave entailed MAIN and connection to existing force main at (6) locations extensive MOT, shoring and dewatering. from Flagler to SR 836, 57th Ave to 39th Court. Extensive Ciient: MDWASD (Nelson Cespedes (305)439-8959) pedestrian and vehicular MOT, shoring and dewatering. Client: MDWASD (Nelson Cespedes (305)439-8959) DAVID MANCINI&SONS,INC DocuSign Envelope ID:OF11513E-78E4-4EDE-AODA-2B620A56CO2E 00,'‘‘,.- DAVID A. 'ark . MANCINI JR. CONSTRUCTION MANAGER 1111 Industry Experience: 10 yrs Reference#1: Reference#2: Referencet3: Registration I Certifications 1 Bob Wertz: Senior Gregory Mullenski Carla S.Dixon-Capital Degrees: Project Manager City Inspector Projects Miami Beach OSHA Certification - City of Hollywood Engineering City of Hollywood Engineering -Capital Improvement Construction Safety and DivisionBwertz@hollywoodfl. Division Gmullenski@ Carladixon@miamibeachfl.gov Health MOT Work Zone Traffic org, hollywoodfl.org. Phone 305-673-7071 Control: Intermediate Level Phone 954-921-3930 Phone 954-249-2870} Master of Business and Administration Specialization in International Finance David A. Mancini Jr. has over 15 years of construction experience in South Florida. As a field laborer, David Mancini Jr. began his career in construction at only 15 years old, working on various construction projects for City Municipalities.As a Construction manager of David Mancini and Sons, Inc., David administers all construction operations, residential public relations, and coordination regarding the City of Hollywood's construction projects. His specialization and experience is in neighborhood improvement projects, water main replacements, high-profile and politically sensitive large diameter design build projects. His management practice consists of a "first person on site and last person to leave" attitude. David's main priority in administering construction operations is limiting at all cost the impact construction operations may impose on the residents. CONSTRUCTION MANAGER EXPERIENCE DESIGN BUILD SERVICES FOR THE INSTALLATION OF A 48- design, permitting, procurement, construction / installation, testing INCH FORCE MAIN ALONG NORTH MIAMI AVENUE, MIAMI, FL, and startup of a new 60-inch replacement FM. Project elements 2016 include:Approximately 5,200 linear feet of tunnel boring with precast segmental liners capable of accommodating a 60-inch internal Role: Construction Manager: This project includes the installation of diameter carrier pipeline.Approximately 2,500 linear feet of open cut approximately 13,000 linear feet of 48"sewer force main on NE 36th construction to install a 60-inch diameter pipe. Approximately 1,000 Street, between Federal Highway and North Miami Avenue. 12"and linear feet of horizontal directional drilling (HDD) to install 8-inch 16"water mains on North Miami Avenue, between NW 20th and 29th pipe that will relay the sewage flow from the Fisher Island Pump Street and 1,000 feet of 24"storm water drainage. Station (PS 170) to the tunnel. The replaced 54-inch FM will be cut, flushed, plugged at terminal locations, and abandoned for potential WATER MAIN & FORCE MAIN INTRACOASTAL WATERWAY rehabilitation in the future. CROSSINGS AT LAS OLAS BLVD. , FORT LAUDERDALE, FL, 2016 HOLLYWOOD WATER MAIN REPLACEMENT 11-5110, HOLLYWOOD, FL,2014 Role: Construction Manager: This project includes the installation of a 20" diameter water main and a new 16" diameter subaqueous Role: Construction Manager: Project consisted of the installation force main on the south of Las Olas Blvd. Bridge to provide additional of over 5,200 LF of 16-inch C905 PVC Transmission water main, redundancy to the Las Olas area.The City had selected the horizontal over 60,000 LF of 4", 6"and 8"C900 PVC and DIP distribution water directional drilling (HDD) method for construction of the proposed mains,fittings,valves,fire hydrants,and interconnections associated subaqueous crossings. with the water main replacement. The project also included over 900 water service connections at the existing meters and over 400 DESIGN-BUILD SERVICES FOR THE REPLACEMENT OF THE water meter relocations and water service installations on the private EXISTING 54-INCH SANITARY SEWER FORCE MAIN PIPELINE property. Some of the key construction activities included emergency FROM THE CENTRAL DISTRICT WASTEWATER TREATMENT response, temporary traffic controls, clearing and grubbing, tree PLANT TO FISHER ISLAND, UNDER NORRIS CUT CHANNEL, relocation,locating and protecting existing utilities,trench excavation, MIAMI, FL , 2014 shoring,density testing,pressure testing,pipe disinfection,pavement restoration,existing water main abandonment, and coordination with Role: Construction Manager: Design-Build project to replace the Homeowners Association, City, County, and FDOT Utility Staff. existing 54-inch force main (FM) from the Virginia Key Central District Wastewater Treatment Plant (CDWWTP) under Biscayne Bay Norris Cut to Fisher Island. Including: planning, engineering, DAVID MANCINI&SONS,INC DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E �• FABIO --ilk': 1 ANGARITA Industry Experience: '`; rs Experience: Project Manager Co-owner I Project Manager Education: Project Manager 2006 to 2007 1999-2002 Civil Engineer 2013 to Present Development and GDC Ltda(Colombia) David Mancini&Sons, Inc. Communications Group of Florida, Inc. Project Manager 2007 to 2013 Project Manager Southeastern Engineering 2004 to 2006 Contractors, Inc. Petro Hydro Inc. Fabio Angarita has successfully completed a over $60 million of municipal projects in highly urban environments throughout Dade County, Florida including storm sewer projects, storm sewer pump stations, force mains (PCCP & DIP), sub-aqueous crossings, roadway, and neighborhood improvement projects over the past decade. EXPERIENCE SEABOARD ACRES PUMP STATION RETROFIT AND PUMP CRESPI BLVD WATER MAIN,STORM SEWER COLLECTION CASING REPLACEMENT , MIAMI DADE COUNTY 2015 SYSTEM AND STORM SEWER PUMP STATION, MIAMI DADE COUNTY, FL Role: QA/QC Manager: Located in Northeast Miami-Dade County at the intersection of NE 131st Street and Memorial Role: QA/QC Manager: Installation of Water Main and Storm Highway. This Neighborhood includes mostly residential Sewer System along Crespi Blvd between 85TH street and developments and some commercial developments. The 79TH Street.The project Includes the installations of over 2500 proposed improvements include the complete demolition and LF of Water Main, over 2800 LF of Storm Sewer collection reconstruction of the existing Seaboard Acres Storm Water system, Installations of pollution Control Structure, Installations Pump Station. The reconstructed pump station has a pumping of Storm Sewer Pump Station, construction of seawall and capacity of 40 CFS achieved by using two (2) electronic landscaping along a residential neighborhood. submersible pumps of 20 CFS each. Also emergency diesel Client:: City of Miami Beach (Eugene Egemba, P.E. (305) 781- pumps backup Generator and Telemetry System for remote, 0391) monitoring, and control of the pumps and generator. Client: Miami-Dade County Public Works (Ruben Arencib a SWEETWATER STORM SEWER IMPROVEMENTS PHASE (305)469-9539) 118 2013- 2014 54-INCH REDUNDANT SEWERE FORCE MAIN , CITY OF Role: QA/QC Manager: Installation of about 6000 LF of storm MIAMI BEACH 2015 sewer collection system and two(2)storm sewer pump stations with capacity of 5500 GPM along a residential neighborhood. Role:QA/QC Manager:Aproject that involved a54-inch sanitary Client: City of Sweetwater(Eric Gomez, P.E.(305)-553-5457) sewer pipeline located in Miami,FL that runs underneath Euclid Avenue and Washington Avenue from Commerce Street to 11 FDOT T6278, FDOT 2014 Street. A world record of aa 3,000 – foot long and a 1,200 – foot long installation of a 54 –inch IPS DR -17high—density Role: QA/QC Manager: Installation of 54" Water Main polyethylene (HDPE) pipe using horizontal directional drilling subaqueous crossing along NW 57TH Avenue between W46TH (HDD) methods. This pipe replaces the existing force main Street and W 53RD Street. sanitary line that was constructed in 1977 and served as the Client: MDWASD (Nelson Cespedes (305) 439-8959) sole means of wastewater conveyance through Miami Beach Client: City of Miami Beach DAVID MANCINI&SONS,INC DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E t . FABIO AFNGARITA DESIGN OUk.QER-QA/QC MAN AGFR FDOT E6G98-RO—PUSH BUTTON PROJECT Client: City of Hialeah/FDOT(Ignacio Serralta, P.E. (305) 662- 8887) Role: QA/QC Manager: Performance of several drainage and roadway project in FDOT District 6. Project included an TOWN OF GOLDEN BEACH, CAPITAL IMPROVEMENTS emergency drainage project in Downtown Miami and US1, PROJECT, MIAMI DADE, FL Drainage Improvements in Haulover Bridge and drainage Improvements on 163TH Street. Role: QA/QC Manager: Installation of new water main system along Golden Beach Drive, North, Center and South Island INSTALLATION OF SIX (6) 48" PLUG VALVES IN THE Dr, installations of water tight storm sewer collection system, EXISTING PCCP FORCE MAIN ALONG OPA LOCKA BLVD two(2)storm sewer pump stations, utility conversions for ATT, 2012 Atlantic Broadband and FPL, full roadway reconstruction, landscaping and beautification. Role: QA/QC Manager: Installation of 48" plug valves in Client. Town of Golden Beach (Alex Diaz, Town Manager(786) different locations in the existing PCCP Force Main along Opa 236-4211) Locka Blvd.The project included the installation of six(6)plug valves,the installation of twelve(12)line stops,implementation CENTRAL ISLAND DRAINAGE IMPROVEMENTS, CITY OF of extensive MOT, shoring and dewatering. SUNNY ISLES 2008,2009 Client: MDWASD (Nelson Cespedes (305) 439-8959) Role: QA/QC Manager: Installation of water tight storm sewer SAN MARCO ISLAND DRAINAGE IMPROVEMENTS 2011 collection system discharging to storm drainage wells and Improvements to Gwen Margolis Park.The project included the Role: QA/QC Manager: Preinstallations of storm sewer installation of more than 10,000 LF of storm sewer collection collection system and a pump station in San Marco Island. system, the construction of 22 deep wells, the construction of The project Included about 2000 LF of storm sewer collection a football field, landscaping and beautification. system, installation of four(4) deep wells, emergency bypass Client: City of Sunny Isles (Bill Evans,Assistant City Manager and storm sewer pump station. (786) 586-7533) Client City of Miami (Valentin Onuigbo, P.E.(786)447-9817) SWEETWATER STORM SEWER IMPROVEMENTS PHASE IV 2011 Role: QA/QC Manager: Installation of about 8000 LF of storm sewer collection system and two(2)storm sewer pump stations with capacity of 5500 GPM along a residential neighborhood. Client: City of Sweetwater (Eric Gomez. P.E.(305)-553-5457) FAIRLAWN STORM SEWER PHASE III 2011 Role: QA/QC Manager: Installations of about 10,000 LF of exfiltration storm sewer system along a residential neighborhood. Client City of Miami (Genady Beylin.(786)972-5048) E 4TH AVENUE IMPROVEMENTS, HIALEAH, FL 2010 Role: QA/QC Manager: Installation of storm sewer exfiltration system and full roadway reconstruction along E 4TH Avenue between 25TH Street and 32ND Street. DAVID MANCINI&SONS,INC. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E r,, ALEJANDRO io IM. t. 2 MEJIA 54 ;.IY InNA C'f 9 i111t7li1>t,f I ti. Industry Experience: 16 yrs Education: AS In Business Administration AS in Civil Engineering OSHA 30 Certification Alejandro Mejia has over 16 years of experience overseen municipal projects in highly urban environments, airports throughout Dade County, Broward County, Florida including storm sewer projects, storm sewer pump stations, sanitary sewer, force mains, water mains, roadway, and neighborhood improvement projects over the past decade. EXPERIENCE MDWASD INSTALLATION OF 42-INCH DIP WATER MAIN BROWARD COUNTY FLL, TERMINAL 4 EXTENSION, AND 10-INCH FORCE MAIN TO PORT OF MIAMI AND PS INSTALLATION OF MULTIPLE UNDERGROUND UTILITIES 9141 REPLACEMENT: AT FORT LAUDERDALE INTERNATIONAL AIRPORT: Safety Manager for the Miami-Dade Water and Sewer Safety Manager for furnishing and installing approximately Department (MDWASD) installation of 9,740 LF of 42-inch DIP 1000 LF in storm sewer pipes ranging from 30-inch to 96-inch; and fittings; 42-inch mechanical joint resilient seated wedge 2000 LF in water mains ranging from 8-inch to 12- inch ductile gate valve; Venturi meter(including valve and fittings, manhole iron pipe and fittings; 1500 LF in 8-inch sanitary sewer mains frame and cover, valve box quick disconnect, and concrete including laterals and new sanitary lift station. In addition to support slab); 260 LF of micro tunneling under existing FEC this, excavation of cast in place concrete piles and preparation railroad right-of-way (including steel casing, drill shafts, and of building pad for new Terminal 4. proposed area of construction); 4,600 LF of twin 30-inch HDPE HDD subaqueous channel crossing along Biscayne Bay MDC INSTALLATION OF 54-INCH BAR WRAPPED from Bayside to Port of Miami; replacement of Pump Station CONCRETE CYLINDER PIPE WATER MAIN AT RED ROAD (PS) 9141 (including existing 8-inch cast iron pipe (CIP) force IV FDOT T-6345: main connecting to wastewater collection and transmission Safety Manager of furnishing and installing approximately system); and installation of approximately 5,000 LF of 10-inch 4300 LF of 54- inch bar wrapped concrete pipe and fittings; 54- replacement force main pipeline between PS 9141 and a point inch mechanical butterfly valves; connections to existing 54- of connection on the mainland (City of Miami). inch water main and connection to existing 36-inch water main, including valves and fittings, access manholes installation. MDC EMERGENCY REPAIRS TO 72-INCH AND 54-INCH PCCP FORCE MAIN AT BISCAYNE BLVD&NW 156 STREET: Safety Manager for an emergency contractor for Miami-Dade Water&Sewer for over 10 years, David Mancini was as called upon to remove 60 LF of existing PCCP and replace with 60 LF section of 42" DIP which was located in the center of SW 2nd Ave entailed extensive MOT, shoring and dewatering. MDC INSTALLATION OF 54-INCH DIP FORCE MAIN AT OPA LOCKA EXECUTIVE AIRPORT: Safety Manager for furnishing and installing approximately 10,900 LF of 54- inch ductile iron pipe and fittings; 54- inch mechanical joint resilient seated wedge plug valves; connections to existing 48-inch force main and connection to existing 54-inch PCCP, including valves and fittings, access manholes installation. DAVID MANCINI&SONS,INC DocuSign Envelope ID:OF 11513E-78E4-4EOE-AODA-2B620A56CO2E RICHARD MANCINI SUPEklN U Nt)FNMil Industry Experience: 9 yrs Richard Mancini, Superintendent for David Mancini and Sons, Inc. has always been fascinated with the underground industry since a young age. When he was young, he would spend his days after school playing and pretend driving all the equipment in our storage yard, and starting around 10 years old, David SR, would bring him to jobsites on the weekend to learn how to run equipment. At 15 years old, he got his first summertime job cleaning the shop and doing light mechanic work. Fast forward to present day, Richie is fully immersed in the day to day business of running large diameter pipeline projects for just shy of 4 years. EXPERIENCE AREA N 48"Transmission WM, 15,000'-Oversee open cut installation, subaqueous crossing (100' wide canal, 25' underwater); crossing FDOT roadways SR-986 + SR-94, which SR-94 included a 1200'run. Developed MOT Plans, Coordinated with Stakeholders in the neighborhood, kept up to 4 crews busy daily, Designed alternate routes when conflicts emerged. Aug. 2018 - Nov. 2019 INDIAN CREEK 72"Storm Drainage 1,500'in Miami beach-included overseeing day to day operations, managing three to five in house DMSI Crews, while overseeing multiple subcontractors. Delivering fast tracked completion dates, installation of 72" drainage, a large pump station consisting of 5+ 100,000 lb structures, smaller diameter drainage structures and piping. Rebuilding a new roadway at a higher elevation. 2016 -Aug. 2018 OTHER EXPERIENCES INCLUDES: Foreman over seeing 8/12 inch water main installation with rear to front service conversions in Hollywood, FL. Pipe Cleaning supervisor for Airlift Dredging of the 54" HDPE Directional Drill. Spent multiple years as a laborer and operator, running all different types of equipment. DAVID MANCINI&SONS,INC. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E it ONIQUE ,J � `. WILLIAMS -' Experience: Mainline Foreman-August 2017—January 2020 full time—Miami Ave.,Area N, Virginia Key/Fisher Island. Emergency projects: 156th, 163rd, Ft Lauderdale raw water, Ft Lauderdale sewer. 42' valves Ft Lauderdale 2010—2017—Helped start and built DMSI when it first opened it's doors, did odds and ends for multiple mainline/restoration crews as laborer/loader operator. From Sunset Island to Biscayne Point became restoration foreman full time. Once Biscayne Point ended went to Alton Road became mainline/restoration forman laying 30" RCP drainage, including trench patching, built storm water pump station on 10th street. Started Hollywood Neighborhood water main improvement for 8/12"pvc pipe with rear to front service conversions. Ft Lauderdale GTL grit chamber improvements. EXPERIENCE MIAMI BEACH 54" DIRECTIONAL DRILL also worked many short spurts on major FDOT crossings first at 72nd street, and then 88th. Without Onsite 7 days a week, coordinating mud removal from drill rig oversaw drilling pressure relief wells along the route, restored Onique started working for Ric Man Intl as a laborer on a once the drills were completed, oversaw the cleaning of the restoration crew under David Mancini SR, when David Mancini internal pipe via airlift dredging. Oversaw delivery and fusing SR left Ric-Man Intl and started DMSI, Onique left with David of 54" HDPE. Sr to help build DMSI to what it is today. MIAMI AVE: 48" PCCP FORCE MAIN 13,100 FT Onique's official position was Foreman but truly acted as Superintendent. In charge of ordering materials, developing MOT plans, managing ultra-small footprint for large diameter installation through Miami's Midtown and Wynwood Districts. Designing pipe alignment through heavily infested utilities corridor when conflicts arose. Also installed around 2000 feet 12"watermain VIRGINIA KEY/FISHER ISLAND Onique gained tunnel tie in experience through installing the vertical 48" pipe inside the shafts,to connect from the tunnel to the tie in points with 90 degree bends. While also building the 36" bypass on the last 1,000 ft of large diameter FM feeding directly into Central District Wastewater Treatment Plant. AREA N Onique gained valuable experience installing a 48" Transmission WM under SFWMD C-2 Canal. This project consisted of extremely hard rock, installation of PCCP watermain 25 feet underwater on an 100-foot wide canal, utilizing 2 large excavators, while also designing the tie in and closing on the existing pipe from another DMSI crew. Onique DAVID MANCINI&SONS,INC. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E RYAN KALTZ Experience: Pipeline Superintendent Certs: OSHA 30. CPR/First Aid, OSHA Confined Space Ryan Kaltz has spent most all of his life working for the Mancini Family. He is 3rd generation, his grandfather used to make push rings for the tunnels in Michigan. His father, Daryl, Started working for Richard Mancini, founder of Ric-Man Michigan in 1983. In 2000, Ryan got his first job working for Ric-Man Michigan. First sweeping the floors and picking tools up after the other tradesman. In 2008, Ryan moved to Miami Beach, FL and started working for David Mancini Sr. at Ric-Man, Intl. He started as a laborer installing water services, soon after becoming foreman installing vacuum sewers in the Florida Keys, lift stations and laterals in Broadview Park, overseeing milling and paving operations along SR-441, and multiple water and drainage installation projects. During the 2010 reorganization of Ric-Man, INTL. Ryan left and came to work for David Mancini at DMSI as a Mainline/ Project Closeout Foreman. He became acting Superintendent on the recent projects of: Seaboard Pump Station, Convention Center Pump Station, and Area N 48" WM. He has proven knowledge in the underground construction market. EXPERIENCE KEY LARGO—2008 CRESPI DRAINAGE IMPROVEMENTS • Vacuum Sewer Installation Built pump station and installed pumps • Testing • Restoration 11TH STREET MIAMI BEACH IMPROVEMENTS • Watermain I Storm Sewer/Forcemain Improvements BROADVIEW PARK— 2009 • Raising Road Elevation • Well pointing • Lift Stations CONVENTION CENTER PUMP STATION —2016 • Sanitary Sewer/Laterals • Install two 35' deep pollution control structures in • Drainage Installations cofferdam • ROW to ROW Restoration. • Install multiple large concrete structures • Install 96" RCP connections between structures CITY OF SURFSIDE—2010 • Clean and complete inspections • Water/Drainage Installation • Coordinate with subcontractors • Water Service /Meter Replacements • Sewer Point/Lateral Repairs SEABOARD PUMP STATION - 2017 • Install a 20' x 50' concrete structure via Caisson SWEET WATER PUMP STATIONS method in rock • Clean and Build Pump Stations • Demolition and replacement of storm water pump • Oversee inspections and close out project station • Coordinate with subcontractors VIRGINIA KEY TUNNEL SHAFT • Ordering materials • Ring Beams, Concrete work for thrust wall and tunnel seal AREA N 48"WM -2018 THRU 2020 • Oversee day to day activities ALTON ROAD MIAMI BEACH • 2013 • Set up MOT • RCP Drainage and Water Main installation • Review plans for constructability • Pump Station Installation • Cross major roadways (SR-94 / SR986) • Oversee cleaning and inspection operations • Install the C-100 Canal crossing (25 ft underwater) DAVID MANCINI&SONS,INC DM S II DAVID MANCIN I & SONS, INC. REFERENCE 1: CRESPI BLVD PUMP STATION CONTRACT SEAWALL CONCRETE SHEET CONCRETE PROJECT MANAGER OWNER NAME CONTACT NAME TELEPHONE EMAIL PROJECT ADDRESS SCOPE OF SERVICE COMPLETION DATE AMOUNT LENGTH PILES PILES PANELS • Crespi Blvd Project consisted of the replacement of a Water Main,installation of a new storm water CITY OF MIAMI 305-673-7000 EXT CRESPI BLVD,MIAMI collection system,and a construction of a pump DAVID MANCINI BEACH EUGENE EGEMBA 6738 EUGENEEGEMBA@MIAMIBEACHFL.GOV BEACH Station at the 81st street end.The proposed Pump $ 3,872,516.00 October 22,2015 50 LF Station include a pollution control system, construction of new seawall,and a outfall.Road milling and new asphalt overlaid. REFERENCE2: MIAMI BEACH CONVENTION CENTER PUMP STATION • CONTRACT SEAWALL CONCRETE SHEET CONCRETE PROJECT MANAGER OWNER NAME CONTACT NAME TELEPHONE EMAIL PROJECT ADDRESS SCOPE OF SERVICE AMOUNT COMPLETION DATE LENGTH PILES PILES PANELS MBCC Pump Station consisted of the construction of Stormwater Pump Station at the NE Corner of Miami Beach Convention Center.Including site preparation,earthwork: storm drainage infrastructure installation,construction of Pump Station and conflict utility resolutions.Construction NE CORNER OF included 175 FT of new seawall using the most updated CITY OF MIAMI 305-673-7000 EXT Public Works standard seawall detail.The minimum DAVID MANCINI GIANCARLO PENA GIANCARLOPENAIMIAMIBEACHFL.GOV CONVENTION CENTER $ 4,613,037.00 October 31,2019 175 LF BEACH 6343DR seawall top elevation is 5.7NAVD.The seawall openings shall include manatee grates to allow storm water runoff into Collins Canal.A layer of rubble rip rap with an approximately 12 in diameter shall be installed for the entire length of the seawall.Installation of Manatee Grates shall be of aluminum type and all hardware shall be of SS type 316. REFERENCE3: SPRING GARDEN POINT PARK SEAWALL CONTRACT SEAWALL CONCRETE SHEET CONCRETE PROTECT MANAGER OWNER NAME CONTACT NAME TELEPHONE EMAIL PROJECT ADDRESS SCOPE OF SERVICE AMOUNT COMPLETION DATE LENGTH PILES PILES PANELS Spring Garden Point Park Seawall&Kayak consisted of a Shoreline Concrete Bulkhead replacement of approximately 360 LF along Seybold Canal. Construction of a Kayak Ramp at south shoreline of the Park along Miami River.Removal of the riprap revetment within the Kayak ramp footprint and VALENTINE 601 NW 7th Street Rd, reworking of the riprap along the shoreline+/-581F DAVID MANCINI CITY OF MIAMI ONUIGBOH 786-447-9817 VONUIGBO@MIAMIGOV.COM Miami,FL 33136 from the Southeast corner of the property.The $ 1,389,114.89 August 16,2020 360 LF portion of the revetment adjacent to the west site of the kayak ramp was graded and secured with filter fabric and riprap between installation+/-300 LF of steel pile seawall.Removal of the top portion of 60 LF of seawall from the north property line and installation of 60 LF of concrete seawall from the north property line. DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E ATTACHMENT D INSURANCE REQUIREMENTS DocuSign Envelope ID: OF 11513E-78E4-4E0E-AODA-2B620A56CO2E M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3', 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:OF11513E-78E4-4EOE-AODA-2B620A56CO2E M I A 1VI 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 c/o 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-miamibeachriskworks.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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls