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Contract with Lambert Bros, Inc. DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 C_2_B fa()--ci CONTRACT 11/13/2020 i 12:15 EST 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 LAMBERT BROS, 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 attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of this Contract. The requirements of the Contract Documents, as such term is defined in the Invitation to Bid, are hereby incorporated by reference as if fully set forth herein. This Contract is part of and incorporated in the Contract Documents as defined herein in Attachment A, B and D.Accordingly, all of the documents incorporated by the Contract Documents shall govern this Project. The Contract is an indefinite-quantity contract for construction work and services. The Contractor shall perform all work required, necessary, proper for or incidental to completing the Detailed Scope of Work called for in each individual Service Order attached hereto as Exhibit B, issued pursuant to this Contract for the Fix Unit Prices set forth in the Pricing List attached hereto as Exhibit A. When a specific project is ready for construction, the requesting department will select the awarded vendor that has the best pricing and availability for the sum of the items needed for the particular need identified, on a case by case basis. Partial and Final Payments will be made as provided for in the Contract Documents. Whenever either party desires to give notice to the other, such notice must be in writing, sent by certified United States Mail, postage prepaid, return receipt requested, or by hand-delivery with a request for a written receipt of acknowledgment of delivery, addressed to the party for whom it is intended at the place last specified. The place for giving notice shall remain the same as set forth herein, unless such notice information is revised in a Contract amendment duly executed by the City and the Contractor. For the present, the parties designate the following: DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 For City: Public Works Department 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Giancarlo Pena P.E., CGC. Civil Engineer Ill giancarlopena(a)miamibeachfl.gov With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: Lambert Bros, Inc. 5501 North Powerline Road Fort Lauderdale, FL 33309 Attn: Gregg Lambert GL@Iambertbros.net DocuSign Envelope ID: D632BC73-2787-4697-8764-3D8C885006E1 IN WITNESS WHEREOF, the above parties have caused this Contract to be executed by their appropriate officials as of the date first above written. ATTEST: CITY OF MIAMI BEACH, FLORIDA DocuSigned by: r DocuSigned by: rarittt 11/13/2020 1 12:15 EST �� " l�t.ev'AILS BY' By'3ACEC4E396734^E —28C1 8 W0 0^96 Rafael E. Granado, City Clerk Jimmy L. Morales, City Manager APPROVED AS TX) FORM & LANGUAGE & FORE ECUTION Vr444‘.' « City A tomey Date [seal] ATTEST: LAMBERT BROS, INC. By By: \�ii� Name: Name: Laml= t� [seal] O 0 EXHIBIT In 2020-125-AY C 1n ca c Ffl c CONTRACTORS ch Bunnell Marine,U.0 David Mancini&Sou.Inc 6bsary Foundation Reams Construction lambert Bros Shoreline Foundation.Inc. 5 Item Description Unit Cost _Unit Cost Una Cost Unit Cost Unit Cost Unit Cost (D 1 Mobilization and Demobilization 0'-70 Max Length. 5 3,500.00 $ 460,000 00 5 26,000.00 S 100,000 00 5 50,000.00 $ 21,600.00 O 2 Mobilization and Demobilization 71'-250'Max Length. $ 3.500.00 S 675,000.00�S 26,000.00 $ 125,000.00 5 75,000.00 5 21,600.00 - 3 Mobilization and Demobilization Greater than 250 Length. 5 3,500.00 S 880,000.00 $ 26,000.00 S 150000.00 S 75,00000 $ 21,600.00 O Crt 4 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 0.70 Max Length S 35.00 S 64.00 S 51.00 $ 69.00 5 44.00 S 33.00 Ca 5 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 71'-250'Max Length S 35.00 S 50.00 5 49.00 5 61.00 S 38.00 $ 32.00 CO 6 Furnish and install Concrete Seawall Panel 10'Max Depth Section Greater than 250'Length 5 35.00 S 50.00 5 46.00 5 60.00 $ 36.80 5 31.00 v 7 Furnish and Instal Concrete Seawall Panel 14'Max Depth Section 0'-70 Max Length S 55.00 S 64.00 S 50.00 S 75.00 $ 55.00 $ 35.00 Cd e Furnish and Install Concrete Seawall Panel 14'Max Depth Section 71'-250'Max Length S 55.00 5 50.00 S 47.00 5 65.00 5 47.50 S 34.00 N v 9 Furnish and Instal Concrete Seawall Panel 14'Max Depth Section Greater than 250'Length $ 55.00 $ 51.50 5 4800 5 63.00 S 4600 S 33.00 CO 10 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-7701 0-70 Max Length _5 38.00 5 7860 5 38.00 5 51.00 5 92.00 S 37.00 41. 10 Furnish and Instal Steel Sheet Pile 1NZ 14 or AZ 14-770)71'-250 Max Length 5 38.00 S 76.00 5 37.00 S 48.00 S 91.00 5 36.00 01 12 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length 5 38.00 S 78.00 5 3700 5 48.00 5 91.00 5 35.00 V 13 Furnish and Install 12'x 12'King Pile for Concrete Seawall10'Max Depth Section 0.70'Max Length S 60.00 $ 470.00 5 106.00 5 111.00 $ 120.00 5 103.00 W 14 Furnish and Instal 12'x 12'King Pile for Concrete Seawall 10'Max Depth Section 71'-250 Max Length 5 60.00 S 412.00 5 103.00 5 109.00 5 108.00 5 98.00 C1 is Furnish and Install 12'0 12'King Pile for Concrete Seawall 10'Max Depth Section Greater than 250'Length 5 6000_$ 435.00 5 106.00 5 109.00 S 100.00 $ 96.00 W 16 Furnish and Instal 12'x 12'Batter Pile for Concrete Seawall 10 Max Depth Section 0-70'Max Length S 85.00 5 543.00 5 136.00 S 160.00 S 150.00 $ 78.00 O 17 Furnish and Install 12'x 12'Dauer Pile for Concrete Seawall 10'Max Depth Section 71'-250'Max Length 5 35.00 S 438.00 5 130.00 $ 146 00 5 135.00 S 76.00 CO„.... 18 Finnish and Instal 12'x 12'Batter Pile for Concrete Seawall 10'Max Depth Section Greater than 250'Length S 85.00 S 460.00 5 13400 $ 145.00 S 125.00 S 72.00 19 Furnish and Instal 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section 0-70'Max Length $ 98.00 5 494.00 S 146.00 S 195.00 S 150.00 5 105.00 c71 20 Furnish and Install 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section 71'•250'Max Length 5 98.00 5 436,000.00 5 138.00 5 191.00 5 135.00 5 104.00 p 21 Furnish and Install 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section Greater than 250'Length $ 98.00 S 460.00 S 142.00 5 194.00 S 125.00 5 103.00 Ot M 22 Furnish and Install 14'x 14'Batter Pile for Concrete Seawall 14'Max Depth Section 0%70'Max Length 5 98.00_5 567.00 S 145.00 5 195.00 5 187.50 S 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 S 462.00 5 140.00 5 188.00 5 168.75 5 98.00 24 Furnish and Install 14'z 14'Batter Pile for Concrete Seawall 14'Max Depth Section Greater than 250 Length $ 98.00 S 460 00 5 142.00 5 186.00 5 156.26 $ 96.00 25 Furnish and Instal 14'x 14'Batter Pie for Steel Sheet Pile(NZ 14 or AZ 14.770)0'-70'Max Length 5 71.00 5 567.00 $ 146.00 5 159.00 $ 187.50 S 100.00 26 Furnish and Instal 14'x 14'Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)7i'-250'Max Length 5 71.00 $ 462 00 S 138.00 $ 154.00 S 168.75 S 98.00 27 Furnish and Install 14'x t4'Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length 5 71.00 $ 460.00 $ 142.00 S 159.00 5 156.26 S 96.00 28 Furnish and Install 18'x 18'Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-77010'-70'Max Length $ 81.00 5 623.00,5 143.00 5 340.00 S 243.75 $ 130.00 29 Furnish and Install 18'x 18'Baser Pile for Steel Sheet Pile(NZ t4 or AZ 14.770171'-250'Max Length 5 $1.00 5 518.00 5 137.00 S 294.00_$ 21938 S 130.00 30 Furnish and Install 18'x 18'Batter Pile Ion Steel Sheet Pik(NZ 14 or AZ 14-770)Greater than 250'Length 5 81.00 5 515.00 $ 137.00 5 232.00 5 201.13 $ 130.00 31 Furnish and Instal Concrete Seawall Cap for 10'Max Depth Section 0.70'Max Length $ 300.00 5 411.00 $ 473.00 $ 77100 $ 347.00 $ 265.00 32 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section 71'-250'Max Length 5 300.00 S 411.00 S 400.00 5 740.00 $ 340.00 $ 260.00 33 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section Greater than 250'Length _5 300-00 5 411.00 S 425.00 S 733.00 5 335.00 S 255.00 54,Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 0-70'Max Length 5 300.00 $ 411.00 $ 475 00 5 843.00 5 367.00 $ 265.00 35 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 71'-250 Max Length 5 300.00 S 41100_S 450.00 $ 780 00 5 360.00 5 260.00 36 Furnish and Install Concrete Seawall Cap for 14'Max Death Section Greater than 250 Length S 300.00 $ 411.00 $ 475.00 5 767.00 5 355.00 5 255.00 37 Furnish and Instal Concrete Seawall Cap for Steel Sheet Pile w7 14'x 14'Batter Piles 0-70'Max Length 5 300.00 S 411.00 $ 467.00 $ 843.00 S 513.00 S 335.00 , 38 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14'u 14'Batter Piles 71'-250'Max Length S 300.00 5 411.00 S 444.00 5 780.00 S 490.00 $ 330.00 39 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14'0 14'Baler Piles Greater than 250'Length S 300.00 $ 411.00 S 420.00 5 767.00 $ 475.00 $ 325.00 40 Furnish and Instal Concrete Seawall Cap for Steel Sheet Pile wl 16'x 16'Batter Paes 0-70'Max Length S 300-00 $ 411.00 $ 467.00 5 1,129.00 5 525.00 $ 335.00 41 Furnish and Install Concrete Seawall Cao for Steel Sheet Pile WI 16'x 16'Batter Piles 71'-250'Max Length $ 300.00 S 411.00 5 444.00 5 900.00 5 500.00 $ 330.00 42 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wI 16'x 16'Batter Piles Greater than 250'Length S 300-00 5 411.00 5 42000 5 867.00 5 495.20 S 325.00 43 Furnish and Install Concrete Seawall Outfall Pipe Penetration $ 2,500.00 5 23,000.00 5 13.000.00 5 17,000.00 $ 4,000.00 S 7,850.00 44 Furnish and Install Steel Sheet Pile Seawall Outfall Pipe Penetration $ 2,500.00 5 21,000.00_ $ 15,000.00 5 19,500.00 S 4,800.00 S 15.250.00 444 Concrete Panel Knockout Area 5 8.00 5 108.00 5 500 S 84.00 5 25.00 5 70.00 as Furnish and install#57 Stone 0'-70'Max Length _5 45.00 S 163.00 S 88.00 S 145.00 5 228.00 $ 45.00 46 Furnish and Install#57 Stone 71'-250'Max Length 5 45.00 S 163.00 $ 88.00 5 129.00 $ 216.00 $ 45.00 47 Furnish and Install#57 Slone for Greater than 250'Length _ $ 45.00 S 163.00 5 MOO 5 129.00 5 216.00 $ 45.00 a8 Furnish and Install Rubble Rip Rap 0.70'Max Length 5 195.00 S 700.00 $ 13360 5 230.00 5 167.00 5 112.00 49 Furnish and Install Rubble Rip Rap 71'-250'Max Length S 195 00 $ 700.00 5 133.00 5 193.00 $ 160.00 S 112.00 50 Furnish and Install Rubble Rip Rap Greater than 250'Length S 195.00 5 700.00 S 133.00 192.00 S 160.00 S 112.00 Si Furnish and Install Aluminum Pipe Guardrail 0-70'Max Length ,S 105.00 S 142.00_5 79.00 $ 540.00 5 175.00 $ 40.00 52 Furnish and install Aluminum Pipe Guardrail 71'-250'Max Length 5 105.00 S 142.00 $ 79.00 S 120.00 S 155.00 5 40,00 53 Furnish and Install Aluminum Pipe Guardrail for Greater than 250'Max Length 5 105.00 5 142.00 5 79.00 S 90.00 S 150.00 S 40.00 54 Removal or Existing Seawall Cap 0.70'Max Length 5 68.00 5 56.00 5 125.00 5 250.00 5 85.00 5 65.00 0 0 0 EXHIBIT A ITB 2020-125-AY c (0 7 m 55 Removal of Existing Seawall Cap 71'.250'Max Length 5 68.00 5 56.00 $ 125.00 5 250.00 5 80.00 $ 64.00 N 56 Removal Of Existing Seawall Cap for Greater than 250'Length 5 68.00 5 56.00 S 125.00 5 250.00 5 80.00 S 6300 C 57 Removal of Existing Seawall Footing 0'-70'Max Length 5 43.00 S 377.00 $ 220.00 5 150.00 $ 250.00 5 152.00 0 CD 58 Removal of Existing Seawall Footing 71'-250'Max Length 5 43.00 $ 386.00,S 220.00 S 150.00 $ 200.00 S 152.00 O 59 Removal of Existing Seawall Footing for Greater than 250'Length 5 43.00 5 386.00 S 220.00 $ 150.00 5 200.00 S 152.00 60 Excavation and removal of soil landside if necessary 0--70'Max Length 5 43.00 5 63.00 S 100.00 $ 95.00 5 80.90 5 41.50 0 0 61 Excavation and removal of soil landside it necessary 71.250'Max Length 5 43.00 5 70.00 $ 100.00 $ 95.00 S 70,00 S 41.50 N o 62 Excavation and removal of soil landside if necessary far Greater than 250'Length $ 43 n $ 71.00 $ 100.00 5 94.00 $ 50.00 5 41.50 CO 63 Backfill Material(clean sandy 0'-70 Max Length 5 48,00 5 95.00 5 136.00 5 100.00 S 140.00 S 91.00 0 V 64 Backfill Material(clean sand)71-250'Max Length S 48.00.5 75.00 S 13600 $ 100.00 S 100.00 $ 31.00 W 65 Backfill Material(clean sand)for Greater Nan 250'Length $ 48.00 5 82.00 S 136.00 5 99.00 S 80.00 S 31.00 N3 66 Restoration of disturbed area 0'-70 Max Length $ 98 00 $ 63.00 $ 44.00 5 78.00 S 20.00 $ 47.50 CO 67 Restoration of disturbed area 71'-250'Max Length _ $ 98.00 S 41.00 S 44.00 S 76.00 S 16.00 S 47.50 68 Restoration of disturbed area Greater than 250'Length 5 80.00 5 42.00 S 44.00 $ 68.00 S 14.00 5 47.50 0) 69 As-Built/Record Drawingsftogg 0'-70 Max Length 5 1,500.00 S 11,000.00 $ 4.400,00 5 12,000.00 5 8,337.50 $ 4,500.00 -I 70 As-BudhRecord Drawingslogs 71-250'Max Lengtn 5 1,500.00 5 29,000.00 $ 4,400.00 5 14.00000 5 13,387.50 $ 5300.00 CO 71 As-Buat7Record Drawings/logs Greater than 250'Length S 2,500.00 5 35.000.00 $ 4,400.00 5 16,000.00 S 17.706.25 S 6,000.00 01 72 Sat fence and Turbidity Darner 0-70 Max Length 5 15.00 $ 23.00 5 14.00 S 7.00 5 45.00 S 20 00 Cil 73 Silt fence and Turbidity barrier 71'-250'Mat Length 5 15.00 5 23.00 5 14.00 r 5 6.00 5 30.00 $ 19.00 0 74 Silt fence and Turbidity barrier Greater Ulan 250'Length _,5 15.00 S 23.00 $ 14.00 5 6,00 $ 25.00 $ 18.00 0D 75 ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT'(PER PROJECT AS APPLICABLE)_ 5 25.00_5 25.00 S 25.00 S 25.00 5 25.00 $ 25.00 CO cm 0 0 0 m DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 EXHIBIT B: Service Order Form Service Order No. for services described herein TO: Lambert Bros, Inc PROJECT NAME: DATE: Pursuant to the agreement between the City of Miami Beach and Lambert Bros, 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:D632BC73-27B7-4697-B764-3D8C885006E1 ATTACHMENT A COMMISSION AWARD MEMO DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 Coversheet Competitive Bid Reports -C2 B MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: October 14, 2020 SUBJECT: REQUEST FOR APPROVAL TO AWARD A CONTRACT PURSUANT TO INVITATION TO BID (ITB) 2020-125-AY, CONTINUING SERVICES (AS NEEDED)FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE. RECOMMENDATION The Administration recommends that the Mayor and City Commission of the City of Miami Beach, Florida approve the City Manager's recommendation pertaining to bids received, pursuant to ITB 2020-125-AY, continuing services (as needed) for the construction of seawalls citywide. BACKGROUND/HISTORY The purpose of this bid is to establish a continuing services contract for the construction of seawalls, Citywide, on an as needed basis as determined by the City. It is the City's intent to award this contract as a push button contract. Push button contracts are extensively utilized by agencies such as FDOT to expedite to critical projects via a competitively solicited indefinite quantity contract. When items are needed, the city will select the awarded vendor that has the best pricing and availability for the sum of the items needed for the particular need identified, on a case by case basis. These types of continuing contracts are authorized under Florida law.Awarding projects via a push button contract allows the City to expedite critical infrastructure projects while benefiting from competitively solicited pricing. ANALYSIS The ITB was issued on July 10, 2020, with bid opening date of August 24, 2020. The Procurement Department issued bid notices to 32,150 companies utilizing www.bidsync.com website. 123 prospective bidders accessed the advertised solicitation. The notices resulted in the receipt of seven (7) responses from: Bunnell Marine, LLC ("Bunnel"), David Mancini & Sons, Inc ("David Mancini"), Ebsary Foundation Company ("Ebsary"), Kearns Construction Company ("Kearns"), Lambert Bros ("Lambert"), Ric-Man Construction Florida, Inc. ("Ric Man") and Shoreline Foundation, Inc. ("Shoreline"). See Attachment A for a tabulation of bids received. The ITB stated that the responsive, responsible bidder(s) meeting all terms, conditions, and specifications of the ITB will be recommended for award. Ric Man failed to comply with the minimum eligibility requirements regarding previous experience stated in the ITB.Therefore, the bid submitted by Ric Man has been deemed non-responsive and cannot be considered. Staff has verified that the bids submitted by the remaining six(6)bidders met the requirements of the ITB and can be considered. Below is a brief summary of the six (6) bidders as articulated in their bid submittals and staffs experience with each bidder in addition to references received, as applicable. Bunnell Marine, LLC: According to its proposal, Bunnell Marine, LLC, was founded in Miami in 1941.They have licensed marine contractor with over 40 years of experience. The firm has not previously completed work for the City, but all references provided, including Bayview Tower, Gluck, Ramin Designs, LLC. provide positive feedback. In addition, Bunnell Marine, LLC is a certified Veteran-Owned Business. David Mancini&Sons, Inc David Mancini & Sons are a firm that was incorporated in 2010 and with multiple experience with the City of Miami Beach.The firm has completed work for the City, with satisfactory feedback, including projects at the North East Convention Center and Crespi Boulevard. In addition, the City of Miami also provided positive feedback. Ebsary Foundation Company For more than 90 years, Ebsary Foundation Company has been performing marine and foundation construction throughout the State of Florida and across the Caribbean. Headquartered along the Miami River, the firm has provided references which merit positive feedback from Palace Condominium Association,Town of Medley, and 121 Marina Seawall. Kearns Construction Company Kearns Construction Company is a Florida based general contractor that performs primarily marine construction, environmental restoration, commercial diving, and tremie pour services. Founded in 2001, the firm has provided positive references from companies and municipalities such as Marina Palms and City of Key West. https://miamibeach.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=18832&MeetinglD=774 1/2 DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 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 0 Attachment A https://miamibeach.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=188328,MeetinglD=774 2/2 ATTACHMENT ITB 2020-125-AY BIDDERS Bunnell Marine,LLC David Mancini&Sons,Inc Ebsary Foundation Kearns Construction lambert Bros Rio ManConatruction! Shoreline Foundation, Item Description Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost Unit Cost 1 Mobilization and Demobilization 0'-70'Max Length. $ 3,500.00 $ 460,000.00 $ 26,000.00 $ 100,000.00 $ 50,000.00 $ 28,850.00 $ 21,600.00 2 Mobilization and Demobilization 71'-250'Max Length. $ 3,500.00 $ 675,000.00 $ 26,000.00 $ 125,000.00 5 75,000.00 S 42,475.00 $ 21,600.00 3 Mobilization and Demobilization Greater than 250'Length. $ 3,500.00 $ 880,000.00 $ 26,000.00 $ 150,000.00 $ 75,000.00 S 60,193.00 $ 21,600.00 4 Furnish and Install Concrete Seawall Panel 10'Max Depth Section 0'-70'Max Length $ 35.00 5 64.00 S 51.00 $ 69.00 $ 44.00 S 62.0 $ 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 5 38.00 S 620 $ 32.00 6 Furnish and Install Concrete Seawall Panel 10'Max Depth Section Greater than 250'Length $ 35.00 $ 50.00 $ 46.00 $ 60.00 $ 36.80 5 62.00 5 31.00 7 Furnish and Install Concrete Seawall Panel 14'Max Depth Section 0'-70'Max Length $ 55.00 S 64.00 $ 50.00 $ 75.00 5 55.00 S 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 $ 76-06 $ 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 6 76-00 $ 33.00 10 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70'Max Length $ 38.00 $ 78.00 $ 38.00 $ 51.00 $ 92.00 6- 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 $ 41.00 5 36.00 12 Furnish and Install Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length $ 38.00 $ 78.00 $ 37.00 $ 48.00 $ 91.00 $ 4140 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 $ 106.00 $ 111.00 $ 120.00 $ 89000 5 103.00 14 Furnish and Install 12"x 12'King Pile for Concrete Seawa1110'Max Depth Section 71'-250'Max Length $ 60.00 $ 412.00 $ 103.00 $ 109.00 $ 108.00 6- 82m $ 98.00 15 Furnish and Install 12`x 12`King Pile for Concrete Seawa1110'Max Depth Section Greater than 250'Length $ 60.00 $ 435.00 $ 106.00 $ 109.00 $ 100.00 6 83.00 $ 96.00 16 Furnish and Install 12"x 12'Batter Pile for Concrete Seawall 10'Max Depth Section 0'-70'Max Length $ 85.00 5 543.00 $ 136.00 $ 160.00 5 150.00 S 122.00 $ 78.00 17 Furnish and Install 12'x 12"Batter Pile for Concrete Seawall 10'Max Depth Section 71'-250'Max Length $ 85.00 $ 438.00 $ 130.00 $ 146.03 $ 135.00 6 108.00 $ 76.00 1s 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 6 108.60 $ 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 $ 11x90 $ 105.00 20 Furnish and Install 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section 71'-250'Max Length $ 98.00 $ 436,000.00 $ 138.00 $ 191.00 $ 135.00 S 101,09 $ 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 b 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 b 142;m $ 100.00 23 Furnish and Install 14"x 14"Batter Pile for Concrete Seawall 14'Max Depth Section 71'-250'Max Length $ 98.00 $ 462.00 $ 140.00 $ 188.00 5 168.75 $ 120 5 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 6---12.51,061 $ 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 S 006.00 $ 100.00 26 Furnish and Install 14`x 14"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)71'-250'Max Length $ 71.00 $ 462.00 $ 138.00 $ 154.00 $ 168.75 S 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 $ 156.25 6 9&99 $ 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 5 80.00 $ 623.00 $ 143.00 5 340.00 $ 243.75 6 067,00 $ 130.00 29 Furnish and Install 18"x 18"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)71'-250'Max Length 5 81.00 S 518.00 5 137.00 $ 294.00 5 219.38 S 060:00 $ 130.00 30 Furnish and Install 18"x 18"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)Greater than 250'Length $ 81.00 $ 515.00 5 137.00 $ 232.00 5 203.13 S 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 5 534,90 $ 265.00 32 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section 71'-250'Max Length $ 300.00 $ 411.00 5 450.00 5 740.00 5 340.00 S 498 $ 260.00 33 Furnish and Install Concrete Seawall Cap for 10'Max Depth Section Greater than 250'Length 5 300.00 $ 411.00 $ 425.00 S 733.00 $ 335.00 b 49&09 $ 255013 34 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 0'-70'Max Length $ 300.00 5 411.00 $ 475.00 $ 843.00 $ 367.00 S 633-06 $ 265.00 35 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 71'-250'Max Length 5 300.00 $ 411.00 5 450.00 $ 780.00 $ 360.00 6 498700 5 260.00 36 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section Greater than 250'Length $ 300.00 $ 411.00 $ 47500 $ 767.00 $ 355.00 6 498:06 5 255.00 37 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14"x 14"Batter Piles 0'-70'Max Length $ 300.00 5 411.00 5 467.00 $ 843.00 $ 513.00 6-----61.5,00 $ 335.00 38 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14"x 14"Batter Piles 71'-250'Max Length $ 300.00 5 411.00 $ 444.00 $ 780.00 $ 490.00 5-568.0 $ 330.00 39 Furnish and Install Concrete Seawall Cap for Steel Sheet Pie WI 14"x 14"Batter Piles Greater than 250'Length 5 300.00 5 411.00 $ 420.00 $ 767.00 5 475,00 S 508.00 $ 325.00 40 Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 16"x 16"Batter Piles 0'-70'Max Length $ 300.00 $ 411.00 $ 467.00 $ 1,129.00 $ 525.00 S 619:00 $ 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 5 411.00 $ 444.00 $ 900.00 $ 500.00 S 669.00 5 330.00 42 Furnish and Install Concrete Seawall Cap for Steel Sheet Pie WI 16"s 16"Batter Piles Greater than 250'Length 5 300.00 5 411.00 $ 420.00 $ 867.00 $ 495.00 $ 569.09 5 325.00 43 Furnish and Install Concrete Seawall Outfall Pipe Penetration $ 2,500.00 $ 23,000.00 $ 13,000.00 $ 17,000.00 $ 4,000.00 $ 14,-1'75.00 $ 7,850.00 44 Furnish and Install Steel Sheet Pile Seawall Outfall Pipe Penetration $ 2,500.00 $ 21,000.00 $ 15,000.00 $ 19,500.00 $ 4,800.00 $ 11,223.00 5 15,250.00 44A Concrete Panel Knockout Area $ 8.00 $ 108.00 $ 5.00 $ 84.00 $ 25.00 S 59.00 $ 70.00 45 Furnish and Install#57 Stone 0'-70'Max Length $ 45.00 $ 163.00 $ 88.00 $ 145.00 $ 228.00 S-mow $ 45.00 46 Furnish and Install#57 Stone 71'-250'Max Length $ 45.00 $ 163.00 S 88.00 $ 129.00 5 216.00 Sew $ 45.00 47 Furnish and Install#57 Slone for Greater than 250'Length $ 45.00 $ 163.00 $ 88.00 $ 129.00 $ 216.00 6-66,00 $ 45.00 48 Furnish and Install Rubble Rip Rap 0'-70'Max Length $ 195.00 $ 700.00 $ 133.00 $ 230.00 $ 167.00 6---243,01 $ 112.00 49 Furnish and Install Rubble Rip Rap 71'-250'Max Length $ 195.00 $ 700.00 $ 133.00 $ 193.00 $ 160.00 $ 243,00 $ 112.00 50 Furnish and Install Rubble Rip Rap Greater than 250'Length $ 195.00 $ 700.00 $ 133.00 $ 192.00 $ 160.00 S 243.00 $ 112.00 51 Furnish and Install Aluminum Pipe Guardrail 0'-70'Max Length $ 105.00 $ 142.00 $ 79.00 $ 140.00 $ 175.00 $ 44:00 $ 40.00 52 Furnish and Install Aluminum Pipe Guardrail 71'-250'Max Length $ 105.00 $ 142.00 $ 79.00 $ 120.00 $ 155.00 $- 39.00 $ 40.00 53 Furnish and Install Aluminum Pipe Guardrail for Greater than 250'Max Length $ 105.00 $ 142.00 $ 79.00 $ 90.00 $ 150.00 $ 38.00 $ 40.00 54 Removal of Existing Seawall Cap 0'-70'Max Length $ 68.00 $ 56.00 $ 125.00 $ 250.00 $ 85,00 $ 173.00 $ 65.00 55 Removal of Existing Seawall Cap 71'-250'Max Length 5 68.00 $ 56.00 $ 125.00 5 250.00 $ 80.00 S 173,00 $ 64.00 56 Removal of Existing Seawall Cap for Greater than 250'Length $ 68.00 $ 56.00 $ 125.00 $ 250.00 $ 80.00 $ 173.00 $ 63.00 57 Removal of Existing Seawall Footing 0'-70'Max Length $ 43.00 $ 377.00 $ 220.00 $ 150.00 $ 250.00 S 173-06 $ 152.00 58 Removal of Existing Seawall Footing 71'-250'Max Length $ 43.00 $ 386.00 $ 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 6 17366 $ 152.00 ATTACHMENT ITB 2020-125-AV 60 Excavation and removal of soil landside if necessary 0'-70'Max Length $ 43.00 $ 63.00 $ 100.00 $ 95.00 $ 80.00 f.-a$40 $ 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 1.----18470 $ 41.50 62 Excavation and removal of soil landside if necessary for Greater than 250'Length $ 43.00 $ 71.00 S 100.00 $ 94.00 $ 50.00 S 34:00 $ 41.50 63 Backfill Material(clean sand)0'-70'Max Length $ 48.00 5 95.00 $ 136.00 $ 100.00 5 140.00 F- 55180 5 31.00 64 Backfill Material(clean sand)71'-250'Max Length $ 48.00 $ 75.00 $ 136.00 $ 100.00 $ 100.00 i 50.00 $ 31.00 65 Backfill Material(clean sand)for Greater than 250'Length $ 48.00 $ 82.00 $ 136.00 $ 99.00 5 80.00 $---50.00 $ 31.00 66 Restoration of disturbed area 0'-70 Max Length $ 98.00 $ 63.00 $ 44.00 $ 78.00 $ 20.00 S 4&00 S 47.50 67 Restoration of disturbed area 71'-250'Max Length 5 98.00 $ 41.00 $ 44.00 5 76.00 $ 16.00 $ 41.00 $ 47.50 68 Restoration of disturbed area Greater than 250'Length $ 80.00 $ 42.00 $ 44.00 $ 68.00 $ 14.00 S 40.00 $ 47.50 69 As-Built/Record Drawings/logs 0'-70 Max Length $ 1,500.00 5 21,000.00 $ 4,400.00 $ 12,000.00 5 8,337.50 $---249400 $ 4,500.00 70 As-Built/Record Drawings/logs 71'-250'Max Length $ 1,500.00 5 29,000.00 $ 4,400.00 $ 14,000.00 $ 13,387.50 6 4,175,00 $ 5,500.00 71 As-Built/Record Drawings/logs Greater than 250'Length $ 2,500.00 $ 36,000.00 $ 4,400.00 $ 16,000.00 $ 17,706.25 $----5,964430 $ 6,500.00 72 Silt fence and Turbidity barrier 0'-70 Max Length $ 15.00 $ 23.00 $ 14.00 $ 7.00 $ 45.00 $.---1.94/0 5 20.00 73 Silt fence and Turbidity barrier 71'-250'Max Length $ 15.00 $ 23.00 $ 14.00 $ 6.00 $ 30.00 5 19:0 $ 19.00 74 Silt fence and Turbidity barrier Greater than 250'Length $ 15.00 $ 23.00 $ 14.00 $ 6.00 $ 25.00 $ 1980 $ 18.00 75 ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT`(PER PROJECT AS APPLICABLE) $ 25.00 25 $ 25.00 $ 25.00 $ 25.00 S 35:00 $ 25.00 'Deemed nonresponsive for failure to comply with minimum requirements therefore received no further consideration. DocuSign Envelope ID: D632BC73-2767-4697-8764-3D8C885006E1 ATTACHMENT B ADDENDA AND ITB SOLICITATION DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D80885006E1 M I A M I BE1L H 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 Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI BEACH 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. Q6: Please provide the bid length for concrete piles (king and batter) used in building concrete panel seawalls. A6: Units for all concrete piles are now based on linear feet as opposed to each. Please see revised bid price form (Exhibit E). Q7: Please provide the bid length for the concrete seawall panels. Al: Units for all concrete panels and sheet pile wall are now based on square feet feet as opposed to linear feet. Please see revised bid price form (Exhibit E). Q8: Please confirm that 16" x 16" concrete piles are not required (bid items 28 — 30). Typically, 16" x 16" 2 ( ADDENDUM NO.3 R INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 M I AM I B E AC H 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" x14" D. 18" x 18" E. 20" x 20" (one precast yard in Tampa) F. 24" x 24" The plans call for 14" x 14" concrete piles. Please clarify. A8: Confirmed. The proposed concrete piles are now 18"X18" instead of 16"X16". Please see revised bid price form (Exhibit E)and proposed Exhibit B with the details for this configuration. Q9: Who will pay for the destructive testing (City or Contractor)? A9: The Contractor. Q10: Will signed and sealed pile logs be required? A10: Yes. Q11: Who will pay for the signed and sealed pile logs (City or Contractor)? Al1: The Contractor. Q12: Who will hire and pay for surveys and as-built surveys (City or Contractor)? Al2: The City will provide for the topographical survey as part of the final design. The contractor shall provide as-built drawings per bid items 69-71. 013: 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: D632BC73-27B7-4697-B764-3D8C885006E1 M I A IV\ 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 Al 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 022: 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. ...... . —a—ADDENDUM N0.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 M I A Iv\ I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Q23: Will the Contractor hire an engineer to submit a complete permit package to the municipalities? A23: No. See response A3. Q24: What is the status of the City permit? A24: The City anticipates obtaining permits for the aforementioned seven seawalls toward the latter part of this year. Q25: What is the status of the DEP permit? A25: See response A24. Q26: What is that status of the Army Corp. permit? A26: See response A24. Q27: What is the status of the DERM permit? A27: See response A24. Q28: Will the City pay for all DERM permit, mitigation and impact fees? A28: Yes. Q29: Sometimes, DERM requires the Contractor to post a cash bond for marine work. Will the City pay for the DERM cash bond if required? A29: Yes, the City is paying for all the bonds required by DERM. Q30: Sometimes, DERM wants to hold onto the cash bond for several years. Will the City pay for the cash bond required by DERM? A30: Refer to response A29. Q31: What is the project duration for each proposed seawall project? A31: This information is not available at this time. Once each seawall project is ready to be constructed, we will work with the contractor to determine a fair construction duration. Q32: What is the anticipated start date for the seawall projects? A32: The City is currently designing seven City seawalls. All seven seawalls (Lennox Court, Jefferson Avenue, Garden Avenue,7150 Indian Creek Dr, Bonita Dr,Troutville Esplanade&Rue Notre Dame) are expected to begin construction soon after final plans are finished and all 5 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-2767-4697-8764-3D8C885006E1 MIAMI BEACH 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 ADDENDUM N0.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI BEACH 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 Q52: Who will be covering the cost of sealed Geotech report for each site? A52: The City will provide this information for each project. Q53: Who will be covering cost of boundary/topographical survey for each site? A53: The City will provide this information for each project. Q54: Are all permit fees paid directly by the City, or by the marine contractor and reimbursed by the City? A54: The City will pay for environmental permits during the design phase. Any other fee charged by permitting agencies not paid by the City,the Contractor shall pay and the City shall reimburse permit fees to the contractor on a pass-through basis (no mark-up or administrative fees). ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 M I AMI B EAC 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). ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI B E AC 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: D632BC73-2787-4697-8764-3D8C885006E1 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. 071: 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). 072: Will alternate steel sheet pile sections meeting the proposed properties be considered? A72: The contractor shall bid based on the current information.At the time of the construction, the City will coordinate with the contractor any value engineering ideas and options. Q73: 16" Concrete Pile: We have not been able to locate a source for 16" pre cast concrete pile in the state of Florida. We have located an out of state source for the 16" pre cast concrete pile, the cost will be 2-3 times normal due to the long trucking distances. We respectfully suggest that an 18" pile be substituted for the 16" for cost savings. Keep in mind if this acceptable the cast-in-place cap dimensions would have to be increased to accommodate the larger cross section. Also impacts to the existing submerged land would increase due to the larger size as well. A73: The proposed concrete piles are now 18"X18" instead of 16"X16". Please see revised bid price form (Exhibit E) and proposed Exhibit B with the details for this configuration. 11 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3,d 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 076: 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: D632BC73-27B7-4697-B764-3D8C885006E1 M I A M I BE,ACI-1 PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov Contact: Telephone: Email: Arju Yudasto 305-673-7490 ext. 26695 ArjuYudasto@miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Potential proposers that have elected not to submit a response to the ITB are requested to complete and return the "Notice to Prospective Bidders"questionnaire with the reason(s)for not submitting a proposal. .ncerely, I. 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: D632BC73-27B7-4697-8764-3D8C885006E1 M1A/MI B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT A: Seawall Map ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-2787-4697-8764-3D8C885006E1 MIAMI BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 31d Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT B: CMB Standard Seawall Details ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-2787-4697-8764-3D8C885006E1 tV\ I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT C: Standard Detail 18-20 Manatee Grait ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-2787-4697-8764-3D8C885006E1 Iv\ 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: D632BC73-27B7-4697-B764-3D8C885006E1 M I AM I BE1 1c: i-i PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 31d 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI B EAC F-I 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 / M Unit Cost (Quantity_x_UnitCost) 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' 70 LF 4 Max Length 700 SF Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section 71'-250' 250 LF 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' 7-8 LF 7 Max Length 700 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section 71'-250' 250 8 Max Length 2500 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section Greater 300 LF 9 than 250' Length 3000 SF 19 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 M I /\/\/\ B EAC I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Item Description QuantityU I M Unit Cost Total p (Quantity_X_Unit Cost) Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) 0'-70' Max 7-8 10 Length 2450 s Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) 71'-250' Max 250 11 Length 8750 SF Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) Greater than 300 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 €A 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 650E Furnish and Install 12"x 12" Batter $ $ Pile for Concrete Seawall 10' Max Depth Section Greater than 250' 34 18 Length 750 F Furnish and Install 14" x 14" King Pile $ $ for Concrete Seawall 14' Max Depth 8 19 Section 0'-70' Max Length 200E Furnish and Install 14"x 14" King Pile $ $ for Concrete Seawall 14' Max Depth 26 20 Section 71'-250' Max Length 650 LF Furnish and Install 14"x 14" King Pile $ $ for Concrete Seawall 14' Max Depth 34 EA 21 Section Greater than 250' Length 750 LF Furnish and Install 14"x 14" Batter $ $ Pile for Concrete Seawall 14' Max 8 22 Depth Section 0'-70' Max Length 200 €F 20 I ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 M I A M I BE1AF-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U I M Unit Cost (Quanfity_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 EA 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 14 or AZ 14 770) 71' 250' Max Length Furnish and Install 18" x 18" Batter Pile for Steel Sheet Pile (NZ 14 or AZ 26 €A 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 1'1 770) Greater than 250' Length Furnish and Install 18" x 18" Batter Pile for Steel Sheet Pile (NZ 14 or AZ 30 EA 30 14-770) Greater than 250' Length 1050 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 0'-70' 31 Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 71'- 32 250' Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 33 Greater than 250' Length 300 LF 21 I ADDENDUM NO.3 � INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U I M Unit Cost (Quantity_X Unit Cost) Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 0'-70' 34 Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 71'- 35 250' Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 36 Greater than 250' Length 300 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/ 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 wl 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 w/ 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 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 M I AMI B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Total Item Description Quantity U / M Unit Cost (Quantity_X_Unit_cost) Furnish and Install 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:D632BC73-27B7-4697-B764-3D8C885006E1 M I /\i\/\ B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Item Description QuantityU I M Unit Cost Total p (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 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: 24 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 MIAMI 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 I25 ADDENDUM N0.3 ,� _....,_,..�,.,,o.�...,.�,.�..�.,.._..�._..,.,_....�.._...�.�„�,�...�,...»...A..w.._.�,,... �.._..,,..._,._.__..�..�.._.._��..,......»...�. INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 M I /\,\/\ I BE/\ I-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. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI 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. 7,7 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 M I A M I BEAcF-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Bid Items 31 For furnishing and installing concrete seawall cap 10ft Max Depth. Minimum compressive through 33 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi minimum yield. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional concrete seawall cap. To be paid for based on actual length installed measured horizontally. Bid Items 34 For furnishing and installing concrete seawall cap 14ft Max Depth. Minimum compressive through 36 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi minimum yield. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional concrete seawall cap. To be paid for based on actual length installed measured horizontally. Bid Items 37 For furnishing and installing Steel Sheet Pile seawall cap (37 Inches cap width) (NZ 14 or AZ through 39 14-770). Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional steel sheet pile seawall cap. To be paid for based on actual length installed measured horizontally. Bid Items 40 For furnishing and installing Steel Sheet Pile seawall cap (39 Inches cap width) (NZ 14 or AZ through 42 14-770). Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a functional steel sheet pile seawall cap. To be paid for based on actual length installed measured horizontally. Bid Item 43 For furnishing and installing a concrete seawall outfall pipe penetration. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a pipe penetration through a concrete seawall. In addition, the price shall include the installation of a manatee grate as depicted on the standard drawings. To be paid for based on actual number installed. Bid Item 44 For furnishing and installing a steel sheet seawall outfall pipe penetration. Price shall include, but not be limited to all labor, materials and equipment necessary for the complete installation of a pipe penetration through a concrete seawall. To be paid for based on actual number installed. Bid Item 44A Knock-out area is a rectangular area within a seawall panel that will have no reinforcement.. The size of the knock-out area varies between 16 to 32 square feet for each seawall panel. The contractor shall fill this knock-out area with bricks in the interior portion and cement mortar in the outside area covering the bricks. The cement mortar shall be flushed with the rest of the concrete panel. This knock out area will be removed at a later time, by others, to allow future stormwater discharge openings. To be paid for based on the actual size of the opening in square feet. Bid Items 45 For furnishing and installing of #57 rock. Price shall include, but not be limited to all labor, through 47 materials and equipment necessary for a complete installation of #57 Stone. To be paid for based on the amount in tons supplied and installed, evidenced by the supply ticket. Bid Items 48 For furnishing and installing of Rubble Rip Rap. Price shall include, but not be limited to all through 50 labor, materials and equipment necessary for a complete installation of Rubble Rip Rap at the base of the new seawall on a 2:1 ratio and in accordance with permit requirement 0-70' Max Length. To be paid for based on the actual amount in tons supplied and installed, evidenced by the supply ticket. 28 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov Bid Items 51 For furnishing and installing of Guardrail. Price shall include, but not be limited to all labor, through 53 materials and equipment necessary for a complete installation of Aluminum pipe Guard rail per FDOT index 870. To be paid for based on actual length installed measured horizontally. Bid Items 54 For removal of existing seawall cap as required. To be paid for based on actual length of through 56 existing seawall cap removed measured horizontally. Bid Items 57 For removal of existing seawall footing when required to allow for installation of new seawall. through 59 To be paid for based on actual length of existing seawall cap removed measured horizontally Bid Items 60 For the excavation and removal of soil landside if necessary, during installation of new seawall. through 62 To be paid for based on actual cubic yards of calculated volume of excavation Bid Items 63 For furnishing and installing of Back fill material (clean sand). Price shall include, but not be through 65 limited to all labor, materials and equipment necessary for a complete installation of back fill landside. To be paid for based on actual cubic yards of calculated volume of excavation Bid Items 66 The restoration item shall include embankment requried to fill the area adjacent to the seawall through 68 for about 10' in width for and a length of the entire seawall to an elevation of 5.2 feet NAVD at the seawall and a gradual transition from the seawall to the existing ground. This includes: suitable embankment, 6" of top soil and bahia grass. In addition, any any other area that has been disturbed shall be regraded to the original conditions and shall be sodded with bahia grass. Landscaping plants, trees and irrigation shall be either negotiated with the contractor as a change order or contingency transfer to the contract OR it shall be excluded from the contractor to be done by others. The Contractor shall document site conditions prior to commencement of work of work activities within the anticipated area to be disturbed. Bid Items 69 Price shall include, but not be limited to providing certified record drawings signed and sealed through 71 by a Surveyor Licensed in the State of Florida including pile logs, structural surveys, vibration monitoring. Contractor shall review record drawings for correctness and accuracy prior to submittal to the City, a written statement from the contractor shall be provided to the City approving the records drawings. To be paid for as a Lump Sum. Bid Items 72- Silt fence and floating turbity barriers to be paid for as in the lineal feet basis. 75 Item 75 For compliance with the Trench Safety Act. Any costs in excess of the stated allowance shall be borne by the contractor as part of its bid unit process. To be paid for per seawall project Notes: Unit Prices shall include all miscellaneous work for a complete project in accordance with plans, specifications and contract documents. Contractor shall include all labor, equipment, and materials that may be reasonably assumed necessary to accomplish this work and shall supply said labor, equipment, and materials, whether or not they are specified herein, without special provisions or additional payment. PAyment will be based on actual quantity installed. No partial payment on stored items shall be made. ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 M I /\f\/\ I BEiI-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov EXHIBIT G: Revised Insurance Requirements 30 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 MIAMI B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3id Floor Miami Beach, Florida 33139 www.miamibeachfl.gov REVISED Insurance Requirements TYPE 10 — CONSTRUCTION W/O DESIGN AND PROFESSIONAL SERVICES INSURANCE REQUIREMENTS The Contractor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or termination of the contract. A. Workers' Compensation Insurance, including USL&H and Jones Act Coverage, for all employees of the Contractor as required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease. Should the Contractor be exempt from this Statute, the Contractor and each employee shall hold the City harmless from any injury incurred during performance of the Contract. The exempt contractor shall also submit (i) a written statement detailing the number of employees and that they are not required to carry Workers' Compensation insurance and do not anticipate hiring any additional employees during the term of this contract or (ii) a copy of a Certificate of Exemption. B. Commercial General Liability Insurance on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit. C. Automobile Liability Insurance covering any automobile, if Contractor has no owned automobiles, then coverage for hired and non-owned automobiles, with limit no less than $2,000,000 combined per accident for bodily injury and property damage. D. Installation Floater Insurance against damage or destruction of the materials or equipment in transit to, or stored on or off the Project Site, which is to be used (installed into a building or structure) in the Project. (City of Miami Beach shall Named as a Loss Payee on this policy, as its interest may appear. This policy shall remain in force until acceptance of the project by the City.) E. Umbrella Liability Insurance in an amount no less than $2,000,000 per occurrence. The umbrella coverage must be as broad as the primary General Liability coverage. F. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. Additional Insured - City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the contractor including materials, parts, or equipment furnished in 31 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 M I /\tv\ I BEi\c1-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the contractor's insurance. Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach do EXIGIS Insurance Compliance Services. Waiver of Subrogation — Contractor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However, this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds (i.e. FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH c/o EXIGIS Insurance Compliance Services P.O. Box 4668 — ECM #35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach{c�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:D632BC73-27B7-4697-B764-3D8C885006E1 M I AAi\ I BE1A2I-I 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). (,\��7:��.[��]i'ill`[r1_\�]�I�`I�1�]I'i�4'll1�d�7►��_11`1:7��1�7`f,��t�hl�l��[�7►��:]Xd�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, Alex Donis Procur-ment Director ADDENDUM NO.2 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI B E AC H 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��l:ii.[d�]I�ll►[�7_1�]�l�►I�1 LiilliliteielkiEllk1:44414M-i4:110P1.1431D ►6i:iSS1=1114'I 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 hr. Procure;ent Director 1 J ADDENDUM NO.1 INVITATION TO BID NO.2020-125-AY CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS DocuSign Envelope ID:D632BC73-2787-4697-B764-3D8C885006E1 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 CITYWIDE ITB Title: 2020-125-AY Date of Issuance: July 10,2020 Contract Term: Three(3)years from date of contract execution by the Mayor and City Clerk.The City of Miami Beach has the option to renew the contract at the sole discretion of the City Manager for an additional two (2), one(1)year periods, on a year-to-year basis. Renewal of the contract is a City of Miami Beach prerogative, not a right of the Contractor. Such option will be exercised, if at all, only when it is in the best interest of the City of Miami Beach. Project Description& The purpose of this ITB is to establish a continuing services contract for the construction of Scope of Work: seawalls, Citywide, on an as needed basis as determined by the City, as set forth herein and including Appendix C, Plans &Specifications (Seawall Details and Notes). It is the City's intent to award this contract as a push button contract. Push button contracts provide the means of quickly responding to critical needs via a competitively solicited indefinite quantity contract.When items are needed,the requesting department will select the awarded vendor that has the best pricing and availability for the sum of the items needed for the particular need identified, on a case by case basis. The City will endeavor to utilize vendors in order of cost for the particular need identified. However, the City may utilize other vendors in the event that: 1) a contract vendor is not or is unable to be in compliance with any contract or delivery requirement;2)it is in the best interest of the City to do so regardless of reason. Specifications are further detailed in Appendix C. Project Location: Various Locations Estimated Budget: $1,500,000.00 is budgeted; However, additional funds may become available subject to the funds availability approved through the City's budgeting process Procurement Contact: Name:Arju Yudasto Telephone: 305-673-7490 ext. 26695 Email: ariuyudastomiamibeachfl.gov DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 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 rafaelgranado@miamibeachfl.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.Itis important that bidder download all addenda. PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY Dial-in Instructions: • Dial the Telephone Number: +1 786-636-1480 • Enter the Conference ID No.: 547 415 86# Pre-Bid Conference: CONFERENCE CALL ONLY Date: July 21, 2020 • Pre-Bid Conference will Time: 10:00 AM be held. Location: Dial-in Instructions: Pre-Bid Conference is • Dial the Telephone Number: +1 786-636-1480 Mandatory. • Enter the Conference ID No.: 485 124 362# n 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: ( I Site Visit is Mandatory. ® Site Visit will not be held. Last Day for Receipt of July 24, 2020 by 5:00 PM ET Questions: Questions will be allowed up to 10 days before the initial deadline for submittal of Bids. Questions must be directed to 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:D632BC73-2787-4697-8764-3D8C885006E1 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 I I Shall apply. benefit payments to be used in implementation of this article shall be those last published by DocuSign Envelope ID:D632BC73-2787-4697-8764-3D8C885006E1 • 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: D632BC73-27B7-4697-B764-3D8C885006E1 Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach do EXIGIS Insurance Compliance Services. Waiver of Subrogation—Contractor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However,this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds(i.e. FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH do EXIGIS Insurance Compliance Services P.O. Box 4668—ECM #35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach@riskworks.com Special Risks or Circumstances-The City of Miami Beach reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. Compliance with the foregoing requirements shall not relieve the Contractor of his liability and obligation under this section or under any other section of this agreement DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 Roadmap for Push Button When Work is identified by a City representative, the Contractor who provides all services Contract Selection needed and is the lowest for the project based on prices submitted in Appendix A, Cost Proposal Form,will be selected to complete the Work. Example: ABC Company XYZ Company Total Total Item Description Quantity U I M Unit Cost (Quantity_x_unit_ Unit Cost (puanttyx_un Coat) I Cont) 31 Furnish and Install Concrete Seawall Cap for 10'Max 70 m $ 1 000 00 $ 70 000 00 $ 900 00 $ 63 000 00 De.th Section 0'-70'Max Len.th 32 Furnish and Install Concrete Seawall Cap for 10 Max 250 m $ 900 00 $ 225 000 00 $ 1,000 00 $250.000 00 Depth Section 70'-250'Max Lemth 33 Furnish and Instal Concrete Seawall Cap for 10'Max 300 m $ 1 000 00 $ 300.000 00 $ 800 00 $240 000 00 Depth Section Greater than 250'Len.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. 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:D632BC73-27B7-4697-8764-3D8C885006E1 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 I I 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. n Shall apply. If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and Shall not apply. mechanics employed under the contract no less than the prevailing wage rate and fringe benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance of the ITB Required Licenses/Permits: LICENSES: If the Contractor is a Florida Commercial Builders License (CBC) OR a Florida General Contractor License (CGC), Specialty—Marine the following will be required: ® Shall apply. 1. Copy of Florida Commercial Builders License (CBC) OR a Florida General Shall not apply. Contractor License (CGC), Specialty— Marine. 2. Place of Business Occupational License PERMITS: The CONTRACTOR shall obtain and payfor anypermits that maybe required for q execution of the work, including but not limited to: DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 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 ONLY through 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: D632BC73-27B7-4697-B764-3D8C885006E1 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:D632BC73-27B7-4697-8764-3D8C885006E1 SECTION 0100 — INSTRUCTIONS TO BIDDERS: 1. General. This Invitation to Bid (ITB) is issued by the City of Miami Beach, Florida (the "City"), as the means for prospective Bidders to submit their qualifications, proposed scopes of work and cost proposals (the "proposal") to the City for the City's consideration as an option in achieving the required scope of services and requirements as noted herein. All documents released in connection with this solicitation, including all appendixes and addenda, whether included herein or released under separate cover, comprise the solicitation, and are complementary to one another and together establish the complete terms, conditions and obligations of the Bidders and, subsequently, the successful Bidder(s) (the "contractor[s]") if this ITB results in an award. The City utilizes BidSync (www.bidsync.com) for automatic notification of solicitation opportunities and document fulfillment. Any prospective bidder who has received this ITB by any means other than through BidSync is solely responsible for registering immediately with BidSync to assure it receives any addendum issued to this ITB. Additionally, prior to submittal of the bid, bidder shall verify that it has received and complied with all addenda issued. Failure to receive an addendum, or comply with an addendum requirement, may result in disqualification of bid submitted. 2. Background and Scope of Work. The Project is described more fully in the Invitation to Bid Summary (and/or the exhibits referenced therein). 3. Abbreviations and Symbols. The abbreviations used throughout the Contract Documents are defined hereinafter in the Technical Specifications. The symbols used in the Plans are defined therein. 4. Examination of Contract Documents and Site. It is the responsibility of each Bidder before submitting a Bid, to: a. Examine the Contract Documents thoroughly. b. Visit the site or structure to become familiar with conditions that may affect costs, progress, performance or furnishing of the Work. c. Take into account federal, state and local (City and Miami-Dade County) laws, regulations, permits, and ordinances that may affect costs, progress, performance, furnishing of the Work, or award. d. Study and carefully correlate Bidder's observations with the Contract Documents. e. Carefully review the Contract Documents and notify City of all conflicts, errors or discrepancies in the Contract Documents of which Bidder knows or reasonably should have known. The submission of a Bid shall constitute an incontrovertible representation by Bidder that Bidder has complied with the above requirements and that without exception, the Bid is premised upon performing and furnishing the Work required by the Contract Documents and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5. Location of Work. This Scope of Work shall be completed at the Project Site/Location of the Work specified in the Invitation to Bid Summary (the "Project Site"). DocuSign Envelope ID: D632BC73-27B7-4697-8764-3138C885006E1 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: D632BC73-27B7-4697-B764-3D8C885006E1 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:D632BC73-2787-4697-8764-3D8C885006E1 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:D632BC73-2767-4697-8764-3D8C885006E1 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:D632BC73-27B7-4697-B764-3D8C885006E1 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:D632BC73-27B7-4697-8764-3D8C885006E1 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: D632BC73-27B7-4697-8764-3D8C885006E1 APPENDIX A M I AM I BEACH Bid Price Form MUST BE SUBMITTED WITH THE BID. FAILURE TO DO SO WILL RENDER BID NON-RESPONSIVE. DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 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/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:D632BC73-27B7-4697-B764-3D8C885006E1 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:D632BC73-2787-4697-8764-3D8C885006E1 Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install 14"x 14"Batter Pile for $ $ Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70' 25 Max Length 8 EA Furnish and Install 14"x 14"Batter Pile for $ $ Steel Sheet Pile(NZ 14 or AZ 14-770)71'- 26 250'Max Length 26 EA $ $ Furnish and Install 14"x 14"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770) 27 Greater than 250'Length 31 EA $ $ Furnish and Install 16"x 16"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70' 28 Max Length 8 EA $ $ Furnish and Install 16"x 16"Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)71'- 29 250'Max Length 26 EA Furnish and Install 16"x 16"Batter Pile for $ $ Steel Sheet Pile(NZ 14 or AZ 14-770) 30 Greater than 250'Length 30 EA Furnish and Install Concrete Seawall Cap for $ $ 31 10'Max Depth Section 0'-70'Max Length 70 LF Furnish and Install Concrete Seawall Cap for $ $ 32 10'Max Depth Section 71'-250'Max Length 250 LF Furnish and Install Concrete Seawall Cap for $ $ 10'Max Depth Section Greater than 250' 33 Length 300 LF Furnish and Install Concrete Seawall Cap for $ $ 34 14'Max Depth Section 0'-70'Max Length 70 LF $ $ Furnish and Install Concrete Seawall Cap for 35 14'Max Depth Section 71'-250'Max Length 250 LF $ $ Furnish and Install Concrete Seawall Cap for 14'Max Depth Section Greater than 250' 36 Length 300 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile w/14"x 14"Batter Piles 0'- 37 70'Max Length 70 LF $ $ Furnish and Install Concrete Seawall Cap for Steel Sheet Pile wl 14"x 14"Batter Piles 71'- 38 250'Max Length 250 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile w/14"x 14"Batter Piles 39 Greater than 250'Length 300 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile wl 16"x 16"Batter Piles 0'- 40 70'Max Length 70 LF DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 Total Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile wl 16"x 16"Batter Piles 71'- 41 250'Max Length 250 LF Furnish and Install Concrete Seawall Cap for $ $ Steel Sheet Pile wl 16"x 16"Batter Piles 42 Greater than 250'Length 300 LF Furnish and Install Concrete Seawall Outfall $ $ 43 Pipe Penetration 2 EA Furnish and Install Steel Sheet Pile Seawall $ $ 44 Outfall Pipe Penetration 2 EA Furnish and Install#57 Stone 0'-70'Max $ $ 45 Length 20 TONS Furnish and Install#57 Stone 71'-250'Max $ $ 46 Length 75 TONS Furnish and Install#57 Stone for Greater than $ $ 47 250'Length 90 TONS Furnish and Install Rubble Rip Rap 0'-70'Max $ $ 48 Length 20 TONS Furnish and Install Rubble Rip Rap 71'-250' $ $ 49 Max Length 75 TONS Furnish and Install Rubble Rip Rap Greater $ $ 50 than 250'Length 90 TONS Furnish and Install Aluminum Pipe Guardrail $ $ 51 0'-70'Max Length 70 LF $ $ Furnish and Install Aluminum Pipe Guardrail 52 71'-250'Max Length 250 LF $ $ Furnish and Install Aluminum Pipe Guardrail 53 for Greater than 250'Max Length 300 LF Removal of Existing Seawall Cap 0'-70'Max $ $ 54 Length 70 LF $ $ Removal of Existing Seawall Cap 71'-250' 55 Max Length 250 LF Removal of Existing Seawall Cap for Greater $ $ 56 than 250'Length 300 LF $ $ Removal of Existing Seawall Footing 0'-70' 57 Max Length 70 LF Removal of Existing Seawall Footing 71'-250' $ $ 58 Max Length 250 LF Removal of Existing Seawall Footing for $ $ 59 Greater than 250'Length 300 LF Excavation and removal of soil landside if $ $ 60 necessary 0'-70'Max Length 100 cY Excavation and removal of soil landside if $ $ 61 necessary 71'-250'Max Length 350 cY Excavation and removal of soil landside if $ $ 62 necessary for Greater than 250'Length 430 cY DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 Total Item Description Quantity U/M Unit Cost (Quantity_x_Unit_Cost) Backfill Material(clean sand)0'-70'Max $ $ 63 Length 100 c'' Backfill Material(clean sand)71'-250'Max $ $ 64 _ Length 350 cY $ $ Backfill Material(clean sand)for Greater than 65 250'Length 430 cY Restoration of disturbed area 0'-70 Max $ $ 66 Length 115 sY Restoration of disturbed area 71'-250'Max $ $ 67 Length 415 sY $ $ Restoration of disturbed area Greater than 68 250'Length 500 sY As-Built/Record Drawings/logs 0'-70 Max $ $ 69 Length 1 LS As-Built/Record Drawings/logs 71'-250'Max $ $ 70 Length 1 LS As-Built/Record Drawings/logs Greater than $ $ 71 250'Length 1 LS Silt fence and Turbidity barrier 0'-70 Max $ $ 72 Length 70 LF Silt fence and Turbidity barrier 71'-250'Max $ $ 73 Length 250 LF Silt fence and Turbidity barrier Greater than $ $ 74 250'Length 300 LF ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT*(PER PROJECT AS 75 APPLICABLE) 10 EA $25.00 $250.00 1See Section 0100, Sub-section 12. Bidder's Affirmation The undersigned, as Bidder, declares that the only persons interested in this Bid are named herein;that no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is made without connection or arrangement with any other person; and that this Bid is in every respect fair and made in good faith, without collusion or fraud. The Bidder agrees, if its Bid is accepted, to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the Bidder and the City of Miami Beach, Florida, for the performance of all requirements to which the Bid pertains. Bidder: Authorized Agent Name: Authorized Agent Title: Authorized Agent Signature: DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 APPENDIX B MIAMI BE AC H Contract DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 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: D632BC73-27B7-4697-B764-3D8C885006E1 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: D632BC73-27B7-4697-8764-3D8C885006E1 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:D632BC73-2787-4697-B764-3D8C885006E1 APPENDIX C M I AM I B E AC H Plans & Specifications DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 • 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 CONTRACTORS 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". V VI W SOIL: 1. A SUB—SOIL INVESTIGATION REFLECTING THE SOIL CONDITIONS FOR THE PROJECT SHALL BE UTILIZED BY THE ENGINEER. THE SUB—SOIL INVESTIGATION SHALL BE PREPARED BY A GEOTECHNICAL ENGINEER LICENSED IN FLORIDA. o THE ENGINEER SHALL DETERMINE IF THE SOIL PROPERTIES DETERMINED ARE ADEQUATE CONSIDERING THE ASSUMPTIONS OF THESE STANDARD DETAILS. m 2. NEW FILL MATERIAL SHALL BE CLEAN SAND, MEETING THE REQUIREMENTS FOR THE SOIL PARAMETERS ASSUMED FOR THESE STANDARD DETAILS, EXCEPT AS NOTED. NEW FILL MATERIAL SHALL HAVE LESS THAN 5% PASSING THE #200 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. a 0 • e APPROVED REVISED TITLE MIAMI BE ACH o4zozo GENERAL SEAWALL NOTES 12-1 PUBLIC WORKS DEPARTMENT V ' 700 CONVENTION CENTER DRIVE.MIAMI BEACH FL 31133 DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 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. ° 3 a VI J W 011 Vl ZO VI m mN O ° 0 I APPROVED REVISED TITLE. MIAMI BEACH 0 420 2 0 PUBLIC WORKS DEPARTMENT CONCRETE PANEL SEAWALL NOTES 1 2-2 U 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 • • C:\bms\hazsrt ow\hs—Isoriano\d0180855\CMB STANDARD SEAWALL DETMLS.dwa ' 13 r 0 33 X y _ r 10' O.C. MAX. 3 D 10' O.C. MAX. 4 Z : 12"x12" BATTER PILE AS PER 1 SECTION 12"x12" KING PILE AS 24" PER SECTION MAX. NEW PRECAST CONCRETE BULKHEAD PANEL 0 m 0 D_ 0 \ / 0 A G X -J \ o � � 3 / / \ i \ / \ o N Tr rocv -- - - - - — z 0 (n 0 m > C7 >OZ EXISTING SEAWALL r Z8m PLAN VIEW A m N.T.S. 12-4 rn X NOTES: ' Z 0 m 1. FOR RETAINED FILL NOT TO EXCEED -a r 10'-0" DEPTH. H 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 CIA) DESIGN. DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 • ALUMINUM PIPE GUARDRAIL PER FDOT INDEX 870 (IF APPLICABLE) NEW 36' WIDE (MAX.) x 16' DEEP CONCRETE SEAWALL REMOVE EXISTING SEAWALL CAP AS CAP WITH (5) *5 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 C 3' O.C. VERIFYCAP PROVIDE N6 HOOKED DOWEL DRILL REINFORCING BY STRUCTURAL CALCULATIONS. & EPDXY 12' MIN. INTO KING PILE A WIDER PILE CAP REQUIRES CITY APPROVAL. .' MAX. EXTEND PILE STRANDS 6' MIN. ALL EXPOSED EDGES TO BE i' 15' MIN. INTO CAP ANO CHAMFER 3 ir (SEES ELEVATIONS NOTE 3 ON 12-1) T.O. PROPOSED CAP W 1t 'w k I P , . .,, 1 \ • 16' 4 12 D MHWo EL= NAVD 88 EXISTING SEAWALL, IF PRESENT. ACTUAL CONDITIONS WILL VARY 1 X 117 ` . _ . MLWon .I EL.= NAVD 88 NEW SEAWALL PANEL PLACED IN NEW PRECAST CONCRETE FRONT OF EXISTING WALL. SEE BULKHEAD PANEL • REINFORCING DETAIL ON 12-6 WHERE WAVE ACTION OR SWIFT CURRENTS 2 ARE ANTICIPATED PLACE FDOT RUBBLE 1 V • RIP-RAP (BANK AND SHORE) 2:1 SLOPE APPROX. TOOCONTROL EROSION. PLACEMENT OF RUBBLE RIP-RAP MUST BE IN • COMPLIANCE WITH ALL PERMITS. NEW 12'x12' PRECAST KING PILE AT zPo • 10'-0' 0.C. WITH 12' MIN. o EMBEDMENT INTO FIRM MATERIAL � . PILES TO HAVE A 25 TON CAPACITY114 <" • r T.0 BERM (MUDLINE), T NEW 12•x12' PRECAST BATTER PILE ADJ. TO KING PILE AT 10'-0' O.0 ii WITH 12' MIN. EMBEDMENT INTO FIRM MATERIAL PILES TO HAVE A 25 TON \ CAPACITY7 \ FOR GAPS BETWEEN EXISTING AND NEW SEAWALL GREATER THAN 6-INCHES, FILL WITH *57 STONE. W FOR SMALLER GAPS, FILL WITH CLEAN SAND PER SOIL NOTE 2 ON 12-1. APPROX. FACE OF EXISTING WALL PARTIALLY FAILING AND ROTATING I Ul Ul a ____—__A\F___-_ 3 NOTES: W 1.FOR RETAINED FILL NOT TO o EXCEED 10'-0" DEPTH. 01U /�2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE A, as SHALL BE DESIGNED BY A 0 LICENSED STATE OF FLORIDA aSECTION STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS 12-3 N T.S SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. N 0 I _ JMIAMI BEACH APPROVED 41020 CONCRETE PANEL E SEAWALL - 10 MAX. DEPTH 12-4 PUBLIC WORKS DEPARTMENT _ U1700 CONVENTION CENTER DRIVE.MIAMI BEACH.FL 33139 SECTIO N S DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 5" • • • • • • • • • Z 0 • XU Q N • d' O p I N #5 HORIZ LLJ BARS ®6" • O.C. • • \-#5 VERT BARS ®12" • 0.C. • • • , • \ LL 5" (TYP.) FOR 10'-0" 0/C KING PILES, VERIFY FIELD CONDITION AND 9 FABRICATE PANELS 2" SHORTER THAN ACTUAL KING a PILE 4. TO c. SPACING PANEL ELEVATION N.T.S. r UI NOTES: § 1. VERIFY PANEL THICKNESS AND REINFORCING BY STRUCTURAL CALCULATIONS. • 2. #5 VERTICAL BARS EXTEND 12" MIN. BEND PER SECTION DETAIL AFTER PANELS ARE IN PLACE. 3. FOR RETAINED FILL NOT TO EXCEED 10'-0" DEPTH. 4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE T. PROVIDED TO SUPPORT STRUCTURAL DESIGN. s 0 MIAMI BEACH APPROVED 04 025 T CONCRETE PANEL E • SEAWALL - 10' MAX. DEPTH 12-5 • PUBLIC WORKS DEPARTMENT _ U ']90 CONVENTION CENTER DRIVE,MUMI BEACH.FL 33139 STANDARD PANEL ELEVATION C:\bme\hazer-aw\he—learlano\dQ16Q855\CMB STANDARD SEAWALL DETAILS.dwo • W Q c. ro 10' 0.0 MAX. -0 CO r Am _ 10' O.C. MAX. An 1 ) I 14"x14" BATTER PILE AS PER °Z m = SECTION 14"x14" KING PILE AS 24" PER SECTION MAX. NEW PRECAST CONCRETE BULKHEAD PANEL IP"- 0 I m o 4 D. 1 0 \ / O o < X J � ° z / 1 \. / \ N V) m U Z 0 oC M D > 0 rr— Z EXISTING SEAWALL z � r m m PLAN VIEW A N.T.S. 12-7 * x Z NOTES: CD MI— 1. FOR RETAINED FILL NOT TO EXCEED 14'-0" —m{ DEPTH. I 2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. IV 6) DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 • , 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) 95 CONTINUOUS BARS T&B & 93 CLOSED TIES 0 12' O.C. AND (4) *3 CLOSED TIES 0 4' O.C. PROVIDE 46 HOOKED DOWEL DRILL 0 EACH SIDE OF EACH PILE. VERIFY CAP EINFORCING BY STRUCTURAL CALCULATIONS. & EPDXY 12' MIN. INTO KING PILE A WIDER PILE CAP REQUIRES CITY APPROVAL _ 38' MAX EXTEND PILE STRANDS 6' MIN. ALL EXPOSED EDGES TO BE i' 15" MIN. INTO CAP .. MR CHAMFER .� I y� (SEE ELEVATIONS NOTE 3 ON 12-1) T.O. PROPOSED CAPD , _ 4 ii \ I —F..... l ie. I . 4 4 • 127 MHW,� 0 EXISTING SEAWALL, IF PRESENT. EL=____NAVD 88 ACTUAL CONDITIONS WILL VARY • xi x MLW(i `.. m EL= JJAVD 881 • NEW SEAWALL PANEL PLACED IN NEW PRECAST Co CRETE FRONT OF EXISTING WALL. SEE :1AD PAN •• REINFORCING DETAIL ON 12-9 2 WHERE WAVE ACTION OR SWIFT CURRENTS I J ARE ANTICIPATED PLACE FDOT RUBBLE 11 RIP-RAP (BANK AND SHORE) SLOPE till APPROX. TO CONTROL EROSION.. PLACEMENT OF RUBBLE RIP-RAP MUST BE IN • COMPUANCE WITH ALL PERMITS. NEW 14"x14" PRECAST KING PILE AT z p • 10.-0' O.C. WITH 12' MIN. x - EMBEDMENT INTO FIRM MATERIAL 1,4,1PILES TO HAVE A 25 TON CAPACITY T.0 BERM (MUDLINE), ir NEW 14'x14' PRECAST BATTER PILE i ' ADJ. TO KING PILE AT 10'-0' O.0 oz ` FOR GAPS BETWEEN EXISTING AND WITH 12' MIN. EMBEDMENT INTO FIRM -i NEW SEAWALL GREATER THAN MATERIAL PILES TO HAVE A 25 TON / 6-INCHES, FILL WITH #57 STONE. \CITY _/ FOR SMALLER GAPS, FILL WITH CLEAN SAND PER SOIL NOTE 2 ON 12-1. APPROX. FACE OF EXISTING WALL PARTIALLY \, FAILING AND ROTATING / a \a W NOTES: a \. 1. FOR RETAINED FILL NOT TO EXCEED W 14'-0" DEPTH. re 2. MINIMUM STANDARDS ARE DEPICTED g ABOVE. STRUCTURE SHALL BE Vl a DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. o SIGNED AND SEALED CALCULATIONS 0 SHALL BE PROVIDED TO SUPPORT A SECTION STRUCTURAL DESIGN. 12-6 NTS g 3 MI AMI BEACH APPROVED 0/020o TITLE CONCRETE PANEL PUBLIC WORKS DEPARTMENT SEAWALL — 14 MAX. DEPTH 12-7 U .700 CONVENTION CENTER DRIVE.MIAMI BEACH,FL.33139 SECTION C ETIO N DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 • 4" 5 —1 N • • • • • • • • • Z 0 H • X CJ Q• O W p I a • #5 HORIZ BARS ®6" • O.C. • #5 VERT BARS @12" • 0.C. • 5"oo \ �� (TYP.) F oTC- FOR 10'-0" 0/C KING PILES, VERIFY FIELD CONDITION AND 9" FABRICATE PANELS 2" SHORTER THAN ACTUAL KING PILE E TO 4 SPACING O PANEL ELEVATION N.T.S. • NOTES: 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. 3. FOR RETAINED FILL NOT TO EXCEED 14'-0" DEPTH. 4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN. s a J MIAMI BEACH APPROVED REVISED.0TITLE CONCRETE PANEL SEAWALL - 14' MAX. DEPTH 12-8 • PUBLIC WORKS DEPARTMENT STANDARD PANEL ELEVATION ^100 CONVENTION CENTER DRIVEMIAMI,MIBEACH,FL]31]9 4 - • DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 A _ 21-0" MIN. 24-INCH MAX 21-0" MIN. _ PIPE DIAMETER I I I I I CONC. CAP. REBAR NOT r I I I I I f SHOWN FOR CLARITY Cli o_ °I 1— rt w Ci_ o- 7— I — �– — I — �– -� - I w CI- #4®12, EW ® #5 24-IN MAX. E/W EPDXY L1.1�' of I o I o I I DOWELS, EMBEDDED 7-IN. ENDS CT SHALL BE HOOKED 6-IN. .L...\\ I I FROMABOTTOM OFMIN. DRILLAHOLEE � TO OPPOSITE FACE OF PANEL. mw I 1- rt �Q + I UTILITY PIPE Z o o1_ A o _T'_ 4o — Iw N I I #4 TIE AROUND OPENING Z_ I I I I I I _CONCRETE FACE 0 N J I—\_ #4 HORIZONTAL BARS TO ADDITIONAL #4 BE FIELD BENT (TYP.) J JPRECAST CONC. PANEL `i PIPE PENETRATION ELEVATION a g N.T.S. In NOTES: 9, 0 1. ADJUST THE DOWEL LOCATIONS AS NEEDED TO AVOID CONTACTING ANY REBAR. IF THE DRILL BIT CONTACTS s THE REBAR, DRILLING SHALL STOP, THE HOLE SHALL BE FILLED WITH NON-SHRINK GROUT AND THE HOLE SHALL BE RELOCATED. CONTRACTOR SHALL USE NONDESTRUCTIVE MEANS TO FIELD LOCATE REBAR. 2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF 1 FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT T. STRUCTURAL DESIGN.4 3. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. 0 M I A M I BE ACH APPROVED REVISED TITLE j 04,2020 CONCRETE PANEL SEAWALL PUBLIC WORKS DEPARTMENT PIPE PENETRATION ELEVATION 12-9 O '700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 4 • DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 • ICONC. CAP REBAR NOT #5 024—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 II I UTILITY PIPE #4@12, EW 1.1 WATER SIDE I I LAND SIDE CONCRETE FACE I 6°_ a s A SECTION 12-9 N.T.S. a NOTES: 1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED co 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. T. 5 BEACH APPROVED REVISED TIT! MIAMI BEACH 04/2020 CONCRETE PANEL SEAWALL PUBLIC WORKS DEPARTMENT PIPE PENETRATION SECTION 12-10 C7 'TED CONVENTION CENTER DRIVE,MIAMI BEACH FI..11149 ♦ -- DocuSign Envelope ID: D632BC73-27B7-4697-8764-308C885006E1 • 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. T'= 66 PCF (SUBMERGED DENSITY) d. C = 0 PSF (COHESION) e. e = 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) SIA-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 o SOIL PROPERTIES DESCRIBED HEREIN. 1 CAST IN PLACE REINFORCED CONCRETE 1. ALL CONCRETE (EXCEPT PRECAST PILES) SHALL HAVE A W/C RATIO BETWEEN 0.39 AND 0.42 AND ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI. SIX (6) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50 CY AND SHALL BE TESTED AT 3, 7 AND 28-DAYS. SLUMP, FOR CONCRETE CONTAINING SUPERPLASTICIZER, • SHALL BE 7-INCHES +/- 1.5-INCHES. ALL CONCRETE MUST BE PLACED WITHIN 90-MINUTES OF BATCH TIME AND VIBRATED PER ACI MANUAL OF CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT TIME OF PLACEMENT SHALL BE g BETWEEN 75' AND 95'. Es 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 MANUFACTURER'S MILL MARKING ROLLED INTO THE BAR WHICH SHALL INDICATE THE PRODUCER, SIZE, TYPE AND GRADE. MIAMI BEACH APPROVED REVISED TITLE. 042020 STEEL SHEET PILE WITH CONCRETE PUBLIC WORKS DEPARTMENT - PILE NOTES 1 2-1 1 A1100 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 • A WATER SIDE 12-1 —EXPANSION JOINT 2 PRESTRESSED CONCRETE @30'-4" MAX. _ BATTERED PILE ® EA. PANEL , --N-- --N----- \ / \ / \ / . 7-- , . \ / , - • \ / \ / L \ 1„ 1 1 _ , 1 1 1 T_ , Ti. 1 _ , CONC. CAP. REBAR NOT LAND SIDE E STEEL SHEET PILE 5/8"x4"NELSON STUD OR 1......_ SHOWN FOR CLARITY EQUAL (TYP.) 1 WALL DETAIL N.T.S. EXPANSION JOINT FILLER. ADHERE TO ONE SIDE OF CONCRETE ONLY WITH WATERSTOP ADHESIVE ill .N di ..,..c.:1141 ,..... ALL REBAR NOT SHOWN. I SEE SECTION FOR REBAR - Ill 2: ' i 0 %Fr STEEL SHEET PILE O ? SEALANT ALL AROUND NON-LIQUID BOND BREAKER a EXPOSED JOINT BETWEEN JOINT SEAL AND EXPANSION MATERIAL 3/4" CHAMFER o (TYP. ALL EDGES) 0 Pn ur m 2 EXPANSION JOINT 1 _ N.T.S 0 NOTE: l• 1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED 5T. STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE LI PROVIDED TO SUPPORT STRUCTURAL DESIGN. g MIAMI BEACH APPROVED REVISED TITLE 04/20205STEEL SHEET PILE WITH PUBLIC WORKS DEPARTMENT CONCRETE PILE SEAWALL 12-12 6 1700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL 33139 WALL DETAILS DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 4 ' 5/8x4"NELSON STUD OR " EQUAL (TYP.) #706" MAX. ALL AROUND, EXCEPT BOTTOM AS SHOWN _ W #4010" MAX. (SEE TABLE) CUT HOLE THROUGH SHEET ' ® EACH STIRRUP PROPOSED GRADE � !I • • • I i F 6" BELOW T/CAP 1-0 Et I I X • 1 1 f L COMPACTED /\- CLEAN SAND CONSTI PRESTRESSED CONC. 6 EXCAV< BATTERED PILE 0 EA. MIN. E/ (SEE NOTES) / (VARIE`. PANEL. EXTEND PILE ____Z in w STRANDS 15" MIN w / _ 0 0 z INTO CAP o (71 cc _ f Z N coo5 N f- 1_ Xa D / W m Q O O çrr* 12 LLI . GEOTEXE00 MHW 40liii* o EL.=___NAVD 88 o1 . : •1i I1 N MLW , EL.=___NAVD 88 ' " #57 STONE JET FILLER OR EQUAL _ 1 -0 ® EVERY 4TH SHEET. MIN. ALL PARTS AND FASTENERS SHALL BE T316SS r--1 RUBBLE BANK AND _ SEABEDJMUI I DLINE SHORE PROTECTION I- J z J n STEEL SHEET PILE Li_wm o_wm a •a I- ior ZLw m w O w S w UwIe (n wI0 1 1 I - SHEET PILE TIP. EL. (SEE TABLE) A SECTION 2-1 N.T.S. V 0 DESIGN PARAMETERS TABLE EXCAVATED DEPTH I SHEET PILE CONC. PILE SIZE W2 CONC. PILE EMBED 3 SHEET PILE EMBED4 (FT) SECTION (IN) (FT-IN) (FT) (FT) NZ 14 143'-1" _ 25 11 10 AZ 104-770 16 3'-3" 21 11 ut m TABLE FOOTNOTES: U 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. 5 3. CONC. PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO B/CONCRETE PILE. 5 4. SHEET PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO B/CONCRETE PILE. i 5. 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. c APPROVED �E020 TITLE STEEL SHEET PILE WITH MIAMI BEACH X2020 CONCRETE PILE SEAWALL 12-13 PUBLIC WORKS DEPARTMENT A '700 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 WALL SECTION DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 Ak NW 31-0" MIN. VARIES PER _ 3'-0" MIN. _ PIPE DIA I I I I I 1 CONC. CAP. REBAR NOT II I I I - f SHOWN FOR CLARITY I 01 I fi I a - - rt l w a cew a #4012, EW o I 0 : - SHEET 5/8"x4" NELSON STUD TO BE wI I WELDED TO FACE OF STEEL PILES AT 12" O.C. ALONG > I 0 I I WATERWARD FACE OF SHEETS (ALONG INNER AND OUTER - CORRUGATION) Qw I 1 -r I Z¢ 0 1 o UTILITY PIPE i — I— 4 —k 4— A— —I `N1 a #4 TIE AROUND E I o I I I OPENING z o 1 I 0 1 1 o I _CONCRETE FACE 0 N N 4 I # 4 I A #4 HORIZONTAL BARS TO I I ADDITI ON L #4 BE FIELD BENT (TYP.) I V g J STEEL SHEET PILE gINTERLOCK (TYP.) W I PIPE PENETRATION ELEVATION i N.T.S. 1 1 NOTES: 8 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. J 2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION. S APPROVED REMISED TITLE STEEL SHEET PILE WITH ! MIAMI BEACH PUBLIC WORKS DEPARTMENT CONCRETE PILE SEAWALL PIPE 12-14 CAM 7 1100 CONVENTION CENTER DRIVE,MIAMI BEACH,FL.33139 PENETRATION ELEVATION V ATION DocuSign Envelope ID: D632BC73-2767-4697-8764-3D8C885006E1 • I5/8" CONC. CAP REBAR AND SHEAR x4"NELSON STUD TO BE /STUDS NOT SHOWN FOR CLARITY WELDED TO FACE OF STEEL SHEET PILES AT 12" O.C. / I ALONG WATERWARD FACE OF SHEETS (ALONG INNER AND • OUTER CORRUGATION) • STEEL SHEET PILE Ia (TYP.) I r UTILITY PIPE #4@12, EW hI Q— EWATER SIDE I LAND SIDE •I CONCRETE FACE -� 6" A SECTION 2-14 N.T.S. 0 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. 5 0 i 5 a MIAMI BEACH APPROVED REVISED ne STEEL SHEET PILE WITH PUBLIC WORKS DEPARTMENT CONCRETE PILE SEAWALL PIPE 12-15 (.7 1700 CONVENTION CENTER DRIVE MIAMI BEACH,FL331M PENETRATION SECTION DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 APPENDIX D M I AM I B E AC H Post Award Forms DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 MIAMIBEACH FORM OF PERFORMANCE BOND BY THIS BOND, We , as Principal, hereinafter called Contractor , and , as Surety, are bound to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No.: , awarded the day of , 20 , with City which Contract Documents are by reference incorporated herein and made a part hereof, and specifically include provision for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract"; THE CONDITION OF THIS BOND is that if Contractor: 1. Performs the Contract between Contractor and City for construction of , the Contract being made a part of this Bond by reference, at the times and in the manner prescribed in the Contract; and 2. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains as a result of default by Contractor under the Contract; and 3. Performs the guarantee of all work and materials furnished under the Contract for the time specified in the Contract; then THIS BOND IS VOID, OTHERWISE IT REMAINS IN FULL FORCE AND EFFECT. Whenever Contractor shall be, and declared by City to be, in default under the Contract, City having performed City obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 3.1. Complete the Project in accordance with the terms and conditions of the Contract Documents; or 3.2. Obtain a bid or bids for completing the Project in accordance with the terms and conditions of the Contract Documents, and upon determination by Surety of the lowest responsible Bidder, or, if City elects, upon determination by City and Surety jointly of the lowest responsible Bidder, arrange for a contract between such Bidder and City, and make available as work progresses (even though there should be a default or a succession of defaults under the Contract DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 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:D632BC73-27B7-4697-8764-3D8C885006E1 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:D632BC73-2787-4697-B764-3D8C885006E1 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: D632BC73-27B7-4697-B764-3D8C885006E1 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: D632BC73-27B7-4697-8764-3D8C885006E1 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:D632BC73-27B7-4697-8764-3D8C885006E1 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: D632BC73-27B7-4697-B764-3D8C885006E1 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: D632BC73-2767-4697-8764-3D8C885006E1 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: D632BC73-27B7-4697-B764-3D8C885006E1 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:D632BC73-27B7-4697-B764-3D8C885006E1 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: D632BC73-27B7-4697-6764-3D8C885006E1 ATTACHMENT C SUNBIZ & PROPOSAL RESPONSE TO ITB DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 Detail by FEI/EIN Number DIVISION OF CORPORATIONS £J`/liiion c, ui► official State a/Florida wrbsi►e Department of State / Division of Corporations / Search Records / Search by FEI/EIN Number / Detail by FEI/EIN Number Florida Profit Corporation LAMBERT BROS., INC. Filing Information Document Number P00000042067 FEI/EIN Number 65-1005943 Date Filed 04/24/2000 State FL Status ACTIVE Principal Address 5501 North Powerline Road FORT LAUDERDALE, FL 33309 Changed: 02/25/2015 Mailing Address 5501 North Powerline Road FORT LAUDERDALE, FL 33309 Changed: 02/25/2015 Registered Agent Name&Address LAMBERT, GREGG W 5501 North Powerline Road FORT LAUDERDALE, FL 33309 Address Changed: 02/25/2015 Officer/Director Detail Name &Address Title President LAMBERT, GREGG W 5501 North Powerline Road FORT LAUDERDALE, FL 33309 Title Officer Lambert, Denise M 5501 Powerline Road www.LambertBros.net search.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail7inguirytype=FeiNumber&directionType=Initial&searchNameOrder=651005943P0000... 1/2 DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 Detail by FEI/EIN Number Fort Lauderdale, FL 33309 Annual Reports Report Year Filed Date 2018 02/08/2018 2019 02/07/2019 2020 02/04/2020 Document Images 02/04/2020--ANNUAL REPORT View image in PDF format 02/07/2019--ANNUAL REPORT View image in PDF format 02/08/2018—ANNUAL REPORT View image in PDF format 02/10/2017—ANNUAL REPORT View image in PDF format 01/14/2016—ANNUAL REPORT View image in PDF format 02/25/2015—ANNUAL REPORT View image in PDF format 04/29/2014—ANNUAL REPORT View image in PDF format 04/30/2013—ANNUAL REPORT View image in PDF format 04/11/2012--ANNUAL REPORT View image in PDF format 07/08/2011--ANNUAL REPORT View image in PDF format J 01/12/2011--ANNUAL REPORT View image in PDF format 01/19/2010--ANNUAL REPORT View image in PDF format 04/15/2009--ANNUAL REPORT View image in PDF format 02/01/2008—ANNUAL REPORT View image in PDF format 04/05/2007--ANNUAL REPORT View image in PDF format 03/09/2006—ANNUAL REPORT View image in PDF format 04/21/2005—ANNUAL REPORT View image in PDF format 04/02/2004—ANNUAL REPORT View image in PDF format 04/14/2003—ANNUAL REPORT View image in PDF format 04/11/2002--ANNUAL REPORT View image in PDF format 02/05/2001 --ANNUAL REPORT View image in PDF format 04/24/2000--Domestic Profit View image in PDF format i Ror afa Departmenr of Stare,Di.s,on of Corporations search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNumber&directionType=Initial&searchNameOrder=651005943P0000... 2/2 DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 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 Lambert Bros NO.OF YEARS IN BUSINESS:20 NO.OF YEARS IN BUSINESS LOCALLY:20 NO.OF EMPLOYEES:25 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS: BIDDER PRIMARY ADDRESS(HEADQUARTERS):5501 Powerline Road CITY:Fort Lauderdale STATE:FL ZIP CODE:33309 TELEPHONE NO.:9544919380 TOLL FREE NO.: FAX NO.:9544919425 BIDDER LOCAL ADDRESS:5501 Powerline Road CITY:Fort Lauderdale STATE:FL ZIP CODE:33309 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:Gregg Lambert ACCOUNT REP TELEPHONE NO.:9544919380 ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL:GL@lambertbros.net FEDERAL TAX IDENTIFICATION NO.:65-1005943 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 ;pecifications, 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 !stablishing a formal contractual relationship between the bidder and the City of Miami Beach, Florida,for the performance of all requirements to which the bid pertains; and f)that all responses,data and information contained in the bid submittal are true and accurate. rhe individual named below affirms that s/he: is a principal of the applicant duly authorized to execute this questionnaire,and that the contents of said document(s)are ;omplete,true,and correct to the best of his/her knowledge and belief. Name of Bidder's Authorized Representative: Title of Bidder's Authorized Representative: Gregg Lambert President DocuSign Envelope ID: D632BC73-2787-4697-B764-3D8C885006E1 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- xocurement system. However, bidders are solely responsible for assuring they have received any and all addendum issued pursuant to ;elicitation. This Acknowledgement of Addendum section certifies that the bidder has received all addendum released by the City pursuant o this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualification. Enter Initial to Enter Initial to Enter Initial to Confirm Confirm Confirm Receipt Receipt Receipt gl Addendum 1 Addendum 6 Addendum 11 Addendum 2 Addendum 7 Addendum 12 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 Gregg Lambert 100 President,VP, Teasurer ?. 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: FDOT .;ontact Individual Name and Title: Jose Morales, PE \ddress: 7205 Corporate Center Drive vliami, FL 33126 DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 telephone:786-539-9629 Contact's Email:JMorales@bpamiami.com Narrative on Scope of Services Provided: teplacing west bulkhead at the Port of Miami Bridge including replacement of concrete wall,etc. Reference No.2 =irm Name: FDOT Contact Individual Name and Title: Ricardo Gomez, Contracts Manager \ddress: Snapper Creek Service Plaza Ale Post 19 uliami GL 33186 telephone:305-378-4223 contact's Email: ricardo.Gomez@dot.state.fl.us narrative on Scope of Services Provided: Year 5 of maintenance contract including concrete,roadway paving,concrete barrier wall,curb,gutter,etc. Reference No.3 =irm Name: FDEP Contact Individual Name and Title: Terry Glunt, Stantec, Engineer address:800 Fairway Drive Suite 195 Deerfield Beach FL 33441 telephone:9542147900 Contact's Email:tery.glunt@stantec.com 'arrative on Scope of Services Provided: 2epair 1475 linear feet of bulkhead,including tie rods,deadmen,cleats,sidewalk,rip rap,etc. Additional Reference =irm Name: Contact Individual Name and Title: \ddress: telephone: DocuSign Envelope ID:D632BC73-2787-4697-8764-3D8C885006E1 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? DYES D NO f yes,why? I. Have any owners, directors, officers, or agents of the applicant company had a license revoked during the last five(5)years? OYES D NO f yes,why? 5. 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? DYES D N0 f yes,why? 7. Has the applicant company or any of its owners, directors, officers, or agents been convicted of a crime or had a claim that was filed in a court and mediated or arbitrated during the last five(5)years? DYES D N0 f yes,why? 3. Is an affiliate of the applicant company prequalified by the City of Miami Beach to bid on construction work? DYES D NO f yes,state the name of the affiliate? ). Is the applicant company a parent, subsidiary, or holding company for another construction company? DYES 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 DocuSign Envelope ID: D632BC73-27B7-4697-8764-3D8C885006E1 10. Is an owner,director,officer,or agent of the applicant company affiliated with another company? OYES D NO f the answer is"yes," provide the following information for each individual and the affiliated company. Individual's name Affiliated company's name Period of Type of affiliation (e.g. affiliation officer, director, owner or employee) 11. Is the applicant company currently the debtor in a bankruptcy case or file for bankruptcy during the last five(5)years? OYES 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? OYES 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? OYES 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 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? OYES D NO DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 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? DYES ❑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? DYES ❑ 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? DYES ❑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 ❑NO Certifying Agency Certification Type DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 ?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? DYES ❑NO B. Does your company provide or offer access to any benefits to employees with (same or opposite sex) domestic partners* or to domestic partners of employees? DYES ❑ NO C. Please check all benefits that apply to your answers above and list in the"other"section any additional benefits not already specified. Note:some benefits a provided to employees because they have a spouse or domestic partner, such as bereavement leave; other benefits are provided directly to the spouse domestic partner,such as medical insurance. Company Provides Company Provides for Employees with for Employees with Company does not Benefit Spouses Domestic Partners Provide Benefit Health x 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? OYES D 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. fhe cost of the preparation of the SQR shall be the responsibility of the bidder. The bidder shall request the SQR report from D&B at: ittps://supplierportal.dnb.com/webapp/wcs/stores/servlet/SupplierPortal?storeld=11696 3idders are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each bidder .eview the information contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation 3rocess. For assistance with any portion of the SQR submittal process, contact Dun &Bradstreet at 800-424-2495. >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: D632BC73-27B7-4697-8764-3D8C885006E1 MIAMI B EAC I-•-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov REVISED Bid Price Form FAILURE TO SUBMIT THIS BID PRICE FORM FULLY COMPLETED AND EXECUTED ON OR BEFORE THE DUE DATE FOR BIDS SHALL RENDER THE BID NON-RESPONSIVE AND BIDDER SHALL RECEIVE NO FURTHER CONSIDERATION. Bidder affirms that the TOTAL BID PRICES include the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, supervision, mobilization, demobilization, overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or indicated in the contract documents. Any or all alternates, if applicable, may be selected at the City's sole discretion and based on funding availability. The city will not accept any revision to the total base bid sum, divisions, line item totals, or add alternates, after the deadline for receipt of bids. In the event of arithmetical errors between the division or item totals and the total base bid, the Bidder agrees that the total base bid shall govern. In the event of a discrepancy between the numerical total base bid and the written total base bid, the written total base bid shall govern. In absence of totals submitted for any division cost, the City shall interpret as no bid for the division, which may disqualify bidder. The allowance items that have been delineated below shall be used only upon the City's discretion, as needed. In the event that the item of work is not conducted or only a portion of the estimated allowance is used, the Bidder understands that the balance of the cost shall be returned to the Cit . Total Item Description Quantity U I M : Unit Cost (Quantity_X_Unit_Cost) Mobilization and Demobilization 0'-70' $ $ 1 Max Length. 1 LS , 50,000 O. 6100 Mobilization and Demobilization 71'- Opo 2 250' Max Length. 1 LS $ '15, or,o $ 75, Mobilization and Demobilization $ $ 3 Greater than 250' Length. 1 LS 75, GOO —75,000 Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section 0'-70' 70 `t'-kon BOO 4 Max Length 700 SF 3�' Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section 71'-250' 2503$ oo Ci5,COO 5 Max Length 2500 SF Furnish and Install Concrete Seawall $ $ Panel 10' Max Depth Section Greater 300 3(19. O Ito, Lvoto LF 6 than 250' Length 3000 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section 0'-70' 7-055 00 ��, �00 7 Max Length 700 _ SF - Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section 71'-250' 250 4.-1 • 00 l i Q, 150 8 Max Length 2500 SF Furnish and Install Concrete Seawall $ $ Panel 14' Max Depth Section Greater 300 y{p. o° 138, UDS LF 9 than 250' Length 3000 SF 19 ADDENDUM N0.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 /v\ I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description i 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 0)Z 10 Length 2450 SF 225.'-f0o Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) 71'-250' Max 250 ®o IC (pr 250 11 Length 8750 SF Furnish and Install Steel Sheet Pile $ $ (NZ 14 or AZ 14-770) Greater than 300p`( ,oo A55 500 12 250'Length 10500 SF Furnish and Install 12"x 12"King Pile $ $ for Concrete Seawall 10' Max Depth 8 i 2,0 .oma 63, (oco 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 t 0 S, a° 018 2.80 14 Section 71'-250' Max Length 910 LF Furnish and Install 12"x 12" King Pile $ $ for Concrete Seawall 10' Max Depth 34 i 00.c)° 106, EA 15 Section Greater than 250' Length 1050 is Furnish and Install 12"x 12"Batter $ $ Pile for Concrete Seawall 10' Max 8 150.p0 301 coo EA 16 Depth Section 0'-70' Max Length 200 LF Furnish and Install 12" x 12" Batter $ $ N Pile for Concrete Seawall 10' Max 26 135.°0 8 5o• EA 17 Depth Section 71'-250' Max Length 650 LF Furnish and Install 12" x 12" Batter $ $ Pile for Concrete Seawall 10' Max Depth Section Greater than 250' 34 1 )13.c G' 750.'7 EA i 18 Length 750 LF Furnish and Install 14"x 14" King Pile $ $ for Concrete Seawall 14' Max Depth 8 150.°° 501 000 EA 19 Section 0'-70' Max Length 200 LF Furnish and Install 14"x 14"King Pile $ $ for Concrete Seawall 14' Max Depth 26 t 2,5-co Bir 150.E EA 20 Section 71'-250' Max Length 650 LF Furnish and Install 14"x 14"King Pile $ $ for Concrete Seawall 14' Max Depth 345. a3,'160.0) 21 Section Greater than 250' Length 750 LF 2 Furnish and Install 14"x 14"Batter $ p $ Pile for Concrete Seawall 14' Max 8 1&-7. 5 5/ /5pp d EA 22 Depth Section 0'-70'Max Length 200 LF 20 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-2787-4697-8764-3D8C885006E1 M I A M I B E AC I-I PROCUREMENT DEPARTMENT 1755 Meridian Avenue,30 Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description j Quantity U / M Unit Cost (Quantity_X_Unit_Cost) Furnish and Install 14" x 14" Batter $ $ Pile for Concrete Seawall 14' Max 26bEA `0 23 Depth Section 71'-250' Max Length 650 €LFA l a tC Furnish and Install 14" x 14" Batter $ $ Pile for Concrete Seawall 14' Max 50 Depth Section Greater than 250' 34 1 J(p 25 tilt 1 E3 EA 24 Length 750 LF Furnish and Install 14" x 14" Batter $ $ Pile for Steel Sheet Pile (NZ 14 or AZ 8 k6 7 5O 52,506 aD 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 1(06. 75 26 14-770) 71'-250' Max Length 910 LF 153, 2. Furnish and Install 14" x 14" Batter $ $ Pile for Steel Sheet Pile (NZ 14 or AZ 34 27 14-770) Greater than 250' Length 1050 LF 1�(0 25 l �`�' c�C�Z . • • . :. - $ $ Pile for Steel Shoot Pile(NZ 14 or AZ 14 770)0' 70' Max Length Furnish and Install 18" x 18" Batter 2` () � . , -O Pile for Steel Sheet Pile (NZ 14 or AZ 8 €n 28 14-770)0'-70' Max Length 280 LF . - $ $ Pile for Steel Sheet Pile(NZ 14 or AZ ' e' , ... . Furnish and Install 18" x 18" Batter 2 I C1 38 \Q'V' • Z5 Pile for Steel Sheet Pile (NZ 14 or AZ 26 €A 29 14-770) 71'-250' Max Length 910 LF Furnish and Install 16" x 16" Batter $ $ Pile for Steel Shed Pile(NZ 14 or AZ 14 770) Greater than 250' Length 3 213 .Z�� 25 Furnish and Install 18" x 18" Batter 203 Pile for Steel Sheet Pile (NZ 14 or AZ 30 EA 30 14-770) Greater than 250' Length 1050 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 0'-70' `� -' uC 24", Z�v.c� 31 Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 71'- g.io,co ,pQO, 32 250' Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for 10' Max Depth Section 335.c° c co,500 "e) 33 Greater than 250' Length 300 LF 11 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 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 Concrete Seawall $ $ Cap for 14' Max Depth Section 0'-70' 3(o ff cX' 25,(04 0,ce 34 Max Length 70 IF Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 71'- 300 acs q'0,0e•o° 35 250'Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for 14' Max Depth Section 55.°6 t p(pf 6c).d' 36 Greater than 250'Length 300 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/ 14"x 14" 513 p° `),5,c1i 0°° 37 Batter Piles 0'-70' Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/14"x 14" 1-1-01 0. i 22.600. 38 Batter Piles 71'-250' Max Length 250 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/ 14"x 14" i{--15,m i +'2%6 ,`' 39 Batter Piles Greater than 250' Length 300 IF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile w/16"x 16" 525,C15 3(17 1•16D,Ce) 40 Batter Piles 0'-70' Max Length 70 LF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile wl 16"x 16" SDO,QD 12-6, pp© o6 • 41 Batter Piles 71'-250'Max Length 250 IF Furnish and Install Concrete Seawall $ $ Cap for Steel Sheet Pile wl 16"x 16" -145.°3 iiq, 000.00 42 Batter Piles Greater than 250' Length 300 LF Furnish and Install Concrete Seawall 2 $1 CACC). ao $ g oa 43 Outfall Pipe Penetration EA Furnish and Install Steel Sheet Pile 2 $ efSQp 00 $ q(v00.0!, 44 Seawall Outfall Pipe Penetration EA 44A Concrete Panel Knockout Area 1200 SF a 5 .co 3 0, Ute. Furnish and Install#57 Stone 0'-70' 20 $ o2alg. $ `+,5(00.°P" 45 Max Length TONS Furnish and Install#57 Stone 71'-250' 75 $ $ 46 Max Length TONS .I-(l0 Ile' 2_0i.619 Furnish and Install#57 Stone for 90 $ oZ� dy $ 1�I, 47 Greater than 250' Length TONS Furnish and Install Rubble Rip Rap 0'- 20 $ $ 3 3'fU oO 48 70' Max Length TONS 1101•C° ' Furnish and Install Rubble Rip Rap 75 $ ' !v� $ f�, OG?� 49 71'-250' Max Lenc�th`w w.. _ TONS ""Ti` ADDENDUM N0.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 M I A M I B E AC hi 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 $ !!Oh °L° $ l q.. '400 Dv 50 Greater than 250' Length TONS Furnish and Install Aluminum Pipe $ ,75 $ I?,t n� 51 Guardrail 0'-70'Max Length 70 LF �J Furnish and Install Aluminum Pipe $ /•56- $ 0 52 Guardrail 71'-250' � Max Length 250 LF ' Furnish and Install Aluminum Pipe $ $ Guardrail for Greater than 250' Max X50,cv 45,000.CD 53 Length 300 LF Removal of Existing Seawall Cap 0'- $ $� $ 5,q600 54 70' Max Length 70 LF Removal of Existing Seawall Cap 71'- $ SOco $ �0 pp 55 250'Max Length 250 LF ' Removal of Existing Seawall Cap for 56 Greater than 250'Length 300 IF FO.et3 a O'C° $ $ Removal of Existing Seawall Footing 4500 /q,5c0,57 0'-70'Max Length 70 LF Removal of Existing Seawall Footing $ $ �� ao 58 71'-250' �� Max Length 250 LF a� Removal of Existing Seawall Footing $ a $00 00 (CO. 0006) 59 for Greater than 250' Length 300 IF Excavation and removal of soil $ $ landside if necessary 0'-70' Max g0.CV ', COO,° 60 Length 100 cY Excavation and removal of soil $ $ landside if necessary 71'-250' Max 350 i0 od clqao,c° 61 Length cY Excavation and removal of soil $ $ landside if necessary for Greater than 430 63 I ,51.0.c1' 62 250'Length cY Backfill Material (clean sand)0'-70' $ f�0 $ Of. a 63 Max Length 100 cY Backfill Material (clean sand) 71'-250' 350 $ Od $ � 00 64 Max Length cY CCO Backfill Material (clean sand)for 430 $ 00 $.5'1-.‘-t-co cc 65 Greater than 250' Length cY g�. Restoration of disturbed area 0'-70 115 $ da Qp $ 61d 310 66 Max Length sY Restoration of disturbed area 71'-250' 415 $ i 00 $ 6),(040 ell 67 Max Length sY 23 ADDENDUM NO.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-2787-4697-B764-3D8C885006E1 M I AM I B EACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach,Florida 33139 www.miamibeachfl.gov Total Item Description I Quantity U 1 M Unit Cost (Quantity_X_Unit_Cost) Restoration of disturbed area Greater 500 $ $ 68 than 250' Length sY /`t. X 7'DLO CO As-Built/Record Drawings/logs 0'-70 $ $ g� 7 5V 69 Max Length 1 LS 31 3 -y7h As-Built/Record Drawings/logs 71'- $ 13, 38 1 $ 50 70 250' Max Length 1 LS As-Built/Record Drawings/logs $ $ 71 Greater than 250' Length 1 LS 17, 706). f 1 1 7 062 . ' Silt fence and Turbidity barrier 0'-70 $ $ �" cA 72 Max Length 140 LF •Cl) lY�g) Silt fence and Turbidity barrier 71'-250' $ $ cD 73 Max Length 500 LF AD.c© i§-i q CO Silt fence and Turbidity barrier Greater $ $ i}J' �� v� 74 than 250' Length 600 LF /1` ' 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: Lamm( I mo , JX Authorized Agent Name: Grrl(q Lam lcrT Authorized Agent Title: P I ill' Authorized Agent Signature: I. ' k�fr. 24 ADDENDUM NO.3 n,�� (may -11F. INVITATION TO BID NO.2020-125-AY (/lk� �Cv Continuing services for construction of seawalls ti 2 o 0,cvd OkS--- LAMBERT BROS. INC. - EXPERIENCE CHART Name of Owner/Contact Name, Location & Description Detailed Work Info of Project; Date of Completion Performed And and Original and Final Contract Prime GC Prices COLOR KEY: ROADWORK/FDOT FDOT PREQUALIFIED TO BID UP TO $60,000,000.00 AS OF 4/30/20 MARINE/BRIDGE/DAMS CONCRETE/SIDEWALKS MISCELLANEOUS Owner: Job: 77th Street Bridge over E City of Miami Beach Biscayne Point Canal Repairs The services of this project include improvements to both the superstructure and the Procurement Department substructure of the bridge. Elements of the bridge affected by the repairs are identified 3rd Floor, Conference Job #: 2020-120AY in the plans and specifications. The major items of construction include: repairing Room cracks, spalls, and delamination of concrete. Also, it includes an expansion joint 1755 Meridian Avenue WIP replacement, rebar placement, and installation of pile jackets Miami Beach, FL 33139 Contract Start: Completion date: Name: Arju Yudasto LBI PM — Gregg Lambert Telephone: 305-673-7490 LBI Super: Jesse Walker ext. 26695 Email: arjuyudasto@ miamibeachfl.gov OWNER: FDEP Contract No.CN 486 Prime: Lambert Bros. Florida Coastal Office SE Region— Contractor shall provide all labor, materials, equipment, supervision and permitting to Entry Ramp Replacement complete the demolition of the old ramp & storefront, and construction of the new entry ramp PM: David Matson & storefront as shown in the attached documents. Alternate #1: Deductive alternate to replace State of Florida WIP Dept. of Environ. Protect. Contract Start: only the front door with a tempered glass storefront door having a sill height that matches the 3800 Commonwealth Blvd.— Completion date: existing ceramic tile floor. This would be in lieu of the complete impact-rated storefront MS 520 system. Tallahassee,FL 32399 Original Contract Price: $96,600.00 Phone: Ending Contract Price: $ - Email: David.Matson(�dep.state.fl.us LBI PM—Gregg Lambert LBI Super—Rusty Carter OWNER: DADE COUNTY Contract No.2019-023.01 Relocation of Passenger Boarding Bridge via cranes and barges through the Port and install in new location. Port of Miami Port of Miami Passenger Boarding Bridge Relocation PM: Frank Ramirez —Phase 2 Contracts,Procurement 1007 N. America Way—Suite Start: 10/21/19 311 Complete: 10/23/19 Miami, FL 33132 Original Contract Price: $425,000 Phone: (305) Ending Contract Price: $425,000 Lambert Bros.,PM: Lloyd Hunt OWNER: FDOT (E8R69-R0) Sign Structure and Project includes, but is not limited to: Prime GC: Lambert Bros Concrete WIP • Maintenance Contract for maintenance,repair and/or replacement of miscellaneous concrete Ricardo Gomez, Maintenance—Renewal(Year 5) roadway components,consisting of: concrete roadway pavement,concrete barrier wall,curb and Sr.Project Engineer gutter,ditch pavement and sidewalk,grout pads,and stabilizing earth,as well as maintenance of Mile Post 65,Florida TP Date of Completion: structural components of sign structures and high mast light towers such as bolts,washers,nuts, Turnpike Op. Center Estimated March 2020 bolt assemblies,cleaning and spot painting of sign structures on various locations in Zone 1 of Pompano Beach,FL 33069 Florida Turnpike Original Contract Price: $486,250.00 Cell: 786-295-4094 Current Contract Price: $486,250.00 Office: 305-378-4223 OWNER: William Powell Bridge Rehabilitation Replace Expansion Joints, Restore Concrete Spall areas,crack injection, Replace Fender System and Miami Dade County WIP Navigation Lights 111 NW 1"Street Miami,FL 33130 Start: Feb. 25,2019 End: August 11,2020 PM:Juan Canizares Phone: 305-310-7920 Original Contract Price: $3,960,979.90 (As of 10/1/19 the upper portion of the bridge rehab is complete.) Email:Juan.Canizaes@miamida End Contract Price: $ de.gov LBI PM: Lloyd Hunt LBI Concrete Super: Jesse Walker LBI Piling Super: Clyde Stokes OWNER: Broward County Deerfield Island Boardwalk Replacement of an approximate 1550' long boardwalk which meanders through a mangrove forest at Martin Gross, P.E. Replacement Deerfield Island Park.The site is only accessible by boat and has very limited barge access for transport of ' Engineering Unit Supervisor \VIP material and equipment Broward County Highway Start Date 6/5/19 Construction and Engineering Est Comp. Date 7/15/2020 Division Original Contract Price$2,029,500.00 Parks Planning and Design Section Start :6-5-19 1 University Drive Finish 7/15/20 Plantation, FL 33324 Phone: (954) 577-4646 Original Contract Price: $2,029,500.00 Email: mgross@broward.org End Contact Price: $ PM —Rusty Carter OWNER: FDOT (E8P74) Sign Structure and Concrete Project includes,but is not limited to: Prime GC: Lambert Bros Maintenance—Renewal(Year 3) • Maintenance Contract for maintenance,repair and/or replacement of miscellaneous concrete Sam Norris, Date of Completion: roadway components,consisting of: concrete roadway pavement,concrete barrier wall,curb and Sr. Project Engineer March 2019 gutter,ditch pavement and sidewalk,grout pads,and stabilizing earth,as well as maintenance of Mile Post 65,Florida TP structural components of sign structures and high mast light towers such as bolts,washers,nuts, Turnpike Op. Center Original Contract Price: $337,450.00 bolt assemblies,cleaning and spot painting of sign structures on various locations in Zone l of Pompano Beach,FL 33069 Current Contract Price: $337,450.00 Florida Turnpike OWNER: Headwall sheet pile replacement at 6 Headwall Sheet pile replacement at 6 different sites in the City of Tamarac, including concrete sidewalk City of Tamarac sites repairs, guardrail installation, underwater drain and pipe cleaning 7525 NW 88 Street Tamarac, FL 33321 PM—Rusty Carter PE: Alan Lam Phone: 954-597-3707 Alan.Lam@Tamarac.org OWNER: Concrete Repairs at Pump Station#450 General Concrete Work GC: Poole&Kent Sub: Lambert Bros.. Poole&Kent Attn: Jaime --- OWNER: __ ,w_ OWNER: Terminal 25—Port Everglades Overhead Concrete Work PRIME: Moss&Assoc. Date of Completion: Est. July 2018 SUB: Baker Concrete Contract Price: $693,000 SUB: Lambert Bros. Project Forman: Jesse Walker OWNER: Broward Health BHMC S.Parking Garage Drainage Project includes,but is not limited to: 1 Prime GC: Lambert Bros Date of Completion: March 2018 • Installation of MOPS drainage wells along perimeter to existing soakage pits in South Garage PM: Karen Scheinberg ground floor. Original Contract Price: $395,239.00 Construction Representative. Design and Construction 1608 SE 3rd Ave,Suite 507,Fort Lauderdale,FL 33316 T.954.320.2871 1 F.954.320.2867 kascheinberg(2D,browardhealth.org OWNER: Bill Baggs State Park No Name Harbor Project includes,but is not limited to: Florida Dept.of Environmental Seawall Rehabilitation Protection • repair approximately 1,475 linear feet of bulkhead at No Name Harbor,to include all tie rods,all Date of Completion: deadmen,new cleats,and sidewalk replacement as well as rip rap placement Tery Glunt Estimated May,2018 Terrance N. Glunt P.E., S.I., LEED AP Original Contract Price: $725,000.00 Principal Current Contract Price: $886,420.92 Direct: 954-481-2812 ext 231 Mobile: 954-214-7900 Fax: 954-481-2818 LBI PM—Sakis Batalas tery.glunt@stantec.com Concrete Super: Jesse Walker Stantec Safety—Denise Lambert 800 Fairway Drive Suite 195 Deerfield Beach FL 33441-1828 Prime GC: Lambert Bros ( WNER: FDOT (E8P74) Sign Structure and Concrete Project includes,but is not limited to: Prime GC: Lambert Bros Maintenance—Renewal (Year 2) • Maintenance Contract for maintenance,repair and/or replacement of miscellaneous concrete Sam Norris, Date of Completion: roadway components,consisting of: concrete roadway pavement,concrete barrier wall, curb and Sr. Project Engineer Estimated Feb 2018 gutter,ditch pavement and sidewalk,grout pads,and stabilizing earth,as well as maintenance of Mile Post 65,Florida TP stnictural components of sign structures and high mast light towers such as bolts,washers,nuts, Turnpike Op.Center Original Contract Price: $337,450.00 bolt assemblies, cleaning and spot painting of sign structures on various locations in Zone 1 of Pompano Beach,FL 33069 Current Contract Price: $337,450.00 Florida Turnpike Owner: Disaster Preparedness Work General Cleanup using loaders, chain saws, etc. Miami Dade County Hurricane Relief Efforts Dept. of Public Works 1 l 1 NW 1st Street Date of Completion—September 22, Suite 1420 2017 Miami, FL 33128 $17,150.00 OWNER: Zoo Miami Remove and Replace cotter pints and colts on bird aviary Zoo Miami HURRICAN REPAIRS to Wings of Attn: Chad Douglas Asia Bird Aviary 12400 SW 152 Street Miami, Florida 33177 Date of Completion: October,2017 $12,750.00 OWNER: Bill Baggs State Park No Name Harbor General Cleanup of park,removal of fallen trees,etc. Florida Dept.of Environmental HURRICANE CLEANUP Protection Date of Completion: October,2017 Mark Hodges Construction Project Consultant S99,405.00 II 3900 Commonwealth Blvd., MS 520,Tallahassee FL 32399- 3000 Prime GC: Lambert Bros OWNER: Palm Beach County Palmwood Rd Slope Stabilization Project includes,but is not limited to: Prime GC: Lambert Bros Inc. Date of Completion: • Install approximately 18,000 SF of permanent Steel Sheet Piling type ZZ26-700 or equivalent August 2017 w/vibratory installation with sheet-piler;Coping cap. • stabilize existing tie-in slope and improve Palmwood Road, 750 ft. north of Donald Ross Road to Original Contract Price:$1,127,273.30 91 north Susan Avenue, including mobilization,clearing and grubbing,maintenance of traffic and pedestrian traffic, asphalt pavement,earthwork and drainage. LBI PM—Sakis Batalas Safety Coordinator: Denise Lambert OWNER: City of West Palm ECR Safety Improvements Project includes,but is not limited to: Beach Date of Completion: August,2017 • Railing removal and replacement Prime GC: Lambert Bros. • gate alarm installation and SCADA connections Original Contract Price: $949,700.00 • grating removal and replacement 401 Clematis St,West Palm • harness attachment line installation Beach,FL,33401 PM—Gregg Lambert • concrete repair and other miscellaneous improvements Super—Jim Raff Safety—Denise Lambert OWNER: Mia-Dade Cty Matheson Hammock Floating Dock Project includes,but is not limited to: Prime GC: Lambert Bros Date of Completion: • remove all tie rod fasteners(all thread/threaded rod)w/hardware and replace with new materials to Dean Gaffney January 2017 match existing conditions in size,material, length,to floating dock systems(E,F Docks). Construction Supervisor • Removal/replacement with new to all galvanized metal frame work to include triangular support Miami-Dade County Parks, Original Contract Price: $342,252.85 • Recreation and Open Spaces Current Contract Price: $350,904.63 (main walkway to finger walkway), side/end pile guides and rollers to match existing. 11395 SW 79 Street: Miami, Florida 33173 LBI PM—Sakis Batalas OWNER: FDOT (E6J27)Seawall Rehabilitation Project includes,but is not limited to: Prime GC: Lambert Bros Date of Completion: 04/20/2017 • Replacing the West Bulkhead at the bridges long SR-886/Port Blvd,Port of Miami Bridge over Jose Morales,P.E. Intracoastal Waterway. This includes demolition,repair and replacement of concrete wall,fencing Sr. Project Engineer Original Contract Price: $874,735.50 and all other components of Seawall. Bolton Perez&Associates Current Contract Price: $874,735.50 (786)539-9629—Cell Corporate Address 7205 Corporate Center Dr. LBI PM—Gregg Lambert Miami, Fl.33126 LBI Concrete Super—Jesse Walker Field Address 1330 SW 22nd St,#205 Miami,Florida 33145 OWNER:FDOT (E8P74) Sign Structure and Concrete Project includes, but is not limited to: Prime GC: Lambert Bros Maintenance(Year 1) • Maintenance Contract for maintenance,repair and/or replacement of miscellaneous concrete Sam Norris, Date of Completion: Feb 2017 roadway components,consisting of: concrete roadway pavement,concrete barrier wall,curb and Sr. Project Engineer gutter,ditch pavement and sidewalk,grout pads,and stabilizing earth,as well as maintenance of Mile Post 65,Florida TP Original Contract Price: $337,450.00 structural components of sign structures and high mast light towers such as bolts,washers,nuts, Turnpike Op.Center Current Contract Price: $337,450.00 bolt assemblies,cleaning and spot painting of sign structures on various locations in Zone 1 of Pompano Beach,FL 33069 Florida Turnpike OWNER: FDOT (E4R14)95/595 Pond Armoring Project includes,but is not limited to: Prime GC: Lambert Bros Date of Completion: April 7,2016 • Excavation and regrading of existing ponds along with installation of rap material at the 95/595 Mackendy Philippi,FDOT Interchange in Fort Lauderdale,Florida. FDOT District 4 Broward Original Contract Price: $423,267.75 Operations Current Contract Price: $452,528.79 5548 NW 9th Avenue Ft. LBI PM—Gregg Lambert Lauderdale,FL 33309 OWNER: FDOT (E4Q67) Sewall's Point—Bridge Project includes,but is not limited to: Prime GC: Lambert Bros Repairs • Repairing the aluminum pedestrian railings under two bridges located over SR AIA in the City of Kandarappallil Jose,FDOT Date of Completion: 10/2015 Sewall's Point in Martin County,Florida. FDOT District 4 Treasure Coast Operations Original Contract Price: 3601 Oleander Ave. $186,978.00 Ft.Pierce,Fl.34982 Final Contract Price: $182,470.00 • Email: Kandarappallil.Jose@ dot.state.fl.us LBI PM-Gregg Lambert LBI Super-Sakis Batalas OWNER: FDOT (T4410)23rd Street from Tamarind Project includes but is not limited to: Prime GC: Lambert Bros to Spruce: • Constructing and Widening Sidewalk Khosrow Gandjei,FDOT Date of Completion: 3/2016 • Installing Pedestrian Lighting FDOT District 4 Palm Beach • Upgrading signing and pavement marking and railroad crossing signs on 23rd St Operations Original Contract Price: 7900 West Forest Hill Blvd $931,386.90 West Palm Beach,FL 33413 Final Contract Price: $992,318.37 Office: (561)370-1127 Email: khosrow.gandjei@ dot.state.fl.us South Florida Water C-44 RESERVOIR/STA PROJECT Project includes but is not limited to: Management District INTERIM SYSTEM DISCHARGE • Installation of sheet pile in the 90 foot wide canal directly upstream of the S-404 System Martin Ryan,SFWMD Discharge Spillway location.The sheet pile will be installed to the same elevation(19 feet NAVD 88) 3301 Gun Club Road Original Contract Price:$167,300.00 as the S-404 System Discharge Spillway.This effort also includes providing the rental,maintenance, West Palm Beach,FL 33406 and operation for the existing District construction trailer complex. (561) 682-2609 office Final Contract Price: 167,300.00 (561) 682-5880 fax Date of Completion: 10/2014 Prime GC: LBI OWNER: FDOT Sawgrass AET-17 sites along the 17ea new equipment buildings(turnkey) and all work to 5 feet from the buildings; Sawgrass Exp. -Broward County, • F&I all new 6"concrete pavement around equipment building and generator/fuel pads; Prime GC: Florida. • F&I steel bollards; Community Asphalt • F&I 12"reinforced equipment pads and concrete building foundations; Julio Leganoa,PM Original Contract Price: • F&Il 19ea 100kw&60kw Kohler generator and SOOgal diesel fuel systems; 14005 NW 186 Street, $6,950,010.00 • F&I 17ea equipment building/gantry lightening protection&grounding systems; Hialeah,Florida 33018 • Modifications to existing equip.bldg's @ Deerfield&Sunrise mainlines; Phone: 305-829-0700 Ext: Final Contract Price: $6,950,010.00 • Minor modifications to Deerfield&Sunrise administration buildings; 205 • Equipment building security systems; Cell:305-877-5243 Date of Completion: 05/2015 • New service entrance conduit&conductors from FPL transformer; Fax:305-829-9465 • 20ea Liebert 16kva UPS&bypass switch&Scada control panels. Email:jleganoa@cacorp.net Website:www.cacorp.net South Florida Water S-5A Station location,Southern Pump Station Hardening & Service Bridge repairs - dewatering, building updates, new bridge Management District Boulevard,West Palm Beach,Florida deck,lead abatement etc. Jerry Flynn,SFWMD • Remove and reinstall concrete filled galvanized steel bridge grating; 3301 Gun Club Road Original Contract Price: • Furnish and install concrete filled galvanized steel bridge grating; • West Palm Beach,FL 33406 $2,697,190.00 • Remove, modify, galvanize and reinstall existing 6 span 172'x15' steel bridge super (561) 682-2609 office structure; (561) 682-5880 fax Final Contract Price: In progress • R&R 6ea-8'x20"x28.5'ext'g reinf.precast concrete service platforms between abutments; (561) 662-8565 cell • Remove grout and epoxy; repair all concrete in bays and on abutment walls;6 pump bays; Date of Completion: 01/15 • Remove and replace grout and bearing pads at all abutments and reconstruct piers; • Design,fabricate and install raw water pipe supports spanning between abutments; • R&R all pump bay intake support rods,mounts and connections; Prime GC: Lambert Bros • R&R all expansion joint seals between bays; • Repair scour holes on pump bay floors; • Design, install and operate all temporary cofferdams and dewatering systems to dry out 6 each 28'x35'x18'deep pump bays; • F&l all miscellaneous metals,800'of handrails; • F&I 180'bridge deck guardrail and 140'of approach guardrails to bridge; • Clean,coat and seal all concrete; • Lead abatement of existing raw water pipes; • Grounding of existing metal railings,curbs,handrails and guardrails; • Fabricate and Install steel elevated Support Beams to interior building; • F&I reinforced shotcrete and concrete columns to pump station building. Owner: FDOT Approximately 2013 1-595 / SR 84 Westbound Slip Ramp (FDOT) New off-ramp bridge over water opening of 700 feet. Bridge consists of seventy-two 24- Prime: in prestressed concrete piles with prestressed concrete •irders, desi•ned b Gimrock, to Subcontractor: Gimrock enhance the low i rofile nature of structure. Construction/Lloyd Hunt South Florida Water G-250&G-337 Station Location, Pump Bearing replacements and structural repairs Management District Palm Beach County Florida • Remove,Recondition,upgrade and reinstallation of(5) 36"&42"vertical axial flow seepage Anthony Rosato,SFWMD pumps; 3301 Gun Club Road Original Contract Price: $652,000.00 • Demolition of existing reinforced concrete roof slab openings& curb; West Palm Beach,FL 33406 • Construction of a new reinforced roof curb and re-finishing of the openings; 561-682-2604(Office) Final Contract Price:$643,264.71 • Remove and replace 3 existing steel roof hatches with new stainless steel hatches; 561-682-5899 (Fax) • Replace existing roofing with bituminous membrane and flashing; Date of Completion: 11/01/2013 • Relocate and Replace new(2)exhaust fans and appurtenances; Prime GC: Lambert Bros • Modify wall openings in existing reinforced concrete wall and refinish; • Install new exhaust fans and hoods; • Electrical modifications. South Florida Water S-21 Station Location, S21 Cathodic protection Installation and structural repairs-The S-21 structure is a reinforced Management District Homestead/Black Point Marina concrete,gated spillway with discharge controlled by three-cable operated,vertical lift gates. Sam Palermo,SFWMD Location-Cathodic Protection& Operation of the gates is automatically controlled so that the gate hydraulic operating system opens 3301 Gun Club Road Structural Repairs or closes the gates in accordance with the operational criteria.The scope of work includes: West Palm Beach, FL 33406 • Passive and active cathodic protection on concrete structure and sheetpile wingwalls; 561-682-2564 (Office) Original Contract Price: • Replacement of 12ea- 29ft stainless steel reinforced precast concrete platforms; consisting 561-889-7459 (Cell) $1,001,832.00 of 6 maintenance platforms 4'x16"x29ft and 6 operating platforms 3'x 18"x 29ft; • Epoxy repair of concrete spalls; Final Contract Price:$1,049,329.86 • F&l new stainless steel metals and grating; Prime GC: Lambert Bros • Removal,reinstallation and modification of manatee protection system; Date of Completion: 12/15/2013 • Removal and reinstall the gate operators; • Remove and reinstall all equipment on the operating platform; • Replace existing permanent wiring,lighting,conduits,spacers,boxes,and supports. Town of Palm Beach Pinewalk Transfer Station,Palm Pinewalk Transfer Station Repairs,including concrete repairs,rail repairs,maintenance coating etc: Ron Charter,Kimley Horn Beach,Florida • Form Work,Welding repairs Cell: (561)-254-4499 • 2800 SF Pavement Surface repair- sawcut and remove concrete and asphalt, compact and Direct: (561)-840-0813 Original Contract Price: $123,745.00 regrade existing subbase and install reinforced concrete slab • Remove deteriorated concrete on structure Final Contract Price: 119,842.52 • Clean exposed rebar and apply Sika-Armatec Prime GC: LBI • Repair concrete and expansion joints Date of Completion: Nov 15,2012 • Inject resin into cracks and fill all voids • Coat top of concrete slab with protective coating • Replace all anchor bolts,steel cross bracing,gusset plates • Furnish and install new steel stairs • Replace ramp guardrail • Remove and replace new traffic rail • Install terracell erosion control system at steep sloped stone and grass area • Water blast clean and dry all substrate and apply maintenance coating South Florida Water G-251-Trash Rake Replacement Trash Rake Replacement-Remove and replace (6) stainless steel trash racks and (6) rakes Management District Remove and replace trash rake and rack system,including modifications to the abutments walls,new Denise Palmatier,SFWMD Original Contract Price: sheet pile wing walls and bulkheads and cathodic protection system. 3301 Gun Club Road $1,997,000.00 • Design and install temporary sheet pile cofferdam on intake canal; West Palm Beach,FL 33406 • Design,install and operate dewatering system; 561-682-6758 Final Contract Price: $2,043,906.07 • Extend the foundation footing 62ft x 6.5'x 3.5'deep; 561-723-0402 cell • Extend abutments walls 8.67'x1.75'x12.5'hgt; Date of Completion:Jan 2013 • Extend pier walls 6.67'x1.25'x12.5'hgt; • Install new concrete pit at north end of bridge; • Remove existing steel sheet pile wingwalls and bulkhead; Prime GC: Lambert Bros • Install 224LF of sheet pile wingwalls,tie back system and concrete deadmen; • Install 224LF x 2.5'x 2.5'reinforced concrete bulkhead cap on wingwalls; • F&I 12"Prestress pile for staff guages • F&I 260ft 18"HDPE perforated exfiltration pipe • Replacement of the 3 bay trash rake and rack collection system; • • Install new asphalt pavement on access road; • Installation of new staff gages,weed and float barriers; • Installation of 37OCY intake channel riprap stone protection; • Installation of galvanic cathodic protection system. The School Board of Broward Blanch Ely School,Pompano Beach, Storefront Replacement Cty Florida • R&R Glass storefront David Parker, PM • R&R Vinyl Flooring Original Contract Price: $78,836.00 • Waterproofing/Sealing Prime GC: Lambert Bros Final Contract Price:$78,836.00 Date of Completion: 12/10/13 South Florida Water S-131 Station location,Platform Platform Replacement; Remove and Replace concrete gate operating platform. Management District Replacement • Remove&reset existing steel handrail system and stem guide; Martha Fox,SFWMD • Remove&reset grating/framing/handrail used to access platform as required to facilitate demolition; 3301 Gun Club Road Original Contract Price: $$40,960.00 • Demolition&removal of existing elevated reinforced concrete platform and top 3"of support West Palm Beach,FL 33406 wall; Final Contract Price:$42,259.99 • F&I new reinforced concrete service platform Prime GC: Lambert Bros • Recoat/coat new and existing concrete surfaces Date of Completion:6/9/2012 Broward County Aviation Fort Lauderdale International Demolition and utility runs inside terminal concourse F,vendor space and stair removal. Department Airport-Vendor Space and Stair • Concrete Stair removal Mr.Curtis Celestine Removal Concourse F • Install new reinforced concrete stair infill slab 100 Aviation Blvd. • Plumbing modifications Ft.Lauderdale,FL 33315 Original Contract Price: • Electrical modifications CCelestine@Broward.org $$134,869.00 954-359-2590 Final Contract Price:$142,964.94 Architect: EAC 5100 NW 33 St., Ft. Date of Completion: 1/15/2012 Lauderdale,Fl 33309 954-714-2000 (f)954-733-2354 Prime GC: Lambert Bros South Florida Water S343 A&B Catwalks&Gate support Repair and replacement of catwalk and gate support on water in everglades. Management District repairs and replacements • Install 4-flexible fabric turbidity curtains 5' Michael Hiscock Const Mngr • Install silt fencing. 3301 Gun Club Road Original Contract Price: • Demolish and remove existing electrical conduit and wiring. West Palm Beach,FL 33406 $$279,300.00 • Uninstall six elevation sensors and sensor housings (561) 242-5520 • Demolish and remove six existing elevation sensor vertical pipe sleeves and pipes connected to the (F)561-682-5184 Final Contract Price: $279,300.00 gates. • • Install new temporary lateral support shoring at the existing gate frames. Architect: Kemco, Inc. Date of Completion:6/9/2012 • Demolish and remove the entire existing dilapidated wood catwalks and connecting hardware. 70 Keys Ct. • Demolish and remove two 3'x3' areas of sand-cement riprap between the top of the levees and the Sanford,FL 32773 previous catwalks. 407-3224230 • Cut and remove all 20 existing vertical wood piles and four of the six battered wood piles (f)407-322-0032 approximately one foot above the existing grade elevation. • Demolish and remove two of the six existing wood battered piles in their entirety. • Remove existing non-cemented riprap and bedding. Prime GC: Lambert Bros • Install 18 new precast prestressed concrete driven piles. • Install stored bedding stone and riprap at new pile locations to match existing condition. • Install new submerged galvanized steel beams in contact with top of the culverts. • Install new galvanized catwalk framing and serrated grating. • Install new galvanized railing. • Install new connection angles at existing gate frames. • Install 2 cast in place 3'x3' concrete pads w/8" stem walls between the top of the levees and the catwalks. • Remove the gate frame shoring. • Install new instrumentation conduit,wiring,and two above-ground junction boxes. • Install six new gate position transducer housings,pointer rods,and pointer rod housings. • Install two new grounding systems with stringer-to-stringer conductive connections where non-welded structural connections exist between catwalk sections. • Replace sodding in affected areas. Town of Jupiter Riverwalk River Plaza, Indiantown Construction of 160'x 12'concrete pedestrian bridge, supported on 14" prestressed precast concrete Tom Driscoll,Engineer Road,Jupiter, Florida piles, 450' x 10 textured and colored concrete sidewalk, aluminum decorative railing, lighting and 210 Military Trail landscaping along the waterside of intracoastal. Jupiter, Fl 33458 Original Contract Price: • F&I 20ea 30ft 14"prestressed concrete piles; 561-741-2225 $$664,426.00 • F&I 10ea precast concrete pile caps • F&l 18ea 6ft wide x 1'precast deck slabs Final Contract Price: $664,426.00 • F&I 22ea 4'x2.5'x1'cast in place reinforced concrete pedestals • F&l 12ft wide CIP approach slab. Prime GC: Lambert Bros Date of Completion: 6/15/2012 • F&I 450LF x 10'x 6"textured colored sidewalk • F&I drainage: 2 inlets, 2 closed flumes and 19x30 elliptical slotted RCP exfiltration drain • F&I Drainage riprap • F&I 26OLF x 4ft hgt Reinforced CMU retaining wall • F&I 280LF decorative aluminum bridge railing • F&I 40Oft of 6ft Aluminum fencing • F&l lighting • F&I landscaping City of Oakland Park NE 12th Terrace Canoe&Kayak New canoe/kayak launch John Perez Launch • Install 6ea 12"x 25ft timber piles 5399 N.Dixie Hwy • Install new wood decking,aluminum gangway&rail,and canoe launch. Oakland Park,FL Original Contract Price: $65,276.87 954-630-4479 • (F)954-229-0422 Final Contract Price:$65,276.87 Date of Completion 9/15/11 Prime GC: Lambert Bros South Florida Water S20F Homestead Station Location, S20F Wingwall Replacement install temp and permanent sheet piles,wingwall,cathodic protection Management District Homestead,Florida and associated work.Structure S20F is a reinforced concrete, gated spillway with discharge controlled by Michael Hiscock Const Mngr three cable operated,vertical lift gates. 3301 Gun Club Road Original Contract Price: $264,346.00 • Modification of a 4"stilling well pipe. West Palm Beach, FL 33406 • Modification of existing abutment wall by forming, and casting a wall extension. (561) 242-5520 Final Contract Price: $264,346.00 • Install 74LF steel sheet piles in front of the corroded downstream steel sheet pile wall • F&I Concrete deadmen and tieback system Prime GC: Lambert Bros Date of Completion: 09/04/11 • F&ll 76LFx 2'x2' reinforced concrete bulkhead • Installing Filter fabric behind the wall and backfilling space with 350CY#57 stone. • Installation of galvanic cathodic protection • Installation of 6' chain link fence on the top of the concrete pile cap. • Armoring the embankment along the new steel sheet pile wall with 125CY Type C rock rip-rap. Broward County Aviation Fort Lauderdale International • R&R new soffits at terminals throughout Ft Lauderdale Intl airport Department Airport,Fort Lauderdale,Florida- • Replace canopy at terminal 4 curbside Staci Montefusco, Project Soffit replacements and Terminal 4 Manager III curbside canopy 100 Aviation Blvd. Ft.Lauderdale,FL 33315 Original Contract Price: 954-359-6149 $1,594,658.00 (f)954-359-1335 Final Contract Price: $1,594,658.00 Prime GC: Lambert Bros Date of Completion:8/25/11 City of Tamarac CDBG Sidewalks-ANNUAL contract • F&I new sidewalks,curb and curb&gutter throughout the city Keith Glatz,CPPO • Install new and modify drainage inlets 7525 NW 88th Ave Original Contract Price: $100,000- • Remove and replace sidewalks,curb and curb&gutter Tamarac,FL 33321 400,000 annually 954-567-3567 Final Contract Price: $136,850.28 Prime GC: LBI Date of Completion: 2 year contract Broward County Aviation Fort Lauderdale International • F&I fixed aluminum louvers at terminal#3 Department Airport,Fort Lauderdale,Florida- Roy Rowland Louver Replacement 1501 SW 43rd Street Ft.Lauderdale,Fl 33315 Original Contract Price: $22,222.00 954-359-1250 (f)954-359-0036 Final Contract Price: 22,222.00 • Prime GC: LBI Date of Completion:9/1/2010 Solid Waste Authority Solid Waste Authority-NCRRF Remove and replace truck scales at entrance to waste facility Saundra Brady,CPPB Entrance Scales Replacement • Demolish old steel truck scales; SWA • Extend scale foundations to accommodate new scales.Footers,walls,pedestals,and pads 7501 N.Jog Rd Original Contract Price: $104,964.00 • Remove and replace approach pavement West Palm Beach,FL 33412 • Misc electrical work (561)432-5550 Final Contract Price: 114,114.77 • F&I new gates and loop detectors • F&I pavement striping Prime GC: LBI Date of Completion: 8/5/10 City of Fort Lauderdale Jack&Harriet Kaye Park,Bayview Fountain replacement at existing park Rick Andrews, CPPO, CPPB, Drive,Fort Lauderdale- Fountain • Remove and Replace existing concrete sidewalk and curb FCCN Procurement Specialist Replacement • Remove and Replace topsoil and sod City of Fort Lauderdale • F&I new fountain foundation 100 N.Andrews Ave Original Contract Price: $122,600.00 • Construct and install new marble fountain,including plumbing,electrical,etc. Ft.Lauderdale, • F&I 6"base and pavers (954)828-4357 Final Contract Price: 118,200.58 Date of Completion: 12/31/2010 Prime GC: Lambert Bros City of Cooper City Various locations throughout Cooper Remove and replace 4"&6"sidewalks throughout the city where required Steve Younghans City-Sidewalk Replacements • F&I new sidewalks,curb and curb&gutter City of Cooper City DPW • Install new and modify drainage inlets 9070 SW 51st Street Original Contract Price: $200,000.00 • Remove and replace sidewalks,curb and curb&gutter Cooper City, FL 33328 Annually (954)434-2300 Final Contract Price:$200,000.00 Annually Prime GC: Lambert Bros Date of Completion: 2 Year Contract PBS&J PBS&J,Miami,Florida - 1st,3rd and Bath & Lobby Renovations - Demo 1St, 3r'd, & 4th floor bathrooms and lobby; R&R sheetrock, corian 2001 NW 107 Ave 4th Floor Bath&Lobby Renovations counters,tile flooring and tile walls,F&I toilet partitions,washroom accessories,etc. Miami, Florida Attn: Juan Alfonso Original Contract Price: $216,000.00 (305)514-3211 Final Contract Price:$216,000.00 Prime GC: LBI Date of Completion: 07/01/2010 Coral Springs District Coral Springs, Florida-Storm Water Repair and addition of trash racks underwater at storm water pump locations (2) locations Improvements Pump Station Trash Rack Repair Randy Frederick, Water Mgt Supervisor Original Contract Price: $28,968.10 10300 NW 11th Manor Coral Springs,FL 33071 Final Contract Price:$28,968.10 954-796-6669 Date of Completion: 03/01/2010 Prime GC: Lambert Bros OWNER: FDOT/Florida Triple-wide office trailer relocation Breakdown,move,re-assemble a triple-wide office trailer and single wide office trailer complete. Turnpike PO Box 9828 Order No.DO1771194 Fort Lauderdale, Florida 33310 Original Contract Price: $22,787.00 Contact: Steve Wille 954-448-8979 Final Contract Price: 22,787.00 Date of Completion: 02/23/2010 Prime GC: Lambert Bros OWNER: FDOT Commercial Blvd.,Fort Lauderdale- Brick Paver Replacement in median Brick Paver Replacement • Remove and Replace brick pavers at Commercial Blvd.median at Florida Turnpike Prime GC: Community Asphalt Original Contract Price: $27,389.93 Danny Buraglia 14005 NW 186 Street Final Contract Price: 27,389.93 Hialeah,Florida 33018 (305) 829-0700 Date of Completion: 01/31/10 Miami Dade County Miami Metro Zoo, Miami,Florida Aviary Repairs-Re-plumb columns and tighten cables on aviary structure. Parks&Recreation Aviary Repairs: Replum columns and • Replumb steel columns Luis F.Rodriguez, P.E. tighten cables on aviary structure. • Tighten and adjust tensioning cables 275 NW 2nd Street-4th Floor Miami,Florida 33128 Original Contract Price: $233,400.00 Email: Lfrod@miamidade.gov (305) 755-7965 Final Contract Price: $233,400.00 Prime GC: Lambert Bros Date of Completionl2/30/09 Central Broward Water Central Broward Water Control Bulkhead Replacement-Canal Gate Replacement Stirling Rd&University Dr- Control 8020 Stirling Road • Remove existing bulkhead and wall Andre Slintak,Engineer Hollywood,Florida 33024 • Furnish and install 350LF Vinyl sheet pile EAC Consulting, Inc. • F&I waler and 70ea platipus tie back anchors 5100 NW 33 Ave-Suite 243 Original Contract Price: $196,399.00 • F&I 188LF x 1.75'x 1'reinforced concrete cap Ft.Lauderdale,FL 33309 Email: Final Contract Price:$172,575.60 Aslintak@eacconsult.com Date of Completion 1/10/10 Kevin Hart (954) 680-3337 email: Kevin@sbdd.org • Prime GC: Lambert Bros South Florida Water Sheridan&Flamingo Road-G87 Gate Replacement in canal @ Sheridan&Flamingo Rds.The project involves: Management District • Design and install temporary sheet pile cofferdam Jerry Flynn,Sr. Project Mngr Original Contract Price: $135,780.00 • Design,install and operate dewatering system 3301 Gun Club Road • Removal of the existing steel gate and operator system West Palm Beach,FL 33406 Final Contract Price:$146,720.96 • Fabrication and installation of an 84-inch self contained stainless steel gate Email:gflynn@sfwmd.gov • Installation of new manual single screw stem lift mechanism&other components necessary to complete (561) 662-8565 Date of Completion:4/10/10 the project (f)561-682-5184 Prime GC: LBI OWNER: FDOT/Florida Deerfield/Sawgrass Mainline Toll Design/Build: Fabricate and install two (2) High speed sun pass toll plazas- Turnpike Plaza-Fabricate and install two (2) • F&I 2ea-20'x30'x12'deep Cofferdam-H pile and lagging for underwater stairwell Sun pass toll plazas and gantry • Furnish and operate dewatering system for cofferdam buildings • Install new concrete toll islands Prime GC: Community • Construction of 900 LF of barrier wall Asphalt • Concrete modifications to tunnel Ignacio Halley OWNER: FDOT Project No:420289- • F&I 2ea-300'Concrete Signature Walls,including structural steel and pavement footings 14005 NW 186 Street 06-52-01 Contract No.E8H59 • Fabricate and install two (2) Sun pass toll plazas and gantry buildings Hialeah,Florida 33018 • Remove and replace building canopy (305) 829-0700 Original Contract Price: • Furnish and Install concrete gantry building,including foundations $4,747,010.00 • F&I all modifications to administration building and pump complex building Architect: Jacobs Engineering • F&I all mainline toll lane and canopy modifications Engineer:Jacobs Engineering Final Contract Price:$4,985,778.88 • F&I canopy and administration building aluminum fascia and support structure Date of Completion: 5/31/09 OWNER: FDOT/Florida Cypress Creek Mainline • F&I 2 each 6ft ADA recycled plastic picnic benches; Turnpike • Remove existing asphalt roof paper and prep for new. OWNER: FDOT#46097-1-52-01 • Pressure wash and clean structure. Prime GC: Community • F&I new Felt underlayment. Asphalt Original Contract Price: $27,400.00 • F&I new 16"standing seam metal roof. Ignacio Halley 14005 NW 186 Street Final Contract Price: 27,400.00 Hialeah,Florida 33018 Date of Completion: 5/1/09 Architect: Jacobs Engineering Engineer:Jacobs Engineering Broward Gen'l Medical Center BGMC: 8th floor Build-out& Interior Build-out for medical office- Build out of medical offices incl: Mr.Ernesto Melara Renovations • Clean air filtration 303 S.E. 17 Street#400 Build out of medical offices incl., • All demolition Ft Lauderdale,FL 33316 clean air filtration • F&I cabinetry&wood paneling Phone- (954) 468-5230 • F&I insulation (f)954-355-4927 Original Contract Price: $187,942.00 • F&I Caulk„frames,doors&hardware, • • F&I new metal studs&sheetrock partitions Prime GC: LBI Final Contract Price: 187,942.00 • F&I acoustic ceiling,flooring,paint,blinds,toilet partitions and accessories • Modifications to signage,plumbing,electrical,fire sprinkler &HVAC Date of Completion: 5/31/08 OWNER: FDOT/Florida Bird Road/Homestead Design/Build: Fabricate and install two () Sun pass toll plazas @ 80'x70',including demo, steel fab & Turnpike HEFT/ORT Lite erection,carpentry,roofing,stucco,painting Fabricate and install two(2) Sun • Demolition of the toll plaza canopy's Prime GC: Community pass toll plazas @ 80'x70'. • Installation of concrete foundations for gantry's Asphalt • F&I 4 overhead gantry's Aurelio Matos Original Contract Price: • F&I steel modifications to the existing canopies 14005 NW 186 Street $1,056,557.55 • Canopy modifications carpentry,roofing,stucco and painting Hialeah,Florida 33018 (305) 829-0700 Final Contract Price: $1,062,105.60 Architect:Jacobs Engineering Date of Completion: 1/7/08 Engineer:Jacobs Engineering Florida Dept.of Environ.Prot. John U.Lloyd St.Park Bathhouse Construction- Mr. Kimsey Helmes New Bathhouse • Installation of 26 ea 14"wood piles for the new structure Florida Dept.of Environ. Prot. Dania Beach,Florida • Grading and construction of all walkways 3540 Thomasville Road • Furnish and install timber handicap accessible ramp Tallahassee,FL 32309 Original Contract Price: $403,311.00 • Furnish and install timber restroom building • Construct new restroom,incl.water,power and sewer hook-up Mr. Brant Chaisson, Final Contract Price:$416,450.19 • Installation of stair elements connecting to proposed coquina path Supervisor of Architecture Department Date of Completion 8/10/07 (850) 488-5372 (f)850-488-3537 Prime GC: LBI PBS&J PBS&J Interior build outs-2nd Floor- Phase III-Build-out for 25,000 sf office space,inc.all demo. Reynaldo Cortez,PM 2001 NW 107 Avenue • F&I cabinetry&wood paneling,insulation,caulk„frames,doors&hardware 2001 NW 107 Ave Miami,Florida • F&I laminated glass vision panels&tempered glass doors Miami,Florida Build-out for 25,000 sf office space • F&I new metal studs&sheetrock partitions (305) 514-3344 • F&I acoustic ceiling,carpet& tile,paint&wall paper,blinds (f)305-597-9446 Original Contract Price: $1,224,134 • F&I toilet partitions and accessories • Modifications to signage,plumbing,electrical,fire sprinkler &HVAC Prime GC: LBI Final Contract Price:$1,224,134 Date of Completion:1/7/08 OWNER: FDOT/Florida Motor Aid Call Box Pads at Sawgrass: Install Motor Aid Call Box Concrete Pads at Various Locations on Sawgrass and Turnpike. Turnpike 6.6 NB,4.4 SB • F&I Reinforced concrete foundations pads for call boxes Attn: Ms.Judy Hilliard Turnpike Mainline:11.4 NB,140.3 SB, • Milepost 263, Florida's 141 SB, 184.1 SB,73.4 NB, 105.1 SB, Turnpike 118.6NB Building 5315, Turkey Lake Service Plaza Financial Project 190755-1-52-11 Ocoee, Florida 94761 Contract No. E8H75 Prime GC: LBI Original Contract Price: $174,321.15 Final Contract Price:$174,321.15 Date of Completion:4/1/07 Broward County Housing Headway Office Plaza Interior Renovations and build-out- Authority Lauderhill, Florida - Interior • Demolition of gypsum board,partitions and steel stair 3810 Inverarry Boulevard Renovations and Build Outs • F&I install new doors with associated hardware Lauderhill,Florida • F&I new AHU Contact: Barbara Segal Original Contract Price: $657,670.00 • F&I new fire sprinkler system,flooring,gypsum board (954) 739-1114 • Reframe and building-out of entire office space. (F)954-535-0407 Final Contract Price:$711,802.39 Date of Completion:9/15/06 Prime GC: LBI Florida Dept.of Environ. Prot. John U. Lloyd State Pk Boardwalk Replacement 3540 Thomasville Road Boardwalk Rplcment • Remove&Replace boardwalk w/Trex decking Tallahassee,FL 32309 Dania Beach,Florida • Installation of pile embedded concrete footings Contact: Kimsey Helmes Removal&replacing boardwalk • Realigning of the boardwalk structure • Installation of additional joists Mr. Brant Chaisson, Original Contract Price: $194,699.43 • Installation of railing Supervisor of Architecture • Installation of curbing,cross beams and piers. Department Final Contract Price: $311,106.77 • Removing&replacing conduit for future electrical service 850-488-5372 • Furnish and install light fixtures,electrical conductors Date of Completion: 7/12/06 Prime GC: LBI OWNER: FDOT/Florida Pompano Service Plaza Canopy Replacement Turnpike Canopy Replacement Fred Reynolds, Capital OWNER: FDOT/Florida Turnpike Improv.Mgr. Pompano,Florida PO Box 9828 Ft Lauderdale,FL 33310 Contract#E8G69 (954)975-4855 Ext 1265 Original Contract Price: $77,110.00 Final Contract Price:$77,110.00 Prime GC: LBI • Date of Completion: 9/15/06 City of Hollywood Boardwalk Replacement - Boardwalk Replacement Sarita Shamah, P.E., 2717 Construction of boardwalk/dune cross Construction of boardwalk/dune cross overs on Hollywood Beach Van Buren Street, overs on Hollywood Beach • F&I Wood support piles for boardwalk crossovers Hollywood,Florida 33022 • Install wood boardwalk dune crossovers (954) 921-3900 Original Contract Price: $ 114,688.00 Prime GC: LBI Final Contract Price:$ 114,688.00 Date of Completion City of Lauderhill Lauderhill City Hall at Corporate Interior renovations and build-out-Bring 56,000 sq.ft. building HVAC condensate drainage up to code, Ruby Levy Park incl. demo sheetrock,f&I condensate pumps& electric supply; f&I condensate lines for all air handlers; City of Lauderhill 3800 Inverarry Blvd. Lauderhill,Fl patch and repair sheetrock;replace acoustical ceiling tile and grid. 3800 Inverrary Blvd., Suite Renovation of 56,000 sf office 208 Lauderhill,FL Original Contract Price: $836,886.02 (954)730-3044 Final Contract Price:$836,886.02 Prime GC: LBI Date of Completion: 6/30/06 City of Lauderhill Lauderhill City Hall Interior renovations and build out City of Lauderhill 5565 W. Oakland Pk. Blvd., Ruby Levy Lauderhill,Fl City of Lauderhill Renovate/build-out 5000 sq. ft. of 3800 lnverrary Blvd., Suite office space 208 Lauderhill,FL Original Contract Price: $172,292.23 (954)730-3044 Final Contract Price:$172,292.23 Prime GC: LBI Date of Completion 11/25/05 City of Lauderhill Lauderhill City Hall Interior renovations and build out Ruby Levy 5565 W. Oakland Pk. Blvd., City of Lauderhill Lauderhill,Fl 3800 Inverrary Blvd., Suite Renovate/build-out 1600 sq. ft. of 208 office space Lauderhill,FL (954) 730-3044 Original Contract Price: $66,899.00 Prime GC: LBI Final Contract Price:$66,899.00 Date of Completion: 10/08/05 • City of Ft. Lauderdale City of Fort Lauderdale Interior&exterior renovations;roof repair Frank Snedaker,Jr.,AIA Fire Station#13 Renovations and build out to an occupied 2-story fire station which included demo of and then City of Fort Lauderdale 100 N Andrews Ave construction and installation of roof shower stalls, toilet partitions, interior gypsum, wallboard 100 N.Andrews 5th Floor Ft.Lauderdale,FL partitions, cabinetry, air condition units and floor finished; electrical wiring, plumbing fixtures, Fort Lauderdale,FL 33301 Renovations and build out to an sanitation and condensate piping, HVAC equipment and ductwork„ concrete work concrete masonry (954) 828-6025 occupied 2-story fire station work interior and exterior doors, casework misc. metals, ceramic and porcelain tile, vinyl composition tile, vinyl base,painting, toilet partitions,bath accessories,roofing and roofing accessories and dumpster Prime GC: LBI Original Contract Price: $227,029.13 encl. Final Contract Price:$237,747.48 Date of Completion:8/10/05 PBS&J PBS&J- 1st Floor Interior build-outs William M. Brown, Assoc VP, 2001 NW 107 Avenue AIA Miami,Florida PBS&J Renovate 2546 sq.ft.of office space 2001 NW 107 Avenue Miami,Florida Original Contract Price: $83,083.00 (305) 514-3752 Final Contract Price:83,083.00 Prime GC: LBI Date of Completion: 7/22/05 OWNER: FDOT/Florida OWNER: FDOT,Homestead, FL Structural Repair to building hit by truck,including concrete replacement,etc. Turnpike Homestead Admin.Building Repairs Fred Reynolds, Capital Repair damaged building hit by truck Improv.Mgr. PO Box 9828 Original Contract Price: $25,000.00 Fort Lauderdale,FL 33310 (954)975-4855 Final Contract Price:$25,000.00 Ext 1265 Date of Completion: 5/21/05 Prime GC: LBI Broward County Housing Broward County H.A. Balcony repairs including concrete restoration and repair Authority 3810 Inverarry Blvd Barbara Segal, Modernization Lauderhill,FL 33319 Coord. Balcony repairs including concrete 4780 N.State Rd. 7 restoration and repair Lauderdale Lakes,FL (954)275-6408 Original Contract Price: $24,532.00 Final Contract Price:$24,532.00 Prime GC: LBI • Date of Completion OWNER: FDOT/Florida OWNER: FDOT-Snapper Creek FHP, Hurricane Protection- This project consisted of furnishing and installing new towers, installing shutters, Turnpike MP 19, 0, 63 & 88 - Hurricane impact windows and HVAC tie downs for hurricane protection, incl. all demo and cutting/removal Fred Reynolds, Capital Protection required for the construction of hurricane protection and numerous toll plazas Improv.Mgr. PO Box 9828 Original Contract Price: $206,058 Fort Lauderdale,FL 33310 (954)975-4855 Final Contract Price:$206,058.00 Ext 1265 Date of Completion: 12/31/04 Prime GC: LBI OWNER: FDOT/Florida OWNER: FDOT,Lantana, FL - MP 88 F&I Barrier Wall Anchors and Guardrail impact attenuators Turnpike -Sunpass Challenge Chuck LesCamela F&I Barrier wall anchors and trans OWNER: FDOT/Florida guardrail rem.ImpactAtten. Turnpike PO Box 9828 Financial Project No. 412276-1-52- Fort Lauderdale, FL 33310- 12&412276-1-52-05 9828 Phone: (954)975-4855 Original Contract Price: $37,069.00 Ext 1120 Final Contract Price: $37,069.00 Prime GC: LBI Date of Completion:9/29/04 Bob Wertz,P.M. Orangebrook Golf Course, 400 Renovation-Renovations to cart path,stamped concrete, landscaping,etc. City of Hollywood Entrada Dr., Hollywood, Florida - • Earthwork and grading 2717 Van Buren St. Orangewood Driving Range • F&I stamped concrete Hollywood,FL 33022 Renovations to cart path, stamped (954) 921-3900 concrete,landscaping,etc. Prime GC: LBI Original Contract Price: $97,560.00 Final Contract Price: $97,560.00 Date of Completion:8/20/04 Miami Dade Housing Miami Dade Housing Auth-Culmer Kitchen Cabinet Replacement-R&R in 15 units Authority Gardens- Kitchen Cabinet Replacement- Ms.Carol Dickson R&R in 15 units Miami Dade Housing Authority Original Contract Price: $46,393.00 (305) 856-9402 Final Contract Price: $46,393.00 Prime GC: LBI Date of Completion: 7/12/04 OWNER: FDOT/Florida FHP Lake Worth Division- Sound Sound Divider installation Turnpike Dividers F&I Sound Divider between offices Mr.Steve Willie F&I Sound Divider between offices OWNER: FDOT/Florida Turnpike Original Contract Price: $11,620.00 PO Box 9828 Fort Lauderdale,FL 33310 Final Contract Price:$11,620.00 (954) 346-2835 Date of Completion: 7/1/04 Prime GC: LBI City of North Miami J.Houston Gribble Pool- Pool door replacement-Remove and replace 6 Hard metal exterior frames,doors and hardware Ms.Debbie Palestra Door Replacement- City of North Miami 13150 NE 8 Avenue (305) 893-6511 North Miami,FL Remove and replace 6 Hard metal exterior frames,doors and hardware Prime GC: LBI Original Contract Price: $16,830.00 Final Contract Price: $16,830.00 Date of Completion: 6/23/04 OWNER: FDOT/Florida HEFT-Concrete Pads/Sidewalks Concrete pads&sidewalks Turnpike(HEFT) Furnish & Install 14 Concrete Pads & Furnish&Install 14 Concrete Pads&Sidewalks at various locations Mr.Steve Willie Sidewalks at various locations OWNER: FDOT/Florida Original Contract Price: $24,700.00 Turnpike PO Box 9828 Fort Lauderdale,FL 33310 Final Contract Price:$24,700.00 (954) 346-2835 Date of Completion: 5/5/04 Prime GC: LBI City of Fort Lauderdale Bass Park Playground Improvements Playground Mr.Mike Fayyaz 2750 NW 19 Street Improvements City of Fort Lauderdale Fort Lauderdale,FL 100 North Andrews Avenue Fort Lauderdale, FL Original Contract Price: $176,561.52 33301 Final Contract Price:$176,561.52 (954) 828-5772 Date of Completion: 3/4/04 Prime GC: LBI McNabb Business Park Mason Demising Walls Mason Demising Walls-install mason demising wall Mr.Dee Sasser 10400 McNab Road 954-726-1902 Tamarac,FL Install mason demising walls Prime GC: LBI Original Contract Price: $149,900.00 Final Contract Price:$149,900.00 Date of Completion: 10/24/03 OWNER: FDOT/Florida - SW 120th Street Toll Plaza Canopy Toll Plaza Canopy Repairs Turnpike Repair Mr.Fred Reynolds SW 120 St Toll Plaza OWNER: FDOT/Florida Contract No.E8G28 Turnpike Financial Project No. 190737-1-52- PO Box 9828 04 Fort Lauderdale, FL 33310- Original Contract Price: $$38,745.00 9828 (954) 977-4855 Final Contract Price: $38,745.00 Prime GC: LBI Date of Completion: 10/10/03 Ms.Barbara Segal Crystal Lake Apts.Balcony Restoration Balcony Restoration Broward County Housing 3100 North 24 Avenue Authority Hollywood,FL 4750 North State Road 7 Lauderdale Lakes,FL 33319 Original Contract Price: $14,541.00 Phone:954-739-1114 Final Contract Price: $14,541.00 Date of Completion: 9/19/03 City of Fort Lauderdale Lifeguard Stands Replacements Lifeguard Stand Manufacturing and Installation - Manufacture and install lifeguard stands along Ft Mr.Alan Gavazzi AIA,Fort Lauderdale Lauderdale beaches City of Fort Lauderdale Manufacture and install lifeguard stands 100 North Andrews Avenue along Ft Lauderdale beaches Fort Lauderdale,FL 33301 Phone: (954) 828-5162 Original Contract Price: $273,997.00 Final Contract Price:$273,997.00 Prime GC: LBI Date of Completion:8/20/03 U.S.Coastguard Comm.Center NOAA Satellite Antenna Installation of Satellite Antenna concrete foundation Mr.Steve Nadon 15608 SW 117 Avenue (613)727-1771 Miami FL Install concrete foundations Prime GC: LBI Original Contract Price: $33,144.20 Final Contract Price:$33,144.20 Date of Completion: 6/13/03 Broward County Housing Handicap Bathroom Restoration Handicap bathroom restoration Authority 2400 NW 22 Street Ms.Barbara Segal Fort Lauderdale,FL 4750 North State Road 7 Lauderdale Lakes,FL 33319 Original Contract Price: $14,731.00 Phone: (954) 739-1114 Final Contract Price:$14,731.00 Prime GC: LBI Date of Completion:6/13/03 McNabb Business Park Masonry Bathroom Dividing Wall Masonry dividing wall Mr.Dee Sasser 10400 McNab Road Phone(954)726-1902 Tamarac,FL Original Contract Price: $2,598.00 Prime GC: LBI Final Contract Price:$2,598.00 Date of Completion:4/25/03 OWNER: FDOT/Florida Commercial Blvd. Toll Plaza Toll Plaza Replacement including Relocating Temporary Booth, Concrete Demolition, F&I rough Turnpike Replacement, Commercial Blvd. & Electrical, F&I Booth Frame, F&I Concrete Booth Foundation, F&I Island B Curbing, Patch & Finish turnpike Exchange existing concrete, F&I Steel Bollards, Transport and Install OWNER: FDOT supplied Booth, F&I Mr.Chuck Freeman Electrical to new Booth,Remove and Dispose of Temporary Booth PO Box 9828 Original Contract Price: $$61,005.00 Fort Lauderdale, FL 33310-9828 Final Contract Price:$61,005.00 Phone:954-975-4855 Date of Completion:4/1/03 Prime GC: LBI Broward County Housing Everglades Heights Ceiling Repair Ceiling Repair and restoration-Demo and remove water damaged areas and repair ceilings Authority 2400 NE 22 Avenue, Ms.Barbara Segal Ft.Lauderdale,FL • 4750 North State Road 7 Demo and remove water damaged Lauderdale Lakes,FL areas and repair ceilings Phone: (954) 739-1114 Original Contract Price: $3,142.00 Final Contract Price:$3,142.00 Prime GC: LBI Date of Completion: 3/27/03 Broward County Housing Everglades Heights Bathroom Bathroom Restoration- Upgrading bathroom to be ADA compliant Authority Restoration, 2400 NW 22 Street, Fort Ms.Barbara Segal Lauderdale,FL 4750 North State Road 7 Upgrading bathroom to be ADA Lauderdale Lakes,FL compliant Phone: (954) 739-1114 Original Contract Price: $6,142.00 Final Contract Price: $6,142.00 Date of Completion: 3/27/03 Prime GC: LBI Broward County Housing Everglades Heights - Fire Restoration, Fire Damage Restoration to apartment - Interior renovations to apt., incl. demo, install of sheetrock, Authority 2400 NW 22 Street,Fort Lauderdale,FL electrical repairs,painting,etc. Ms.Barbara Segal Interior renovations to apt., incl. 4750 North State Road 7 demo, install of sheetrock, electrical repairs,painting,etc. Lauderdale Lakes,FL Phone: (954) 739-1114 Original Contract Price: $20,672.00 Final Contract Price: $20,672.00 Prime GC: LBI Date of Completion: 1/10/2003 Broward County Housing Meyers Estates-Railing Repairs, 2411 Railing Repairs-Concrete repair Authority NW 7 Avenue,Fort Lauderdale,Florida Ms.BJ Solomon Repairs to railings-concrete repairs 4750 North State Road 7 Lauderdale Lakes, FL Original Contract Price: $5,775.00 33319 Final Contract Price:$5,775.00 Phone: (954) 739-1114 Date of Completion: 11/16/02 Prime GC: LBI U.S Coast Guard Dania Beach Tower Foundation, 7000 Tower Foundations-Installation of concrete tower foundations J.P Travis North Ocean Drive,Dania Beach,FL Installation of concrete tower Phone: (305)278-6731 foundations Prime GC: LBI Original Contract Price: $8,212.22 Final Contract Price: 8,212.22 Date of Completion: 11/15/02 Subcontractor: Gimrock Completed: 1996 Brickell Avenue Bascule Bridge over Miami River Construction/Lloyd Hunt Erection of bascule bridge and installation of machinery. Gimrock received an Award of Merit for outstanding performance in erection of structural steel in the movable span category by the American Institute of Steel Construction and National Steel Bridge Alliance Subcontracor: Gimrock Completed: 1997 17th Street Causeway, Fort Lauderdale Florida Construction/Lloyd Hunt & A new temporary bascule bridge and approach spans for use while permanent Gregg Lambert bridge was being constructed. Installation of bascule leaf. Subcontractor: Gimrock Completed: 1993 Florida's Turnpike Interchange at Joe Robbie Stadium Construction/Lloyd Hunt Installation of steel plate girders. • LAMBERT BROS. INC. - EXPERIENCE CHART Name of Owner/Contact Name, Location& Description Detailed Work Info of Project; Date of Completion Performed And and Original and Final Contract Prime GC Prices COLOR KEY: ROADWORK/FDOT FDOT PREQUALIFIED TO BID UP TO $60,000,000.00 AS OF 4/30/20 MARINE/BRIDGE/DAMS CONCRETE/SIDEWALKS MISCELLANEOUS OWNER: Broward County Deerfield Island Boardwalk Replacement of an approximate 1550' long boardwalk including aluminum pin piles. This site meanders Martin Gross, P.E. Replacement through a mangrove forest at Deerfield Island Park.The site is only accessible by boat and has very limited Engineering Unit Supervisor Deerfield Island barge access for transport of material and equipment. Broward County Highway Deerfield,Florida Construction and Engineering Division Parks Planning and Design Start Date 6/5/19 Section Est Comp.Date 8/1/2020 1 University Drive Original Contract Price$2,029,500.00 Plantation, FL 33324 Start:6-5-19 Phone: (954)577-4646 Finish 8/1/20 Email: mgross@broward.org Original Contract Price: $2,029,500.00 End Contact Price: $ PM—Rusty Carter Carpenter Forman: Leonard Samuels OWNER: Headwall sheet pile replacement at 6 Headwall Sheet pile replacement at 6 different sites in the City of Tamarac,including concrete sidewalk City of Tamarac sites repairs,guardrail installation,underwater drain and pipe cleaning 7525 NW 88 Street Tamarac, FL 33321 PM—Rusty Carter PE: Alan Lam Phone: 954-597-3707 Concrete Forman: Jesse Walker Alan.Lam@Tamarac.org OWNER: Bill Baggs State Park No Name Harbor Project includes,but is not limited to: Florida Dept. of Environmental Seawall Rehabilitation Protection • repair approximately 1,475 linear feet of concrete bulkhead with at No Name Harbor,to include Date of Completion: all tie rods,all deadmen,new cleats,and sidewalk replacement as well as rip rap placement Tery Glunt Estimated May,2018 Terrance N. Glunt P.E., S.I., LEED AP Original Contract Price: $725,000.00 Principal Current Contract Price: $886,420.92 Direct: 954-481-2812 ext 231 Mobile: 954-214-7900 Fax: 954-481-2818 LBI PM—Sakis Batalas tery.glunt@stantec.com Concrete Super: Jesse Walker Stantec Safety—Denise Lambert 800 Fairway Drive Suite 195 Deerfield Beach FL 33441-1828 Prime GC: Lambert Bros OWNER: Palm Beach County Palmwood Rd Slope Stabilization Project includes,but is not limited to: Date of Completion: • Install approximately 18,000 SF of permanent Steel Sheet Piling type ZZ26-700 or equivalent Prime GC: Lambert Bros Inc. August 2017 w/vibratory installation with sheet-piler; Coping cap. • stabilize existing tie-in slope and improve Palmwood Road, 750 ft.north of Donald Ross Road to Original Contract Price: $1,127,273.30 91 north Susan Avenue,including mobilization,clearing and grubbing,maintenance of traffic and pedestrian traffic,asphalt pavement,earthwork and drainage. LBI PM—Sakis Batalas Safety Coordinator: Denise Lambert OWNER: Mia-Dade Cty Matheson Hammock Floating Dock Project includes, but is not limited to: Prime GC: Lambert Bros Date of Completion: • remove all tie rod fasteners(all thread/threaded rod)w/hardware and replace with new materials to Dean Gaffney January 2017 match existing conditions in size,material, length,to floating dock systems(E,F Docks). Construction Supervisor • Removal/replacement with new to all galvanized metal frame work to include triangular support Miami-Dade County Parks, Original Contract Price: $342,252.85 (main walkway to finger walkway), side/end pile guides and rollers to match existing. Recreation and Open Spaces Current Contract Price: $350,904.63 11395 SW 79 Street: Miami, Florida 33173 LBI PM—Sakis Batalas LBI Forman: Richard Sellenberg OWNER: FDOT (E6J27) Seawall Rehabilitation Project includes,but is not limited to: Prime GC: Lambert Bros Port of Miami Bridge Miami,Florida 33130 • Replacing the West Bulkhead at the bridges long SR-886/Port Blvd,Port of Miami Bridge over Jose Morales,P.E. Intracoastal Waterway.This includes demolition,repair and replacement of concrete wall,fencing Sr. Project Engineer Date of Completion: 04/20/2017 and all other components of Seawall. Bolton Perez&Associates (786)539-9629—Cell Original Contract Price: $874,735.50 Corporate Address Current Contract Price: $874,735.50 7205 Corporate Center Dr. Miami,Fl.33126 Field Address LBI PM—Gregg Lambert 1330 SW 22nd St,#205 GLBI Gen'l Super: Sakis Batalas • Miami, Florida 33145 LBI Concrete Super-Jesse Walker OWNER: FDOT (E4R14)95/595 Pond Armoring Project includes,but is not limited to: Prime GC: Lambert Bros Date of Completion: April 7,2016 • Excavation and regrading of existing ponds along with installation of rap material at the 95/595 Mackendy Philippi,FDOT Interchange in Fort Lauderdale,Florida. FDOT District 4 Broward Original Contract Price: $423,267.75 Operations Current Contract Price: $452,528.79 5548 NW 9th Avenue Ft. LBI PM-Gregg Lambert Lauderdale,FL 33309 Superintendent-Sakis Batalas Town of Jupiter Riverwalk River Plaza,Indiantown Construction of 160' x 12' concrete pedestrian bridge, supported on 14" prestressed precast Tom Driscoll,Engineer Road,Jupiter, Florida concrete piles, 450' x 10 textured and colored concrete sidewalk, aluminum decorative railing, 210 Military Trail lighting and landscaping along the waterside of intracoastal. Jupiter,Fl 33458 Original Contract Price: • F&I 20ea 30ft 14"prestressed concrete piles; 561-741-2225 $$664,426.00 • F&I 10ea precast concrete pile caps • F&I 18ea 6ft wide x 1'precast deck slabs Final Contract Price: $664,426.00 • F&I 22ea 4'x2.5'xl'cast in place reinforced concrete pedestals • F&I 12ft wide CIP approach slab. Prime GC: Lambert Bros Date of Completion:6/15/2012 • F&I 450LF x 10'x 6"textured colored sidewalk • F&I drainage: 2 inlets,2 closed flumes and 19x30 elliptical slotted RCP exfiltration drain LBI PM: Gregg Lambert • F&I Drainage riprap LBI Super: Sakis Batalas • F&I 260LF x 4ft hgt Reinforced CMU retaining wall Concrete Forman: Jesse Walker • F&I 280LF decorative aluminum bridge railing • F&I 400ft of 6ft Aluminum fencing • F&I lighting • F&I landscaping City of Oakland Park NE 12th Terrace Canoe&Kayak New canoe/kayak launch John Perez Launch • Install 6ea 12"x 25ft timber piles 5399 N. Dixie Hwy • Install new wood decking,aluminum gangway&rail,and canoe launch. Oakland Park,FL Original Contract Price: $65,276.87 954-630-4479 (F)954-229-0422 Final Contract Price: $65,276.87 Date of Completion 9/15/11 Prime GC: Lambert Bros PM-Sakis Batalas Subcontractor: Gimrock Completed: 1996 Brickell Avenue Bascule Bridge over Miami River Construction/Lloyd Hunt Erection of bascule bridge and installation of machinery. Gimrock received an Award of Merit for outstanding performance in erection of structural steel in the movable span category by the American Institute of Steel Construction and National PM-Lloyd Hunt Steel Bridge Alliance Superintendent: Bobby Moore • Subcontracor: Gimrock Completed: 1997 17th Street Causeway, Fort Lauderdale Florida Construction/Lloyd Hunt & PM: Lloyd Hunt Installation of a new temporary bascule bridge and approach spans for use while Gregg LambertSuperintendent: Gregg Lambert permanent bridge was being constructed. Installation of bascule leaf. Subcontractor: Gimrock Completed: 1993 Florida's Turnpike Interchange at Joe Robbie Stadium Construction/Lloyd Hunt Installation of steel plate girders. LAMBERT BROS. INC. - EXPERIENCE CHART SAKIS BATALAS Name of Owner/Contact Name, Location & Description Detailed Work Performed Info & Prime GC of Project; Date of Completion &Original and Final Contract $ OWNER: Palm Beach County Palmwood Rd Slope Stabilization Project includes,but is not limited to: Stephen O'Neil,Const.PM Palmwood Road, Palm Beach, FL PO Box 21229 • Install approximately 18,000 SF of permanent Steel Sheet Piling type ZZ26-700 or equivalent Palm Beach,FL 33416 Date of Completion:August 2017 w/vibratory installation with sheet-piler;Coping cap. • stabilize existing tie-in slope and improve Palmwood Road,750 ft.north of Donald Ross Road to Phone: 561-684-4000Original Contract Price: $1,127,273.30 91 north Susan Avenue, including mobilization,clearing and grubbing, maintenance of traffic and Direct: 561-684-4180 pedestrian traffic,asphalt pavement,earthwork and drainage. Fax: 561-684-4050 LBI PM—Sakis Batalas Prime GC: Lambert Bros Inc. Safety Coordinator: Denise Lambert OWNER: FDOT (E6J27)Seawall Rehabilitation Project includes,but is not limited to: Prime GC: Lambert Bros Port of Miami Bridge Miami, Florida 33130 • Replacing the 175'-200' LF West Bulkhead/seawall at the bridge along SR-886/Port Blvd, Port Jose Morales,P.E. of Miami Bridge over Intracoastal Waterway. This includes demolition,repair and replacement of Sr. Project Engineer Date of Completion: 04/20/2017 150-200' concrete seawall, fencing and all other components of Seawall. Bolton Perez&Associates (786)539-9629—Cell Original Contract Price: $874,735.50 Corporate Address Current Contract Price: $874,735.50 7205 Corporate Center Dr. Miami,Fl.33126 LBI PM—Gregg Lambert Field Address LBI Gen'l Super: Sakis Batalas 1330 SW 22nd St,#205 LBI Concrete Super—Jesse Walker Miami,Florida 33145 Town of Jupiter Riverwalk River Plaza,Indiantown Construction of 160' x 12' concrete pedestrian bridge, supported on 14" prestressed precast Tom Driscoll,Engineer Road,Jupiter,Florida concrete piles, 450' x 10 textured and colored concrete sidewalk, aluminum decorative railing, 210 Military Trail lighting and landscaping along the waterside of intracoastal. Jupiter,Fl 33458 Original Contract Price: $664,426.00 • F&I 20ea 30ft 14"prestressed concrete piles; 561-741-2225 • F&l 10ea precast concrete pile caps Final Contract Price: $664,426.00 • F&I 18ea 6ft wide x 1'precast deck slabs • F&I 22ea 4'x2.5'x1'cast in place reinforced concrete pedestals Date of Completion: 6/15/2012 • F&I 12ft wide OP approach slab. Prime GC: Lambert Bros • F&I 450LF x 10'x 6"textured colored sidewalk LBI PM: Gregg Lambert • F&I drainage: 2 inlets,2 closed flumes and 19x30 elliptical slotted RCP exfiltration drain LBI Super: Sakis Batalas • F&I Drainage riprap Concrete Forman: Jesse Walker • F&I 260LF x 4ft hgt Reinforced CMU retaining wall • F&I 280LF decorative aluminum bridge railing • F&1 400ft of 6ft Aluminum fencing • F&I lighting • F&I landscaping DocuSign Envelope ID:D632BC73-27B7-4697-8764-3D8C885006E1 ATTACHMENT D INSURANCE REQUIREMENTS DocuSign Envelope ID:D632BC73-27B7-4697-B764-3D8C885006E1 MIAMI BEACH PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov REVISED Insurance Requirements TYPE 10 — CONSTRUCTION W/O DESIGN AND PROFESSIONAL SERVICES INSURANCE REQUIREMENTS The Contractor shall maintain the below required insurance in effect prior to awarding the contract and for the duration of the contract. The maintenance of proper insurance coverage is a material element of the contract and failure to maintain or renew coverage may be treated as a material breach of the contract, which could result in withholding of payments or termination of the contract. A. Workers' Compensation Insurance, including USL&H and Jones Act Coverage, for all employees of the Contractor as required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease. Should the Contractor be exempt from this Statute, the Contractor and each employee shall hold the City harmless from any injury incurred during performance of the Contract. The exempt contractor shall also submit (i) a written statement detailing the number of employees and that they are not required to carry Workers' Compensation insurance and do not anticipate hiring any additional employees during the term of this contract or (ii) a copy of a Certificate of Exemption. B. Commercial General Liability Insurance on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit. C. Automobile Liability Insurance covering any automobile, if Contractor has no owned automobiles, then coverage for hired and non-owned automobiles, with limit no less than $2,000,000 combined per accident for bodily injury and property damage. D. Installation Floater Insurance against damage or destruction of the materials or equipment in transit to, or stored on or off the Project Site, which is to be used (installed into a building or structure) in the Project. (City of Miami Beach shall Named as a Loss Payee on this policy, as its interest may appear. This policy shall remain in force until acceptance of the project by the City.) E. Umbrella Liability Insurance in an amount no less than $2,000,000 per occurrence. The umbrella coverage must be as broad as the primary General Liability coverage. F. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. Additional Insured - City of Miami Beach must be included by endorsement as an additional insured with respect to all liability policies (except Professional Liability and Workers' Compensation) arising out of work or operations performed on behalf of the contractor including materials, parts, or equipment furnished in 31 ADDENDUM N0.3 INVITATION TO BID NO.2020-125-AY Continuing services for construction of seawalls DocuSign Envelope ID: D632BC73-27B7-4697-B764-3D8C885006E1 M I A M I B E AC H PROCUREMENT DEPARTMENT 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139 www.miamibeachfl.gov connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of an endorsement to the contractor's insurance. Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be cancelled, except with notice to the City of Miami Beach do EXIGIS Insurance Compliance Services. Waiver of Subrogation — Contractor agrees to obtain any endorsement that may be necessary to affect the waiver of subrogation on the coverages required. However, this provision applies regardless of whether the City has received a waiver of subrogation endorsement from the insurer. Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds (i.e. FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance business in the State of Florida. Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time. CERTIFICATE HOLDER MUST READ: CITY OF MIAMI BEACH do EXIGIS Insurance Compliance Services P.O. Box 4668 — ECM #35050 New York, NY 10163-4668 Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS, at: Certificates-miamibeach@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