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Contract with Ricman Construction of Florida Inc. a of f- 3o ) CONTRACT THIS CONTRACT ("Contract") is made and entered into as of the !day of 0C-77 , 2019, by and between the City of Miami Beach, Florida, a municipal corporation (the "City") and Ric- ' Man Construction of Florida 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-2019-231-KB for INDIAN CREEK,(SR A1A) PHASE III IMPROVMENTS FROM 25TH TO 41ST STREET. 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 goyern 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 Thirteen Million Six Hundred Thirty Six Thousand Nine Hundred Eighty Four dollars ($13,636,984.00) (the "Contract Price"), consisting of the following accepted items or schedules of work as taken from the Contractor's Bid Submittal: Total Base Bid $12,136,984.00_ Total Owner's Contingency $1,500,000.00 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, returnreceipt 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. ITB-2019-231-KB Indian Creek(SR AlA)Phase III Improvements from 25th to 41 St 1 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: , Capital Improvement Project (CIP) Department 1700 Convention Center Drive, 3rd Floor Miami Beach, FL. 33139 Phone: 305-673-7071 Attn: David Martinez, P.E., Director, Office of Capital Improvement Projects With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: Ric-Man Construction Florida Inc. 3100 SW 15 Street Deerfield Beach, FL. 33442 Phone: 954-426-1211 Attn: Daniel Mancini J ITB-2019-231-KB Indian Creek(SR Al A)Phase III Improvements from 25th to 41 St 2 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 c� By: '/'" Rafae . Gra ado, Cit Cle�k�� "'o`��4 Dan Gelber, Ma or City _ry � rat �4i Y [seal] 0 4�'-� R. . /hiCat:? ORA'' = - • .2.- •. �D: ATTEST: '6v-..--,'•• _�, A / IC-MAN CONSTUCTION FLORIDA, INC. %(-,z`�.�'... ';SCJ , I 4:244_,____________., ....: .' �_.Z_IYXij ......_ By 7 ' i9t'� / A) f ee5 Name:� ��' �cQ' � (, Name: J [seal] PPRO'!rs AS TO FORM` LANGUAGE & , ♦ • EXECUTION 7 t4 Ig ity Attorney ate ITB-2019-231-KB Indian Creek(SR Al A)Phase III Improvements from 25th to 41 St 3 ATTACHMENT A . RESOLUTION COMMISSION ITEMS AND COMMISSION MEMORANDUM :4'ny., .t.•_.•::t.�3.,.i�EM1L�RIi =r� war-�r - .r... .,...-.. -,... .. ;Tom.*r-s�� ?. ...,...a`::.;'�v._• �-- - RESOLUTION NO.' 2019-30915 • A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, RELATING TO INVITATION TO BID NO. 2019-231-KB, FOR PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET (THE "PROJECT"); APPROVING THE AWARD OF A CONSTRUCTION CONTRACT TO RIC-MAN CONSTRUCTION FLORIDA, INC., THE LOWEST RESPONSIVE, RESPONSIBLE BIDDER, IN AN AMOUNT NOT TO EXCEED $13,636,984.00; FURTHER, AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND FINALIZE A SECOND AMENDMENT TO THE CITY'S DEPARTMENT FUNDED AGREEMENT ("DFA") WITH , THE FLORIDA DEPARTMENT OF TRANSPORTATION ("FDOT"), WITH RESPECT TO THE SHARING OF COSTS FOR THE SCOPE OF WORK AWARDED FOR THE PROJECT ("SECOND AMENDMENT"), AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE SECOND AMENDMENT UPON CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION AND FORM APPROVAL BY THE CITY ATTORNEY; FURTHER, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT WITH RIC-MAN CONSTRUCTION FLORIDA, INC., CONTINGENT UPON CITY'S RECEIPT OF A WRITTEN COMMITMENT FROM FDOT WITH RESPECT TO THE COST SHARE FOR THE SECOND AMENDMENT. WHEREAS, on March 9, 2016, the City Commission adopted Resolution No. 2016- 29332, approving the substantive terms of the cost sharing agreement, and on September 30, 2016, the City and FDOT entered into a Department Funded Agreement (DFA) for Financial Project Number 439228-2-58 (Contract AS-343), for roadway and drainage improvements on S.R. AIA/Indian Creek from 41st Street to 26th Street (the "Project"), in the total amount of $25,408,493, comprised of FDOT funding in a maximum of$20,008,493, and City funding in the maximum of$5,400,000; and WHEREAS, the DFA stipulated a FDOT participation of 78.7% and a City participation of 21.3% of the total allowable cost. Thereafter, the Project was divided into three (3) phases; and WHEREAS, on October 17, 2018, the Mayor and City Commission adopted Resolution . No. 2018-30574 to amend the DFA agreement by increasing FDOT's participation by $5,991,507 from the original maximum amount of $20,008,493 to the amended maximum amount of $26,000,000; and increasing the City's participation by $1,636,848 from an original maximum amount of$5,400,000, to a maximum participation of$7,036,848; and WHEREAS, with Phase 1 and II substantially complete, the City sought to solicit bids for the final Phase III of the Project. Invitation to Bid (ITB) 2018-054-ZD, which included roadway reconstruction and drainage improvements north of 32nd Street, was issued on September 21, 2018; and WHEREAS, three (3) bids were received, however the lowest bid was deemed non- responsive and the next low bid significantly exceeded the City's available budget; therefore, the Mayor and City Commission approved the rejection of bids received pursuant to Invitation to Bid (ITB)2018-054-ZD, for Phase III Improvements from 25th to 41st Street; and WHEREAS, subsequent to the rejection of bids pursuant to ITB 2018-054-ZD, staff has worked with the Engineer of Record and FDOT to value engineer the remaining portion of the Project and to provide for two (2) options, either for(1)the partial completion of the project up to 351h Street; or(2)the full completion of the project to 41St Street; and WHEREAS, as part of these efforts, in May 2019 the City conducted Industry Review Meetings in an effort to assure that the City's approach to bidding the portion of the Project is in line with industry standards and best practices; staff met with eleven (11) vendors which yielded valuable insight and comments from the industry regarding the Project; and WHEREAS,-ITB No. 2019-231-KB, was issued on May 24, 2019, with a bid opening date of July 2, 2019; notices were issued to 1,130 companies and 120 prospective bidders accessed the advertised solicitation; and WHEREAS, the notices resulted in the receipt of seven (7) responses from: American Pipeline Construction, LLC; Danz Contracting, LLC; David Mancini & Sons, Inc.; Lanzo Construction Co., Florida; Ric-Man Construction Florida, Inc.; Ric-Man Construction, Inc.; and Ric-Man International, Inc.; and WHEREAS, in its due diligence, the Procurement Department verified that the lowest responsive bid submitted by Ric-Man Construction Florida, Inc. ("Ric-Man Construction Florida") met the requirements of the ITB; and WHEREAS, Ric-Man Construction Florida has been deemed the lowest responsive and responsible bidder meeting all terms, conditions, and specifications of the ITB; and WHEREAS, recently, the City Administration has been negotiating with FDOT for additional funding for the Project, via a second amendment to the DFA ("Second Amendment"). If the negotiations are successful, FDOT's maximum contribution will increase by $2.25 million to $28.25 million; and the City's required contribution will also increase by $2.25 million to $9,262,848; and WHEREAS, after considering the bids received and the evaluation of staff, the City Manager recommends approval of the award of a contract to Ric-Man Construction Florida, Inc., the lowest responsive, responsible bidder to the ITB, in an amount not to exceed $13,636,984.00; further, the Administration recommends that the City Manager be authorized to negotiate and finalize the Second Amendment to the DFA with FDOT, and further authorize the Mayor and City Clerk to execute the Second Amendment upon conclusion of successful negotiations by the Administration; and further, the Administration recommends authorizing the Mayor and City Clerk to execute the contract with Ric-Man Construction Florida, Inc., subject to City's receipt of a written commitment from FDOT with regard to the cost share for the Second Amendment. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept the recommendation of the City Manager, pursuant to Invitation to, Bid No. 2019-231-KB, for Phase III Improvements from•25th to 41st street; approving the award of a contract to Ric-Man Construction Florida, Inc., the lowest responsive, responsible bidder to the ITB, in an amount not to exceed $13,636,984.00; further, authorize the City Manager to negotiate and finalize a second amendment to the City's Department Funded Agreement ("DFA") with the Florida Department Of Transportation ("FDOT"), with respect to the sharing of costs for the scope of work awarded for the Project("Second Amendment"), and authorize the Mayor and City Clerk to execute the Second Amendment upon conclusion of successful negotiations by the Administration and form approval by the City Attorney; further, authorize the Mayor and City Clerk to execute the contract with Ric-man Construction Florida, Inc., contingent upon City's receipt of a written commitment from FDOT with respect to the cost share for the Second Amendment. PASSED AND ADOPTED this 3/ day of/:(44_ 2019. ATTEST: Ats 1 l Ze) — RAFA L . GRANADO, CIIY CLERK DAN G LBER, MAYOR TAAgenda12019107 July 311Procurement1ITB 2019-231-KB Indian Creek\ITB 2019-231-KB-Resolution DRAFT.doc -�� . Q. ..:••••••••• � �� APPROVED AS TO • \ , • FORM&LANGUAGE CUTION * INCORP ORATED'lc o • A ••• z • 2 a44• 41.1 .. .. ate ;�C�-j 26 Air:Attorney n LAe Resolutions-C7 D MIAMI BEACH COMMISSION MEMORANDUM TO:• Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: July 31,2019° SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, RELATING TO INVITATION TO BID NO.2019-231-KB, FOR INDIAN CREEK PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET (THE "PROJECT"); APPROVING THE AWARD OF A CONSTRUCTION CONTRACT TO RIC-MAN CONSTRUCTION FLORIDA, INC., THE LOWEST RESPONSIVE, RESPONSIBLE BIDDER, IN AN AMOUNT NOT TO EXCEED $13,636,984.00; FURTHER,AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND FINALIZE A SECOND AMENDMENT TO THE CITY'S DEPARTMENT FUNDED AGREEMENT ("DFA") WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION ("FDOT"), WITH RESPECT TO THE SHARING OF COSTS FOR THE SCOPE OF WORK AWARDED FOR THE PROJECT ("SECOND AMENDMENT"), AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE • SECOND AMENDMENT UPON CONCLUSION OF SUCCESSFUL (j' NEGOTIATIONS BY THE ADMINISTRATION AND FORM APPROVAL BY THE CITY ATTORNEY; FURTHER, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT WITH RIC-MAN CONSTRUCTION FLORIDA, INC., CONTINGENT UPON CITY'S RECEIPT OF A WRITTEN COMMITMENT FROM FDOT WITH RESPECT TO THE COST SHARE FOR THE SECOND AMENDMENT. 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 the bids received, pursuant to ITB 2019-231-KB, Indian Creek (SR A1A) - Phase III Improvements from 25th to 41st Street. ANALYSIS On March 9, 2016, the City Commission adopted Resolution 2016-29332 approving the substantive terms of the cost sharing agreement and on September 30, 2016, the City and FDOT entered into a Department Funded Agreement (DFA) for Financial Project Number 439228-2-58 (Contract AS-343), for roadway and drainage improvements on S.R. A1A/Indian Creek from 41st Street to 26th Street in the total amount of$25,408,493, comprised of FDOT funding in a maximum of $20,008,493, and City funds to a maximum of$5,400,000. The DFA stipulated a FDOT participation of 78.7% and a City participation of 21.3% of the total allowable cost.Thereafter,the Project was divided into three(3)phases. At the October 17, 2018 Commission meeting, the Commission approved Resolution 2018- 30574 to amend the DFA agreement by increasing FDOT's participation by $5,991,507 from the original maximum amount of $20,008,493- to the amended maximum amount of $26,000,000; and increasing the City's participation by $1,636,848 from an original maximum amount of$5,400,000 to a maximum participation of$7,036,848. • With Phase I and II substantially complete, the City sought to solicit bids for the final Phase III of the Project Invitation to Bid (ITB)2018-054-ZD,which included roadway reconstruction and drainage improvements north of 32nd Street, was issued on September 21, 2018. Three (3) bids were received, however the lowest bid was deemed non-responsive and the next low bid significantly exceeded the City's available budget Therefore, the Mayor and City Commission approved the rejection of bids received pursuant to Invitation to Bid (ITB) 2018-054-ZD, for Phase III I mprovements from 25th to 41st Street. Subsequent to the rejection of bids pursuant to ITB 2018-054-ZD, staff has worked with the Engineer of Record and FDOT to value engineer the remaining portion of the Project and to provide for two (2) options: 1)for the partial,completion of the project up to 35th Street; and 2) for the full completion of the project to 41st Street As part of these efforts, in May 2019 the City conducted Industry Review Meetings in an effort to assure that the City's approach to bidding the portion of the Project is in line with industry standards and best practices. During the meetings, the City met with eleven (11) vendors which yielded valuable insight and comments from the industry regarding the Project. ITB PROCESS • ITB No. 2019-231-KB, was issued on May 24, 2019, with a bid opening date of July 2, 2019. Three (3) addenda were issued. The Procurement Department issued bid notices to 1,130 companies utilizing www.publicpurchase.com website. 120 prospective bidders accessed the advertised solicitation. The notices resulted in the receipt of seven (7) responses from: American Pipeline Construction, LLC; Danz Contracting, LLC; David Mancini & Sons, Inc.; Lanzo Construction Co., Florida; Ric-Man Construction Florida, Inc.; Ric-Man Construction, Inc.;and Ric-Man International, Inc. 1 The ITB stated that the lowest responsive, responsible bidder meeting all terms, conditions, and specifications of the ITB will be recommended for award. In its due diligence, the Procurement Department verified that the lowest responsive bid submitted by Ric-Man Construction Florida, Inc. ("Ric-Man Construction Florida")met the requirements of the ITB, including: 1. Bid Bond: Bidder shall submit,WITH ITS BID, 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). Ric-Man Construction Florida submitted a bid bond for 5% of the bid amount, as required. - 1 2. Licensing Requirements: Bidder shall be State of Florida Certified General Contractor or Underground Utility Contractor in the State of Florida, Division of Business and Professional Regulations to be considered for award. Ric-Man Construction Florida is State certified as a General Contractor. State license number is: CGC1514965 and expires on August 31, 2020. 0 3 . Previous Experience (Firm): Bidder (or member of its team) shall have completed the construction of at least three (3) similar projects in scope and volume demonstrating their experience in urban right of ways and infrastructure improvements. Similar projects shall be interpreted to mean projects which involve all of the following aspects: underground storm water collection system and disposal, pump stations construction, roadway construction and site concrete work.At least one (1)of the projects must demonstrate experience in construction and maintenance of traffic within an existing heavily traveled urban roadway. Ric-Man Construction Florida submitted the required projects, which were similar in size, scope, and in the timeframe requested. The projects submitted included construction of a facility that includes underground storm water collection system and disposal, pump stations construction, roadway construction and site concrete work. Accordingly, Ric-Man Construction Florida has been deemed the lowest responsive and responsible bidder meeting all terms, conditions, and specifications of the ITB. Below is a brief summary of the firm. • According to the information provided by the firm, in 2004 Ric-Man Construction Florida commenced operations in the Southeastern United States. The company specializes in heavy underground and tunnel construction of all types and sizes. Its team is proud to carry on the tradition of quality and service, set forth by its founder, which have become the standards used every day within the company. Additionally, Ric-Man Construction Florida is currently under contract with the City of Miami Beach for design build services for West Avenue improvements south of 14th Street and north of 14th Street. Throughout the term of these contracts Ric-Man Construction Florida has proven to be a dependable contractor. CONCLUSION Recently, the City Administration has been negotiating with FDOT for additional funding for the Project„via a second amendment to the DFA ("Second Amendment"). If the negotiations are successful, FDOT's maximum contribution will increase by$2.25 million to $28.25 million; and the City's required contribution will also increase by$2.25 million to$9,261,84 After considering the bids received and the evaluation of staff, the City Manager recommends approval of the award of a contract to Ric-Man Construction Florida, Inc., the lowest responsive, responsible bidder to the ITB, in an amount not to exceed $13,636,984.00; further, the Administration recommends that the City Manager be authorized to negotiate and finalize the Second Amendment to the DFA with FDOT, and further authorize the Mayor and City Clerk to execute the Second Amendment upon conclusion of successful negotiations by the Administration; and further,the Administration recommends authorizing the Mayor.and City Clerk to execute the contract with Ric-Man Construction Florida, Inc., subject to City's receipt of a written commitment from FDOT with regard to the cost share for the Second Amendment. KEY INTENDED OUTCOMES SUPPORTED Build And Maintain Priority Infrastructure With Full Accountability FINANCIAL INFORMATION Project Cost: $ 13,636,984.00 (Grand Total Option A,Alternate Side Streets and Contingency) Legislative Tracking Public Works/Procurement • ATTACHMENTS: Description o ITB 2019-231-KB Tabulation D Resolution • • INVITATION TO BID(ITB(NO.2019-231-KB FOR INDIAN CREEK(511414).PHASE III IMPROVEMENTS FROM 25TH TO MST STREET pc.Man ConstruM f FL Inc.' illc.Man Construction,Inc. American Pipeline Constm¢ion Lanza • " Construction Contracting n&ons RIM International ' — .7 te.•a:,'OPTION0(Impiovn6ats from ooutIof 25th Street to T �E:'.439. .;14. •.y-.- �lr.. �9 .rte A:- - .,:.-4,-',,,I SUBTOTAL S 13,151.875.00 $ 1273305250 5 10,17805692 5 18905,00075 5 19.479.558.52 5 21,179.198.85 5 26137171.0 ABowaae for Trete Safery Ad 5 25.00 5 25.00 $ 2500 5 25.00 5 2500 S 25.00 5 25,00 Panni POowanoa 5 50000.00 5 5000000 $ 5000000 5 50,000.00 5 50.000.00 $ 00.00000 5 50.000.00 07.580 TOTAL $ 10200900.00 5 13383.977.56 5 - 10728,47992 5 1095502576 5 19529591.52 $ 21,22922385 5 2028729850 OPTION A ALTERNATE ITEMS FOR SIDE STREETS DRAINAGE 0 435.084.00 5 381,11975 5 02129.00 S 717.99900 0 1.007,049.00 $ 1,199,90000 5 1031.904.00 GRANO TOTAL.ALTERNATE SIDE 018EE15 t 1506,98400 3 18163896.71 It 18480,708.08 0 11,87002375 8 20,57087452 S 22,41E12180 1 77.41390450 1--bw:z...= .,8+.. . •.. �._ .,ORR"',:AT, 0.. ( pnoement8fromsmnhofum'S1re0t103$lh51rnet(a:r :_..a c n,.:r:• .':?x3,.:.r ,. a.' ..ti: rxz- ala --� .,e.2ST-zaRnons.1m ...,_. .. SUBTOTAL 5 , 0699820.00 5 0984.07117 5 10,337,98517 5 11,215,34505 5 13,021,890.85 5 13.340875.73 5 18,151.04.10 Maws=forTmuh SafelyAAi 0 25.00 5 2000 9 2500 S 25.00 5 25.00 5 • 2500 5 25.00 PonoRA0005ae$ 0000.00 5 60.00000 $ 50000.00 5 50000.00 $ 00,000.00 5 0,000.00 5 50.000.00 GRAND TOTAL,5 8,749845.0 5 9,01409617 0 10288,010.17 5 11,315,37055 $ 13070915.85 5 13.397.00.73 $ 10201059.10 07006 B ALTERNATE ITEMS FOR SIDE STREETS DRAINAGE$ 25309.00 5 239.988.0 5 302.794.00 5 429,5100 0 0 S 050300 5 7020000 5 665,164,00 GRAND TOTAL.ALTERNATE 591E STREETS 0 800232400 0 0254,06627 It 1477085417 S 1874408000 0 12698,41183 S 10100,800.71 t 10868,7222.10 'Recommended for award. ATTACHMENT B SOLICITATION (ITB—CONSTRUCTION) AND ADDENDUMS s MIAMI BEACH INVITATION TO BID ( ITB) INDIAN CREEK (SR Al A) -PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET 2019-231-KB BID ISSUANCE DATE: MAY 24, 2019 BID DUE: JUNE 28,2019 @ 3:00 PM MIAMIBEACH ISSUED BY: Kristy Bada, CPPB Procurement Contracting Officer III PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor, Miami Beach, FL 33139 305.673.7000 x 26218 I kristybada@miamibeachfl.gov I www.miamibeachfl.gov 1 I 2019-231-KB MIAMI BEACH 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.: 2019-231-KB ITB Title: INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET Date of Issuance: May 24, 2019 Project Description & The City seeks Proposals from, construction firms to provide construction services for the Scope of Work: construction of the Indian Creek Dr.(SR A1A)Improvements from south of 25th Street to 41st (Option A) Street and from south of 25th Street to 35th Street(Option B). Indian Creek Dr. (SR A1A) is a Florida Department of Transportation (FDOT) roadway and as such construction of this project shall comply with all applicable FDOT manuals, memorandums and guidelines in effect as of the date of the advertising of this project,including but not limited to those listed in Appendix G. The work shall include but not be limited to site preparation; clearing and grubbing; earthwork, raising the elevation of the roads within the project limits to minimum crown elevation of 3.7 feet North American Vertical Datum of 1988(NAVD)and transitioning into crossing streets; harmonization of all adjacent properties, including but not limited to reconstructing impacted driveways and pedestrian accesses; installation of gravity walls and handrails in areas where harmonization of properties is not feasible; installation of a new drainage system,yard drains and/or driveway trench drains; complete construction of pump station including but not limited to installation of pumps, generator, control cabinets; providing new street lights; replacing existing signalized intersections with new mast arms and applicable equipment; applying new pavement markings, installing new street signs; providing new landscaping; accommodating street parking, bus stops, bus shelters, and replacing all other pedestrian features located within the existing right of way. The project warranty and testing procedures will follow the FDOT standards. In the event of a conflict between the FDOT Special Conditions and any other provision of the ITB,the FDOT Special Provisions shall take precedence and control, Project Location: INDIAN CREEK(SR A1A) FROM 25TH TO 41ST STREET; Miami Beach, FL Option A(Improvements from south of 25th Street to 41st): $13.0 Million Estimated Budget: Option B(Improvements from south of 25th Street to 35th Street): $7.8 Million THE CITY.RESERVES THE OPTION,AT ITS SOLE DISCRETION,TO AWARD EITHER Method of Award: GROUP A OR GROUP B.See Section 0100,Sub-section 10 for further details. Procurement Contact: Name: Kristy Bada, CPPB Telephone: 305-673-7000 x 26218 Email: kristybada@miamibeachfl.gov 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 rafaelaranado(a7miamibeachfl.gov. MIAMI BEACH • Important Dates' . Due Date&Time for Bid The deadline for submittal of bids is 3:00 p.m.,on June 28,2019. Submittal: Bidders are cautioned that late bids will not be accepted. Bidders are fully responsible for Due date may be modified by assuring that bids are received by the deadline and shall consider all factors, including but addendum to the ITB.It is important that bidder download all addenda. not limited to,weather,traffic and third-party carrier delays. Pre-Bid Conference: Date:June 4, 2019 Time: Immediately Following Site Visit. ® Pre-Bid Conference will Location: Procurement Department be held. 3rd Floor; Conference Room 1755 Meridian Avenue ❑ Pre-Bid Conference is Miami Beach, FL 33139 Mandatory. Dial-in Instructions: ❑ A Pre-Bid Conference • Dial the Telephone Number: 1-888-270-9936 will not be held. • Enter the.Meeting Number: 9415468 and then press the pound (#) key Site Visit: Date: June 4,2019 Time: 10:00am ® Site Visit will be held. Location: Indian Creek Drive and 27th Street ❑ Site Visit is Mandatory. ❑ Site Visit will not be held. Last Day for Receipt of Date: June 18, 20,19 Questions: Time: 5:00pm Questions will be allowed up to 10 days before the initial deadline for submittal of Bids. • Project Specific Information&Requirements Minimum Requirements: Bids from bidders that do not meet the following Minimum Requirements shall be deemed non-responsive and shall not be considered. ® Shall apply. 1. Licensing Requirements. Bidder shall be State of Florida Certified General ❑ Shall not apply. Contractor or Underground Utility Contractor in the State of Florida, Division of Business and Professional Regulations to be considered for award. Submittal Requirement: Bidder: Submit License Number. 2. Previous Experience of Bidder (Firm). Bidder (or member of its team) shall have completed the construction of at least three (3) similar projects in scope and volume demonstrating their experience in urban right of ways and infrastructure improvements. Similar projects shall be interpreted to mean projects which involve all of the following aspects: underground storm water collection system and disposal, pump stations construction, roadway construction and site concrete work. At least one (1) of the projects • MIAMIBEACH must demonstrate experience in construction and maintenance of traffic within an existing heavily.traveled urban roadway. 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 and 6) Historical Significance, including original date of completion. 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 bid amount, payable to City of Miami ® Shall apply. Beach, Florida. LI Shall not apply. Failure to include the bid bond WITH THE BID shall result in the bid being deemed non- responsive and not being considered. Davis-Bacon Wage Rates: If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and mechanics employed under the contract no less than the prevailing wage rate and fringe ❑ Shall apply, benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance ® Shall not apply. of the ITB. Insurance: If the requirement applies, Bidder agrees it shall fully comply with maintaining the following insurance requirements: ® Shall apply. 1.Workers' Compensation and Employer's Liability per the Statutory limits of the state of ❑ Shall not apply. Florida. 2.Comprehensive General Liability(occurrence form)with limits of liability$1,000,000.00 per occurrence for bodilyinjury property damage to include Premises/ Operations; Products, Completed Operations and Contractual Liability. 3.Automobile Liability with limits of$1,000,000 each occurrence - owned/non-owned/hired automobiles included. 4.Umbrella Liability with limits no less than$10,000,000.The umbrella coverage must be as broad as the primary General Liability coverage. 5.Builders Risk for the full value of structure, materials,fixtures and equipment. 6. 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 Status The City of Miami Beach must be covered as an additional insured with respect to liability arising out of work or operations performed by or on behalf of the Consultant. Waiver of Subrogation Contractor hereby grants to City of Miami Beach a waiver of any right to subrogation which any insurer of the Contractor may acquire against the City of Miami Beach by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City of Miami Beach has received a waiver of subrogation endorsement from the insurer. MIAMIBEACH Other Insurance Provisions a. For any claims related to this project, the Contractor's coverage shall be primary insurance as respects the City of Miami Beach,its officials,officers,employees,and volunteers.Any insurance or self-insurance maintained by the City of Miami Beach shall be excess of the Contractor's insurance and shall not contribute with it. b. Each policy required by this clause shall provide that coverage shall not be canceled,except with notice to the City of Miami Beach. c. If any excavation work is included in the Contract, it is understood and agreed that Contractor's Liability policy shall not contain exclusion for XCU(Explosion,Collapse and Underground)coverage. If any coverage required is written on a claims-made form: d. The retroactive date must be shown, and must be before the date of the contract or the beginning of contract work. e. Insurance must be maintained and evidence of insurance must be provided for at least five(5)years after completion of the contract of work. f. If coverage is canceled or non-renewed,and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date,the Contractor must purchase extended period coverage for a minimum of five (5) years after. completion of the contract work. g. A copy of the claims reporting requirements must be submitted to the City of Miami Beach Risk Management(or its designee)for review. h. If the services involved lead-based paint or asbestos identification/remediation,the Contractors Pollution Liability shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability shall not contain a mold exclusion and the definition of"Pollution" shall include microbial matter including mold. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City of Miami Beach Risk Management Office. Verification of Coverage Contractor shall provide the required insurance certificates, endorsements or applicable policy language effecting coverage required by this Section.All certificates of insurance and endorsements are to be received prior to any work commencing. However,failure to obtain the required coverage prior to the work beginning shall not waive the Contractor's obligation to provide them. The City of Miami Beach reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 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. MIAMI BEACH Certificate Holder: CITY OF MIAMI BEACH do PROCUREMENT DEPARTMENT 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FL 33139 Compliance with the foregoing requirements shall not relieve the vendor of his liability and obligation under this section or under any other section of this agreement. Contract Price: As indicated, contract pricing shall be based on lump sum or unit pricing in accordance with Section 0400,Terms and Conditions of the Contract. ❑ Lump sum pricing shall apply. ® Unit pricing shall apply. Contract Completion Time& Option A Schedule: Days for Substantial Completion:_594_days Days for Final Completion:_60_days Option B Days for Substantial Completion:_319_days Days for Final Completion:_60_days Project Scheduling software Required: ❑ Bar Chart ® Computerized CPM using Primavera"P6",,software ❑ Modified CPM ❑ Microsoft Project Reference: Section 0400,Terms and Conditions of the Contract. Liquidated Damages: Option A $4,866.00 shall be assessed for each day after Substantial Completion that the Work is not ® Shall apply. complete. ❑ Shall not apply. Option B $3,447.00 shall be assessed for each day after Substantial Completion that the Work is not complete. Local Workforce If the requirement applies, the Bidder agrees it, and its sub-contractors, shall make its best Participation: reasonable efforts to promote employment opportunities for Miami-Dade County residents by seeking to achieve a project goal of having thirty percent(30%)of all construction labor hours ❑ Shall apply. performed by Miami-Dade County residents. The contractor shall also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. ® Shall not apply. • MIAMI BEACH Minimum%of Self-Work Minimum%of the Work Contractor self-perform with its own forces:40% Requirement: ® Shall apply. ❑ Shall not apply. Performance& Payment Performance and Payment bond equal to 100% of the total project, including any change Bond Requirements: orders. ® Shall apply. ❑ Shall not apply. Prevailing Wage Rates: If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and mechanics employed under the contract no less than the prevailing wage rate and fringe [' Shall apply. benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance ® Shall not apply. of the ITB. Required Licenses/Permits: Bidder shall be State of Florida Certified General Contractor or Underground ® Shall apply. Utility Contractor in the State of Florida, Division of Business and Professional Regulations to be considered for award. [' Shall not apply. Trench Safety Act FLORIDA TRENCH SAFETY ACT ACKNOWLEDGMENT Requirements ® Shall apply. [' Shall not apply. Submittal Requirements Submittal Location: Bids will be received at: City of Miami Beach Procurement Department, 1755 Meridian Avenue,3rd Floor Miami Beach, Florida 33139. Submittal Format& Bids are to be submitted in sealed package clearly, contain all information,and organized in Requirements: accordance with Section 0300, including: TAB A: CONTRACTOR QUALIFICATION FORM(APPENDIX A) Submit the Contractor Qualification Form (Appendix A) completed and fully executed. TAB B: 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. MIAMIBEACH TAB C: BID TENDER FORM&BID BOND The following documents shall be submitted with the by the deadline for submittal of bids: 1. Bid Tender Form.The Bid Tender Form(Appendix B, Form B1). 2. Bid Bond. FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND EXECUTED: 1) BID TENDER FORM (EITHER INCLUDED IN THE ORIGINAL ITB OR RELEASED VIA AN ADDENDUM)AND 2) BID BOND SHALL RESULT IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHER CONSIDERED. TAB C: BID FORMS Submit any other form requested on the ITB Summary, including but not limited to: 1. Schedule of Value Form,Appendix B, Form B2. 2. Acknowledgment of Addenda,Appendix B, Form B3. 3. Local Workforce Responsible Contractor Affidavit, Part A Art in Public Places: Proposed AiPP Language for inclusion in projects that do not qualify for AiPP under Ordinance: This Project is subject to review of Art in Public Places, Tourism and,Culture Department, staff.The Project is required to work collaboratively with the Tourism and Culture Department to identify opportunities for the integration of public art. Should an opportunity and funding source be identified,the project/developer is required to work collaboratively with the Tourism and Culture Department on the implementation of the AiPP program, including construction project coordination as required by project, pursuant to AiPP provisions as set forth in .Sections 82-561 through 82-612 of the City of Miami Beach Code. MIAMI BEACH TABLE OF CONTENTS SOLICITATION SECTIONS PAGE 0100 INSTRUCTIONS TO BIDDERS X 0200 MINIMUM QUALIFICATIONS XX 0300 BID SUBMITTAL FORMAT XX 0400 TERMS & CONDITIONS (Under separate cover.) XX APPENDICES: PAGE APPENDIX A CONTRACTOR PRE-QUALIFICATION FORM XX APPENDIX B BID PRICE FORM & SCHEDULE OF VALUES XX APPENDIX C PRE-AWARD FORMS XX APPENDIX D CONTRACT FORM XX APPENDIX E PLANS & SPECIFICATIONS XX APPENDIX F POST AWARD FORMS XX 9 I 2019-231-KB • MIAMI BEACH 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 Proposers 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 Proposers and, subsequently, the successful Proposer(s) (the"contractor[s]") if this RFP results in an award. The City utilizes PublicPurchase (www.publicpurchase.com) for automatic notification of competitive solicitation opportunities and document fulfillment, including the issuance of any addendum to this RFP. Any prospective Proposer who has received this RFP by any means other than through PublicPurchase must register immediately with PublicPurchase to assure it receives any addendum issued to this RFP. Failure to receive an addendum may result in disqualification of proposal submitted. 2. Background and Scope of Work. The Project is described more fully in the Invitation to Bid Summary (and/or the exhibits referenced therein). 3. Abbreviations and Symbols. The abbreviations used throughout the Contract Documents are defined hereinafter in the Technical Specifications. The symbols used in the Plans are defined therein. 4. Examination of Contract Documents and Site. It is the responsibility of each Bidder before submitting a Bid, to: a. Examine the Contract Documents thoroughly. b. Visit the site or structure to become familiar with conditions that may affect costs, progress, performance or furnishing of the Work. c. Take into account federal, state and local (City and Miami-Dade County) laws, regulations, permits, and ordinances that may affect costs, progress, performance, furnishing of the Work, or award. d. Study and carefully correlate Bidder's observations with the Contract Documents. e. Carefully review the Contract Documents and notify City of all conflicts, errors or discrepancies in the Contract Documents of which Bidder knows or, reasonably should have known. The submission of a Bid shall constitute an incontrovertible representation by Bidder that Bidder has complied with the above requirements and that without exception, the Bid is' premised upon performing and furnishing the Work required by the Contract Documents and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5. Location of Work. This Scope of Work shall be completed at the Project Site/Location of the Work specified in the Invitation to Bid Summary (the "Project Site"). 10 I 2019-231-KB MIAMIBEACH 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 Directorin 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. Printed 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 for weather, traffic, courier or any other possible delay. 8. Bid Bond. If the Invitation to Bid Summary specifies that a bid bond is required, Bidder shall submit,WITH ITS BID, 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 ofissuance 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 MIAMI BEACH residents. Refer to Appendix Cifor additional information and submittal requirements of these programs, and the applicable prevailing wage table for the project. 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. 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. Financial Capacity Within three (3) business days of request by the City, each Proposer shall arrange for Dun & Bradstreet to submit a Supplier Qualification Report(SQR)directly to the Procurement Contact named herein. No proposal will be considered without receipt, by the_City, of the SQR directly from Dun & Bradstreet. The cost of the preparation of the SQR shall be the responsibility of the Proposer. The Proposer shall request the SQR report from D&B at: https://supplierportal.dnb.com/webapp/wcslstores/servlet/SupplierPortal?storeld=11696 Proposers are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each Proposer review the information contained in its SQR for accuracy prior MIAMIBEACH to submittal to the City and as early as possible in the solicitation process. For assistance with any portion of the SQR submittal process, contact Dun & Bradstreet at 800-424-2495. 14. Omitted or Additional Information. With exception of the Bid Tender Form and the Bid Bond, if applicable, the City reserves the,right to seek any omitted information/documentation or any additional information from bidder or other source(s), including but not limited to: any firm or principal information, applicable licensure, resumes of relevant individuals, client information, financial information, or any information the City deems necessary to evaluate the capacity of the Proposer 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. SECTION 0300— BID SUBMITTAL FORMAT 1. Number Of Copies. One original Bid Proposal (preferably in 3-ring binder) must be submitted in an opaque, sealed envelope or container on or before the due date established for the receipt of bids. Additionally, two (2) bound copy and one (1) electronic format (CD or USB format)are to be submitted. The following information should be clearly marked on the face of the envelope or container in which the bid is submitted: Bid Number, Bid Title, Bidders Name, and Bidder Return Address. Bids received electronically, either through email or facsimile, are not acceptable and will be rejected. The City reserves the right to request any documentation omitted, with exception of the 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, shall be deemed non-responsive. Bidder must submit any other omitted documentation within two(2)business days upon request from the City, or the bid may be deemed non-responsive. Non-responsive bid packages will receive no further consideration. 2. Bid Submission Format: Bid packages must contain the following information and documents, each fully completed, signed, in the order dictated below.Bid packages which do not include all required documentation, or are not submitted in the required format, or do not have the appropriate signatures or notarizations on each document, may be deemed non-responsive. TAB A: Contractor Qualification Form (Appendix A) Submit the Contractor Qualification Form (Appendix A) completed and fully executed. TAB B: 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 C: Bid Tender Form & Bid Bond MIAMI BEACH The following documents shall be submitted with the by the deadline for submittal of bids: • Bid Tender Form. • Bid Bond. BIDDERS ARE CAUTIONED THAT FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND EXECUTED: 1) BID TENDER FORM (EITHER INCLUDED IN THE ORIGINAL ITB OR RELEASED VIA AN ADDENDUM)AND 2):BID BOND (IF REQUIRED) SHALL RESULT IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHER CONSIDERED. TAB C: Bid Forms Submit any other form requested on the ITB Summary, including but not limited to: • Schedule of Value Form, Appendix B, Form B2. • Acknowledgment of Addenda, Appendix B, Form B3. • Local Workforce Responsible Contractor Affidavit, Part A 3. BID SUBMITTAL DEADLINE: Bids, and all required information, must be received on or before the deadline established in the ITB Summary Sheet. Late bids will not be accepted and will not be considered. Bidders are solely responsible for assuring that bids are received prior to the submittal deadline and are cautioned to consider factors such as traffic and weather. 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. 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 03/15/2019), 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 04/16/2019), incorporated herein, located at: https://www.miamibeachfl.gov/city-hall/Drocurement/standard-terms-and-conditions/ MIAMI BEACH APPENDIX A C\A I Ami BEAc H Contractor Qualification Form FOR CONSTRUCTION PROJECTS MUST BE SUBMITTED WITH THE BID OR WITHIN 3 DAYS OF REQUEST BY THE CITY MIAMIBEACH Contractor,Qualification'Form Instructions Section 1, Required Form. The Contractor Qualification Form is a required form that must be submitted, completed and executed, with the bid or within 3 days of request by the City. No bid will be considered without the Contractor Form. Bidder's failure to submit this form as stipulated herein shall_render its bid,non-responsive. Section 2,Submittal Instructions.The Contractor Qualification Form will not be considered until it has been submitted completed and executed by a principal of the applicant. Incomplete applications shall not be considered. If requested information is not applicable, please indicate"N/A" or"None." If answers to questions are lengthier than the spaces that are provided in the application,the answers may be provided on additional pages,which must be attached to the application. All requested documents must also be attached to the application. Failure to attach all requested documents will delay review and approval of the application. The City reserves the right to request clarifications or additional information as deemed necessary to evaluate an applicant's qualifications. When darifications or additional information is requested by the City,Applicants will have seven (7) business days to provide, in full,all the requested information. Failure to provide the information within the prescribed time will delaythe review process and mayresultin denial ofprequalification. Part A—General Bidder Information. FIRM NAME: NO.OF YEARS IN BUSINESS: NO.OF YEARS IN BUSINESS NO.OF EMPLOYEES: LOCALLY: OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS: FIRM PRIMARY ADDRESS(HEADQUARTERS): CITY; STATE: ZIP CODE: TELEPHONE NO.: TOLL FREE NO.: FAX NO.: FIRM LOCAL ADDRESS: CITY: STATE: ZIP CODE: PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT: ACCOUNT REP TELEPHONE NO.: ACCOUNT REP TOLL FREE NO.: ACCOUNT REP EMAIL: FEDERAL TAX IDENTIFICATION NO.: APPLICANT FIRM IS: CORPORATION / PARTNERSHIP / SOLE PROPRIETORSHIP / OTHER(If other,specify: 16 I 2019-231-KB MIAMIBEACH Part B—Proposed Team. 1. Organizational Chart. Submit an organizational chart listing the proposed key personnel, their qualifications and • their roles in the project, resumes which shall include educational background,work experience, employment history, and any other pertinent information..Where applicable, Bidder team members shall also submit current and valid certifications and/or licenses for their individual scope of supervision. At a minimum, the bidder shall include the following proposed project team members: ■ Construction Project Manager ■ Construction Superintendent 2.Staffing Plan.Submit a staffing plan that clearly illustrates the key elements of the proposed organizational structure. The staffing plan should indicate the availability of the personnel proposed to work on the Project. The staffing plan should also indicate the name of the individual who will serve as the primary contact with City. Bidder shall clearly detail the role of all sub-contractors proposed for the Project. Part C—Operational&Management Information. 1. Provide the names of each owner (stockholder, sole proprietor, and partner), director, or officer of the company,below.Submit additional names on a separate sheet if required. Owner Ownership percentage Directorship/Office type 2. Provide three (3) residential renovation projects that the applicant has completed in the last five (5) years. Project Description of Work Project Reference Name: Email: Telephone: Name: Email: Telephone: Name: Email: Telephone: 3. Has the applicant company's construction licenses been revoked during the last five(5)years? YES II NO If yes,why? 17 I 2019-231-KB MIAMI BEACH 4. Have any owners, directors, officers, or agents of the applicant company had a license revoked during the last five(5)years? YES NO If yes,why? 5. Is the applicant company currently barred by.a governmental agency,from bidding work as a prime or subcontractor? YES NO If yes,state debarment period and the reason(s)for debarment? 6.Has a surety completed, or paid for completion, of a project on behalf of the applicant company,within the last five(5)years? YES NO If yes,why? 7. Has the applicant company or any of its owners, directors, officers, or agents been convicted of a crime or had a claim that was filed in a court and mediated or arbitrated during the last five (5)years? ' YES NO If yes,why? 8. Is an affiliate of the applicant company prequalified by the City of Miami Beach to bid on construction work? 4 YES NO If yes, state the name of the affiliate? 18 I 2019-231-KB MIAMIBEACH 9. Is the applicant company a arent, subsidiary, or holding company for another construction company? YES NO If the answer is"yes,"identify the company and type of relationship(s), below: Company Type of affiliation(parent or subsidiary) Period of affiliation 10. Is an owner,director,officer,or a ent of the ap licant company affiliated with another company? YES : 1 NO If 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? - ' YES NO If yes,explain and attach, as applicable, the relevant case and court documents, including(but not limited to):the original petition, including the case number and the date that the petition was filed; a copy of the bankruptcy court's discharge order, and any other document that ended the case, if no discharge order was issued. 12. Has any owner, director, officer, or agent for the applicant company, or has any business organization in which any such person was an owner, director, officer, or agent filed for or been discharged in bankruptcy within the past five(5 ears? YES NO If yes, explain and attach a copy of the discharge order, order confirming plan and if a Corporate Chapter 7 case, a copy of the notice of commencement. 13. Has any owner, director, officer, or agent of the applicant company owned or managed a construction company under any other name in the last five(5)years? ' YES NO 19 I 2019-231-KB MIAMI BEACH If yes,explain. 14. Has the applicant company been assessed or paid liquidated damages on any project during the past five(5)years,whether the project was ublicly or private! owned? YES INO If yes,explain. 15. Are there currently any liens, suits, or judgments of record pending against any owner, director, officer,or agent for the company that t is related to construction activities of a business organization? ' YES NO If yes,explain. 16. Has the applicant company or any of its owners,officers,or partners ever been convicted (criminal)or found liable (civil) for making either a false claim or material misrepresentation to any public agency or entity? If yes,explain. 17. Has the applicant company or any of its owners, officers, or partners ever been convicted of any a federal or state crime? YES NO If yes, explain. 18.Is any officer,director,employee or agent,or immediate family member(spouse,parent,sibling,and child) of any officer, director,employee or a ent,an emplee of the City of Miami Beach? YES I NO If yes,state name,title and share of ownership 20 12019-231-KB MIAMI BEACH 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? YES NO If yes, provide details. 20. Pursuant to City Resolution No.2000-23879,each person or entity that seeks to do business with the City shall adopt a Code of Business Ethics("Code").Does the applicant maintain a corporate code of business ethics? YES NO 21a. If yes, attach. If no, will the applicant accept the City's code of ethics (available at available at http://www.miamibeachfl.qovicitv-halllprocurer/ YES NO 21. Pursuant to City Ordinance No.2016-3990,the City shall not enter into a contract with a business unless the business represents that it does not and will not engage in a boycott as defined in Section 2-375(a)of the City Code, including the blacklisting, divesting from, or otherwise refusing to deal with a person or entity when such action is based on race, color, national origin, religion, sex, intersexuality, gender identity, sexual orientation, marital or familial status, age or disability. Does the applicant agree to be comply with this prohibition? YES NO 22. 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). YES NO Certifying Agency Certification Type 23. 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 21 I 2019-231-KB MIAMIBEACH in the United States, but outside of the City of Miami Beach limits, who are directly performing work on the contract within the City of Miami Beach. A. Does the applicant provide or offer access to any benefits to employees with spouses or to spouses of employees? YES NO B. Does your company provide or offer access to any benefits to employees with (same or opposite sex) domestic partners*or to domestic partners of employees? YES NO C. Please check all benefits that apply to your answers above and list in the"other'section any additional benefits not already specified. Note: some benefits are provided to employees because they have a spouse or domestic partner, such as bereavement leave;other benefits are provided directly to the spouse or domestic partner,such as medical insurance. BENEFIT Firm Provides for Firm Provides for Firm does not Employees with Employees with Provide Benefit Spouses Domestic Partners Health Sick Leave Family Medical Leave Bereavement Leave 24. 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 Missispippili YES NO If yes, explain. 25. Non-Discrimination. 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. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees it is and shall remain in full compliance with Section 2-375 of the City of Miami Beach City Code. 26. Fair Chance Requirement. Pursuant to Section 2-376 of the City Code,the City shall not enter into any contract resulting from a competitive solicitation, unless the proposer certifies in writing that the business has adopted and employs written policies, practices, and standards that are consistent with the City's Fair Chance Ordinance, set forth in Article V of Chapter 62 of the City Code("Fair Chance Ordinance"),and which,among other things,(i)prohibits City contractors,as an employer,from inquiring about an applicant's criminal history until the applicant is given a conditional offer of employment;(ii)prohibits advertising of employment positions with a statement that an individual with a criminal record may not apply for the position,and(iii)prohibits placing a statement on an employment application that a person with a criminal record may not apply for the position. 22 I 2019-231-KB MIAMIBEACH SUBMITTAL REQUIREMENT: No additional submittal is required at this time. By virtue of executing this affidavit, Proposer certifies that it has adopted policies, practices and standards consistent with the City's Fair Chance Ordinance. Proposer agrees to provide the City with supporting documentation evidencing its compliance upon request. Proposer further agrees that any breach of the representations made herein shall constitute a material breach of contract,and shall entitle the City to the immediate termination for cause of the Contract,in addition to any damages that may be available at law and in equity. CONTRACTOR QUALIFICATION FORM AFFIDAVIT The undersigned agrees that s/he: 1) is a principal of the applicant duly authorized to execute the foregoing Contractor Prequalification Certification Application,and that the contents of said document(s)are complete, true,and correct to the best of his/her knowledge and belief;2)s/certifies that the application and supporting documents include all of the material information necessary to validate the status of the company for prequalification purposes;3)s/shall notify the Procurement Department within fifteen (15) days and provide a notarized statement whenever a change occurs in the ownership, management,or financial condition of the company. Further, any prequalification applicant, including its principal(s), director(s), and any affiliate, who is a party to any misrepresentation to obtain business or'contracts with the City of Miami Beach shall be declared delinquent and have its certificate suspended or revoked and will be subject to debarment and any other penalties prescribed by law. The undersigned affirms that the applicant agrees: 1)to complete and unconditional acceptance of the terms and conditions of this document, inclusive of attachments, exhibits and appendices and the contents of any Addenda released hereto; 2) that it has not colluded, nor will collude, with any other applicant; 3) that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws; 4) that all responses, data and information contained in the proposal are true and accurate. Name: Title(must be a principal of the applicant): Signature: Date: 23 12019-231-KB APPENDIX B MI AAA I BEAC H Bid Tender Form ( Bl ) FAILURE TO SUBMIT THE BID TENDER FORM (B1) 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. Schedule of Values ( B2) MUST BE SUBMITTED WITH THE BID OR WITHIN.3 DAYS OF REQUEST BY THE CITY. 24 I 2019-231-KB MIAMIBEACH Bid Tender Form (B1 ) Page 1 of 1 FAILURE TO SUBMIT THIS BID TENDER 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. The TOTAL BASE BID amount includes the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, shoring, supervision, mobilization, demobilization, overhead and profit, insurance, permits, 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. In the event of arithmetical errors between the division 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 CITY RESERVES THE OPTION,AT ITS SOLE DISCRETION,TO AWARD EITHER GROUP A OR GROUP B. • OPTION A GRAND TOTAL $ (ITEMS 1-189) Allowance for Trench Safety Act $25.00 Permit Allowance $50,000.00 SUBTOTAL TRENCH SAFETY ACT&PERMIT ALLOWANCE $50,025.00 GRAND TOTAL (ITEMS 1-189+TRENCH SAFETY+PERMIT ALLOWANCE) OPTION B GRAND TOTAL $ (ITEMS 1-175) Allowance for Trench Safety Act $25.00 Permit Allowance $50,000.00 SUBTOTAL TRENCH SAFETY ACT&PERMIT ALLOWANCE $50,025.00 GRAND TOTAL (ITEMS 1-175+TRENCH SAFETY+PERMIT ALLOWANCE) 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: 25 12019-231-KB Schedule of Values & Acknowledgement of Addenda (B2) PROJECT TITLE: ITB NO.2018-054-ZD INDIAN CREEK(SR A1A) -PHASE III IMPROVEMENTS FROM 25TH TO 41sT STREET OPTION A ,The TOTAL BASE BID amount includes the all-inclusive total cost for the work specified in this bid,consisting of furnishing all materials,labor,equipment,shoring,supervision,mobilization,demobilization,overhead and profit,insurance,permits, 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. BIDDER MUST SUBMIT THIS ITB PRICE FORM FULLY COMPLETED,INCLUDING SECTIONS 1 AND 2,AS PART OF THE BID RESPONSE. FAILURE TO DO SO SHALL DEEM THE BIDDER NONRESPONSIVE. In the event of arithmetical errors between the division 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. Item Pay Item Item Description Unit Quan• Unit Cost Extended.Cost Number tity 1 101-1 MOBILIZATION LS 1 $ $ 2 102-1 MAINTENANCE OF TRAFFIC LS 1 $ $ (594 DA) 3 102-14 TRAFFIC CONTROL OFFICER MH 11880 $ $ 4 102-60 WORK ZONE SIGNS ED 10610 $ $ 0 5 102-71-15 TEMPORARY BARRIER, F&I, LF 192 $ $ ANCHORED 6 102-71-16 TEMPORARY BARRIER, F&I, LF 1876 $ $ FREE STANDING 7 102-71-25 TEMPORARY BARRIER, LF 96 $ $ RELOCATE,ANCHORED 8 102-71-26 TEMPORARY BARRIER, LF 4821 $ $ RELOCATE, FREE STANDING 9 102-74-1. CHANNELIZING DEVICE- ED 10133 $ $ TYPE I, II, DI,VP&DRUM 5 10 102-74-2 CHANNELIZING DEVICE- ED 18010 $ $ TYPE III -6' 11 102-74-7 CHANNELIZING DEVICE- LF 532 $ $ PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) 12 102-76 ARROW BOARD/ADVANCED ED 920 $ $ WARNING ARROW PANEL 26 I 2019-231-KB 13 102-78 TEMPORARY EA 50 $ $ RETROREFLECTIVE PAVEMENT MARKER 14 102-89-1 TEMPORARY CRASH LO 7 $ $ CUSHION, REDIRECTIVE OPTION 15 102-99 PORTABLE CHANGEABLE ED 1570 $ $ MESSAGE SIGN- TEMPORARY 16 102-104 TEMPORARY SIGNALIZATION ED 2376 $ $ AND MAINTENANCE OF INTERSECTION 17 102-107-1 TEMPORARY TRAFFIC ED 2376 $ $ DETECTION AND MAINTENANCE OF INTERSECTION 18 102-911-1 REMOVABLE TAPE LF 466 $ $ PAVEMENT MARKINGS- WHITE OR BLACK, SKIP 19 102-911-2 REMOVABLE TAPE LF 1885 $ $ PAVEMENT MARKINGS- WHITE OR BLACK, SOLID 20 102-911-3 REMOVABLE TAPE SF 731 $ $ PAVEMENT MARKINGS- WHITE OR BLACK, OTHER 21 102-912-2 REMOVABLE TAPE LF 10947 $ $ PAVEMENT MARKINGS- YELLOW, SOLID 22 104-10-3 SEDIMENT BARRIER LF 3327. $ $ 7 23 104-11 FLOATING TURBIDITY LF 121 $ $ BARRIER 24 104-18 INLET PROTECTION SYSTEM EA 77 $ $ 25 107-1 - LITTER REMOVAL AC 53.2 $ $ 26 107-2 MOWING AC 13.2 $ $ 27 108-1 MONITOR EXISTING LS 1 $ $ STRUCTURES-INSPECTION AND SETTLEMENT MONITORING 28 108-2 MONITOR EXISTING LS 1 $ $ STRUCTURES-VIBRATION MONITORING _ 29 108-3 MONITOR EXISTING LS 1 $ $ STRUCTURES- GROUNDWATER MONITORING 30 110-1-1 CLEARING AND GRUBBING AC 4.62 $ $ 31 110-4-10 REMOVAL OF EXISTING SY 8374 $ $ CONCRETE 27 I 2019-231-KB 32 120-1 EXCAVATION CY 356.1 $ $ 33 120-6 EMBANKMENT CY 13825 $ $ .4 34 160-4 TYPE B STABILIZATION SY 20413 $ $ 35 162-1-11 PREPARED SOIL LAYER SY 3014 $ $ 36 285-701 OPTIONAL BASE GROUP 01 SY 2812 $ $ (B-12.5 ONLY) 37 285-711 OPTIONAL BASE GROUP 11 SY 15839 $ $ (B-12.5 ONLY) 38 327-70-1 MILLING EXISTING ASPHALT SY 4561 $ $ PAVEMENT(1"AVG. DEPTH) 39 327-70-4 MILLING EXISTING ASPHALT SY 14789 $ $ PAVEMENT(3"AVG. DEPTH) 40 334-1-13 SUPERPAVE ASPHALTIC TN 3017. $ $ CONC,TRAFFIC C 7 41 337-7-83 ASPH CONC FC,TRAF C, FC- TN 2383. $ $ 12.5, PG 76-22 4 42 339-1 MISCELLANEOUS ASPHALT TN 5.8 $ $ PAVEMENT 43 400-0-11 CONCRETE CLASS NS, CY 82.3 $ $ GRAVITY WALL(FOR GRAVITY WALL 2' HEIGHT AVG.) 44 400-0-13 CONCRETE CLASS NS, CY 23.3 $ STEPS 45 400-4-8 CONC CLASS IV, BULKHEAD CY • 7 $ $ 46 415-1-6 REINFORCING STEEL- LB 1156 $ $ MISCELLANEOUS 47 415-1-8 REINFORCING STEEL- LB 720 $ $ BULKHEAD 48 425-1311 INLETS, CURB,TYPE P-1, EA 6 $ $ <10' 49 425-1321 INLETS, CURB,TYPE P-2, EA 7 $ $ <10' 50 425-1351 INLETS, CURB,TYPE P-5, EA 18 $ $ <10' 51 425-1355 INLETS, CURB,TYPE P-5, EA 1 $ $ PARTIAL 52 425-1361 INLETS, CURB,TYPE P-6, EA 12 $ $ <10' 53 425-1362 INLETS, CURB,TYPE P-6, EA 3 $ $ >10' 54 425-1521 INLETS, DITCH BOTTOM, EA 4 $ $ TYPE C, <10' 55 425-1529 INLETS, DITCH BOTTOM EA 8 $ $ TYPE C MODIFIED<10' (DRIVEWAY INLET SINGLE AND DOUBLE GRATE) 28 12019-231-KB 56 425-2-41 MANHOLES, P-7, <10' EA 9 $ $ 57 425-2-42 MANHOLES, P-7, >10' EA 1 $ $ 58 425-2-71 MANHOLES,J-7, <10' EA 6 $ $' 59 425-2-72 MANHOLES,J-7, >10' EA 30 $ $ 60 425-2-73 MANHOLES,J-7 PARTIAL(MH EA 17 $ $ RISER), <10'(INLINE 72" PIPE RISER) 61 425-5 MANHOLES ADJUST EA 47 $ $ 62 425-5-1 MANHOLES,ADJUST, EA 55 $ $ UTILITY 63 425-6 VALVE BOX ADJUST EA 250 $ $ 64 425-10 YARD DRAIN EA 62 $ $ 65 430-175- PIPE CULV,OPT MATL, LF 2131 $ $ 112 ROUND, 12"S/CD 66 430-175- PIPE CULV,OPT MATL, LF 32 $ $ 115 ROUND, 15" S/CD 67 430-175 PIPE CULV, OPT MATL, LF 993 $ $ 118 ROUND, 18"S/CD 68 430-175- PIPE CULV, OPT MATL, LF 1317 $ $ 124 ROUND,24"S/CD 69 430-175- PIPE CULV, OPT MATL, LF 164 $ $ 130 ROUND,30"S/CD 70 430-175- PIPE CULV, OPT MATL, LF 74 $ $ 136 ROUND, 36"-S/CD 71 430-175- PIPE CULV, OPT MAIL, LF 2080 $ $ 172 = ROUND,72"S/CD 72 431-1-1 PIPE LINER, OPTIONAL LF 68 $ $ MATERIAL, 0-24" 73 431-1-2 PIPE LINER, OPTIONAL LF 67 $ $ MATERIAL,25"-36" 74 436-1-1 TRENCH DRAIN, STANDARD LF 763 $ $ 75 444-75-1 DEEP WELL-PLUGGING OF EA 3 $ $ EXISTING WELLS 76 448-73 PUMP STATION (DRAINAGE LS 1 $ $ USE ONLY) 77 455-34-2 PRESTRESSED CONCRETE LF 280 $ $ PILING, 14" SQ. 78 515-1-2 PIPE HANDRAIL-GUIDERAIL, LF 971 $ $ ALUMINUM 79 520-1-10 CURB AND GUTTER TYPE"F" LF 6405 $ $ 80 520-2-4 CURB AND GUTTER TYPE"D" LF 503 $ $ 81 520-3 CONCRETE VALLEY GUTTER LF 332 $ $ 29 I 2019-231-KB 82 521-72-4 SHLDR CONC. BARRIER LF 1983 $ $ WALL, RIGID-RETAINING 83 522-1 CONCRETE SIDEWALK AND SY 4745 $ $ DRIVEWAYS,4"THICK 84 522-2 CONCRETE SIDEWALK AND SY 2341 $ $ DRIVEWAYS, 6"THICK 85 523-1-3 PATTERNED PAVEMENT, SY 223 $ $ VEHICULAR AREAS-GREEN BIKE LANE 86 526-1-1 PAVERS,ARCHITECTURAL, SY 227 $ $ ROADWAY 87 526-1-2 PAVERS,ARCHITECTURAL, SY 48 $ $ SIDEWALK 88 527-2 DETECTABLE WARNING SF 591 $ $ SURFACE 89 530-3-3 RIPRAP-RUBBLE, BANK AND TN 30.5 $ $ SHORE 90 536-1-0 GUARDRAIL-ROADWAY, LF 277 $ $ GENERAL TL-2 91 536-7-2 GUARDRAIL-SPECIAL POST EA 36 $ $ (SPECIAL STEEL POST PER CONC. STRUCT MOUNT) • 92 536-73 GUARDRAIL REMOVAL LF 1684 $ $ 93 536-85-24 GUARDRAIL END EA 2 $ $ TREATMENT-PARALLEL APPROACH TERMINAL 94 536-85-25 GUARDRAIL END EA 2 $ $ TREATMENT-TRAILING ANCHORAGE TYPE II • 95 536-85-26• GUARDRAIL END EA 1 $ $ • TREATMENT-TYPE CRT 96 544-75-1 CRASH CUSHION EA 1 $ $ 97 550-60237 FENCE GATE,TYPE B, EA 2 $ $ SLIDING/CANTILEVER, GREATER THAN 30' OPENNING 98 570-1-2 PERFORMANCE TURF, SOD SY 3014 $ $ 99 580-2-20, LANDSCAPE-RESET EA 5 $ $ EXISTING TREE IN PLACE WITH STAKING AND GUYING 100 630-2-12 CONDUIT LF 105 $ $ 101 635-2-11 PULL&SPLICE BOX, F&I, 13" EA 1 $ $ X 24"COVER SIZE 102 635-2-12 PULL&SPLICE BOX, F&I,24" EA 6 $ $ X 36"COVER SIZE 30 I 2019-231-KB , 103 695-1-1 TMS VEHICLE AXLE SENSOR, EA 2 $ $ NON-WEIGHT, F&I 104 695-6-12 TMS INDUCTIVE LOOP EA 2 $ $ ASSEMBLY 105 695-7-132 TMS CABINET, FURNISH & EA 1 $ $ INSTALL,TYPE 3, PEDESTAL MOUNT 106 700-1-11 SINGLE POST SIGN, F&I AS 72 $ $ GROUND MOUNT, UP TO 12 SF 107 700-1-12 SINGLE POST SIGN, F&I AS 13 $ $ GROUND MOUNT, 12 SF TO 20 SF 108 700-1-21 SINGLE POST SIGN, F&I AS 21 $ $ BARRIER MOUNT INDEX 11871 UP TO 12 SF 109 700-1-50 SINGLE POST SIGN AS 47 $ $ RELOCATE 110 700-1-60 SINGLE POST SIGN REMOVE AS 125 $ $ 111 700-3-101 SIGN PANEL, FURNISH& EA 1 $ $ INSTALL GROUND MOUNT, UP TO 12 SF 112 700-3501 SIGN PANEL, RELOCATE, UP EA 3 $ $ TO 12 SF 113 700-3601 SIGN PANEL, REMOVE, UP EA 7 $ $ TO 12 SF 114 706-3 RETRO-REFLECTIVE EA 518 $ $ PAVEMENT MARKERS 115 710-90 PAINTED PAVEMENT LS 1 $ $ MARKINGS, FINAL SURFACE 116 * PAINTED PAVT. MARKINGS, GM 2.371 $ $ WHITE, SOLID, 6" 117 * PAINTED PAVT. MARKINGS, GM 0.324 $ $ WHITE, SOLID,8" 118 * PAINTED PAVT. MARKINGS, LF 694 $ $ WHITE, SOLID, 18" 119 * PAINTED PAVT. MARKINGS, LF 1461 $ $ WHITE, SOLID, 24" 120 * PAINTED PAVT. MARKINGS, ,EA 26 $ $ WHITE, MESSAGE OR SYMBOL 121 * PAINTED PAVT. MARKINGS, EA 27 $ $ WHITE,ARROW 122 * PAINTED PAVT. MARKINGS, GM 0.758 $ $ WHITE, SKIP, 6"(10/30) 31 I 2019-231-KB • 123 * PAINTED PAVT. MARKINGS, GM 0.229 $ $ WHITE, SKIP, 6" (2/4) DOTTED GUIDELINE/6-10 DOTTED EXTENSION 124 * PAINTED PAVT. MARKINGS, LF 1502 $ $ WHITE, SOLID, 12" FOR CROSSWALK 125 * PAINTED PAVT. MARKINGS, GM 0.717 $ $ YELLOW, SOLID 6" 126 * PAINTED PAVT. MARKINGS, GM 0.18 $ $ YELLOW, SOLID 8" 127 * PAINTED PAVT. MARKINGS, LF 897 $ $ YELLOW, SOLID, 18" 128 * PAINTED PAVT. MARKINGS, SF 1094 $ $ YELLOW, ISLAND NOSE 129 710-11-160 PAINTED PAVT. MARKINGS EA 10 $ $ 130 711-11-124 THERMOPLASTIC, STD., LF 694 $ $ WHITE,SOLID, 18" 131 711-11-125 THERMOPLASTIC,STD., LF 295 $ $ WHITE, SOLID,24" FOR STOP LINE 132 711-11-141 THERMOPLASTIC, STD., GM 0.229 $ $ WHITE, SKIP, 6" (2/4) DOTTED GUIDELINE/6-10 DOTTED EXTENSION 133 711-11-160 THERMOPLASTIC, EA 26 $ $ STANDARD,WHITE, MESSAGE OR SYMBOL 134 711-11-170 THERMOPLASTIC, EA 27 $ $ STANDARD,WHITE,ARROW 135 711-11-224 THERMOPLASTIC,STD., LF 897 $ $ YELLOW, SOLID, 18" 136 711-14-123 THERMOPLASTIC, LF 1502 $ $ PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK 137 711-14-125 THERMOPLASTIC, LF 1166 $ $ PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK 138 711-14-160 THERMOPLASTIC, EA 16 $ $ PREFORMED,WHITE, MESSAGE 139 711-16-101 THERMOPLASTIC, OTHER GM 2.371 $ $ SURFACES,WHITE, SOLID,6" 140 711-16-102 THERMOPLASTIC, OTHER GM 0.324 $ $ SURFACES,WHITE, SOLID,8" 32 I 2019-231-KB 141 711-16-131 THERMOPLASTIC, OTHER GM 0.758 $ $ SURFACES,WHITE, SKIP, 6",10-30 SKIP 142 711-16-201 THERMOPLASTIC, OTHER GM 0.717 $ $ SURFACES,YELLOW, SOLID, 6" 143 711-16-202 THERMOPLASTIC, OTHER GM 0.18 $ $ SURFACES,YELLOW, SOLID, 8" 144 630-2-12 CONDUIT, FURNISH& LF 6800 $ $ INSTALL, DIRECTIONAL BORE 145 635-2-11 PULL&SPLICE BOX, F&I, EA 73 $ $ DIRECTIONAL, 13"X 24" COVER SIZE 146 641-2-12 PRESTRESSED CONCRETE EA 1 $ $ POLE, F&I,TYPE P-II SERVICE POLE 147 715-1-12 LIGHTING CONDUCTORS, LF 28398 $ $ F&I, INSULATED, NO.8-6 148 715-1-13 LIGHTING CONDUCTORS, LF 348 $ $ F&I, INSULATED, NO 4 TO NO 2 149 715-4-60 LIGHT POLE COMPLETE, EA 11 $ $ RELOCATE 150 715-4-70 LIGHT POLE COMPLETE, EA 15 $ $ REMOVE POLE AND FOUNDATION 151 715-7-11 LOAD CENTER, F&I, EA 2 $ $ SECONDARY VOLTAGE 152 715-7-21 LOAD CENTER, REWORK, EA 1 $ $ SECONDARY VOLTAGE 153 715-7-41 LOAD CENTER, REMOVE, EA 1 $ $ SECONDARY VOLTAGE 154 715-500-1 POLE CABLE DISTRIBUTION EA 47 $ $ SYSTEM, CONVENTIONAL 155 715-511- LIGHT POLE COMPLETE- EA 47 $ $ 130 SPECIAL DESIGN, F&I, SINGLE ARM SHOULDER MOUNT,ALUMINUM, 30' 156 630-2-12 CONDUIT, FURNISH & LF 3288 $ $ INSTALL, DIRECTIONAL BORE 157 632-7-1 SIGNAL CABLE-NEW OR PI 3 $ $ RECONSTRUCTED INTERSECTION, F& I 158 632-7-6 SIGNAL CABLE-REMOVE- PI 3 $ $ INTERSECTION 33 I 2019-231-KB 159 635-2-11 PULL&SPLICE BOX, EA 92 $ $ FURNISH &INSTALL, 13"X 24"COVER SIZE 160 639-1-122 ELECTRIC POWER SERVICE, AS 4 $ $ F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR 161 639-2-1 ELECTRIC SERVICE WIRE, LF 905 $ $ F&I 162 639-3-60 ELECTRIC SERVICE EA 3 $ $ DISCONNECT, REMOVE 163 641-2-12 PRESTRESSED CONCRETE EA 4 $ $ POLE, F&I,TYPE P-II SERVICE POLE 164 646-1-11 ALUMINUM SIGNAL POLES, EA 18 $ $ PEDESTAL 165 646-1-60 ALUMINUM SIGNALS POLE, EA 9 $ $ REMOVAL 166 649-21-4 STEEL MAST ARM EA 1 $ $ ASSEMBLY, F&I, DOUBLE ARM 40'-30' 1.67 649-21-6 STEEL MAST ARM EA 1 $ $ ASSEMBLY, F&I, SIGNLE ARM 50' 168 649-21-7 STEEL MAST ARM EA 1 $ $ ASSEMBLY, F&I, DOUBLE ARM 50'-30' 169 649-21-10 STEEL MAST ARM EA 3 $ $ ASSEMBLY, F&I, SINGLE ARM 60' 170 649-26-3 STEEL MAST ARM EA 5 $ $ ASSEMBLY, REMOVE, SHALLOW FOUNDATION- BOLT ON ATTACHMENT 171 650-1-14 TRAFFIC SIGNAL, F&I, AS 18 $ $ ALUMINUM, 3 SECT., 1 WAY 172 653-1-11 PEDESTRIAN SIGNAL, F&I, AS 16 $ $ LED COUNTDOWN, 1-WAY 173 653-1-12 PEDESTRIAN SIGNAL, AS 2 $ $ FURNISH& INSTALL LED COUNTDOWN,2 WAY 174 653-1-60 PEDESTRIAN SIGNAL AS 1 $ $ REMOVE PED SIGNAL- POLE/PEDESTAL TO REMAIN 175 660-4-11 VEHICLE DETECTION EA 3 $ $ • SYSTEM-VIDEO, F&I CABINET EQUIPMENT 176 660-4-12 VEHICLE DETECTION EA 8 $ $ SYSTEM-VIDEO, F&I ABOVE GROUND 34 I 2019-231-KB • 177 665-1-11 PEDESTRIAN DETECTOR, F& EA 20 $ $ 178 665-1-60 PEDESTRIAN DETECTOR EA 1 $ $ REMOVE-POLE/PEDESTAL TO REMAIN 179 670-5-140 TRAFFIC CONTROLLER AS 3 $ $ ASSEMBLY, F&I, MODEL 2070 180 670-5-400 TRAFFIC CONTROLLER AS 1 $ $ ASSEMBLY MODIFY 181 670-5-600 TRAFFIC CONTROLLER AS 3 $ $ ASSEMBLY REMOVE CONTROLLER WITH CABINET 182 700-3-201 SIGN PANEL. F&I, OVERHEAD EA 8 $ $ MOUNT, UP TO 12 SF 183 700-3-205 SIGN PANEL FURNISH & EA 1 $ $ INSTALL OVERHEAD MOUNT, 51-100 SF 184 700-3-601 SIGN PANEL, REMOVE, UP EA 1 $ $ TO 12 SF 185 700-4-112 OVERHEAD STATIC SEIGN EA 1 $ $ STRUCTURE, FURNISH & INSTALL, CANTILEVER,21 - 30 FT 186 700-5-21 INTERNALLY ILLUMINATED EA 8 $ $ SIGN, F&I, OVERHEAD MOUNT, UP TO 12 SF 187 • 700-12-32 SIGN BEACON, F&I AS 3 $ $ OVERHEAD MOUNT,TWO BEACONS SUBTOTAL BASE BID OPTIMA(ITEMS 1-1.87) $ 188 .Owner's Contingency LS 1 $1,500,000.00 $1,500,000.00 189 1 City Indemnification EA 1 $25.00 $25.00 SUBTOTAL CONTINGENCY AND INDEMNIFICATION OPTION A ITEMS 188-189) $1,500,025.00 GRAND TOTAL OPTION A(ITEMS 1-189) $ Bidder: Initials: ALTERNATE ITEMS FOR SIDE STREETS DRAINAGE OPTION A 190 425-2-41 MANHOLES, P-7, <10' EA. 3 $ $ 35 I 2019-231-KB 191 425-2-42 MANHOLES, P-7, >10' EA 1 $ $ 192 430-175- PIPE CULV, OPT MAIL, LF 4 $ $ 115 ROUND, 15"S/CD 193 430-175- PIPE CULV, OPT MATL, LF 49 $ $ 118 ROUND, 18"S/CD 194 430-175- PIPE CULV, OPT MATL, LF 1824 $ $ 124 ROUND, 24" S/CD 195 431-1-1 PIPE LINER, OPTIONAL LF 1158 $ $ MATERIAL, 0-24" 196 431-1-2 PIPE LINER, OPTIONAL LF 249 $ $ MATERIAL,25"-36" SUBTOTAL ALTERNATE SIDE STREETS OPTION A(ITEM 190-196) $ Bidder: Initials: CONTINUED ON THE FOLLOWING PAGE 36 I 2019-231-KB PROJECT TITLE: ITB NO. 2018-054-ZD INDIAN CREEK(SR A1A) -PHASE III IMPROVEMENTS FROM 25TH TO 35TH STREET OPTION B The TOTAL BASE BID amount includes the all-inclusive total cost for the work specified in this bid,consisting of fumishing all materials,labor,equipment,shoring,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. BIDDER MUST SUBMIT THIS ITB PRICE FORM FULLY COMPLETED,INCLUDING SECTIONS 1 AND 2,AS PART OF THE BID RESPONSE. FAILURE TO DO SO SHALL DEEM THE BIDDER NONRESPONSIVE. In the event of arithmetical errors between the division 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. Item • Pay Item Item Description Unit Quantity Unit Cost Extended Cost Number 1 101-1 MOBILIZATION LS 1 $ $ 2 102-1 MAINTENANCE OF TRAFFIC LS 1 $ $ (319 DA) 3 102-14 TRAFFIC CONTROL OFFICER MH 6180 $ $ 4 102-60 WORK ZONE SIGNS ED 73525 $ $ 5 102-71-15 TEMPORARY BARRIER, F&I, LF 96 $ $ ANCHORED 6 102-71-16 TEMPORARY BARRIER, F&I, LF 1876 $ $ FREE STANDING 7 102-71-25 TEMPORARY BARRIER, LF 48 $ $ RELOCATE,ANCHORED 8 102-71-26 TEMPORARY BARRIER, LF 2835 $ $ RELOCATE, FREE STANDING 9 102-74-1 CHANNELIZING DEVICE- ED 72210 $ $ TYPE I, II, DI,VP&DRUM 10 102-74-2 CHANNELIZING DEVICE- ED 10700 $ $ TYPE III-6'. 11 102-74-7 CHANNELIZING DEVICE- LF 336 $ $ PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) 12 102-76 ARROW BOARD/ADVANCED ED 530 $ $ WARNING ARROW PANEL 13 i 102-78 TEMPORARY EA 50 $ $ RETROREFLECTIVE PAVEMENT MARKER 37 1 2019-231-KB 14 102-89-1 TEMPORARY CRASH LO 4 $ $ CUSHION, REDIRECTIVE OPTION 15 102-99 PORTABLE CHANGEABLE ED 945 $ $ MESSAGE SIGN- TEMPORARY 16 102-104 TEMPORARY SIGNALIZATION ED 638 $ $ AND MAINTENANCE OF INTERSECTION 17 102-107-1 TEMPORARY TRAFFIC ED 638 $ $ DETECTION AND MAINTENANCE OF INTERSECTION • 18 102-911-2 REMOVABLE TAPE LF 1340 $ $ PAVEMENT MARKINGS- WHITE OR BLACK, SOLID 19 102-911-3 REMOVABLE TAPE SF 128 $ $ PAVEMENT MARKINGS- WHITE OR BLACK, OTHER 20 102-912-2 REMOVABLE TAPE LF . 8512 $ $ PAVEMENT MARKINGS- YELLOW,SOLID 21 104-10-3 SEDIMENT BARRIER LF 1807 $ $ 22 104-11 FLOATING TURBIDITY LF 121 $ $ BARRIER 23 104-18 INLET PROTECTION SYSTEM EA 55 $ $ 24 107-1 LITTER REMOVAL AC 20.45 $ $ 25 107-2 MOWING AC 3.27 $ $. 26 108-1 MONITOR EXISTING LS 1 4 $ STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 27 108-2 MONITOR EXISTING LS 1 $ $ STRUCTURES-VIBRATION MONITORING 28 108-3 MONITOR EXISTING LS 1 $ $ STRUCTURES- GROUNDWATER MONITORING 29 110-1-1 CLEARING AND GRUBBING AC 2.23 $ $ 30 110-4-10 REMOVAL OF EXISTING SY 4871 $ $ CONCRETE 31 120-1 EXCAVATION CY 417.9 $ $ 32 120-6 EMBANKMENT CY 9114.3 $ $ 33 160-4 TYPE B STABILIZATION SY 11391 $ $ 34 162-1-11 PREPARED SOIL LAYER SY 1501 $ $ 35 285-701 OPTIONAL BASE GROUP 01 SY 1494 $ $ (B-12.5 ONLY) 38 I 2019-231-KB 36 285-711 OPTIONAL BASE GROUP 11 SY 8875 $ $ (B-12.5 ONLY) 37 327-70-1 MILLING EXISTING ASPHALT SY 4561 $ $ PAVEMENT(1"AVG. DEPTH) 38 327-70-4 MILLING EXISTING ASPHALT SY 7006 $ $ PAVEMENT(3"AVG. DEPTH) 39 334-1-13 SUPERPAVE ASPHALTIC TN 2213.5 $ $ CONC,TRAFFIC C 40 337-7-83 ASPH CONC FC, TRAF C, FC- TN 1549.8 $ $ 12.5, PG 76-22 41 339-1 MISCELLANEOUS ASPHALT TN 11.3 $ $ PAVEMENT 42 400-0-11 CONCRETE CLASS NS, CY 61 $ $ GRAVITY WALL(FOR GRAVITY WALL 2' HEIGHT AVG.) 43 400-0-13 CONCRETE CLASS NS, CY 23.3 $ $ STEPS 44 400-4-8 CONC CLASS IV, BULKHEAD CY 7 $ $ 45 415-1-6 REINFORCING STEEL- LB 1156 $ $ MISCELLANEOUS 46 415-1-8 REINFORCING STEEL- LB 720 $ $ BULKHEAD 47 425-1201 INLETS, CURB, TYPE 9, <10' EA 1 $ $ 48 425-1311 INLETS, CURB,TYPE P-1, EA 2 $ $ <10' 49 425-1321 INLETS, CURB,TYPE P-2, EA 5 $ $ <10' 50 425-1351 INLETS, CURB,TYPE P-5, EA 10 $ $ <10' 51 425-1355 INLETS, CURB,TYPE P-5, EA 1 $ $ PARTIAL 52 425-1361 INLETS,CURB,TYPE P-6, EA 6 $ $ <10' 53 425-1521 INLETS, DITCH BOTTOM, EA 3 $ $ TYPE C, <10' 54 425-1529 INLETS, DITCH BOTTOM EA 3 $ $ TYPE C MODIFIED<10' (DRIVEWAY INLET SINGLE AND DOUBLE GRATE) 55 425-2-41 MANHOLES, P-7, <10' EA 5 $ $ 56 425-2-42 MANHOLES, P-7,>10' EA 1 $ $ 57 425-2-71 MANHOLES,J-7, <10' EA 3 $ $ 58 425-2-72 MANHOLES,J-7,>10' EA 12 $ $ 59 425-2-73 MANHOLES,J-7 PARTIAL(MH EA 4 $ $ RISER), <10'(INLINE 72" PIPE RISER) 39 I 2019-231-KB 60 425-5 MANHOLES ADJUST EA 47 $ $ 61 425-5-1 MANHOLES,ADJUST, EA 46 $ $ UTILITY 62 425-6 VALVE BOX ADJUST EA 150 $ $ 63 425-10 YARD DRAIN EA 43 $ $ 64 430-175- PIPE CULV, OPT MATL, LF 1394 $ $ 112 ROUND, 12"S/CD - 65 430-175 PIPE CULV,OPT MATL, LF 32 $ $ 115 ROUND, 15" S/CD 66 , 430-175- PIPE CULV, OPT MATL, LF 420 $ $ 118 ROUND, 18" S/CD 67 430-175- PIPE CULV, OPT MATL, LE 772 $ $ 124 ROUND,24"S/CD 68 430-175- PIPE CULV, OPT MATL, LF 103 $ $ 130 ROUND,30" S/CD 69 430-175- PIPE CULV, OPT MATL, LF 480 $ $ 172 ROUND, 72" S/CD 70 436-1-1 TRENCH DRAIN, STANDARD LF 416 $ $ 71 444-75-1 DEEP WELL-PLUGGING OF EA 3 $ $ EXISTING WELLS 72 448-73 PUMP STATION(DRAINAGE LS 1- $ $ USE ONLY) 73 455-34-2 PRESTRESSED CONCRETE LF 280 $ $ PILING, 14"SQ. 74 515-1-2 PIPE HANDRAIL-GUIDERAIL, LF 753 $ $ ALUMINUM 75 520-1-10 CURB AND GUTTER TYPE"F" LF 3986 $ $ 76 520-2-4 CURB AND GUTTER TYPE"D" LF 319 $ $ 77 520-3 CONCRETE VALLEY GUTTER LF 257 $ $ 78 521-72-4 SHLDR CONC. BARRIER LF 721 $ $ WALL, RIGID-RETAINING 79 522-1 CONCRETE SIDEWALK AND SY 3094 $ $ DRIVEWAYS,4"THICK 80 522-2 CONCRETE SIDEWALK AND SY 1479 $ $ DRIVEWAYS,6"THICK 81 526-1-1 PAVERS,ARCHITECTURAL, SY 213 $ , $ ROADWAY 82 526-1-2 PAVERS,ARCHITECTURAL, SY 24 $ $ SIDEWALK 83 527-2 DETECTABLE WARNING SF 371 $ $ SURFACE 84 530-3-3 RIPRAP-RUBBLE, BANK TN 30.5 $ $ AND SHORE 40 I 2019-231-KB 85 536-1-0 GUARDRAIL-ROADWAY, LF 418 $ $ GENERAL TL-2 • 86 536-7-2 GUARDRAIL-SPECIAL POST EA 36 $ $ (SPECIAL STEEL POST PER CONC.STRUCT MOUNT) 87 536-73 GUARDRAIL REMOVAL LF 1194 $ $ 88 536-8-12 APPROACH TRANSITION EA 1 $ $ CONNECTION TO RIGID BARRIER, FURNISH AND INSTALL,TL-2 89 536-85-24 GUARDRAIL END EA 3 $ $ TREATMENT-PARALLEL APPROACH TERMINAL 90 536-85-25 GUARDRAIL END EA 4 $ $ TREATMENT-TRAILING ANCHORAGE TYPE II 91 536-85-26 GUARDRAIL END EA 1 $ $ TREATMENT-TYPE CRT 92 544-75-1 CRASH CUSHION , EA 1 $ $ 93 550-60237 FENCE GATE, TYPE B, EA 2 $ $ SLIDING/CANTILEVER, GREATER THAN 30' OPENNING 94 570-1-2 PERFORMANCE TURF, SOD SY 1501 $ $ 95 ,580-2-20 LANDSCAPE- RESET EA 5 $ $ EXISTING TREE IN PLACE WITH STAKING AND GUYING 96 630-2-12 CONDUIT LF 70 $ $ 97 635-2-12 PULL&SPLICE BOX, F&I, 24" EA 6 $ $ X 36" COVER SIZE 98 700-1-11 SINGLE POST SIGN, F&I AS 50 $ $ GROUND MOUNT, UP TO 12 SF 99 700-1-12 SINGLE POST SIGN, F&I AS 8 $ $ GROUND MOUNT, 12 SF TO 20 SF 100 700-1-21 SINGLE POST SIGN, F&I AS 13 $ $ BARRIER MOUNT INDEX ' 11871 UP TO 12 SF 101 700-1-50 SINGLE POST SIGN AS 27 $ $ RELOCATE 102 700-1-60 SINGLE POST SIGN REMOVE AS 83 $ $ 103 700-3501 SIGN PANEL, RELOCATE, UP EA 3 $ $ TO 12 SF 104 700-3601 SIGN PANEL, REMOVE, UP EA 2 $ $ TO 12 SF 41 I 2019-231-KB 105 706-3 RETRO-REFLECTIVE EA 387 $ ,$ PAVEMENT MARKERS 106 710-90 PAINTED PAVEMENT LS 1 $ $ MARKINGS, FINAL SURFACE , 107 * PAINTED PAVT. MARKINGS, GM 1.579 $ $ WHITE, SOLID,6" 108 * PAINTED PAVT. MARKINGS, GM 0.168 $ $ WHITE, SOLID,8" 109 * PAINTED PAVT. MARKINGS, LF 519 $ $ WHITE, SOLID, 18" 110 * PAINTED PAVT. MARKINGS, LF 921 $ $ WHITE,SOLID, 24" 111 * PAINTED PAVT. MARKINGS, EA 14 $ $ WHITE, MESSAGE OR SYMBOL 112 * PAINTED PAVT. MARKINGS,; EA 19 $ $ WHITE,ARROW 113 * PAINTED PAVT. MARKINGS, GM 0.541 $ $ WHITE, SKIP,6"(10/30) 114 * PAINTED PAVT. MARKINGS, GM 0.072 $ $ WHITE, SKIP,6"(2/4) DOTTED GUIDELINE/6-10 DOTTED EXTENSION 115 * • PAINTED PAVT. MARKINGS, LF 935 $ $ WHITE,SOLID, 12" FOR CROSSWALK 116 * PAINTED PAVT. MARKINGS, GM 0.576 $ $ YELLOW, SOLID 6" 117 PAINTED PAVT. MARKINGS, GM 0.157 $ $ YELLOW, SOLID 8" 118 * PAINTED PAVT. MARKINGS, LF 769 $ $ YELLOW, SOLID, 18" 119 * PAINTED PAVT. MARKINGS, SF 900 $ $ YELLOW, ISLAND NOSE 120 710-11-160 PAINTED PAVT. MARKINGS 'EA 10 $ $ 121 711-11-124 THERMOPLASTIC, STD., LF 519 $ $ WHITE, SOLID, 18" 122 711-11-125 THERMOPLASTIC, STD., LF 203 $ $ WHITE, SOLID, 24" FOR STOP LINE 123 711-11-141 THERMOPLASTIC, STD., GM 0.072 $ $ WHITE, SKIP, 6"(2/4) DOTTED GUIDELINE/6-10 DOTTED EXTENSION 42 I 2019-231-KB 124 711-11-160 THERMOPLASTIC, EA 14 $ $ STANDARD,WHITE, MESSAGE OR SYMBOL 125 711-11-170 THERMOPLASTIC, EA 19 $ $ STANDARD,WHITE,ARROW 126 711-11-224 THERMOPLASTIC, STD., LF 769 $ $ YELLOW, SOLID, 18" 127 711-14-123 THERMOPLASTIC, LF 935 $ $ PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK 128 711-14-125 THERMOPLASTIC, LF 718 $ $ PREFORMED, WHITE, SOLID, 24"FOR CROSSWALK 129 711-14-160 THERMOPLASTIC, EA 13 $ $ PREFORMED,WHITE, MESSAGE 130 711-16-101 THERMOPLASTIC, OTHER GM 1.579 $ $ SURFACES,WHITE, SOLID,6" 131 711-16-102 THERMOPLASTIC, OTHER GM 0.168 $ $ SURFACES,WHITE, SOLID,8" 132 711-16-131 THERMOPLASTIC, OTHER GM 0.541 $ $ SURFACES,WHITE, SKIP, 6",10-30 SKIP 133 711-16-201 THERMOPLASTIC, OTHER GM 0.576 $ $ SURFACES,YELLOW, SOLID, 6" 134 711-16-202 THERMOPLASTIC, OTHER GM 0.157 $ $ SURFACES,YELLOW, SOLID, • 8" 135 630-2-12 CONDUIT, FURNISH & LF 4679 $ $ INSTALL, DIRECTIONAL BORE 136 635-2-11 PULL&SPLICE BOX, F& I, EA 55 $ $ DIRECTIONAL, 13"X 24" - COVER SIZE 137 641-2-12 PRESTRESSED CONCRETE EA 1 $ $ POLE, F&I,TYPE P-II SERVICE POLE 138 715-1-12 LIGHTING CONDUCTORS, LF 18487 $ $ F&I, INSULATED, NO.8-6 139 715-1-13 LIGHTING CONDUCTORS, LF 348 $ $ F&I, INSULATED, NO 4 TO NO 2 140 715-4-60 LIGHT POLE COMPLETE, EA 10 $ $ RELOCATE 141 715-4-70 LIGHT POLE COMPLETE, EA 8 $ $ REMOVE POLE AND FOUNDATION 43 I 2019-231-KB 142 715-7-11 LOAD CENTER, F&I, EA 2 $ $ SECONDARY VOLTAGE 143 715-7-21 LOAD CENTER, REWORK, EA 1 $ $ SECONDARY VOLTAGE 144 715-7-41 LOAD CENTER, REMOVE, EA 1 $ $ SECONDARY VOLTAGE 145 715-500-1 POLE CABLE DISTRIBUTION EA 33 $ $ SYSTEM, CONVENTIONAL 146 715-511- LIGHT POLE COMPLETE- EA 33 $ $ 130 SPECIAL DESIGN, F&I, SINGLE ARM SHOULDER MOUNT,ALUMINUM,30' 147 630-2-12 CONDUIT, FURNISH& LF 2108 $ $ INSTALL, DIRECTIONAL BORE 148 632-7-1 SIGNAL CABLE- NEW OR PI 2 $ $ RECONSTRUCTED INTERSECTION, F&I 149 632-7-6 SIGNAL CABLE-REMOVE- PI 2 $ $ INTERSECTION 150 635-2-11 PULL&SPLICE BOX, EA 61 $ $ FURNISH & INSTALL, 13"X 24"COVER SIZE 151 639-1-122 ELECTRIC POWER SERVICE, AS 3 $ $ F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR 152 639-2-1 , ELECTRIC SERVICE WIRE, LF 685 $ $ F&I .153 639-3-60 ELECTRIC SERVICE EA 2 $ $ DISCONNECT, REMOVE 154 641-2-12 PRESTRESSED CONCRETE EA 3 $ $ POLE, F&I,TYPE P-II SERVICE POLE 155 646-1-11 ALUMINUM SIGNAL POLES, EA 11 $ $ PEDESTAL 156 646-1-60 ALUMINUM SIGNALS POLE, EA 5 $ $ REMOVAL 157 649-21-6 STEEL MAST ARM EA 1 $ $ ASSEMBLY, F&I,SIGNLE ARM 50' 158 649-21-7 STEEL MAST ARM EA 1 $ $ ASSEMBLY, F&I, DOUBLE ARM 50'-30' 159 649-21-10 STEEL MAST ARM EA 3 $ $ ASSEMBLY, F&I, SINGLE ARM 60' 44 I 2019-231-KB 160 649-26-3 STEEL MAST ARM EA 4 $ $ ASSEMBLY, REMOVE, SHALLOW FOUNDATION- BOLT ON ATTACHMENT 161 650-1-14 TRAFFIC SIGNAL, F&I, AS 14 $ $ ALUMINUM, 3 SECT., 1 WAY 162 653-1-11 PEDESTRIAN SIGNAL, F& I, AS 10 $ $ LED COUNTDOWN, 1-WAY 163 653-1-12 PEDESTRIAN SIGNAL, AS 1 $ $ FURNISH &INSTALL LED COUNTDOWN, 2 WAY 164 660-4-11 VEHICLE DETECTION EA 2 $ $ SYSTEM-VIDEO, F&I CABINET EQUIPMENT 165 660-4-12 VEHICLE DETECTION EA 6 $ $ SYSTEM-VIDEO, F&I ABOVE GROUND 166 665-1-11 PEDESTRIAN DETECTOR, F EA 12 $ $ &I 167 670-5-140 TRAFFIC CONTROLLER AS 2 $ $ ' ASSEMBLY, F&I, MODEL 2070 168 670-5-600 TRAFFIC CONTROLLER AS 2 $ $ ASSEMBLY REMOVE CONTROLLER WITH CABINET 169 700-3-201 SIGN PANEL. F&I, EA 6 $ $ OVERHEAD MOUNT, UP TO 12 SF • 170 700-3-205 SIGN PANEL FURNISH & EA 1 $ $ INSTALL OVERHEAD MOUNT, 't11 51-100 SF 171 700-4-112 OVERHEAD STATIC SIGN EA. 1 $ $ STRUCTURE, FURNISH & INSTALL,CANTILEVER,21 - 30 FT 172 700-5-21 INTERNALLY ILLUMINATED EA 6 $ $ SIGN, F&I, OVERHEAD MOUNT, UP TO 12 SF 173 700-12-32 SIGN BEACON, F&I AS 3 $ $ OVERHEAD MOUNT,TWO BEACONS SUBTOTAL BASE BID OPTION B(ITEMS 1-173) $ 174 Owner's Contingency LS 1 $1,150,000.00 $1,150,000.00 175.- • City Indemnification EA: 1 $25.00 $25.00 SUBTOTAL CONTINGENCY AND INDEMNIFICATION OPTION A(ITEMS 174-175) $1,150,025.00 GRAND TOTAL OPTION A(ITEMS 1-175), $ Bidder: Initials: 45 12019-231-KB ALTERNATE ITEMS FOR SIDE STREETS DRAINAGE OPTION B 176 425-2-41 MANHOLES, P-7, <10' EA 2 $ $ 177 430-175- PIPE CULV, OPT MATL, LF 4 $ $ 115 ROUND, 15"S/CD 178 430-175- PIPE CULV, OPT MATL, LF 10 $ $ 118 ROUND, 18"S/CD ,179 430-175- PIPE CULV, OPT MATL, LF 1104 $ $ 124 ROUND,24"S/CD 180 431-1-1 PIPE LINER, OPTIONAL LF 918 $ $ MATERIAL, 0-24" SUBTOTAL ALTERNATE SIDE STREETS OPTION B(176-180) $ Bidder: Initials: 46 I 2019-231-KB Schedule of Values & Acknowledgement of Addenda (B3) Page l of 1 co .1 ilk Amendment 1 Amendment 6 Amendment 2 Amendment 7 Amendment 3 Amendment 8 Amendment 4 Amendment 9 Amendment 5 Amendment 10 Bidder: Initials: 47 12019-231-KB APPENDIX C AA, I AM I B E AC H Pre-Award Forms '.Rp._.MST8 'SIrBMITTE WITH THE BID QR WHIR `QAVS OF, REQUEST BY THE CITY.: Cl Bid Bond 48 I 2019-231-KB M1A I EACH • BID BOND KNOW ALL MEN BY THESE PRESENTS,that we, as Principal, hereinafter referred to as Contractor, and as Surety, are held and firmly bound unto the City of Miami Beach, Florida, as a municipal corporation of the State of Florida, hereinafter called the City, in the sum of five percent(5%) of the Contractor's Base Bid amount of$ lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally by these presents. WHEREAS, the Contractor contemplates submitting or has submitted, a Bid to the City for the furnishing of all labor, materials, equipment, machinery,tools, apparatus, means of transportation for, and the performance of the Work covered in the Bid Documents which include the Project Manual,the detailed Plans and Specifications, and any Addenda thereto, for the following solicitation. Bid No.: Title: WHEREAS,it was a condition precedent to the submission of said Bid that a cashier's check,certified check, or Bid Bond in the amount of five percent (5%) of the,Base Bid be submitted with said Bid as a guarantee that the Contractor would, if awarded the Contract,enter into a written Contract with the City for the performance of said Contract, within ten (10) consecutive calendar days after notice having been given of the Award of the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor within ten (10) consecutive calendar days after notice of such acceptance, enters into a written Contract with the City and furnishes the Performance and Payment Bonds, satisfactory to the City, each in an amount equal to one hundred percent (100%) of the Contract Price, and provides all required Certificates of Insurance, then this obligation shall be void; otherwise the sum herein stated shall be due and payable to the City of North Miami and the Surety herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America, as liquidated damages for failure thereof of said Contractor. 49 I 2019-231-KB IN WITNESS WHEREOF,the said Principal and the said Surety have duly executed this bond the day of ,20 . ATTEST: PRINCIPAL: (Contractor Name) Signature Signature Print Name Print Name(Principal) Title Title COUNTERSIGNED BY RESIDENT FLORIDA AGENT SURETY: OF SURETY: Signature (Surety Name) Print Name Attomey-in-Fact(Print Name) Signature (CORPORATE SEAL) (Power of Attomey must be attached.) 50 I 2019-231-KB APPENDIX D M1AM1BEACH Contract 51 I 2019-231-KB CONTRACT THIS CONTRACT ("Contract") is made and entered into as of the day of , 2019, 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 I 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 $ 52 I 2019-231-KB 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: Attn: With copies to: City Attorney City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 For Contractor: • Attn: 53 I 2019-231-KB 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] • 54 12019-231-KB APPENDIX E MA ANAI BEACH Plans & Specifications 55 I 2019-231-KB APPENDIX F NAIMAIBEACH Post Award Forms 56 I 2019-231-KB 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 BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 57 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.: BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 58 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. BID NO:2018-125-ZD CITY,OF MIAMI BEACH MIAMI BEACH 59 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. 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.: BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 60 CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the corporation named as Principal in the foregoing Performance and Payment Bond (Performance Bond and Payment Bond); that , who signed the Bond(s) on behalf of the Principal, was then of said corporation; that I know his/her signature; and his/her signature thereto is genuine; and that said Bond(s)was (were) duly signed, sealed and attested to on behalf of said corporation by authority of its governing body. (SEAL) Secretary (on behalf of) Corporation STATE OF FLORIDA ) SS COUNTY OF MIAMI-DADE Before me, a Notary Public duly commissioned, qualified and acting personally, appeared to me well known, who being by me first duly sworn upon oath says that he/she has been authorized to execute the foregoing Performance and Payment Bond (Performance Bond and Payment Bond) on behalf of Contractor named therein in favor of City. Subscribed and Sworn to before me this day of , 20 . My commission expires: Notary Public, State of Florida at Large Bonded by _ r BID NO:2018-125-ZD CITY OF MIAMI BEACH 61 MIAM{BEACH \ l 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. BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 62 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 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 BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMIBEACH 63 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 BID NO: 2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 64 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: BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 65 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 BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 66 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_ BID NO:2018-125-ZD CITY OF MIAMI BEACH MIAMI BEACH 67 miAmIBEAcH Procurement Department, 1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139, www.miamibeachfl.gov, 305-673-7490 ADDENDUM NO.3 INVITATION TO BID (ITB) NO. 2019-231-KB FOR.INDIAN CREEK(SR A1A)- PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET June 27, 2019 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). ..PURSUANT TO INVITATION TO BID°SUMMARY,.THE DEADLINE FOR QUESTIONS HAS PASSED'AND NO FURTHER QUESTIONS WILL BE CONSIDERE=D.. ACCORDINGLY,NO FURTHER EXTENSIONS TO THE DUE DATE FOR BIDS WILL BE `. ALLOWED. ._ . I. ITB DUE DATE AND TIME. The deadline for the receipt of bids is extended until 3:00 p.m., on Tuesday, July 2,2019. City of Miami Beach Procurement Department 1755 Meridian Avenue, 3rd Floor Miami Beach, Florida 33139 Late proposals will not be accepted. Proposers are cautioned to plan sufficient time to allow for traffic or other delays for which the Proposer is solely responsible. I. ANSWERS TO QUESTIONS RECEIVED. Q1: I had a technical question for the bid proposal. It is my general understanding we cannot submit a bid proposal with empty spaces. If so, there is a section of the cost proposal, in specific the paving markings, that we are forced to leave blank: Could you please clarify'? Please see below plan note: 15 Fri-AL s11Rf3£E IS HIT S.110= ., 000 0.0,54 0.07 1.013. 0011. 1i1TE.5111.133,IS 1a4 245 142 3 44 37 WE,501117,2.2 LF 63 257 50 t 154 153 tare 8I'S ._ 0' 5753', ,.. 4 4 7 RIM ARROW__ .. _..- ER ... .. 6 6 2 2 111TE :5.514' 8' 10"' 014 0.18. -r,019 00 7 +.074 0.,:.4. 111rE,SKIP,.9 7514)oi7rr87}C.2137E&'xGt.S-1?)0GT7.51s g#1 X2704 air 0.0S1 9P H E.SOLID. 17 FOR r-RQSS`trM.K 15 44, ....234 . i. 04 775. .. 177 ULWW 01, 0" 0H 0214- 0.04. 0.00 e:14t • , 1LLOW.50L1t1'8" ,.. ....r. _ 814 0±809 - 0035 r 0.041 e, 48 r 14 55 55 _� SF 5. - .... 51 1. L, 177 i.4"1E;114'5:ElfrTrf;ES/43?.410 744.00044 7M444'0 144.5 4$��F.Yl 5i41'.cE1:1.7."SUR.RAY PIER R5, 734-5Q, P.4r11r OSe`d;#F1r145.S 1. 1 AP:7 4 8022 APPL1C41100: 5114 574 1C.1'04 714 7 4"rNF R'4r: 4 ,spPurJTr 4 110•! - 11 Al:- Items 117 through 129 for Option A and items 108 through 120 for Option B should not be priced individually. Include price for these items in Item 116 for Option A and Item 107 for Option B. •1 ADDENDUM N0.3 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR AIA)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET Q2: Addendum #2 revised bid schedule adding separate line items for Optional Base Group 11 (Limerock)and Optional base group 11 (SP-12.5). The plans give the contractor an option of either or so why two separate bid items? In addition, by having the contractor bid on both the total bid is skewed. Please advise because this is a very large difference in pricing. In addition to me previous email regarding the optional base group 11, depending on what the City will require, SP12.5 or Limerock, greatly affects the MOT and schedule for the contractors, which ultimately affects the general conditions. So please clarify which option and dependent on the option that is selected will the contractor be entitled to additional MOT (LS) pay item and Mobilization GC (1)-LS? This will greatly affect the pricing the city will receive from the contractors. ' I A2: Contractors are required to bid both base options, After award of the project, the City will direct the successful contractor on the pavement option to be utilized and constructed. Compensation will be provided based on the corresponding bid item. Q3: What are the limits of the red (colored)sidewalk, they are not reflected in the plans. A3: All sidewalks and driveways within the right-of-way will be red. The color/material at all other sidewalks and driveways within the private properties have not been determined at this point. 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 RafaelGranadomiamibeachfl.qov Contact: Telephone: Email: Kristy Bada 305-673-7490 kristvbada(a?miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFP submission. Potential proposers,that have elected not to submit a response to the RFP are requested to complete and return the "Notice to Prospective Bidders" questionnaire with the reason(s) for not submitting a proposal. •erely, L__\_ lex is ro• :merit Director J tI 2 ADDENDUM N0.3 �w _.a .. _�. „�, __. _ INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET MIAMIBEACH Procurement Department, 1755 Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139, www.miamibeachfl.gov, 305-673-7490 ADDENDUM NO. 2 INVITATION TO BID (ITB) NO. 2019-231-KB FOR INDIAN CREEK (SR A1A) - PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET June 21, 2019 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). PURSUANT TO INVITATION TO BID SUMMARY, THE DEADLINE FOR QUESTIONS HAS PASSED AND NO FURTHER QUESTIONS WILL BE CONSIDERED. ACCORDINGLY, NO FURTHER EXTENSIONS TO THE DUE DATE FOR BIDS WILL BE ALLOWED. I. ATTACHMENT(S). Exhibit A: Pre-bid/Site Visit Sign-in Sheet Exhibit B: Technical Special Provisions (TSP) Exhibit C: Revised Bid Tender Form and Revised Schedule of Values (Appendix B, Form B1 and B2 of the ITB) Bid Tender Form A.•endix B form B1 of the ITB; Revised Via Addendum No. 2, Exhibit C FAILURE TO SUBMIT THE BID TENDER FORM (B1) 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. Schedule of Values A..endix B form B2 of the ITB; Revised Via Addendum No. 2, Exhibit C MUST BE SUBMITTED WITH THE BID OR WITHIN 3 DAYS OF REQUEST BY THE CITY. II. CLARIFICATION(S) 1. The city will provide a staging area to the successful bidder. 2. The pumps shall be manufactured by Flygt or ABS. All VFDs shall be Allen Bradley PowerFiex 750 Series. 3. Currently, there are two options for the base material in the revised schedule of values (Exhibit C), B-12.5 material (Black Base) and Limerock (added to schedule of values via Addendum No. 2, Exhibit C). Bid Items 37_& 38 for Option A and Bid Items 36 & 38 for Option B. It will be up to the City and FDOT to decide which is going to be used upon receipt of bids. Attached please find revised schedule of values (Exhibit C;Appendix B of the ITB) ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR.INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET 4. Revised Bid Tender Form (Appendix B form B1 of the ITB; Revised Via Addendum No. 2, Exhibit C FAILURE TO SUBMIT THE BID TENDER FORM (B1) 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. 5. Revised Schedule of Values (Appendix B form B2 of the ITB; Revised Via Addendum No. 2, • Exhibit C MUST BE SUBMITTED WITH THE BID OR WITHIN 3 DAYS OF REQUEST BY THE CITY. III. ANSWERS TO QUESTIONS RECEIVED. Q1: The original 2018 bid plans included plan sheet 92 with existing steel sheeting. The current bid plans on sheet 93 show no steel sheeting present. Since there is no "call out" on this, please clarify if the sheeting is non existing or will it need to be removed? Al: There is no proposed steel sheet piling. Please refer to the plan sets provided in this advertisement. In addition, sheet 93 shows proposed concrete piles and refers to the structural plans in section B-B. Q2: Please confirm that the Ecosense units for structures S159, S163 and S320.are in place with media already installed. Reference note 2 on Sheets 68 &69 wherein it states "Install filter media (furnish by the City)". A2: The Ecosense units are in place (S159, S163, S320). The filter media are in place. Note 2, on Sheets 95&96 of Option A and 68&69 of Option B, "Install filter media (furnish by the city)" is hereby removed from the scope. Scope listed in Note 1 and Note 3, remain unchanged. Q3: Please confirm full scope requirements for the Ecosense units. A3: Refer to the plan sets provided and response A2. The scope of work will include Note 1 and Note 3 of Sheets 95 &96 of Option A and 68 &69 of Option B. Q4: Temp Lighting states that the General Contractor shall provide temporary lighting that is to be bolted- . down or staked down on Type K barrier wall but then when you look,on the M.O.T. plans it shows water filled barrier wall please clarify? ' A4: The lighting needs to be installed on Type K Barrier walls. The walls would need to be placed behind the water filled barrier per standard. Q5: Your Pay item is for temporary barrier wall but in the plans its shown water fill wall which is not the same and is not approved for index 600. A5: FDOT pay item description was revised and the pay item does not apply for concrete barrier wall only. This was overwritten by Bulletin RDM 18-01. Refer to https://fdotwww.blob.core.windows:net/sitefin ity/docs/defa u It- source/content/design/bulletins/rdm18-01.l df?sfvrsn=aff88306 0 If the contractor feels the water filled barrier does not suffice they may exchange it for concrete barrier at their own cost. No additional cost will be reimbursed by the City for such a change. Q6: For the curb pad is the only option the black base (12.5)that can be used. A6: At the contractor's option, limerock base curb pad may be used in sections where the 2 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET • project calls for roadway reconstruction utilizing limerock base. No additionalcost will be reimbursed by the City for such a change. Q7: Can you please provide the sign in sheet from the pre-bid meeting for the above project? A7: Please refer to Exhibit A attached. Q8: The plans that are provided in Public Purchase suggest that specs are incorporated into the plan file see below file names: ' Appendix E-Plans and Specs-Up to 35th I`Appendix E-Plans and Specs-Up to 41st However there are no tech specs within these files, please advise where to find those A8: Sheet 1 of the plans references the governing standards and specifications. Please refer to the FDOT website for such specifications.The TSP is attached in Exhibit B. Q9: if bids come in higher than estimate will City have the funds to proceed with construction. Is the estimate for Option A and with Alternates? If so which Alternates? A9: Currently, the only available funding is 9.6 Million including contingency. It will be up to the City and FDOT to decide if more funding will be available after bids are received. The FDOT estimate does not include the Alternative work. - Q10: Our cursory review of the plans, brought up a discrepancy. The original 2018 bid plans included plan sheet 92 with existing steel sheeting as shown below(yellow highlight). 0 1 a n soc r 5•zr_ r 1t sit.q r..is-r iron ;w sPcsp r-5-1.4_ s-e2.___/.,,,,,,,, I. ssrrc SOWS P1:: i =ss+ ) - 7 . . L ��/j ",„« ‘ livoi,,": , „, „I._l r' �. . , , r � 409 s T •.' b y I 1'41 1. _.1z_.r �,1`.1.1.— ::-.o._r��Q. s_��•:�n.::.a.•',...toS,.x:<:1 I lug:^.`22:Y f PLAN VIEW SCALE:1°=5` B The current bid plans on sheet 93 show no steel sheeting present(see yellow highlight below). Since there is no"call out"on this, please clarify if the sheeting is non existing or will it need to be removed? 3 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET F , . _.. a.. §4, i sr, , cr s t. .,,...,,.�„ a x f4;t,. .., lakt r.. , ... map » � ' <.� f� 24 : _ �"S� 3S ylJ 7..�° w? . ' Cf � tlerA dV; 0 igi ,, . i ow P i", - l S a x*mk-...1s:. air,r,i2 it:1* 'st. ''.,rs.iV:SAs,.«°. r,;, 014 . r.,.?? ,F ':r16,4$ f ELAN ViAl. ` 'N. • ' sem.-.„aa,„„ m'rr B. �iyJ46 Iti'i 1 A10: There are no proposed steel sheet pilings. The latest plan shows the pending work. Please refer to the latest set of plans ONLY. See structural plans. Q11:Would you please share with us the Bid form in excel format also the plans in CADD ? Al1: The bid form was provided in excel format in Addendum No. 1. Plans will not beprovided • j in CADD. Q12: Appendix E of the above referenced ITB indicates that it should have plans and specifications. Appendix E has the two sets of plans (35th Street and 41st Street); however, there are no project specific specifications. On the cover sheet, it refers us to the FDOT Standard Specifications. Could you please confirm whether there are any project specific specifications? Al2: The project warranty and testing procedures will follow the FDOT standards. In the event of a conflict between the FDOT Special Conditions and any other provision of the ITB, the ' FDOT Special Provisions shall take precedence and control. See Exhibit B"for TSP. Q13: Under Option A:What is the quantity for Item 4,Work Zone Signs and Item 9, Channelizing Devices? A13: The Quantities are 106,100.00 for Item 4 and 101,335.00 for Item 9 for Option A. Refer to attached revised schedule of values(Exhibit C) 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(a miamibeachfl.gov , Contact: Telephone: Email: Kristy Bada 305-673-7490 kristybada(a�miamibeachfl.gov P posers are reminded to acknowledge receipt of this addendum as part of your RFP submission. Potential r pisers that have elected not to submit a response to the RFP are requested to complete and return the " of ce to Prospective Bidders” questionnaire with the reason(s)for not submitting a proposal. ex Den rocurei ent Director fVP--- , ' 4 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB : FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET • J • • Exhibit A: Pre-Bid/Site Visit Sign-in Sheet • • • • 5 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET r ' MIAMIBEACH CITY OF MIAMI BEACH PRE-BID MEETING SIGN-IN SHEET DATE: JUNE 4,2019 TITLE: ITB-2019-231-KB INDIAN CREEK(SR Al A) - PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET NAMES COMPANY NAME PHONE# S9 r naf e { F u ,1-77 RE:Ilia:24:4PR:4710 a9rietlicalo (PLEASE PRINT] EMAIL ADDRESS r r 1 ii KRISTY BADA PROCUREMENT DEPT.-CMB 305-673-74.90 kristybada@miamibeachfl.gov Sennt-ce' Tifizino -"J I IrQQ1iirNQ ,s+yefbA+nocDun iuevsal�ev�11-424 a. iw&/ i �5q j , t 73 1-4 • 6A--- pp • J 75 -Los-5960 FV.BER? A.�eptrtaEi,P 2,�C.O.t; DNN2CON>$AGT►N6cte• ESTQpAN2C8NfReGI�*�6:Cop\ 78G-yo2-99yZ �Ll j ti lj I 0. COosilidoprirui :the. (-fain;1 C- Hz/ nov-C anal q, 6-01Y b 99 r.AQ. UC-64 ,CSG/yqn� Gau no4) Fag'z t 'VOA Ric-rge►/L(caw" g51/-42L-/fl/ , 6 ; ADDENDUM NO.2 _ .... .. _ INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET - I MIAMI-BEACH CITY OF MIAMI BEACH PRE-BID MEETING SIGN-IN SHEET - I DATE: JUNE 4,2019 TITLE: ITB-2019-231-KB INDIAN CREEK(SR Al A) - PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET teftg-4aArriga'':4ZZ:=M7cf:'eo'o-xwwiaz;mommitA'i5.445.54-kg-N FAX# tai:AO (PLEASE PRi: EMAIL ADDRESS xrAliaTtIit _ 141-r, Gli.:1 Ore til4QMtic1a ,9rr �Yra69�.1' /ZI i/�iCr(J z @kviry. c4,47(1A1ke 3C44- ,�€c5 WIME5SAnrM YeJu*abf E dePscim, i t i Gic'€Q16 'C' c,. - vo0\, tmD. �• e Seri Tctc2-�c nc cc cMQ Act- A rid\3:09fareel .(' ��e .I� ncer�, • til cy h 2 7 ` ADDENDUM NO.2 • INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE,III IMPROVEMENTS FROM 25TH TO 41ST STREET (AMAMI BEACH CITY OF MIAMI BEACH SITE VISIT SIGN-IN SHEET DATE: JUNE 4,2019 TITLE: ITB-2019-231-KB INDIAN CREEK(SR Al A) - PHASE HI IMPROVEMENTS FROM 25TH TO 41ST STREET NAME COMPANY NAME PHONE# Signature (PLEASE PRINT) 1 E-MAIL ADDRESS KRISTY BADA PROCUREMENT DEPT.—CMB 305-673-7490 kristybada0miarnibeachfl.gov ck,A4s) (001t> ,C1CP4, Q ct) AVAoec rv‘Kr, 4,..cp arc /Ix(-1,471Q° /7>f /0,0cur/ /0,,,--„re cAtArA. gert-e (g*qo 691 r. 1taL IX/Wir‘, 5gwo/eiy- LIzed.,03. I- 141 (7615,a9 ji A42/37)5 / / /11,1041 .71 9 e cIrs---et/6/74A) ft:Dom-IL A-7144 Uzyiel Rv6-0 PR/C //40ft. corn 9:57- -122/ Cl 1\0)--,;,-) /.(7),/1 (-0 (-) DO c.ic\ reVile -731. Sc 7 lld)/ 5\p„.>e-. r2aV iM K-6 (11 5.S0-64- e65e-t 465 yh e tyy 1w/2 004 1105-a ti 4Wrort LA 15-Y- Ce..)c‘16763.4' >14;14‘ Epel kl0fili/1 PI C v-Kokinyrz,lqs4 -zatA Ar0,-Ave. c„, ay *c- rnqn • t/ic • 1 • 8 fthiD„r,)-TTEI)gzi-r(§).BD(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR AlA)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET • ,f\11 AMI B EAC H �. CITY OF MIAMI BEACH SITE VISIT SIGN-IN SHEET DATE:JUNE 4,2019 TITLE: ITB-2019-231-KB INDIAN CREEK(SR AIA) -PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET :NAME.µ COMPANY NAl4IE PHONE# FAX# (PLEASE PRIM) EMAIL ADDRESS Vtc, (A/ I k a !/ - VVl E-V�C.;-41.44• " `(iv�oo•G�- ��G� 1(ut c- A 3L Oo •cs.2'hu 61 .LLC. l 86 yo2.--1142 NL..6E(CC.- 4$6U E Z CsioLl "QANZ Con'Vcwri N5.Cot" '16/(1 Adtiq PalnvS LAAvtrA Ps tta 62,1,5 G opt; Gii—tokOGou nc4 -u t l!vt¢,Cea1 z3`-5°I7 Spiv-dem 4M440i&D lr1,41114055 =moo SWOT?lifittleCik JUAALP.,Sok +U'AW. 1,e' ,•o 56 e:,„ 67 " er:s 600 e `f�1 Qo_ .co n'T 3 83-7 y kc_ jKac� �x ��c iAr.�loer�c ��! (?D3) 6-3-1011 2 9 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET • Exhibit 6: TSP • • 10 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET June 21,2019. PREPARED BY: Maher Maaliki./Hans Ribbeck/Carlos Ribbeck F D cji. ._ ----. -— SPECIFICATIONS PACKAGE Contract Number: FINANCIAL PROJECT ID(S):439228-2-58-01 DISTRICT SIX MIAMI-DADE COUNTY The July 2017 Edition of the Florida Department of Transportation Standard Specifications is revised as follows: I hereby cert6 that this specifications package has been properly prepared by me, or under my responsible charge,in accordance with procedured by the.Florida Department of Transportation. e."1:11111///� N i:-----.. Signature and Seal: , -•� s‹' 7 - Date: -`*b6/21/2049-01 *` State of Florida, STATE OF I Professional Engineer,License No.: %.13 6k9 t QP,:2 Firm Name: /� ' _ .i..Inc. Firm Address: ' ( k treet.Suite 205 City,State,Zip Code: Mi iik13 186 Certificate of Authorization.Number: 27592 Page(s): 33 -1- FPID(S):439228-2-58-01 11 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET SPECIAL PROVISIONS 5 AWARD AND EXECUTION OF CONTRACT—PUBLIC RECORDS- 6 SCOPE OF WORK—INTENT OF CONTRACT 6 LEGAL REQUIREMENTS AND RESPONSIBBILITY TO THE PUBLIC —LAWS TO BE OBSERVED-COMPLIANCE:WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS(EAGLE) 6 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC —LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE'REGULATIONS(GOPHER TORTOISE) 7 LEGAL REQUIREMENTS AND.RESPONSIBILITY TO THE PUBLIC —LAWS TO BE OBSERVED-COMPLIANCE WITH. FEDERAL.ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS(MANATEE). LEGAL REQUIREMENTS AND.RESPONSIBILITY TO THE PUBLIC —LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS(SAWFISH). • 8 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE:PUBLIC —LAWS TO BE OBSERVED-COMPLIANCE.WITH. FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS(SEA TURTLE),,,_.,_................... 9 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC —LAWS TO BE OBSERVED-COMPLIANCE WITH"FEDERAL ENDANGERED SPECIES"ACT AND OTHER WILDLIFE REGULATIONS(INDIGO SNAKE). 10 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE.PUBLIC —LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS(STURGEON) :....... 10 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC' -WORK OR STRUCTURES IN NAVIGABLE'WATERS OF THE U.S.,.WATERS OF THE U.S.AND WATERS OF'THE -STATE To). ... ......... .....::.::..::..:.....1.1 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC.... —PRESERVATION OF EXISTING PROPERTY OPERATIONS WITHIN THE RAILROAD RIGHT=OF-WAY 12 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC. —`PRESERVATION OF-EXISTING PROPERTY—UTILITIES ARRANGEMENTS FOR PROTECTION OR ADJUSTMENT: 13 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE.PUBLIC —PRESERVATION OF EXISTING PROPERTY-UTILITIES— UTILITY ADJUSTMENTS(Utility Work Schedules). •. • 13 LEGAL REQUIREMENTS AND:RESPONSIBILITY TO THE PUBLIC -2 • FPID(S):43 9228-2-58-01 12 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET -EQUAL.EMPLOYMENT OPPORTUNITY REQUIREMENTS. 14 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC —PREFERENCE TO STATE RESIDENTS........_...:... 16 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE,PUBLIC —E-VERIFY: 16 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC —SCRUTINIZED COMPANIES. 17 PROSECUTION AND PROGRESS—PROSECUTION OF WORK— BEGINNING WORK(Archaeological Monitor). 17 PROSECUTION AND PROGRESS PROSECUTION OF WORK— BEGINNING WORK(Barge Use) 17 PROSECUTION AND PROGRESS—PROSECUTION OF WORK— BEGINNING WORK....:, 18 PROSECUTION AND'PROGRESS-PROSECUTION O_F WORK— STATEWIDE DISPUTES REVIEW BOARD 18 PROSECUTION AND PROGRESS-LIMITATIONS OF OPERATIONS'-CONTAMINATED MATERIALS.(MERCURY- CONTAINING DEVICES"AND LAMPS) MAINTENANCE OF TRAFFIC ...................... ....>.::: ..:. 21 PREVENTION,CONTROL,AND ABATEMENT OF EROSION AND. WATER POLLUTION—CONTROL OF CONTRACTOR'S OPERATIONS WHICH MAY RESULT IN WATER POLLUTION ..,. ::. 22 PREVENTION,CONTROL,AND ABATEMENT OF EROSION CONTROL AND WATER POLLUTION—CONSTRUCTION REQUIREMENTS-CONTAINMENT WORK.PLAN. 22 CEMENT CONCRETE PAVEMENT(Colored Concrete). 23 LANDSCAPING :.,: ..._, :;:.. 24 -GENERAL REQUIREMENTS FOR TRAFFIC..CONTROL.SIGNALS AND DEVICES 26 CONDUIT—INSTALLATION REQUIREMENTS=GENERAL 27 r SIGNAL CABLE—INSTALLATION REQUIREMENTS NUMBER OF CONDUCTORS ..:.._ ::28 PULL,SPLICE,AND JUNCTION BOXES—MATERIALS--PULL AND SPLICE BOXES-DIMENSIONS. 29 ELECTRICAL POWER SERVICE ASSEMBLIES—MATERIALS— ELECTRICAL SERVICE WIRE, ........, 29 HIGHWAY LIGHTING SYSTEM :,29 HIGHWAY LIGHTING MATERIALS. 30 APPENDICES 32 TECHNICAL SPECIAL PROVISIONS. 33 -3- FPID(S):439228-2-58-0 1 13 I ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET -4- FPID(S):43 922 8-2-58-01 14 ? ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET • SPECIAL PROVISIONS • • • • -5- FPID(S):439228-2-58-01 15 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET AWARD AND EXECUTION OF CONTRACT—PUBLIC RECORDS_ (REV 10-17-16)(FA 10-24-16)(1-19) ARTICLE 3-9 is expanded by the following: IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119,FLORIDA STATUTES,TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT,CONTACT THE CUSTODIA N OF PUBLIC RECORDS AT: District.6 305-470-5435 D6prcustodian(eedot.state:fl.us Florida Department of Transportation. District 6—Office of General Counsel 1000 NW 111 Avenue Miami,FL 33172-5800 SCOPE OF WORK—INTENT OF CONTRACT. (REV 8-19-09)(FA 8-24-09)(1-19) ARTICLE 4-1 is expanded by the following: The Improvements under this.Contract consist of :lace driptirOhe�r .. The summary of pay items for this project is listed in the Plans. LEGAL REQUIREMENTS:AND RESPONSIBILITY TO THE PUBLIC—LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS(EAGLE): (REV 6-16-17)(FA 6-28-17)(1-19) SUBARTICLE 7-1.4 is being expanded by the following new Sub article:. 7-1.4.1 Additional Requirements for Bald Eagles(Haliaeetus leucocephalus): The following active,bald eaglenests are located within 660 feet of the project as shown in the Plans: a sial 6note t 1. h buffer zonD nest fall MItI1U1 -6- FPID(S):439228-2-58-01 16 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET No construction activities can occur,including staging of equipment,. within 330 feet of any active bald eagle nest during,nesting season(October 1—May 15,or until all nestlings fledge). ' Conduct construction activities occurring between 330 feet and 660 feet, from an active bald eagle nest during nesting season as directed by the Engineer,who will act in coordination with the nest monitor provided by the Department.Stop work when directed by the Engineer and do not resumework within the monitoring area until approval is received from the Engineer. Construction activities more than 660 feet from a nestmay be conducted,. at any time of year,with-no coordination required with the.USFWS or FWC. Whennew or alternate nests are observed,follow the bald eagle species guidelines posted in the URL address in 7-1.4. LEGAL REQUIREMENTS AND RESPONSIBILITY TO-THE PUBLIC—LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND. OTHER WILDLIFE REGULATIONS(GOPHER TORTOISE). (REV 6-15-17)(FA 6-20-171(1-19) SUBARTICLE 7-1.4 is expanded by the following new Subatticle: 7-1.4.1 Additional Requirements for Gopher."Tortoises(Gopherus Polyphemus):Certain gopher tortoise burrows are to remain within the project area,as shown in the Plans,and must be protected.Avoid ground disturbing impacts within a 25 foot radius of each burrow.-Install and maintain silt fence in accordance with Section 104 as a means of burrow avoidance,ensuring that it opens towards the offsite project limits,does not herd tortoises toward. an obstacle,.and that burrows are notfiilly encircled.Install fence prior to any other construction activity',.Replace fence in the same location as the original fence. Remove fence-upon completion ofconstruction. Silt fence intended for burrow avoidance may also be used as silt fence for erosion control butshall not be considered as the only"silt fence needed for erosion control purposes within the project limits. Follow the gopher tortoise species requirements posted in the.URL address in 7-1.4 when gopher tortoises are observed or previously unidentified burrows are discovered. LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC—LAWS TO BE OBSERVED-'COMPLIANCE WITH FEDERAL ENDANGERED SPECI'ES ACT AND OTHER WILDLIFE,REGULATIONS(MANATEE). . (REV 6-15-17)(FA 6-20-17)(1-19) SUBARTICLE 7-L4 is expanded by the following new Subarticle: 7-1.4.1 Additional Requirements for Manatees (Trichechus manatus):The Department has determined that the project occurs within the known habitat of manatees. -7- FPlD(S)_439228-2-5 8-01 17 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET The Department will provide instruction at apreconstruction meeting regarding: 1.The presence of the species and manatee speed zones. 2.The appearance,habits and biology of the species. 3.Their protected status. 4.The need to avoid collisions with andinjury to the species. 5.The need to avoid any actions that would jeopardize the existence of these species.. 6.The civil and criminal penalties for harming,harassing;or killing these species. Advise all Work crews of this.information. Operate all vessels at".Idle Speed/No Wake"atall times while in the construction area and while in water where the draft of the vessel provides less than a.four-foot clearance from the bottom.Follow routes of deep water whenever possible. Donot dredge river bottom for barge access. Lower all equipment or material to the mudline:in a controlled descent.Do not allow freefall of any equipment or material below the water surface. Advise all on-site project personnel they are responsible for observing• water-related activities for the presence of manatees.Follow the requirements posted in the URL address in Spec 7-1.4 when manatees are observed. Except for projects in.Bay,Escambia,Franklin,Gilchrist,Gulf,Jefferson,. Lafayette,Okaloosa,Santa Rosa,Suwannee and.Walton: 1.Sediment or turbidity barriers,shall be made of material which manatees cannot become entangled,shall be secured,and shall bemonitored to avoid manatee entanglement or entrapment.Barriers must not impede manatee movement_ 2.Temporary signs.concerning manatees.shall be posted prior to and during all in-water project activities.All signs are to be removed by the Contractor upon completion of the project.Temporary signs that have already been approved for this use by the FWC must be used.One sign which reads"Caution:Boaters",must be posted in a location conspicuous to boating.traffic.A second.sign measuring at least 8-1/2 inches by 11 inches, explaining the requirements for"Idle Speed/No Wake"and the shutdown of in-water operations, must be posted in at least one locationprominently visible to all onsite personnel engaged in water-related activities.These signs can be viewed at: https://mvfwc:com/wildlifehab itats/wildlife/manatee/education-for-marinas/ LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC—LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDLIFE REGULATIONS(SAWFISH). (REV 5-25-17)(FA 6-13-17)(1-19) SUBARTICLE.7-1.4 is expanded by the following new Subarticle: 7-1.4.1 Additional Requirements for Smalltooth Sawfish(Pristis pectinata): The Department has determined that the project occurs within the known habitat of smalltooth sawfish. -8 FPID(S):439228-2-58-01 18 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET The Department will provide instruction at apreconstruction meeting regarding: 1.The presence of species and limits of critical habitat. 2.The appearance,habits and biology of the species. 3.Their protected status. 4.Theneed to avoid collisions with these species. 5.The need to avoid any actions that would jeopardize the existence of these species. 6.The civil and criminal penalties for harming,harassing;or killing these:species. Advise all work crews of"this information. Provide sediment and turbidity barriers constructed of materialin which a smalltooth sawfish cannotbecome entangled. Secure and monitor the sediment and turbidity barriers to avoid protected species entrapment.Sediment and turbidity barriers may not block smalltooth sawfish entry to or exit from designated critical habitat without prior approval of the Engineer and concurrence from'the National Marine Fisheries Service's Protected Resources Division,St.Petersburg,Florida. Operate all vessels at"Idle Speed/No Wake.."at all timeswhile in the construction area and while in water where the draft of the vessel provides lessthan a four;foot clearance:from the bottom-Follow marked channels orrroutes.of deep water whenever possible. All on-site project personnel are responsible for observing water-related activities for the presence of smalltooth sawfish.When smalltooth sawfish are observed,follow the smalltooth sawfish guidelines-posted in the URL address in 7-1,4 • LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC '-LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED SPECIES ACT AND OTHER WILDL'IFE REGULATIONS(SEA TURTLE). (REV 5-25-17)(FA.6-28-17)(1-19) $UBARTICLE 7-1.4 is expanded by the following new Subarticle:: 7-1.4.1 Additional Requirements for Sea Turtles(Caretta caretta, Chelonia inydas,Dermochelys coriacea,Lepidochelys kempi,Eretmochelys imbricate): The Department has determined that the-project occurs within the known habitat of sea turtles.. The Department will provide instruction at a pre-construction meeting regarding: 1.The presence of species and limits of`critieal habitat. 2.The appearance;habits and biology of the species. 3.Their protected `status. 4.The need to avoid collisions with these species. 5 The need to avoid any actions that would jeopardize the existence of these species. 6:The civil and criminal penalties for harming,harassing,or killing these species.. -9- FP1D(S):439228-2-5 8-01 19 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR.INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET , Advise all work crews of this.information. Provide sediment and turbidity barriers constructed of material in which a sea turtle cannot become entangled,_Secure and monitor the sediment and turbidity barriers to avoid protected species entrapment. Sediment and turbidity barriers may not block sea turtle entry to or exit from designated critical habitat without.prior approval of the Engineer and concurrence from the National Marine Fisheries Service's Protected.Resources Division,St. Petersburg,,Florida. Operate all vessels at"Idle Speed/No Wake"at all times while in the construction area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. Follow marked channels or routes of deep water whenever possible. All on-site project personnel are responsible for observing water-related activities for the presence of sea turtles. When sea turtles are observed;follow the sea turtle species guidelines posted in the URL address in 7-1,4- , LEGAL.REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC—LAWS TO BE OBSERVED-COMPLIANCE WITH FEDERAL ENDANGERED.SPECIES ACT AND OTHER WILDLIFE REGULATIONS(INDIGO SNAKE). (REV 5-25-17)(FA 6-13-17)(1-19) SUBARTICLE 7-1.4 is expanded by the following: 7-1.4:1.Additional Requirements for Eastern Indigo Snake(Drv:iiarchon corals couperi):The Department has determined that eastern indigo snake habitat exists in the project limits.Implement the.Standard Protection Measures for the Eastern Indigo Snake I published by the US Fish and.Wildlife Service which are available at http//www.fws:uov/northflorida/IndigoSnakes/20130812,Eastem__indigo snake Standard Prot ectionMeasures.htm LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC—LAWS.TO BE OBSERVED COMPLIANCE WITH FEDERAL ENDANGERED:SPECIES ACT AND OTHER WILDLIFE REGULATIONS(STURGEON). (REV 5-25-17)(FA 6-28=17)(1-19) SUBARTICLE 7-1.4 is expanded by the following new Subarticle: 7-1.4.1 Requirements for Atlantic Sturgeon,Gulf subspecies(Acipenser oxvrinchus desotoi):The Department has determined that the project occurs:within the habitat of gulf sturgeon. The Department will provide instruction at a preconstnrction meeting regarding: 1.The presence of the.spCcies. 2.The appearance,habits,biology,migratory patterns and preservation of the species. 3.Their protected status. J -10- FPID(S):439228-2-58-01 20 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET 4.The need to avoid collisions with these species. 5.The need to avoid any actions that would jeopardize the existence of these species.. 6.The civil and criminal penalties for harming,harassing,or killing these-species.. 7.The times of year when the spotter willbe required.. Provide a spotter at appropriate times of the year duringin-water construction activities to maintainconstantsurveillance for the species;assure adherence to the requirements posted in the URL address in Spec 7-1.4;and assure that uninhibited passage for thesefish is provided. Post signs onsite warning of the:presence of sturgeon and their federal protection. Use floating turbidity barriers of appropriate dimension to restrict sturgeon accessto or entrapment in the work area.Properly secure,regularly monitor and maintain all deployed sediment and turbidity bathers to prevent entanglement and entrapment.Immediately free sturgeon trappedin sediment or turbidity barriers.. Do not dredge theriver bottom for barge access.. Lower all equipment or material to the mudline in a controlled descent. Do not allow freefall of any equipment or material below the water surface. LEGAL.REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC-WORK OR STRUCTURES IN NAVIGABLE WATERS OF THE US,WATERS OF THE U.S.AND WATERS OF THE STATE(DISCHARGE TO). (REV 6-9-15)(FA 7-22-15)(1-19) SUBARTICLE 7-2.2 is expanded by the following: The"State of Florida Department of Environmental Protection(DEP)Generic Permit for Stormwater Discharge from Large and Small Construction Activities"applies to this Contract.Obtain a copy of the permit through the:Department's website and comply with the requirements of the permit.The URL forr obtaining a copy of the permit is http//www.dep state.fl.us/water/stormwater/npdes/permits forms.htm In accordance with the requirements of the DEPgeneric permit,accept: responsibility for the following: (a)Preparation,execution and submission of DEP Generic Permit.Notice of Intent.(NOI)and payment of associated fee(s) (b)Preparation and submission of Erosion Control.Plan as outlined in Section 104 (c)Any Contractor initiated SWPPP modifications (d)Performing inspections using a qualified inspector (e)Completion of SWPPP construction inspection reports (f)Executing associated certification forms provided by the Engineer (g)Preparation,execution and submission of Notice of Termination (NOT)of the DEP Generic Permit.coverage. -11- FPID(S):439228-2-58-01 21 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET I i Use the SWPPP Construction Inspection Form provided by the Engineer to report all inspection findings and to document all corrective actions taken as a resultOf the inspection. Sign each inspection reportand submit it weekly to the Engineer. LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC— PRESERVATION OF EXISTING PROPERTY=OPERATIONS WITHIN THE RAILROAD RIGHT-OF-WAY. (REV 8-21-17)(1-19) - ) SUBARTICLE 7-11.4 is deleted and the following substituted: 7-11-4 Operations within the Railroad Right-of-Way: 7-11.4.1 Notification to the Railroad Company:Notify thesuperintendent of the railroad company,as shown in the Plans,and the Engineer at least:72 hours before beginning any operation within the limits of therailroad right-of-way;any operation requiting movement of employees„trucks,or other equipment across the tracks of the railroad company at other than an established public crossing;and any other worlcthat.May affect railroad;operations orproperty,. NotifyMiami-Dade County Department of Transportation and Public Works(DTPW),Office of Safety&Security representative,as shown in the Plans,and the' Engineerat least 48 hours before initiating any work within 30 feet of a:DTPW busway, Metrorail,.or Metromover facility.Notify DTPW bus traffic control center as shown in the"Plans in an emergency situation. 7-11.4.2'Contractor's Responsibilities Comply with whatever requirements an authorizedrepresentative of the railroad company deemsnecessary inorder to safeguard the: railroad's property and;operations.The Contractor is responsible for all damages delays,or injuries and all suits,actions,or claims brought on account of damages or injuries resulting from the Contractor's operations within or adjacent to:railroad company right-of--way 7-11.4.3 Watchman'or Flagging Services:The railroad company will furnish protective services(i.e.,watchman or flagging services)to ensure-the safety of railroad operations duringcertain periods of the project.The Department will reimburse the railroad company for the cost thereof Schedule work that affects railroad operations so as to mirin ize the need for protective services by the railroad company, Do not operate a crane or perform aerial work(boom trucks,cherry ,pickers,scissor lifts,cranes,etc.)within a 30 feet zone extending,outward from the_outet most. edges of the DTPW's Metrorail/Metromover guideway unless a DTPW monitor is present.Include the cost for the DTPW;spotter:in related payitems of workfor which the spotter will be,required "A,DTPW spotter will be provided at a cost of$23.53 per hour,including one additional hour travel time(30 minutes to and from the project).These employees report to work for either a minimum four hour half shift or for a full eight hour shift.Minimum billing will be four hours.Ifwork:is cancelled,the Contractoris responsible for the hours unless cancellation is received at least 24 hours in advance of the scheduled work. Ensure that all Contractor personnel take_DTPW safety trainingprior to performing any work underneath a DTPW Metrorair or Metromover guideway. -12- FPID(S):439228-2-5 8-01 22 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC— PRESERVATION OF EXISTING PROPERTY—UTILITIES—ARRANGEMENTS FOR PROTECTION OR.ADJUSTMENT. (REV 10-5-16)(1-19) SUBARTICLE 7-11.5.1 is deleted and the following,substituted: 7-11.5.1 Arrangements for Protection or Adjustment:Do not commence work at points where the construction operations are adjacent to utility facilities until all necessary arrangements havebeen made for removal,temporary removal,relocation,de-energizing, deactivation or adjustment with the utility facilities.owner to protect againstdamage that might result in expense,loss,disruption of service,or other undue inconvenience to the public or to the owners.The Contractor is solely and directly responsible to the ownersand operators of such properties for all damages,injuries,expenses,losses,inconveniences,or delays caused by the Contractor's operations. Do not request utility removal,temporary removal,relocation,de- energizing,deactivation,or adjustment when work can be accomplished within the utility work schedules,In the event that removal,temporary removal,relocation,_de-energizing,deactivation, or adjustment of a utility or a particular sequence of tinting in the relocation of a utility is necessaiy and has not been addressed.in a utility work schedule,the Engineer will determine the necessity for any'such utility work.Coordinate such work as to cause the least impediment to the overall constructionoperations and utility service.The Department is not responsible for utility removal,temporary removal;'relocation,de-energizing,deactivation,or adjustment work where, such work is determined-not necessary by the Engineer or done.solely for the benefit or convenience ofthe utility owner or its contractor,or the Contractor. Perform exploratory excavation in the alignment and grade of proposed pipes,structures,french drains,slab covered trenches,conduits,pole.foundation,and/or sub- grade seven days in advance of its construction Provide underground utility owners and the Department with a seven days advance notice ofany conflict with proposed construction. Provide survey information about existing utility-alignment,grade.andpossible conflicts'_, Payment.forpre-trenching, survey and backfilling shall be included iii the cost of the related bid item for'the-proposed installation., LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC— PRESERVATION OF EXISTING:PROPERTY-UTILITIES—UTILITY ADJUSTMENTS(UTILITY WORK SCHEDULES). (REV 11-10-16)(FA 1-26-17}(1-19) SUBARTICLE 7-11.5.3 is expanded by the following: Theutility work which will be accomplished concurrently with the,highway construction Contract will involve facilities owned by other agencies.Utility Schedules(Utility Relocation and/or Work Schedules)for these agencies:are posted on the.Department's website-at the following URL address: -13- FPID(S)439228-2-5 8-01 23 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET http s://itp.fdot.gov/public/folder/HkSWIK59GOgRNsAJUh3xXg/pecmitsandorutilitvworkschedu les:Take responsibility to obtain this information and comply with all requirements posted on this website up through five calendar days before the opening of bids. Where utility work must be coordinated with highway construction operations, the portionof the anticipated utility work period covering such concurrent work may or may not begin on the day highway construction commences and may or may not be consecutive days. The anticipated scheduling of new work,adjustments and/orrelocation work is included on the Utility Schedules. More precise scheduling to accomplish utility work in the most expeditious manner that is feasible will be established at the preconstruction conference as piovided.in 8-3.5.: The Utility Schedules shall.be used in conjunction withthe utility sheets included in the roadway plans_ If the Department'swebsitecannot be accessed,contact the Department's Specifications office Web Coordinator at(850)414-4101.. LEGAL REQUIREMENTS.AND RESPONSIBILITY TO THE PUBLIC-EQUAL, EMPLOYMENT OPPORTUNITY REQUIREMENTS. (REV 4-25-02)(FA 7-17-02)(1-19) SECTION 7 is expanded by the following: 7-27 Equal Employment Opportunity Requirements. 7-27.1 Equal Employment Opportunity Policy:Acceptas the operating policy,the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their age,race,color'religion,national origin,sex,or disability andto promote the full realization of equal employment opportunity through a positive, continuing program: . "Itis the policy of this Company to assurethatapplicants are employed,and that. employees are treated during employment,without regard to their age,race,religion,color, national origin,sex,or disability.Such action must include:employment,upgrading,demotion, or transfer;recruitment or recruitment advertising;layoff or termination;rates of pay or'other forms of compensation;and selection for training,including apprenticeship;preapprenticeship, and/or on-the-job training." 7-27.2 Equal Employment Opportunity Officer:.Designate and make known to the Department's:contracting officers an equal employment opportunity officer(hereinafter referred to as the EEO Officer)who must be capable of effectively administering and promoting an active Contractorprogram employment opportunity and who must be assigned adequate authority and responsibility to do so: 7-27.3 Dissemination of Policy:All members of the Contractor's staffwho'are authorized to hire,supervise,promote,and discharge employees,or who recommend such action,or who are substantially involved in such action,will be made fully cognizant of,and will -14- FPID(S):439228-2-58-01 24 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET implement,the Contractor's equal employment opportunity policy and.contractual responsibilities. 7-27.4 Recruitment:When advertising foremployees,include in all advertisements for employees the notation"An Equal Opportunity Employer'. 7-27.5 Personnel Actions Establishand administer wages,working conditions, employee benefits,and personnel actions of every type,;including hiring,upgrading,promotion, transfer,demotion, layoff and termination without regard to age,race,color,religion,national origin,sex,or disability: Follow the following procedures: 1.Conduct periodic inspections of project sites to ensure that working conditions and:employee facilities do not indicate discriminatory treatment of project site personnel. 2.Periodically evaluate the spread of wages paid with each classification to determine any evidence of discriminatory wage practices. 3:.Periodically review selected personnel actions in depth to determine whether there is evidence of discrimination.Where evidence is found,promptly take corrective. action.If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action must include all affected persons. 4:Investigate all complaints of alleged discrimination made in connection with obligations under this Contract,attempt to.resolve such complaints,and take appropriate correctiveaction.If the inv-estigation:indicates that the discrimination may affect persons other than the complainant,such corrective action must include such other persons.Upon completion of each investigation inform every, complainant of all of the avenues of appeal. 7-27.6 Subcontracting:Use the best efforts to ensuresubcontractor compliance with their equal employment opportunity policy. 7-27,7 Records and Reports:Keep such records as are necessary to determine compliance with the equal employment opportunity obligations.The records kept will be designed to indicate=the following: 1.The number of minority and nonniinority groupmenibeis employed in each Work'classification on the project. 2.The;progress and efforts being made in cooperation with unions to increase minority group employment opportunities(applicable:only to Contractors who rely in whole or in part on unions as a source of their work force): 3.The progress and efforts being made inlocating,hiring,training,qualifying; and'upgrading minority group employees as deemed appropriate to comply with their Equal Employment Opportunity Policy. 4.The progress and efforts being made in securing the services of minority group subcontractors or subcontractors with meaningful minority group representation among their employees as deemed.appropriate to comply with their Equal Employment Opportunity Policy. All such records must be retained for aperiod of three years following completion of the contract work and be,available at reasonable times and places for inspection by authorized representatives to the.,Department and the Federal Highway Administration.- -15- FPID(S):439228-2-58-01 25 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET Upon request,submit to the Department a report Of the number of minority and nommnority group employees currently engaged in each work classification required by the Contractwork. LEGAL REQUIREMENTS AND RESPONSIBILITYTO THE PUBLIC PREFERENCE TO STATE RESIDENTS. (REV 1-13-12)(149) SECTION 7 is expanded by the followingnew 7-28 Preference to State Residents. Florida Statutes 255.099(Chapter 2010-147,Section 50 Laws of Florida),providing for preferenceto residents of the State of Florida,is-hereby made a part of this Contract Each contract that is funded by state funds must contain a provision requiring the , Contractor to givepreference to the employment of state residents in the performance of the work on the project if:state residents have substantially equal qualifications to those of nonres idents. As used in this Section,the term"substantially equal qualifications"means the ' qualification of two or more persons among whom the employer cannot make;a reasonable, determination that the qualifications held by one person are better suited for the position than the qualifications held by the other person or persons. LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC—E-VERIFY. (REV 6-13-11).(FA 6-16-11)(149) SECTION 7 is expanded by the following-new Article:: 7-29 E-Verify., The Contractor shall utilize the U.S.Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Contractor during the term of the Contract and shall expressly require any subcontractors performing work or providing services pursuant to the Contract to likewise utilize the U,S;Department of Homeland Security's E-Verify system to verify the.employment eligibility of all-newr employees hired by the subcontractor during the Contract'term.. -16- FPID(S):439228-2-58-01 o 26 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB . FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET { LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC SCRUTINIZED COMPANIES. (REV 3-22-18)(1-19) SECTION 7 is expanded by the following.new'Article: 7-30 Scrutinized Companies. For Contracts of any amount if the Department determines the Contractor submitted a false certification under Section 287.135(5)of the Florida Statutes,,or if the Contractor has been. placed on the Scrutinized Companies that Boycott Israel List,or is engaged in a boycott of Israel, the Department shall either terminate the Contract after it has given the Contractor notice and an opportunity to demonstrate the Department's determination of false certification was in error pursuant to Section 287,135(5)(a)of the Florida Statutes or maintain the Contract if the conditions of Section 287.135(4)of the Florida Statutes are met, For Contracts$1,000,000 and greater,if the Department determines the Contractor submitted a false certification.under Section 287.135(5)of the Florida Statutes,or if the Contractor has been placed on the-Scrutinized Companies with Activities m the Sudan List,or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List,the Department shall either terminate"the Contract:after ithas given the'Contractor notice and an opportunityto demonstrate the Department's determination of falsecertification was in error pursuant to Section 287.135(5)(a)of the Florida Statutes,or maintain the Contract if the. conditions of Section:287.135(4)of the.Florida Statutes are met. PROSECUTION AND PROGRESS—PROSECUTION OF WORK.—BEGINNING WORK(ARCHAEOLOGICAL MONITOR). (REV 2-12-18)(149) SUBARTICLE 8-3.3is expanded by the following: Notify the Engineer not less than 72 hoursprior to any ground-disturbing operations in the areas'noted.in the Plans to arrange for an archaeological monitor.. PROSECUTION AND PROGRESS—PROSECUTION OF WORK—BEGINNING WORK(BARGE USE). (REV 2-12-18);(1.-19) SUBARTICLE 8-3.3 is expanded by the following: Notify the Engineer andsubmit an anchoring plan not less than two weeks prior to barge,use to obtain approval of anchoring locations. -17- FPID(S):439228-2-58-01 27 ': ADDENDUM NO.2 t INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET PROSECUTION.AND PROGRESS—PROSECUTION OF WORK—BEGINNING WORK. (REV 10-5-16.)(1-19) SUBARTICLE 8-33 is deleted and the following substituted: 8-3.3 Beginning Work:Notify the Engineer not less than five days in advance of the planned start day of work:Upon the receipt of such notice,the Engineer may give the Contractor Notice to,Proceed and may designate the point or points to start the work:In the Notice to Proceed,the:Engineer may waive the five day advance notice:and authorize the Contractor to begin immediately.Notify the Engineer in writing at least two days in advance of the starting date of important features of the work.Do not commence work under the Contract until after the Department has issued the Notice to Proceed.The Department will issue the Notice to Proceed within 20 calendar days,excluding Saturdays,,Sundays and Holidays,after execution of the Contract. Notify Miami-Dade County Department of Transportation arid Public Works. (DTPW)Traffic Signals&Signs Division representative,as shown in.the Plans,and the Engineer at least 48 hours before,initiating work.on any traffic signal device. PROSECUTION AND PROGRESS-PROSECUTION OF WORK-STATEWIDE DISPUTES REVIEW BOARD. (REV 1-4-11)(FA 1-21-11)(1-19) ' ARTICLE 8-3 is expanded by the following new Subarticle: 8-3.8 Statewide Disputes Review Board:'For this Contract,a Statewide Disputes Review Board will be available`to assist in the resolution of disputes and claims arising out of the administration and enforcement of a specif cation when such specification specifically refers disputesto this Board: 8-3.8.,1.Purpose:The Board will provide special expertise to assist in and. facilitate the timely and.equitable resolution of the disputes and claims betiween the Contractor and the Department; It is not intended that the Department or the Contractor default on their normal responsibility to cooperatively and fairly settle:their differences by indiscriminately assigning them to the Board.It is,intended:that the Board encourage the:Department and Contractor to resolve potential disputes or claims without resorting,to this alternative resolution procedure. The Board will be used when normal Department-Contractor dispute or claim resolution is unsuccessful.Either the Department or the Contractor may refer a dispute or claim to the Board.Referral to the Board should be initiated as soon as it appears that the normal. dispute resolution effort is not succeeding.Referral to the Board is accomplished by providing a position paper outlining the nature and scope of the dispute or claim and describing the basis;for entitlement to the dispute or claim.Only disputes or claims that have been duly preserved under the terms of the Contractas determined by the Board will be eligible to be heard by the Board. -18- FPID(S):439228-2-5 8-01 28 T ADDENDUM NO.2 - INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET Requests for equitable adjustment must be certified as required by 4-3.2.Claims that are referred to the Board.must be in compliance With 5-12.It is a condition of this Contract that the parties shall use the.Statewide Disputes Review Board.. The recommendations of the Board will be binding on both the Department and the Contractor. The Board will fairly and impartially and without regard to how or by whom they may have been appointed,consider disputes or claims referred to it,andwill provide written recommendations to the Department and Contractor to assist in the resolution of these disputes-or claims. 8-3.8.2 Membership:The Statewide Disputes Review Board will consist of members pre-selected by the Engineer arid the President of the Florida Transportation Builders' Association(FTBA),and posted on the Department's Website. Members on the Board will be pre-qualified as experts of the type of WOrk" being,referred to this Board. If during the life of the contract,a Board member has a.discussion regarding employment or entered into any agreetnent for employment:after completion of the Contract.with the Department,the Contractor or any subcontractor or supplier on the project, he/she shall immediately disclosethis to the Contractor'and the Department and shall be disqualified from serving on the Board., After the Department has made final acceptance of the project if disputes arise,the Statewide,Disputes Review Board Shall be activated to hear and rule on the disputed. issue 8-3.83 Procedure and Schedules for Disputes Resolution:Disputes or claims will be considered as quickly as possible,taking into consideration the'particular circumstances and the time required to prepare detailed documentation:Steps may be omitted as agreed by the Department and the Contractor and the time periods stated below may be shortened in order to hasten resolution. a.If the Contractor objects to any decision,action or order of the Engineer. resulting from the Engineer's evaluation of the guaranteed product or performance:period;the Contractor may file a written protest with theEngineer,stating clearly and in detail the basis for the objection,;within.15 days after the event. ,b The Engineer will consider the written protestand make his decision on. the basis.of the pertinent contract provisions,"together with the facts and circumstances involved in the dispute.The Engineer's decision will be furnished in writing,to the Contractor within 15 days after receipt of the`Contractor's written protest.. c.,The Engineer's decision will be final and conclusive on the subject, unless the Contractor files a written appeal to the Engineer within 15 days of receiving the decision.Upon the Engineer's receipt of the.Contractor's written appeal containing specific protest of all or part of the-Engineer's decision,either the,Departmentor the Contractor can refer the matter to the Board._ d..Upon receipt by the Board of a written duly preserved protest of a dispute or claim,either from the Departmentor the Contractor,it will first be decided when to conduct the hearing, e.Either party furnishing any written evidence or documentation to the. Board will furnish copies of such information to the other party a minimum of 15 days prior to the date the Board sets to convene the hearing for the dispute or claim.If the Board requests any -"19- FP1D(S.):439228-2-5 8-0I 29 a ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231—KB FOR INDIAN CREEK(SR A1A)—PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET additional documentationor evidence prior to,during,or after the hearing,the Department and/or Contractor will provide the requested information to the Board and to the other patty. f The Contractor arid the Department will each be afforded an opportunity to be heard by the.Board and to offer evidence:Neither the Department nor the Contractor may present information at the hearing that was not previously distributed to both the Board and the other party: g-The Board's recommendations for resolution of the,dispute or claim will be given in writing to both the Department and the Contractor,within 15 days of completion of the hearings.The Board,will focus its attention in the written report to matters of responsibility for repairs of guaranteed work or performance period as provided for by the. Contract Documents. 8-3.8:4 Contractor Responsibility: The Contractor shall furnish to each.Board member a set of all pertinent documents that are or may become necessary for the Board,except documents furnished by Department,to perform their function.Pertinent documents are any' drawings or sketches,calculations,procedures,schedules;,estimates,or other documents which are used:in the performance of the work or in justifying or substantiating the Contractor's position.A copy of such pertinent documents must also be furnished to the Department.; Except for its participation in the Board's activities as provided in the construction Contract and in this Agreement,the Contractor will not solicit advice or consultation,from the.Board or any of its members onmatters dealing in any way with the project,,the:conduct of the work or resolution.of problems. 8-3.8.5 Department.Responsibilitiess,Except:for its participation in.the Board's activities as provided,in the construction Contract and in this Agreement,the Departmentwill not solicit advice or consultation from the Board or any of its members on matters dealing in any way with the:project,the conduct of the work or resolution of problems. The Department shall furnish the following services and items a.Contract,Related Documents:The Department shall furnish each Board member a copy of all Contract Documents,supplemental agreements,written instructions issued by the Department to the Contractor,or other documents pertinent to the performance.of the Contract and.necessary for the Board to perform their function.A.copy of such pertinent documents inust also he fiunished to the Contractor. b.Coordination and Services:The Department,in cooperation with the Contractor,will coordinate the operations of the Board:The Departmentthrough the Project Engineer,willarrange or provide conference facilities at or near the Contract site and provide secretarial andcopying services. 8-3,8.6 Basis of Payment:Aper hearing cost,of$8,000 has been established by the Department for providing compensation for aft members:of the Dispute Review Board for participation in an actual hearing,The-Board chairman will receive$3,000 for participation in the hearing while the remaining two members will receive$2, 00 each.The Department and the Contractor will equally provide.compensation to the Board for participation in an.actual hearing. The Department will compensate the Contractor$4,000 as its contribution to the hearing cost. Suchpayment-will be full and complete compensation to the Board members for all expenses related.to the-hearing.This includes-travel,accommodations;;meals;.pre-and post-`hearing work;, review ofposition papers and any rebuttals,conducting the hearing,drafting and issuance of recommendations,;readdressing any requests for clarification.It is notintended for.hearings to last longer than a single day,however,in some cases they may.Any additional time and/or -20- FPID(S)439228-2-58-01 30 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET compensation.for a hearing would only be allowed upon prior written approval of the Department and the Contractor.If an additional day(s)is granted for the hearing,it will be at $3,300 per day,payment of which is equally split between the;Department and the Contractor. Payment shall be made by issuing a work order against contingency funds set asidefor this Contract. The Department will prepare and mail minutes and progress reports,will provide administrative services,such as conference facilities and secretarial services,and will bear;the cost of these services,If the Board desires special services;such as legal consultation, accounting,data research,and the like,both parties must agree,and the costs will be shared by them as mutually agreed. PROSECUTION ANDPROGRESS—LIMITATIONS OF OPERATIONS- CONTAMINATED MATERIALS(MERCURY-CONTAINING DEVICES AND LAMPS). (REV 11-6-95)(FA 12-27-95)(1-19) SUBARTICLE 8-4.9 is expanded by the following:' This Contract may require the removal and special disposal of mercury containing devices. Contact the District Contamination Impact Coordinator at(305)470-5228 for information relating to the identification and proper disposal of these hazardous'waste::materials: Include:payment for the removal and disposal of mercury-containing devices in the payment for the related Contract items. MAINTENANCE OF TRAFFIC. (REV 11-6-17)(1-19) S.UBARTICLE:102-9.2.1 is deleted and the,following,substituted: 102-9.2.1 Post Mounted Signs:Meet the requirements of 990-8. Maintain all navigation and regulatory signage within the project area throughout the project duration. Temporarily relocate existing signs as necessary:cost of relocation shallbe paid for under pay item 102-1 "Maintenance ofTraffic'', SUBARTICLE 102-9.15 is deleted and the following"substituted: 102-9.15 Temporary Signalization and Maintenance;Provide temporary Signalization and maintenance at existing,temporary,and new intersections including but not limited to the. following: 1.Installation of temporary poles and spanwire assemblies as shownin the Plans, 2.Terimporary""portable traffic,signals as shown iii the Plans, 3.Adding or shifting signal heads,, 4.Trouble calls, -21- FPID(S):439228-2-5 8-6I 31 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET 5.Maintaining intersection and coordination timing and preemption devices. Coordination timing will require maintaining functionality of system communications. Respond to all trouble call dispatches and reported malfunctions of traffic signals within two hours,and restore any loss of operation,within.12 hours after notification. Immediately after„clear the dispatches with the Miami-Dade-County Department of Transportation and Public Works(DTPW)Traffic Control Center(TCC).Operator or Timing Engineer as:shown in the Plans.During down time,at no additional cost to the Department, provide`temporary traffic control devices,,flagman personnel and law-enforcement personnel as necessary to maintain safe and efficient flow of traffic at the affected signalized intersection(s). Provide traffic signal equipment-that meets`the requirements of the Standard Plans and 603-2.The Engineer may approve used signal equipmentif it in acceptable Condition. Replacement components for traffic signal cabinet assemblies will be provided by the maintaining agency.. PREVENTION,CONTROL,AND ABATEMENT OF.EROSION AND WATER POLLUTION—CONTROL OF CONTRACTOR'S OPERATIONS WHICH MAY RESULT IN WATER POLLUTION. (REV 2-1248)(149) ARTICLE 104-3 is expanded by the following: When work occurs in,on,over,oradjacentto an Outstanding Florida Water(OFW), comply with the turbidity requirements of the OFW designation including no degradation.of water quality,no increased turbidity of the water,and.turbidity levels beyond the turbidity control measures are not to exceed 0 nephelometric turbidity.units(NTUs)above background levels, PREVENTION,CONTROL,AND ABATEMENT OF EROSION CONTROL AND WATER POLLUTION—CONSTRUCTION REQUIREMENTS CONTAINMENT WORKPLAN. (REV 8-23"-18)(1-19.) SUBARTICLE 104-6.4 is expanded by the following new Subarticle: 104-6.4.11 Containment Work Plan:Any inspection,maintenance or construction activity;which occurs in or over Waters of the State,will be conducted in such a manner as to prevent any materials from falling in the water:All excess debris:and/or materials: (solid waste)shall be disposed of in accordance with Rule 62-701.300(a),.Fla.Administrative Code,.Section 403 708(I)(a)Fla. Statutes. In order to ensure that all'solidwaste generated by the activity'is prevented from entering Waters of the State and is collected and disposed of in a proper manner, -22- FPID(S)`43922 8-2-5 8-0I 32 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET the Contractor shall be required to submit in writing to the Engineer a Containment Work.Plan (CWP)for review and approval. The CWP shall address containment notification and documentation of any accidental discharges and methods for timely remediation of accidental discharges:Approval of the CWP is performance based and should the means and methods chosen by the Contractor fail to prevent any materials from falling in the water,resulting in accidental discharges,the Engineer may stop'all work until corrective,action is taken to prevent:additional discharges into the water. Should work be stopped by the Engineer,no work other than containment,'removal or clean up shall takeplace until the revised CWP is reviewed and approved by the Engineer. The CWP shall address the following items in sufficient detail acceptable to the Engineer: Pre-existing conditions. Identification of materials which might possibly,be discharged into adjacent surface waters as aresult of the proposed activity. Methodology to contain all debris and other related materials to prevent entry into:the water. '. Methodology for reporting,responding to;documenting and removing all accidental discharges Methodology to track all materials(debris,etc.)that shall demonstrate that no material is left in the water. Certification that:all documented"solid waste"has been removed from the waters,all documented"solid:waste has been disposed of in an approved landfill and pre-existing conditions have not been altered'due to the operations performed. CEMENT CONCRETE'PAVEMENT(COLORED CONCRETE). (REV 5-11-16)(FA 5-12-16)(1-19) ARTICLE 350-1 isexpanded by the following: Constrict colored portland cemeiit:concretepaveinent as shown in the.Plans.. ARTICLE 350-2 is deleted and the following substituted: 350-2 Materials. :350-2.1 General:Meet the following requirements:, Concrete,Class I or Class I(Pavement) Section 346 Grinding Concrete Pavement....... Section 352 Curing Materials .,.; ....,,Secti'on`925 Embedded Items Section 931 Joint Seal _ • Section 932 For concrete pavement placed using the slip-form ethod of construction,utilize. Concrete Class T(Pavement).For concrete pavement placed by hand in constructed forms,utilize Concrete Class I.or Concrete.Class I(Pavement).LOT size for the use of either material shall be as stated in Section 346 for Concrete Class T(Pavement). -23- FPID(S):439228-2-5 8-01 33 , ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR MA)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET I 350-2.2 Colored Concrete Pavement:Add coloring agents to the concrete mix in accordance with the manufacturer's recommendations. Use a mineral oxide containing no calcium chloride.Use only non-fading;finely ground synthetic coloring agents that are lime proof and UV resistant.The mineral oxide must closely match the Federal Standard 595C Color number shown in the Plans and conform to the requirements of ACI 303.1,ASTM C979,and ASTM C494.Submit to the Engineer a Certificate frond the manufacturer attesting that the color agents"meet the requirements of this Subarticle. ARTICLE 350-10 is deleted and the following substituted:' 350-10 Final Finish. 35040.1 Finishing:As the watersheen disappears from the surface of the pavement and just before the concrete achieves its initial set,drag a seamless length of damp burlap that extends the full width of the strip of the constructed pavement,longitudinally along the surface to produce a uniform gritty texture. Use a burlap drag that consists of two layers of medium weight burlap with the trailing edge of the lower layer extending approximately 2 inches behind the upper layer. Support the burlap drag in a manner so that a length of at least 3 feet of burlap is in contact with. the pavement. Except.in areaswhere using hand methods to construct thepavement,support:the Iead end of the:burlap drag by a traveling bridge.Maintain thedrag clean and free from encrusted mortar.Replace the burlap with new material as necessary:. 350-10.Z Edging:After applying the final finish,but before the concrete has become nonplastic,carefully round the edges to a 1/4 inch radius.on each side of transverse"expansion joints and construction joints and along any structure-extending into the pavement.Produce-a well-defined and continuous radius,and obtain a.smooth,dense mortar finish.Completely remove all concrete from the top of the joint filler. Check all joints with a straightedge before the concrete has becomenonplastic,. and,if one side of the joint is higher than the other or the entire joint is higher or lower than the adjacent slabs,make corrections as:necessary. 350-103 Colored Concrete Pavement:Imprint concrete as shown.inthe4Plans.-If_no. imprint finish is shown in the Plans,fmish.in accordance with this Article- LANDSCAPING. (REV 7-31-17)(FA 8-9-11)(1-19} The following new Section is added after Section 571. SECTION 580 LANDSCAPING 580-1 Description. Install landscaping as indicated hi the Contract Documents.. -24- FPID(S):43922 8-2-5 8-01 34 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR MA)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET 580-2 Materials. 580-2.1 Plants: 580-2.11 Sizes: Small plants includes all ground covers,shrubs less than 7 gallon,trees less than 7 gallon,clustering type palms less than 6 foot overall height,cycads t less than 7 gallon,and incidental landscaping_ Large plants include shrubs 7 gallon or greater,trees 7 gallon or greater, all single trunk palms,and clustering type palms 6 foot overall height and greater. 580-2.1.2 Grade Standards.and Conformity with Type and Species:Provide plant materials purchased from Florida commercial nursery stock that comply with all required inspection,grading standards,and plant regulations in accordance with the latest edition of the. Florida Department of Agriculture's"Grades and Standards for Nursery Plants." Florida commercial nursery stock is defined as plants propagated or grown. at a Florida commercial nursery or imported to a Florida commercial nursery,made available for sale to the public,and included as inventory for fee.Nursery stock purchased from outside Florida and shipped directly'to the project site isnot Florida commercial nursery stock Prior to installation,provide nursery invoices or delivery tickets that include written certification that all nursery stock meets the requirements of thisSection. Unless otherwise specified,the minimum grade for plant material is Florida No. 1.Plant materials mustbe thespecifiedsize and grade at the time of delivery to the site. Use only plants that are true to type and species,free of fungal infection and disease,and ensure that the plantsnot specifically covered by Florida Department of Agriculture's"Grades and Standards for Nursery Plants conform in type and specieswith the standards and designations in general acceptance by Florida nurseries.Submit a list of nurseries ' where plants are tagged,including contact,information and location.The Engineer may visit the nursery sites to inspect representative samples and lock tag the example plant material. A.minimum of two plants of each species on each shipment must be shipped with tags stating the botanical nomenclature,and common name of the plant:Should discrepancies between botanical nomenclature-and.common name arise,the botanical name-will take precedence. 580-2.2 Inspection and Transporting:Move nursery stockaccordance with all Federal,State,and Local Rules and Regulations.For each shipment of nursery stock,provide the nursery's General Nursery Stock Inspection Certificate with as required in Chapter 5B-2,F.A.C. 580-2.3 Water:Meet the requirements of Section 983. 580-2.4 Mulch:Use of cypress mulch'is prohibited. 580-2.5 Soil:Remove all unsuitable soil and debris toroot ball depth.Replace soil meeting the requirements of 987-2.4.. 580-3 Worksite Landscape.Supervisor. Provide a Worksite Landscape,Supervisor to directly oversee all landscape installation. The Worksite.Landscape,Supervisor must be a Certified Landscape Technician or Certified Landscape Contractor in accordance with the Florida Nursery Growers and.Landscape Association(FNGLA)located at the following URL address:http./Jwww:fngla.ore/professional- developmenticertifications/certification=verification,or a State of Florida Registered Landscape Architect_Provide verification at the preconstruction meeting. -25- FPID(S):439228-2-58-01 35 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET i I 580-4 Installation. 580-4.1 Installation Plan:At the pre-construction meeting,provide an installation plan for review and comment.Specifically describe the methods,activities,materials,and schedule to achieve installation as described in this Section`. 580-4.2-Delivery:All materials must be available for inspection before installation. 580''-4.3 Layout:The locations of plants as shown in the Contract Documents are approximate.At no Cost to the Department;adjust final locations when directed by the Engineer to accommodate unforeseen field conditions or to comply with safety setbacks and requirements.,. Mark proposed mowing limits,planting beds and individual locations of trees and palms as shown in the Contract Documents for the Engineer's review,prior to excavation or planting. Make no changes to the layout,or any variations of materials from the Contract Documents without the Engineer's approval. 580-4.4 Soil Drainage:;Planting holes and beds.must drain sufficiently.Notify the Engineer of drainage or percolation problems before plant installation: 580-4.5 Installation:Meet the requirements of the:Contract-Documents. .580-4.6 Maintenance:"Maintain plant material to the equivalent visible structural,quality and health'characteristics of Florida No, 1. 580-4.7 Site Repair and Restoration:Repair and restore existing areas disturbed"by installation or maintenance activities.Where new turf is-required to restore and repair disturbed areas,meet the requirements of Section 570. 586-4.8.Disposal of Surplus Materials and Debris:Remove frem:the jobsite any surplus material unless otherwise directed by the Engineer.Surplus is defined as material not needed after installation of landscaping per Contract Documents.Upon commencement of landscaping installation,remove daily all debris-from the landscape locations described in the Contract Documents. 580-5-Method of-Measurement.. The quantities to be-paid for will be the items shown in the Contract Documents, completed and accepted. 580-6 Basis of Payment. Price and payment-will be•full compensation for all work and materials specified in'this Section. GENERAL:REQUIREMENTS FOR TRAFFIC CONTROL SIGNALS AND DEVICES. (REV 8-15-14)(1-19) SUBARTICLE 603-2.1.The first:paragraphis deleted and the following substituted: Except as provided in.603-2.2,only use traffic control signal devices meeting the requirements of'(a)the these specifications,(b)Traffic Control Equipment Specifications and Standards for the Metro Traffic:Control System;Miami-Dade.County,January 2002 and supplements,(c)Traffic Controller Assemblies Specifications,Miami-Dade County Public Works Department, 1999 Edition and(d)listed on the bepartinent'sApprov"ed.Product List (APL). -26- FPID(S):439228-2-5 8-01 36 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE HI IMPROVEMENTS FROM 25TH TO 41ST STREET Use only new equipment and materials,except as specified in the Contract Documents. SUBARTICLE 603-3 is expanded by the following: Traffic Control.Equipment Specifications and Standards for the Metro Traffic Control System,Miami-Dade County,January 2002 and supplements:A publication developed and maintained by the Miami-Dade County Traffic Signals and Signs Division. Traffic Controller Assemblies Specifications,Miami-Dade County Public Works Department,1999 Edition:A publication developed and maintained by the.Miami-Dade County Traffic Signals and Signs Division. CONDUIT—INSTALLATION REQUIREMENTS-GENERAL (REV 11-28-17)(1-19) SUBARTICLE 630-3.1 is deleted and the following substitute: 630-3.1 General:Install the conduit in accordance with NEC or National Electrical Safety Code(NESC)requirements and the Standard Plans_Consider the locations of conduit as shown in the Plans as approximate.Construct conduit runs as straight as possible,and obtain the Engineer's approval for all major deviations in conduit locations from thoseshown;in the Plans. Include buried cable warning tape with all trenched conduit.Mark the location of the conduit system with route markers as shown in the Plans and approved by the Engineer:Ensure that all route markers used are new and consistent in appearance:. For.conduit installed by directional bore,install in accordance with Section 555. For conduithi-stalled byjack and bore,install accordance with Section 556. Use only intermediate metal conduit rigid galvanized metal conduit,rigid aluminum conduit or PVC coated intermediate metal conduit.for above-ground electrical power service installations and rigid galvanized metal conduit or rigid aluminum conduit for underground electrical power service installations.Meet the requirements-of Section.562 for coating all field cut,and threaded galvanized pipe. Use Schedule 80 PVC or fiberglass reinforced epoxy conduit in or on structural elements- Use.HDPE:with an SDR number less than or equal to 11,Schedule 80 PVC or Schedule 40 PVC for underground installations in earth or concrete.for ITS and traffic control signal applications,except,use only HDPE with an:SDR number less than or equal to 11 for blown.fiber`optic cable installations on limited access facilities, Use:HDPE with an SDR number less than or equal to 13.5,Schedule 80 PVC,or. Schedule 40.PVC for underground installations of electrical conduit in earth for lighting applications-and landscape irrigation applications. -27- FPID(S):439228-2-58-01, 37-,� ADDENDUM NO.2 f INVITATION-TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET i Use HDPE with an SDR number less than or equal to 13.5,Schedule 80.PVC, Schedule 40 PVC,or rigid galvanized metal"for underground installations of electrical conduit in concrete for lighting applications. Do not place more than the equivalent of three quarter bends or 270 degrees of bends,including-the termination bends,between the two points of termination in theconduit, without a pull box.Obtain the Engineer's approval to use eorfugated.flexible conduits for short ' runs of 6 feet or less. When a conduit installation changes from underground to above-ground,make the change a minimum of inches below finished'grade_ Install.a No',12.AWG pull wire.or polypropylene cord inside the full length of all conduits.Ensure that a minimum Of 24 inches of pull wire/cord is accessible at each conduit termination. Ensure the conduit,includes all required fittings and incidentals necessary to construct.a complete installation. When earth backfill and tamping is required,place backfill material as per. Section.120 in layers approximately 12 inches thick;and tamp each layer to a.density equal to or greater than the adjacent soil. When backfilling trenches in existing pavement,use'a flow.able fill meeting the requirements of Section 121: Provide a standard clearancebetween underground control cable and electrical _ service cable or another parallel underground electrical service cable that Meets-NES requirements. Prevent the ingress of water,dirt;sand,and other foreign materials into the conduit priorto,during,and after construction.Seal the ends of conduitafter wiring is complete with a polyurethane foam sealant that is-designed for thisspecific application.Protect raceways containing#6 AWG or larger conductors with an insulating fitting,unless the conductors are '- separated from:the fitting or raceway by substantial insulating material that is securely fastened in place.Install bushing bets on conduits that enter pull boxes and barrier wall junction boxes. SIGNAL CABLE,=:INSTALLATION REQUIREMENTS:—NUMBER OF CONDUCTORS. (REV 10-5-16)(1-19)• SUBARTICLE 632-3.1 is deleted and the following substituted: 632-3.1 Number of Conductors:Determine the'number of conductors-required for each • signal cable'unless specified in the Contract Documents. Provide four spare conductors for each signal cable used at all signal installations: Install the four spare conductors from the controller cabinet each disconnect hanger(or traffic signal head)to•the futhermost.disconnect hanger(or traffic signal head). Identify all spare conductors in a controller cabinet and ground them to the controller cabinet ground bus bar'Provide spare conductors within the controller cabinet,of sufficient length to reach the furthermost field wiring terminals in the cabinet. i -28- FP1D(S):43922 8-2-5 8-01 - 38 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET PULL,SPLICE,AND JUNCTION BOXES—:MATERIALS-PULL AND SPLICE BOXES-DIMENSIO.NS. (REV 10-5-16)(1-19) SUBARTICLE 635-2.2.3 is deleted andthe following substituted: 635.2.2.3 Dimensions Unless otherwise shown in the Plans,provide pull and splice boxes with the following'dimensions. For signalized intersection and lighting applications;provide pull boxes with nominal cover dimensions.of 13 inches wide by 24 inches long or larger and no less than 12 inches deep.Ensure the inside opening area is a:minimum of 240 square inches and no,inside dimension is fess than 12 inches. For fiber optic cable applications,provide pull boxes with nominal cover dimensions of 24 inches-wide.by 36 inches long or larger and no less than 24 inches deep. Provide-rectangular splice boxes with nominal cover dimensions.of 30 inches wide by 60 inches long or larger andno less than 36 inches deep.Provide round splice boxes with a nominal cover diameter of 36 inches or larger and noless than 36 inches deep. For Pull Boxes containing#4 AWG or larger conductors with:splices or U pulls,the distance between raceway and the opposite wall of the box shall not be less than six times the'trade.size of the largest raceway in a row,increase the:distance by adding the sum of the diameters:of any additional raceways that are in a row:All wiring and adjustments shall be performed by a qualified electrical contractor ELECTRICAL POWER SERVICE ASSEMBLIES—MATERIALS—ELECTRICAL SERVICE .WIRE. (REV 10-5-16)(1-19) SUBARTICLE-639-3:3 is deleted and the following substituted: 639-3.3 Electrical Service.Wires Use No.6 AWG stranded copper wire with RHW-2 or RHH(cross-linked polyethylene(XLP E)high heat resistant,water resistant)insulation,rated at 600V in dry and wet condition for connections between service disconnect and traffic cabinet, unless otherwise shown in the Plans. HIGHWAY LIGHTING SYSTEM.. (REV 1-848)(1-19) ARTICLE 715-8 is deleted and the following substituted:: 715-8 Splicing. Make all conductor splices in the bases of the light poles,or in pull boxes designed for the purpose.Do not make underground splices unless specifically authorized by the Engineer, and then only as directed by him. -29- FPID(S):439228-2-5 8-01 39 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET Unless otherwise shown in the.Standard Plans or authorized by the Engineer,splices shall be made with split bolt connectors.The connector shall be sealed in silicone gel that easily"peels away leaving a clean connection The gel will be contained in a closure that when snapped around the split bolt will provide a waterproof connection without the use of tools'or taping.,This closure will be UV resistant,impact resistant and abrasion resistant. For pull boxes:containing No.:4 AWG or larger conductors containing splices or U pulls, the distance between raceway and the opposite wall of the box shall notbe less than six times the trade size of the largest raceway in a row;increase the distance by adding the sum of the diameters of any additional raceways that are in a row: ARTICLE 715-15 is deleted and the following substituted. 71545Acceptance of Highway Lighting. The Engineer may make partial acceptance of the highway Iighting based on satisfactory performance of all highway lighting for seven consecutive days:The seven day evaluation period may commence upon written authorization by the Engineer that highway lighting is considered ready for acceptance.evaluation.Contract Tithe will be Charged during the entire highway lighting evaluation period.Correct any defects in materials or workmanship which might appear during the evaluation period at no expense to the Department:Transfer=manufacturers' warranties to the Department upon final acceptance in accordance with 5-11.Submit-all warranties'and:warranty transfers to the Engineer:The cost of temporary electrical service prior to final acceptance of the new lighting by the Maintaining agency shall be the responsibility of the'Contractor.Include-cost"for temporary electrical service inpay item 102=1 maintenance of traffic. HIGHWAY LIGHTING MATERIALS. (REV 104.4-16)(1-19) SUBARTICLE 992-L3 is deleted and the following substituted:: 992-13 Conductors:All conductors shallbe color-coded stranded copper:meeting the requirements of NEMA WC 70.All conductors-shall be tested and listed by a NRTL. Service and circuit conductors shall,be.single-conductor cable Type RHW-2 (cross-linked polyethylene(XLP-E)high heat-resistant,water-resistant)and shall not be smaller than No.6 AWG.- Bonding ground conductor"shall have a.green jacket and shall not be"smaller than No.6 AWG. SUBARTICLE 992-2.6 is deleted and the following substituted: 992-2.6 In Line Fuse;Holders: In line fuse holders shall provide a breakaway connection and be UL recognized per Guide IZLT2,and rated for 600V.Where existing wiring systems of the existing poles are utilized,rout and coordinate conductors to terminate on the line side of the fuse holder connectors.The wire connections in the fuse holders shall be of the copper setscrew -30- FPID(S):439228-2-5 8-01 40 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET type.Fused connections shall utilize and ATQ or FMQ 10 amp-time delay fuse rated for 500V. Fuses shall be UL listed to Standard 248-14.The rating for the fuse holders shall be water resistant or submersible rated. 31- FPID(S):43 922 8-2-5 8-01 41 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET APPENDICES '• =32- FPID(S):439228$-2-58-01 42 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET TECHNICAL SPECIAL PROVISIONS. The following Technical Special Provisions are individually signed and sealed but. are included as part of this Specifications Package. -33- FPID(S):43922 8-2-58-01 43 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET r THICOMPLETESS THIS SPECIFICATIONS PAC KAGE .. _ -34- FPID(S):439228-2-5 8-01 44 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET Exhibit C: Appendix B Revised Bid Tender Form and Revised Schedule of Values (Form B1 and B2 of the ITB) IMPORTANT Bid Tender Form A. •endix B Form BI of the ITB; Revised Via Addendum No. 2, Exhibit C FAILURE TO SUBMIT THE BID TENDER FORM (B1) 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. Schedule of Values A. •endix B Form B2 of the ITB; Revised Via Addendum No. 2, Exhibit C MUST BE SUBMITTED WITH THE BID OR WITHIN 3 DAYS OF REQUEST BY THE CITY. 45 I ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET MIAMIBEACH Bid Tender Form (B1 ) Page 1 of 1 FAILURE TO SUBMIT THIS BID TENDER 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. The TOTAL BASE BID amount includes the all-inclusive total cost for the work specified in this • bid, consisting of furnishing all materials, labor, equipment, shoring, supervision, mobilization, demobilization, overhead and profit, insurance, permits, 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. In the event of arithmetical errors between the division 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 CITY RESERVES THE OPTION,AT ITS SOLE DISCRETION,TO AWARD EITHER GROUP A OR GROUP B. • OPTION A GRAND TOTAL $ (ITEMS 1-190) Allowance for Trench Safety Act $25.00 Permit Allowance $50,000.00 SUBTOTAL TRENCH SAFETY ACT&PERMIT ALLOWANCE $50,025.00 GRAND TOTAL (ITEMS 1-190+TRENCH SAFETY+PERMIT ALLOWANCE), $ OPTION B GRAND TOTAL . $ (ITEMS 1-176) Allowance for Trench Safe Act $25.00 Permit Allowance $50,000.00 SUBTOTAL TRENCH.SAFETY ACT&PERMIT ALLOWANCE $50,025.00 GRAND TOTAL (ITEMS 1-'176+TRENCH SAFETY+PERMIT ALLOWANCE) 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: 46 ADDENDUM NO.2 INVITATION TO BID(ITB)NO.2019-231-KB FOR INDIAN CREEK(SR MA)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET MIAivIBEèCH Procurement Department, 17Meridian Avenue, 3rd Floor, Miami Beach, Florida 33139, www.miamibeachfl.gov, 305-673-7490 • ADDENDUM NO. 1 INVITATION TO BID (ITB) NO. 2019-231-KB FOR INDIAN CREEK (SR A1A) - PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET June 12, 2019 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. ATTACHMENT(S). Exhibit A: Asbuilts for Phase I and II Exhibit B: FPL Duct Bank Design Exhibit C: Geotechnical Reports i I Exhibit D: Interim MOT Quantities Exhibit E: Shop Drawings Exhibit F: Excel Cost Proposal Form A";forthcoming`addendum wilt_contain responses to questions received-. Any questions regarding this Addendum should be submitted in writing to the Procurement .Management Department to the attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado(a miamibeachfl.gov Contact: Telephone: Email: Kristy Bada 305-673-7490 kristvbada(a,miamibeachfl.gov Proposers are reminded to acknowledge receipt of this addendum as part of your RFP submission. Potential proposers that have elected not to submit a response to the RFP are requested to complete and return the "Notice to Prospective Bidders" questionnaire with the rea o (s) for not submitting a proposal. xI=fni roc =ment Director ADDENDUM NO.1 INVITATION TO BID(1TB)NO.2019-231-KB FOR INDIAN CREEK(SR A1A).-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET ATTACHMENT C CONSULTANTS RESPONSE TO THE (ITB-CONSTRUCTION) Detail by FEI/EIN Number Page 1 of 2 Florida Department of State DIVISION OF CORPORATIONS af an Vidal;itauL'of Florida w_hsite Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail by FEI/EIN Number Florida Profit Corporation RIC-MAN CONSTRUCTION FLORIDA, INC. ' Filing Information Document Number P04000101933 FEI/EIN Number 20-1309732 Date Filed 07/06/2004 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 10/02/2017 Event Effective Date NONE Principal Address 3100 S.W. 15TH STREET DEERFIELD BEACH, FL 33442 Changed:01/04/2007 Mailing Address 3100 S.W. 15TH STREET DEERFIELD BEACH, FL 33442 Changed:01/04/2007 Registered Agent Name&Address MANCINI, DANIEL C, P 3100 S.W. 15TH STREET DEEARFIELD BEACH, FL 33442 Name Changed: 01/10/2005 Address Changed:01/04/2007 Officer/Director Detail Name&Address Title P MANCINI, DANIEL CP 3100 S.W. 15TH STREET DEERFIELD BEACH, FL 33442 . http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNu... 8/2/2019 Detail by FEI/EIN Number Page 2 of 2 Title TS MANCINI, EDWARD ATS 6850 19 MILE'ROAD STERLING HTS.,MI 48314 Title S CATALINA, MANCINI • 3100 SW 15TH STREET DEERFIELD BEACH, FL 33442 •L Annual Reports l • Report Year Filed Date 2017 02/15/2017 2018 01/30/2018 2019 04/22/2019 Document.Images 04/22/2019—ANNUAL REPORT View image in PDF format 01/30/2018—ANNUAL REPORT View image in PDF format 10/02/2017—Amendment View image in PDF format 02/15/2017--ANNUAL REPORT View image in PDF format 03/08/2016—ANNUAL REPORT, View image in PDF format 03/17/2015—ANNUAL REPORT' View image in PDF format 02/11/2014—ANNUAL REPORT View image in PDF format 12/27/2013—Amendment View image in PDF format 02/27/2013--ANNUAL-REPORT View image in PDF format 02/21/2012—ANNUAL REPORT View image in PDF format 01/25/2011-ANNUAL REPORT View image in PDF format 02/15/2010—ANNUAL REPORT View image in PDF format 05/13/2009—Name Change View image in PDF format 03/25/2009—ANNUAL REPORT View image in PDF format 01/23/2008-ANNUAL REPORT View image in PDF format 01/04/2007—ANNUAL REPORT View image in PDF format 01/13/2006—ANNUAL REPORT View imagd in PDF format 01/10/2005—ANNUAL REPORT View image in PDF format 07/06/2004 Domestic Profit I View image in PDF format Florida Department of State,Division of Corporations http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNu... 8/2/2019 MIAMIBEACH INVITATION TO BID ( ITB) INDIAN CREEK (SR Al A) -PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET 2019-231-KB WPM CONST. FL, INC. CONSA FL INC. DEERFIEI� BEACH, F��R��A MIgM .ORiwk. I, F RIC-MAN CONSTRUCTION FLORIDA BID SUBMITTAL BID ISSUANCE DATE: MAY 24, 2019 BID DUE:JULY 02,2019 @ 3:00 PM MIAMIBEACH : ISSUED BY: Kristy.Buda, CPPB Procurement Contracting Officer III PROCUREMENT DEPARTMENT 1755 Meridian Avenue, 3rd Floor, Miami Beach, FL 33139 305.673.7000 x 26218 I kristybada@miamibeachfl.gov I www.miamibeachfl.gov 1 I 2019-231-KB TA B _A • • 1 s MIAMI BEACH Contractor•Qualification Form Instructions Section 1, Required Form.The Contractor Qualification Form is a required form that must be submitted,completed and executed,with the bid or within 3 days of request by the City. No bid will be considered without the Contractor Form.Bidder's failure to submit this form as stipulated herein shall render its bid non-responsive. Section 2,Submittal Instructions.The Contractor Qualification\Form will not be considered until it has been submitted completed and executed by a principal of the applicant. Incomplete applications shall not be considered. If requested information is not applicable,please indicate"NIA"or"None." If answers to questions are lengthier than the spaces that are provided in the application,the answers may be provided on additional pages„which must be attached to the application. All requested documents must also be attached to the application. Failure to attach all requested documents will delay review and approval of the application. The City reserves the right to request clarifications or additional information as deemed necessary to evaluate an applicant's' qualifications.When clarifications or additional information is requested by the City,Applicants will have seven(7)business,days to provide,in full,all the requested information.Failure to provide the information within the prescribed time will delay the review process and nejresultindenial ofprequalification. Part A—General Bidder Information. FIRM NAME: Ric-Man Construction Florida,Inc NO.OF YEARS IN BUSINESS: 15 NO.OF YEARS IN BUSINESS NO.OF EMPLOYEES: LOCALLY: 15 '80 OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS: RMEC FIRM PRIMARY ADDRESS(HEADQUARTERS): 3100 SW 15th St. CITY: Deerfield Beach STATE: ZIP CODE: Florida 33442 TELEPHONE NO.: 954-426.1221 TOLL FREEN N:A A FAX NO.: 954-426-1226 . FIRM LOCAL ADDRESS: 3091 Coral Way Suite 611 CITY: Mimai STATE: ZIP CODE: Florida 33145 PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:. Daniel Mancini ACCOUNT REP TELEPHONE NO.:954426-1221 ACCOUNT REP TOLL FREE NO.: N/A ACCOUNT REP EMAIL dmancini@ric-man8.com FEDERAL TAX IDENTIFICATION NO.: 20-1309732 APPLICANT FIRM IS: X CORPORATION I _PARTNERSHIP / _SOLE PROPRIETORSHIP / _OTHER(If other,specify:_ 16 12019-231-KB MIAMIBEACH Part B—Proposed Team. 1.Organizational Chart.Submit an organizational chart listing the proposed key personnel,their qualifications and their roles in the project,resumes which shall include educationalbackground,work experience,employment history, and any other pertinent information. Where applicable, Bidder team members shall also submit current and valid certifications and/or licenses for their individual scope of supervision. At a minimum, the bidder shall include the following proposed project team members: ■ Construction Project.Manager ■ Construction Superintendent . 2.Staffing Plan.Submit a staffing plan that clearly illustrates the key elements of the proposed organizational structure. The staffing plan should indicate the availability of the personnel proposed to work on the Project.The staffing plan should also indicate the name of the individual who will serve as the primary contact with City: Bidder shall clearly detail the role of all sub-contractors proposed for the Project. Part C—Operational&Management Information. 1.Provide the names of each owner(stockholder, sole proprietor, and partner), director, or officer of the company,below.Submit additional names on a separate sheet if required. Owner Ownership percentage Directorship/Office type Daniel Mancini 50% President Edward Mancini 50% Vice-President 2. Provide three.(3)residential renovation projects that the applicant has completed in the last five(5) years. Project Description of Work Project Reference Name: Please see attached Email: Telephone: Name:, Email: Telephone: Name: Email: Telephone: • 3. Has the applicant company's construction licenses been revoked during the last five(5)years? YES NO If yes,why? N/A • 17 I 2019-231-KB ' f MIAMI BEACH 4. Have any owners,directors,officers,or agents of the applicant company had a license revoked during the last five(5)years? YES X NO If yes,why? N/A 5.Is the applicant company currently barred by a governmental agency,from bidding work as a prime or subcontractor? YES X NO If yes,slate debarment period and the reason(s)for debarment? 6.Has a suretycompleted, or paid for completion, of a project on behalf of the applicant coman ,within the last five(5)years? YES X NO If yes,why? N/A 7. Has the applicant company or any of its owners, directors, officers, or agents been convicted of a crime or had a claim that was filed in a court and mediated or arbitrated during the last five(5)years? YES X NO If yes,why? N/A 8. Is an affiliate of the applicant company prequalified by the City of Miami Beach to bid on construction work? E YES X NO If yes,state the name of the affiliate? N/A 18 1 2019-231-KB MIAMIBEACH 9. Is the applicant company a parent,subsidiary,or holding company for another construction company? I YES X NO If the answer is"yes,"identify the company and type of relationship(s),below: Company Type of affiliation(parent or subsidiary) Period of affiliation N/A 10. Is an owner,director,officer,or agent of the applicant company affiliated with another company? j YES J NO _ If 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 N/A employee) 11.Isthe applicant company currently the debtor in a bankruptcy case or file for bankruptcy during the last five(5)years? ' YES X NO If yes,explain and attach,as applicable, the relevant case and court documents,including(but not limited to):the original petition,including the case number and the.date that the petition was filed; a copy of the bankruptcy couifdischarge order, and any other document that ended the case, if no discharge order was issued. N/A 12. Has any owner,director,officer,or agent for the applicant company,or has any business organization in which any such person was an owner, director, officer, or agent filed for or been discharged in bankruptcy within the past five(5) years? YES X NO If yes,explain and attach a copy of the discharge order,order confirming plan and if a Corporate Chapter 7 case, a copy of the notice of commencement. N/A 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? X ' YES NO 19 I 2019-231-KB M.IAnnIBEACH If yes,explain. Daniel Mancini was the Vice President of Ric-Man Construction Inc he has sold all his interest in Ric-Man Construction and is now the President of Ric-Man Construction Florida 14. Has the applicant company been assessed or paid liquidated damages on any project during the past five(5)years,whether the project was publicly or privately owned? YES X I NO If yes,explain. N/A 15. Are there currently any liens, suits, or judgments of record pending against any owner, director, officer,or agent for the company that is related to construction activities of a business organization? '-YES X NO If yes,explain. N/A 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? No If yes,explain. N/A 17.Has the applicant company or any of its owners, officers, or partners ever been convicted of any a federal or state crime? ' YES X NO If yes,explain. N/A 18.Is any officer,director,employee or agent,or immediate family member(spouse,parent,sibling,and child) of any officer,director,employee or agent,an employee of the City of Miami Beach? YES X NO If yes,state name,title and share of ownership 20 I 2019-231-KB MIAMI BEACH Name Title Share(%)of Ownership N/A • 19. Has the applicant,or any officer,director,employee or agent,contributed to the campaign either directly or indirectly,of a candidate who has been elected to the office of Mayor or City Commissioner for the City of Miami Beach? YES X NO If yes,provide details, 20. Pursuant to City Resolution No.2000.23879,each person or entity that seeks to do business with the City shall adopt a Code of Business Ethics("Code").Does the applicant maintain a corporate code of business ethics? YES. X NO 21a. If yes, attach. If no, will the applicant accept the City's code of ethics (available at available at httpalwww.miamibeachfLgov/city-hall/procurement/ rocurement-related-ordinance-and-procedures)? © YES II NO 21. 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? X YES NO 22. 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. YES NO Certifying Agency Certification Type N/A ' . 23.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 21 12019-231-KB MIAMI BEACH 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? X YES NO B. Does your company provide or offer access to any benefits to employees with(same or opposite sex)domestic partners*or to domestic partners of employees? X YES NO C. Please check all benefits that apply to your answers above and list in the"other"section any additional benefits not already specified. Note:some benefits are provided to employees because they have a spouse or domestic partner,such as bereavement leave;other benefits are provided directly to thespouse or domestic partner,such as medical insurance. BENEFIT Firm Provides for Firm Provides for Firm does not Employees with Employees with Provide Benefit Spouses Domestic Partners Health X X Sick Leave X X Family Medical Leave X X Bereavement Leave X X 24. Moratorium on Travel to and the Purchase of Goods or Services from North Carolina and Mississippi Pursuant to Resolution 2016-29375, the City of Miami Beach, Florida prohibits the purchase of goods or services sourced in North Carolina and Mississippi. Are any of the products for which the applicant is seeking to be prequalified sourced in North Carolina or Mississippi? YES . X NO If yes,explain. N/A 25. Non-Discrimination. 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. SUBMITTAL REQUIREMENT: No additional submittal is required. By virtue of executing this affidavit document, Proposer agrees it is and shall remain in full compliance with Section 2-375 of the City of Miami Beach City Code. 26.Fair Chance Requirement.Pursuant to Section 2-376 of the City Code,the City shall not enter into any contract resulting from a competitive solicitation, unless the proposer certifies in writing that the business has adopted and employs written policies,practices,and standards that are consistent with the City's Fair Chance Ordinance,set forth in Article V of Chapter.62 of the City.Code("Fair Chance Ordinance°),and which,among other things,(i)prohibits City contractors,as an employer,from inquiring about an applicant's criminal history until the applicant is given a conditional offer of employment;.(ii)prohibits advertising of employment positions with a statement that an individual with a criminal record may not apply for the position,and(iii)prohibits placing a statement on an employment application that a person with a criminal record may not apply for the position. 22 I 2019-231-KB MIAMI BEACH SUBMITTAL REQUIREMENT: No additional submittal is required at this time. By virtue of executing this affidavit, Proposer certifies that it has adopted policies, practices and standards consistent with the City's Fair Chance Ordinance. Proposer agrees to provide the City with supporting documentation evidencing its compliance upon request. Proposer further agrees that any breach of the representations made herein shall constitute a material breach of contract,and shall entitle the City to the immediate termination for cause of the Contract,in addition to any damages that maybe available at law and in equity. CONTRACTOR QUALIFICATION FORM AFFIDAVIT The undersigned agrees that s/he: 1)is a principal of the applicant duly authorized to execute the.foregoing Contractor Prequalification Certification Application,and that the contents of said document(s)are complete, true,and correct to the best of his/her knowledge and belief;2)s/certifies that the application and supporting documents include all of the material information necessary to validate the status of the company for prequalification purposes;3)s/shall notify the Procurement Department within fifteen(15)days and provide a notarized statement whenever a change occurs in the ownership,management,orfinancial condition of the company..Further, any prequalification applicant, including its principal(s), director(s), and any affiliate,who is a party to any misrepresentation to obtain business or contracts with the City of Miami Beach shall be declared delinquent and have its certificate suspended or revoked and will be subject to debarment and any other penalties prescribed by law. The undersigned affirms that the applicant agrees: 1)to complete and unconditional acceptance of the terms and conditions of this document, inclusive of attachments,exhibits and appendices and the contents of any Addenda released hereto; 2) that it has not colluded, nor will collude, with any other applicant; 3) that all information contained herein is part of the public domain as defined by the State of Florida Sunshine and Public Records Laws;4) that allresponses, data and information contained in the proposal are true and accurate. Name: Title(must be a principal of the applicant): Daniel Mancini President Signature: Date: 23 I 2019-231-KB TAB - B . y. d . yam L s - 4"--.-..... -- I.ox .0. ' 1 �_ � :4 '` w • ,* \.,- v..: :. -„,,,,,-- ei• 1 ; • ,,, ,_ 4100 o \ ! J i '.. Nr _, - - - , ,„„...,_ ,,, t- . C -- aA r — '/ . F;" jr,, 1 t' _ ✓° :- j. :=, i ,- RIC-MAN CONSTRUCTION FLORIDA, INC. Ric-Man Construction Florida, Inc. Ric-Man Construction Florida, Inc. 3100 SW 15th Street 7464 Nineteen Mile Road Deerfield Beach, Florida 33442 Sterling Heights,Michigan 48314 www.ric-manfl.com www.ric-manfl.com Office: 954.426.1221 Office: (586) 685-1000 Fax: 954.426.1226 Fax: (586) 685-1001 Ric-Man Construction Florida, Inc. OC+' * 3191 Coral Way CON RAFL,INC. Suite 611 DEERpps „�oa�°" Miami,Florida 33145 S� www.ric-manfl.com Office: 305.379.4000 CONST OFL.INC. yukocto:" Fax: 305.379.4124 MI,� RIC-MAN Supplement TABLE OF CONTENTS IDENTIFICATION PAGE OFFICE LOCATIONS COMPANY PROFILE CORPORATE RESUME FIELD PERSONNEL COMPANY ORGANIZATIONAL CHART CONTRACTS ON HAND PROJECT EXPERIENCE/COMPLETED CONTRACTS ADDITIONAL PROJECT EXPERIENCE PROJECT PHOTOS EMERGENCY REPAIR WORK CIPP PAST PROJECTS CURED IN PLACE PIPE PROJECTS PUBLICATIONS REFERENCES EQUIPMENT LIST INDIVIDUAL RESUMES CERTIFICATION OF CORPORATION OCCUPATIONAL LICENSES GENERAL CONTRACTOR LICENSES FDOT PRE-QUALIFICATION LETTERS OF RECOMMENDATION/EVALUATIONS RIC-MAN Supplement IDENTIFICATION PAGE RIC-MAN CONSTRUCTION FLORIDA, INC. OFFICE LOCATIONS DEERFIELD OFFICE MIAMI OFFICE 3100 SW 15th Street 3191 Coral Way,Suite 611 Deerfield Beach,Florida 33442 Miami,Florida 33145 Office:954.426.1221 Office: 305.379.4000 Fax:954.426.1226 Fax:305.379.4124 MICHIGAN OFFICE 7464 Nineteen Mile Road Sterling Heights,Michigan 48314 Office: (586)685-1000 Fax:(586)685-1001 Deerfield Office contact Daniel Mancini,President DMancini@ric-manfl.com Michael Fischer,Chief Operating Officer MFischer@ric-manfl.com Daniel LaCross,SR.Project Manager DLacross@ric-manfl.com John D'Alessandro,SR.Project Manager JDalessandro@ric-manfl.con1 Miami Office Contact Tyson DiPetrillo,Project Manager TDipetrillo@ricmanfl.com Michigan Office Contact Edward Mancini,Vice President EMancini@mancinigroup.com Federal Tax Identification 20-1309732 General Contractor Licenses Number CGC1514965 Duns&Bradstreet No. 963434373 Declaration Incorporated 1IP ge !r�NSUpplemelit COMPANY PROFILE Founded in 1965 by Richard Mancini,the Ric-Man entities are backed by over 50 years of heavy construction experience. In 2004 Ric-Man Construction Florida, Inc. commenced operations in the Southeastern United States. The company specializes in heavy underground and tunnel construction of all types and sizes.Ric- Man Construction Florida, Inc. is proud to carry on the tradition of quality and service,set forth by its founder, which have become the standards used every day 0(1/4 A.# within the company. Long recognized as an industry leader,Ric-Man Construction FL's top notch executive and engineering staff stand ready to offer its consulting services to public agencies. The track record shows a very capable and eager ability to analyze difficult underground construction problems, and to provide an innovative and calculated approach to resolving even the most formidable tasks. Ric-Man Construction Florida, Inc. remains dedicated to the high quality standards established by its founder and an ongoing commitment to excellence. 21 CORPORATE RESUME - FLORIDA Daniel Mancini B.S.Civil Engineering,Wayne State University-Detroit,Michigan President Manages the Florida construction operation and has been personally involved with all corporate projects from conception through construction since 1983. Catalina Mancini B.S.Industrial Engineering,Wayne State University-Detroit,Michigan Treasurer/Secretary Manages the Florida office operations and has been personally involved with all corporate projects from conception through construction since 2004. Edward Mancini Coordinates all business and financial aspects of the corporation since 1985. Vice President Experience as Construction Operations/Property Manager since 1996. Commercial Development:own,operate,and development of light to heavy industrial and commercial.Experience in all phases of underground open cut and tunneling methods of utility,drainage and roadwork Michael Fischer AAS Civil Engineering Chief Operations OfficerNassau College-Garden City,New York Civil Engineering,Polytechnic Institute of New York Responsible all aspects of a variety of projects in the state of Florida.Responsible For company's change and scheduling requirements,supports estimating and operations with large heavy civil project opportunities. John D'Alessandro Estimates and management of cured in place piping(CIPP)construction. Project Manager Has worked in the construction industry since 1980. Daniel J.LaCross Coordinates and supervises all production operations on sewer and water projects. Senior Project Manager Has worked in the construction industry since 1985. Tyson DiPetrillo B.S.in Construction Management,Florida International University Project Manager Coordinates and supervises operations on assigned projects. Steve Risso Enforces and maintains all safety policies. Safety Manager, Safety professional with over 25 years of industry experience. Christopher Mancini B.S.Civil Engineering,Georgia Institute of Technology 2017 Manages and Coordinates day to day field operations.Having worked summers Project Engineer in the field starting at age 15,he brings a unique blend of hands on construction experibnce and engineering knowledge to the team. Rafael Vega Manages the estimating and preconstruction services for water&sewer projects. Estimator Has worked in the construction industry since 1997. Christian Bottome B.S.Civil Engineering,Florida International University-Miami,Florida Project Engineer Assists Project Manager with team building and technical skills both in the office&in the field along with monitoring of projects. Dariel Bustamante B.S.Civil Engineering,CUJAE-Habana,Cuba Project Engineer Assists Project Manager with initiation,planning,executing&monitoring of projects.Planning and time management was well as resource Management and Financial&Budget Management. 3IPage RIC-MAIC Supplement FIELD PERSONNEL - FLORIDA Brian Baribeault Coordinates and supervises all production operations on open-cut projects.Has worked in the General Superintendent construction industry since 2000. Oversees and responsible for installation of underground utilities pipe work,road work Mark Shusteric and site work Coordinates field crew to meet schedule completion dates for projects.He Underground Superintendent has worked in the construction industry since 1993. Saul Rivera Supervises all production operations on cured in place pipe lining projects.Coordinates CIPP Superintendent field crew to meet schedule completion dates for projects.Has worked in the construction industry since 2001. Cristian Camacho Manages all aspects of heavy equipment which includes purchasing,maintenance and managing Shop Superintendent warehouse to supply field operations. Amaury Monzon Oversees and responsible for installation of underground utilities pipe work,road work and site Foreman work Coordinates field crew to meet schedule completion dates for projects.Has worked in the construction industry since 2004. Jim Bode Oversees and responsible for installation of underground utilities pipe work,road work and site Foreman work Coordinates field crew to meet schedule completion dates for projects.Has worked in the construction industry since 1987. Sam Sales Oversees and responsible for installation of underground utilities pipe work,road work Foreman and site work Coordinates field crew to meet schedule completion dates for projects. Has worked in the construction industry since 2004. Jeff Otto Oversees and responsible for installation of underground utilities pipe work, Foreman road work and site work Coordinates field crew to meet schedule completion dates for projects. Joel Feinberg Oversees and responsible for installation of underground utilities pipe work,road Foreman work and site work Coordinates field crew to meet schedule completion dates for projects. Jose Rivera Oversees and responsible for installation of underground utilities pipe work,road CIPP Foreman work and site work Coordinates field crew to meet schedule completion dates for projects. Mariano Rivera Oversees and responsible for all CIPP installation with water inversion ranging from 8"-60". CIPP Foreman Operates water boiler trucks, vactor trucks & CCTV operator/Tap Cutter. Has worked in the construction industry since 2013. Peter Perez Oversees and responsible for installation of underground utilities pipe work,road work and site Foreman work Coordinates field crew to meet schedule completion dates for projects. Wage RIC-MAN Supplement ONGOING CONTRACTS Project Name Owner Type Value Percent More Complete Details Installation of 48 Miami Dade Water and Sewer Department Design Build 8,509,000.00 95% Inch Water Main 3071 SW 38th Avenue Utilities Downtown Loop Miami,FL 33146 Closure Office:305-205-5152 Stormwater City of Miami Beach Design Build 6,332,389.80 95% Pump Station at Public Works/Engineering Division Pump Station NE Corner of 1700 Convention Center Drive, 4th Convention Floor Miami Beach,FL 33139 Center Dr(Phase Office:305-673-7080 II) PS052 Cape Coral City of Cape Coral Conventional/ 700,00.00 100% Drainage Annual P.O.Box 150027 Hard Bid Annual Cost CIPP Contract Cape Coral,FL CIPP 33915 West Avenue City of Miami Beach Design Build/ 18,783,590.00 11% 090 Public Works/Engineering Division Utilities 1700 Convention Center Drive,4th Floor Miami Beach,FL 33139 Office:305-673-7080 West Avenue City of Miami Beach Design Build/ 46,092,063.00 9% 091 Public Works/Engineering Division Utilities&Pump 1700 Convention Center Drive,4th Floor Station Miami Beach,FL 33139 Office:305-673-7080 Hollywood City of Hollywood Conventional/ 19,857,6669.00 23% Watermain Department of Public Utilities Hard Bid Replacement 1621 N. 14th Avenue Hollywood,FL 33019 Office: (954)967-4455 North Bay North Bay Village Conventional/ 426,000.00 0% Village 1666 Kennedy Causeway,Suite 300 CIPP North Bay Village,FL 33141 (305)765-7171 Panama City City of Panama City Beach,FL Conventional/ 750,000.00 0/0 Beach 116 South Arnold Road CIPP Panama City Beach,FL 32413 (850) 233-5100 Letort Interceptor Borough of Carlisle Conventional/ 8,245,274.00 37% CIPP 53 West South Street CIPP Carlisle,PA 17013 Office:(717)249-4422 ERT Miami Dade Water&Sewer Department Negotiated 1,717,800.00 95% Emergency Repair 3071 SW 38th Avenue 54"Watermain Miami,FL 33146 Office:(305)205-5152 5IPage RIC-MAN Supplement COMPLETED CONTRACTS Project Name Owner Type Value More Details FDOT Volusia FDOT Conventional 539,250.00 E5U21 7195 Woodland Blvd CIPP Storm Water DeLand,FL 32720 Alan Hyman Shenandoah Area Miami Dade Water&Sewer Department Design Build 11,326,347.00 (Phase A) Nelson Cespedes Neighborhood/ NCESP@miamidade.gov Utilities 3071 SW 38th Avenue Miami,FL 33146 S-899 Miami Dade Water&Sewer Department 13,346,167.52 Rehabilitation of 3071 SW 38th Avenue Design Build 54"Force Main Miami,FL 33146 Slip Line Office:305-205-5152 Southside City of Ann Arbor,Michigan Conventional/ 2,048,872.00 Interceptor Sewer Anne Warrow,PE Hard Bid CIPP Lining Project- 301 E Huron Street,P.O.Box 8647 Phase III (CIPP) Ann Arbor,MI 48107 Office:734-794-6410 Stormdrain Pipe City of Ormond Beach Conventional/ 357,770.00 Lining Alex Blake,Construction Engineer Hard Bid CIPP Rehabilitation ablake( nalmcoast.eov (CIPP) 22 South Beach Street,Room 104 Ormond Beach,FL 32174 Office:386-677-0377 ERT3,84 Inch Miami Dade Water&Sewer Department Emergency 688,343.75 Emergency Alex Valdes Contract Utilities Tapping AIValcl miamidade.gov Connection on the 3071 SW 38th Avenue 84"Prestressed Miami,FL 33146 Concrete Cylinder Office:305-205-5152 Pipe Replacement/ Miami Dade Water&Sewer Department Design Build Slip 16,746,672.00 Rehabilitation of Nelson Cespedes Line 72"Sanitary NCESPPmiamidade.gov Sewer Force Main 3071 SW 38th Avenue Miami,FL 33146 Office:305-205-5152 ORMD- City of Ormond Beach Conventional/ 449,771.00 Stormdrain and Alex Blake,Construction Engineer Hard Bid CIPP Sanitary Sewer ablakePpalmcoast.gov Pipe Lining 22 South Beach Street Rehabilitation Ormond Beach,FL 32174 Offirp•'386-677-11177 61 , Florida Light Broward County Water&Wastewater Conventional/ 508,373.99 House Point-16" Services Hard Bid CIPP Force Main Water&Wastewater Engineering Division Emergency John Morra Repairs(CIPP) jmorra( broward.org 2555 West Copans Rd Pompano Beach,FL33069 Office:954-831-0902 Gravity Sewer Miami Dade Water&Sewer Department Design Build 10,980,000.00 Interceptors for Miguel Pichardo Tunnel the Master Pump Miguel.Pichardo@miamidade.gov Station No.3 3071 SW 38th Avenue Miami,FL 33146 Office:305-205-5152 UAZ 314,316 and Broward County Water&Wastewater Conventional/ 11,048,220.66 318 Water and Services Hard Bid Utilities Sewer Water&Wastewater Engineering Division Improvements Pat MacGregor pamacgregor@broward.org 2555 West Copans Rd Pompano Beach,FL 33069 Office:954-831-0792 ERT2 8 Inch Blow Miami Dade Water and Sewer Department Emergency 43,992.55 Off Nelson Cespedes Work NCESP@miamidade.gov Utilities 3071 SW 38th Avenue Miami,FL 33146 Office: (305)665-7471 ERT1 Manways Miami Dade Water and Sewer Department Emergency 92,146.42 Nelson Cespedes Work NCESP@miamidade.gov Utilities 3071 SW 38th Avenue Miami,FL 33146 Office: (305)665-7471 Dixie Corridor City of Hollywood Conventional/ 3,914,017.72 Septic to Sewer Department of Public Utilities Hard Bid Conversion Clarrisa Ip,PE Utilities Project Manager cip@hollywoodfl.org 1621 N 14th Ave Hollywood,FL 33022 Office:954-921-2985 gt ,~RIC-MAN Su lement Boynton Beach City of Boynton Beach Conventional/ 3,136,018.70 Raw Water Main- Utilities Department Hard Bid Section B Chris Roschek,P.E. Utilities roschekcc bbfl.us 124 E Woolbright Rd Boynton Beach,FL 33435 Office:561-742-6413 Fax:561-742-6298 Pompano Beach City of Pompano Beach Conventional/ 1,188,472.25 NC-21 Water Main Utilities Department Hard Bid and Drainage Alessandra Delfico Utilities Project Alessandra.Delfico@copbfl.com 1190 NE 3rd Ave Pompano Beach,FL 33060 Office:954-786-4144 ESR53 FDOT Florida Department of Transportation Conventional/ 1,073,026.00 SR519 Drainage District 5,Contract Administration Office Hard Bid Improvement Alan Tehrani,Project Administrator CIPP 719 S Woodland Blvd DeLand,FL 32720 Office:386-943-5350 Furnish and Miami Dade Water and Sewer Department Conventional/ $816,454.31 Install Two 72" Construction Management Division Hard Bid Butterfly Valves Pedro Virgil,GEC Utilities in existing 72" Construction Project Supervisor 1 PCCP at vigilpPmiamidade.gov Alexander Orr 3575 S.Lejeune Road Water Treatment Miami,Florida 33146 Direct Line:305-205-5152 Plant Sunset Harbour City of Miami Beach Conventional/ $523,055.01 Pump Stations Public Works/Engineering Division Hard Bid 1&2 Hermes Diaz,P.E. Pump Station HermesDiaz(nmiamibeachfl.gov 1700 Convention Center Drive,4th Floor Miami Beach,FL 33139 Office:305-673-7080 Fax:786-394-4571 Sunrise City of Miami Beach Conventional/ $331,948.81 Pedestrian Public Works/Engineering Division Hard Bid Connection Elizabeth Wheaton Pump Station ElizabethWheatonPmiamibeachfl.gov 1700 Convention Center Drive,4th Floor Miami Beach,FL 33139 Office:305-673-7080 Fax:786-394-4571 UAZ2 07 Broward County Water and Wastewater Conventional/ $1,147,154.78 Lighthouse Point Services Hard Bid 12"Watermain Mark Gabriel,P.E. Utilities and MGabriel a broward.org, 16"Forcemain 2555 West Copan Road Pompano Beach,FL 33069 Office:954-831-0982 Fax:954-831-0925 Government Cut Miami Dade Water and Sewer Department Design Build $64,780,191.07 Utility Relocation Engineering and Design Division Tunnel Projects OCI Gutierrez,Isaac A.(WASD) + IGUT1C(miamidade.gov HDD 3071 SW 38th Avenue Miami,FL 33146 Office:786-552-8970 g RIG-MAN Su•+cement y Ric-Man Su•element Broward County Broward County Water and Wastewater Conventional/ $6,642,652.49 Bid Package Services Hard Bid NO. 13 Najla Elshami Zerrouki,P.E. Neighborhood NelshamObroward.org /Utilities 2555 West Copans Rd. Pompano Beach,FL 33069 Office:954-831-0923 Broward County Broward County Water and Wastewater Conventional/ $9,242,779.90 Bid Package Services Hard Bid NO. 12 Bernard Eugene Neighborhood beugene(ahroward.org. /Utilities 2555 West Copans Rd, Pompano Beach,FL 33069 Office:954-831-0923 48"Water Main City of Fort Lauderdale/Water Works 2011 Conventional/ $1,214,288.47 Improvements, Jorge Holguin Hard Bid Alternate IHolguin(afortlauderdale.eov Utilities Alignment 200 North Andrews Ave.,Suite 300 Phase II Fort Lauderdale,FL 33301 Office:(954)522-2604 Overtown- Florida Light&Power/Avisco Conventional/ $389,370.00 Venetian 138kv Mitch Carpenter Hard Bid Line mcarpenterPavisco.com Utilities Transmission 1005 Clarence Larson Drive Line Project Oak Ridge,TN 37830 Office:(865)276-1360 Miami Springs Miami Dade Water&Sewer Department Conventional/ $3,097,610.24 Calcium Juan Diaz Hard Bid Carbonate jediaz(amiamidade.gov Utilities Deposit Lagoon 3575 S Lejeune Rd Calcium Miami,FL 33146 Carbonate Office:(786)268-5076 Removal Hillsboro City of Deerfield Beach Conventional/ $5,042,782.19 Streetscape Charles DaBrusco Hard Bid Improvements cdabruscoPdeerfield-beach.com Neighborhood 150 NE 2nd Avenue /Utilities Deerfield Beach,FL 33441 Office:(954)480-4270 Shady Banks City of Fort Lauderdale/Water Works Conventional/ $3,698,046.00 Septic Area 20111 Hard Bid Basin C Jorge Holguin Utilities F HolguinPfortlauderdale.gov 200 North Andrews Ave.,Suite 300 Fort Lauderdale,FL 33301 Office:(954)522-2604 Reclaimed Water City of Boca Raton Conventional/ $951,783.37 Pipeline Chris Helfrich Hard Bid Extension Broken chelfrich(nci.boca-raton.Fl,us Utilities South East 1401 Glades Road Boca Raton,FL 33431 Office:(561)338-7303 13th Avenue City of Lake Worth Conventional/ $875,903.22 Drainage Basin John Lamb Hard Bid Improvements jlamb( lakework.org Utilities 1900 2nd Avenue Lake Worth,FL 33460 Office:(561)719-1623 10I " � _ RIC-MAN Su•dement • North East Large City of Fort Lauderdale/Water Works Conventional/ $3,277,729.10 Water Main 20111 Hard Bid Jorge Holguin Utilities iHolauin.afortlauderda!e.,oc 200 North Andrews Ave.,Suite 300 Fort Lauderdale,FL 33301 Office:f9541522-2604 INCA Storm Water City of Boynton Beach Conventional/ $4,460,975.00 Management and Paul Fleming Hard Bid Water Main flen,imi,:ntiobhfl_us Pump Replacement 124 E Woolbright Rd Station/ Boynton Beach,FL 33424 Utilities Office:(561)742-6400 AlA S-Curve City of Deerfield Beach Conventional/ $540,000.00 Charles DaBrusco Hard Bid cdabruscoCDdeerfield-beach.com Utilities 150 NE 2nd Avenue Deerfield Beach,FL 33441 Office:(954)480-4270 Ocean Way City of Deerfield Beach Conventional/ $3,312,897.19 Infrastructure Charles DaBrusco Hard Bid alabrusco(ddeei iie11-he ich.com Utilities Dean Payne dpayne@deerfield-beach.com 150 NE 2nd Avenue Deerfield Beach,FL 33441 Office:(954)480-4270 SS-100 Tracy Northwestern Water and Sewer District Conventional/ 2,528,420.00 Road Trunk 12560 Middleton Drive Hard Bid Sewer Bowling Green,OH 43402 CIPP Rehabilitation (CIPP) I-Drive Orange County Board of Commissioners Conventional/ 436,569.75 Improvements 201 S Rosalind Ave. Hard Bid from Westwood Orlando,FL 32801 CIPP Blvd S to Westwood Blvd N (CIPP) 11l ',' J �. RIC-MAN Supplement 2018 Hollywood Watermain Replacement City of Hollywood Project No. 14-5122 Location: City Hollywood Department of Public Utilities The installation of 137,000 LF of 8",6"and 4"watermain and services to 1621 N. 14th Avenue residents in downtown Hollywood,FL. Includes repaving disturbed Hollywood,FL 33019 roadways and alleys. Office: (954)967-4455 Kimley-Horn and Associates 355 Alhambra Circle Suite 1400 Coral Gables,FL 33134 Ric-Man Construction Florida,Inc. Daniel LaCross-Sr. Project Manager Chris Mancini-Project Engineer Brian Baribeault-General Superintendent Percent Complete: 23% Water Main Contract Amount: $19,857,669.00 Project Start: April 2018 Project Completed: June 2020 12I -MAN Supp?emeut 2017 DESIGN BUILD SERVICES WEST AVENUE IMPROVMENTS PHASE II SOUTH OF 14th STREET City of Miami Beach Project No.2016-090-KB Location: City of Miami Beach 1700 Convention Center Drive Design Build to upgrade all utilities water,sewer,drainage and roadway Miami Beach,FL 33139 elevations to combat sea level rise in the West Ave neighborhood from Office: (305) 673-7071 8th street to 14th street West Ave to Alton Rd.Project includes substantial street end enhancements, emergency generators for existing Pump Stations and expansion of green spaces to promote resiliency per the City's plan. CES Consultants 880 SW 145th Avenue Suite 106 Pembroke Pines,FL 33027 Ric-Man Construction Florida,Inc. Michael Fischer-COO Tyson DiPetrillo- Project Manager Chris Mancini-Project Engineer Christian Bottome-Project Engineer Mark Shusteric-Superintendent Brian Baribeault-General Superintendent Percent Complete: 11% Water Main Contract Amount: $18,783,590.00 Sanitary Sewer Project Start: July 2017 Drainage Project Completed: October 2021 13I1' .( RIC-MAN Suppl ment 2017 DESIGN BUILD SERVICES WEST AVENUE IMPROVMENTS PHASE II NORTH OF 14th STREET City of Miami Beach Project No. 2016-091-KB Location: City of Miami Beach 1700 Convention Center Drive Design Build to upgrade all utilities water,sewer,drainage and roadway Miami Beach,FL 33139 elevations to combat sea level rise in the West Ave neighborhood from Office: (305)673-7071 14th street to 17th street along Bay Road and West Ave to Alton Rd. Project includes substantial street end enhancements, emergency generators for existing Pump Stations and expansion of green spaces to promote resiliency per the City's plan. 1 - 120,000 GPM drainage Pump Station and emergency generator at Lincoln Road. CES Consultants 880 SW 145th Avenue Suite 106 Pembroke Pines,FL 33027 Ric-Man Construction Florida,Inc. Michael Fischer-COO Tyson DiPetrillo- Project Manager Chris Mancini-Project Engineer Christian Bottome-Project Engineer Mark Shusteric-Superintendent Brian Baribeault-General Superintendent Percent Complete: 9% Water Main Contract Amount: $46,092,063 Sanitary Sewer Project Start: July 2017 Drainage Project Completed: January 2023 120,000 GPM Pump Station 141 RIC-MAN Supplement 2016 INSTALLATION OF 48 INCH WATER MAIN DOWNTOWN LOOP CLOSURE Miami Dade Water and Sewer Department Project No. DB 15-WASD-03 Location:Miami,FL Pro =ct O,i'?r Miami Dade Water and Sewer Department Design Build project to construct new Ductile Iron Pipe 30-inch, 3071 SW 38th Ave 36-inch, and 48-inch water main and provide interconnection of Miami,FL 33233 the Hialeah/Preston (north service area) and Alexander Orr Office: (305)665-7471 (south service area) water transmission systems to form a loop closure. Construction will be along NW 5th Street and across Biscayne Boulevard (SR 5/US 1). This phase ties into an existing 12-inch water main on the east side of Biscayne and is intended to provide Parsons Brinckerhoff additional water capacity to the central business area, including 975 N American Way American Airlines Arena,Overtown,Fischer Island,Port of Miami Miami,FL 33132 and Village of Key Biscayne. Office: (305)329-4146 3r,c = C1nrac Ric-Man Construction Florida,Inc. Re>oonsPart4a3 Daniel LaCross,Project Manager Hector Meneses,Project Manager Brian Baribeault,General Superintendent • A:!d " pn Percent Complete 95% Contract Amount(At Time of Award) $8,509,000.00 Final Contract Amount $8,879,861.00 Utilities Installed on this Proiect Value of Work as Prime Contractor 90% Value of Work for Subcontractor 800,000 Project Start Date July 2017 Project Completion Date July 2019 15IPage RIC-MAN Supplement 2016 STORMWATER PUMP STATION AT NE CORNER OF CONVENTION CENTER DR (PHASE II) City of Miami Beach Project No.2016-052-KB Location:Miami Beach,FL Miami Beach-Public Works/Engineering Division Design Build project with drainage work connecting the existing Elizabeth Wheaton storm water network to a new pump station within the ElizabethWheatonPmiamibeachfl.gov Convention Center site.The storm water tank network consists of 1700 Convention Center Drive,4th Floor new piping,pump station and replacement of existing piping.The Miami Beach,FL 33139 piping includes a new 10'x 5'trunk line along Convention Center Office: (305)673-7080 Drive and 19th Street. A new trunk line along 17th Street will Fax:(786)394-4571 replace the existing piping to improve conveyance to the new trunk line. Several existing pipes throughout the system will be Lead 0e;!-,= e r replaced with larger pipes to improve conveyance. Parsons Brinckerhoff 975 N American Way Miami,FL 33132 Office: (305)329-4146 Prime Contractor Ric-Man Construction,Inc. Re3pon;idle Pdrt;e3 Brian Baribeault,General Superintendent AdditionalInform atian Percent Complete 95% Contract Amount(At Time of Award) $6,332,389 • 80,000 GPM Pump Station for storm water Final Contract Amount 7,137,402 Value of Work as Prime Contractor 0 Drainage. Value of Work for Subcontractor 7,137,402 Project Start Date June 2017 Project Completion Date August 2019 if a tar- M— k 4 1 () !' age RIC-MAN Supplement 2016 REHABILITATION OF 5 4-INCH FORCE MAIN Miami Dade Water and Sewer Department Project No.S-899 Location:Miami,FL Miami Dade Water and Sewer Department Design Build project with the rehabilitation of approximately 3071 SW 38th Ave 19,000 LF of 54-inch force main from NW 11th Street and NW 37th Miami,FL 33233 Avenue to NW 2nd Street and NW 67th Avenue. Install a new 48- Office: (305) 665-7471 inch ID HDPE liner pipe within the existing 54-inch PCCP utilizing the slip lining method of installation. 111r } Vis- •• 406..;1. Woolpert,Inc. ~. ° 10900 NW 25th Street,Suite 100 *, Miami,FL 33172-1922 aoi � ' Ric Man Construction Florida,Inc. LL Daniel LaCross,Project Manager Brian Baribeault,General Superintendent Hector Meneses,Project Manager Percent Complete 100% Contract Amount(At Time of Awad) $13,346,167.52 Final Contract Amount 12,490,456 Value of Work as Prime Contractor 10,5536,956 Value of Work for Subcontractor TBD Project Start Date January 2017 Project Completion Date June 2018 • 1 7 I UL is 201 S SHENANDOAH AREA (PHASE A) Miami Dade Water and Sewer Department Project No.DB13-WASD-03,W-928 Location:Miami,FL Miami Dade Water and Sewer Department A Design Build project with neighborhood improvements in Nelson Cespedes downtown Miami's Shenandoah neighborhood featuring the NCESPCnmiamidade.gov furnishing and installation of 39,000 LF of water main plus the 3071 SW 38th Ave conversion of over 750 existing water services; the removal of Miami,FL 33233 existing and installation of 25,000 LF of new gravity sewer main. Office: (305)665-7471 Scope includes extensive MOT coordination, milling and re- surfacing the roadway, new curbing, gutter and sidewalks, landscaping and general restoration of disturbed areas. Project also included public outreach and extensive coordination with EAC Consulting,Inc. stakeholders. 815 NW 57 Avenue,Suite 402 Miami,FL 33126 co Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Hector Meneses,Project Manager Brian Baribeault,General Superintendent Adtl1i`i t)nal Information Percent Complete 100% Contract Amount(At Time of Award) $11,326,347.00 Final Contract Amount 17,261,453 Utilities Instal!eti on this Proiect Value of Work as Prime Contractor 9,907,454 • 39,120 LF of 8"DIP WaterMain Value of Work for Subcontractor 7,359,000 • 662 LF of 6"DIP Project Start Date April2015 • 132 Gate Valves Project Completion Date June 2018 • 52 Fire Hydrant Assemblies • 25,000 SF of SidewalkRestoration • 1,656 LF of Curb and Gutter Restoration • 27,000 SYTrench Restoration • 95,000 SYAsphalt Mill and Resurface • 22,000 LF SanitarySewer 18I Page 2015 REPLACEMENT/REHABILITATION OF 72" FORCE MAIN Miami Dade Water and Sewer Department Project No.DB14-WASD-01 Location:Miami,FL Miami Dade Water and Sewer Department A Design Build Project for the replacement/rehabilitation of 72- Nelson Cespedes inch Sanitary Sewer Force Main along NW/NE 159th Street NCESP()miamidade.gov between NW 17th Avenue and NE 10th Avenue. 3071 SW 38th Ave Miami,FL 33233 Rehabilitation of 72" pre-stressed concrete cylinder pipe force Office: (305)665-7471 main by means of slip lining with approximately 17,000 LF of 63" HDPE liner. Design Build Institute of America awarded Ric-Man Construction Wade Trim Florida, Inc. and Wade Trim the Honor Award for 2100 Ponce De Leon Blvd Water/Wastewater for the project. Coral Gables,FL 33134 Ric-Man Construction Florida,Inc. Pa Daniel LaCross,Project Manager Hector Meneses,Project Manager Brian Baribeault,General Superintendent Percent Complete 100% Contract Amount(At Time of Award) $16,746,672.00 Final Contract Amount 15,290,695 :1 on tni> Project Value of Work as Prime Contractor 11,311,695 • 17,060 LF of HDPE Pipe Value of Work for Subcontractor 3,879,000 • 3 Valves Project Start Date March 2015 ■ 48ARV/Connections/Manways Project Completion Date May 2016 U) IPage + �U : k ,, 19:71 2014 GRAVITY SEWER INTERCEPTOR FOR THE MASTER PUMP STATION NO. 3 Miami Dade Water and Sewer Department Project No.DB13-WASD-01 Location:Miami,FL Miami Dade Water and Sewer Department Design Build project of 54-inch, 48-inch, 36 inch and 30-inch Miguel Pichardo Gravity Sewer Interceptors for Pump Station No. 3. Relocation of Miguel.Pichardo@miamidade.gov Pump Station No.8. 3071 SW 38th Ave Miami,FL 33233 Construction of approximately 4800 LF of 48" gravity sewer Office: (305) 665-7471 installed via micro tunnel in densely populated in downtown Miami. The project was under an aggressive timeline as current residential and mixed-use developments are anticipated being on line by the end of the year. Jacobs 3750 NW 87th Ave,Suite 750 American Society of Civil Engineers (ASCE) Florida Section in Miami,FL 33178 Miami-Dade Branch awarded Ric-Man Construction Florida, Inc. Office: (305) 718-0599 Project of the Year Category II award for outstanding engineering achieved on the project. Ric-Man Construction,Inc. Daniel LaCross,Project Manager Hector Meneses,Project Manager Brian Baribeault,Genera Superintendent Jeff Phillips,Superintendent Percent Complete 100% Contract Amount(At Time of Award) $11,017,000.00 Final Contract Amount $10,980,000.00 Value of Work as Prime Contractor $4,974,000.00 • 600 LF TunnelDrive Value of Work for Subcontractor $6,006,000 • 2,400 LF TunnelDrive Project Start Date April 2014 • 1,300 LF TunnelDrive Project Completion Date November 2015 ■ 700 LF Tunnel Drive 20 1 . RIC-MAN Su•element 2014 UAZ314, UAZ316 AND UAZ318 WATER AND SEWER IMPROVEMENTS Broward County Water and Wastewater Services Project No.9115/9068/9069 Location:Broward County,FL Broward County Water and Wastewater Services Water and sewer improvements South of Griffin Road and North Public Works Department of Stirling Road and at the intersection of Griffin Road and SW 30"' Water and Wastewater Engineering Division Ave. Patrick MacGregor namacaregor@broward.org Installation of new water main and sanitary sewer in 2555 West Copans Road neighborhood with complete roadway restoration and driveways Pompano Beach,FL 33069 and sidewalks. Office: (954)831-0745 Pro;:.: Enginr Chen Moore and Associates Safiya Brea,PE sbrea@chenmoore.com 500 West Cypress Road,Suite 630 Fort Lauderdale,FL 33309 Office: (954)730-0707 Ric-Man Construction Florida,Inc.. Dan LaCross,Project Manager Jeff Phillips,General Superintendent Additional Information Percent Complete 100% Utilities Installed on this Project Contract Amount(At Time of Award) $10,553,083.00 • 15,185 LF SanitarySewer Final Contract Amount $11,048,220.66 • 38,650 LF DIP Water Main Value of Work as Prime Contractor $ • 27 Tons DIP Fittings Value of Work for Subcontractor • 108 Fire Hydrant Assemblies Project Start Date May 2014 • 234 GateValves Project Completion Date February 2016 - 44,000 SY Asphalt Patch - 54,350 SY Asphalt Pavement • 1,450 Sidewalk Restoration lig e RIC-MAN Supplement 2014 SEAPORT & CONVENTION CENTER SECURITY IMPROVEMENT PROJECT Broward County Seaport Engineering and Construction Division Project No.X1139006C1 Location:Hollywood,FL Broward County Seaport Engineering and Construction of a secured and unsecured roadway sections, Construction Division including grading,paving,drainage,lighting,pavement markings, Claude Gentil,PE etc.Construction of a new security checkpoint and the demolition CGENTILCabroward.org of existing checkpoint with relocation of the Port security fiber Project Manager optic network. Installation of a security mesh (screen) at the 1850 Eller Drive,5th floor Northport Parking Garage. Improvements to NE 20th Street sally Fort Lauderdale,FL 33316 port and relocation of a dock access security gate. Office: (954)468-0141 • Craven Thompson&Associates,Inc. 3563 NW 53rd Street Fort Lauderdale,FL 33309 Doug Taylor,PE Ric-Man Construction Florida,Inc. Res- r iUle Par:fps Dan LaCross,Project Manager Brian Baribeault,General Superintendent Jeff Phillips,General Superintendent Percent Complete 100% Contract Amount(At Time of Award) $14,896,656.50 '--+, o-, r11; p,-., _ Final Contract Amount $11,709,597.57 • 883 LF SanitarySewer Value of Work as Prime Contractor $1,855,464.43 • 11,425 LF Curb and Gutter Value of Workfor Subcontractor $9,854,133.14 • 5,722 SYSod Project Start Date May2014 • SecurityCheckpoint Booth Project Completion Date March 2016 • 30,636 LF Thermoplastic Striping • 26,859 SYConcrete • 36,370 SYAsphalt e RIC-MAN Supplement 2014 FLORIDA DEPARTMENT OF TRANSPORTATION Florida Department of Transportation Contract Project No.E5W67 Location:4700 Kirkman Road,Orlando,FL Florida Departmentof Desilting, joint sealing, lining, removing and replacing storm Transportation Orlando Construction water piping on various State Roads;and removing and replacing Office mitered end sections on S.R.438. Monaem Bouazizi Monaem.8ouazizi@ dot.state.fl.us 133 S Semoran Blvd Orlando,FL 32807 Phone: (407)482-7814 Florida Department of Transportation Ric-Man Construction Florida,Inc. John D'Alessandro,Project Manager Saul Rivera,Foreman Additional Information Percent Complete 100% -1; Proict Contract Amount(At Time of Award) $2,340,785.00 • 1,049 LF SanitarySewer Final Contract Amount $2,104,471.07 • 3,888 LF Desilt Existing Drainage Pipe Value of Work as Prime Contractor $1,703,375.07 • 3,650 LF RCP Value of Work for Subcontractor $401,096.00 • 312 DIP Watermain Project Start Date April 2014 • 2 Fire Hydrant Assemblies Project Completion Date December 2014 • 26,859 SYConcrete • 10,027 SYAsphalt • 11,425 LF Curb and Gutter • 30,636 LF Thermoplastic Striping • 442 Guardrail • 4,008 SYSod 23IPage RIC-MAN Supplement 2013 DIXIE CORRIDOR SEPTIC TO SEWER CONVERSION City of Hollywood,FL Project No.09-7047 Location:Hollywood,FL City of Hollywood Remove existing 700 LF of 6" water main. Furnish and install Department of Public 11,000 LF of 8"sanitary main and 6"sanitary laterals.Furnish and Utilities Clarissa Ip,PE install 2,000 LF of water main, 42 manholes, combination of Project Manager valves,restoration of pavement,sidewalks,and curbing. cipl@hollywoodfl.org Phone:(954)921-2985 1621 North 14th Ave Hollywood,FL 33022 EAC Consulting,Inc. 5100 NW 33rdAve,Suite 243 Fort Lauderdale,FL 33309 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,General Superintendent Clyde Harding,General Superintendent . Darryl David,Foreman Brian Baribeault,Foreman Percent Complete 100% Contract Amount(At Time of Award) $3,962,214.00 Final Contract Amount $3,914,017.72 Value of Work as Prime Contractor $2,350,306.87 Value of Work for Subcontractor $1,563,710.85 • 11,387 LF PVC Sanitary Sewer Project Start Date August 2013 • 46 Manholes Project Completion Date December 2014 • 1,649 LF PVC Watermain • 2,500 SF Sidewalk • 31,525 SY Milling and Replacing Asphalt • 8,623 SYAsphalt Trench Restoration 24IPage RIC-MAN Supplement 2013 RAW WATER MAIN - SECTION B Boynton Beach Project No.041-2821-12/DJL-13/14 Location:Boynton Beach,FL City of Boynton Beach Furnish and install 9,000 LF of a 36" Ductile Iron Pressure Pipe Utilities Department including 89 LF of Jack and Bore, 11 Air Release valves and Christopher Roschek combination vacuum valves,restoration of pavement,sidewalks, roschek( bbfl.us and curbing. 124 E Woolbright Rd Boynton Beach,FL 33435 Direct Line: (561)742-6413 `rgineer Erdman Anthony 1402 Royal Palm Beach Blvd,Suite 500 Royal Palm Beach,FL 33411 Prim'Contractor Ric-Man Construction Florida,Inc. R�spon�ibl Parties Daniel LaCross,Project Manager Jeff Phillips,General Superintendent Clyde Harding,General Superintendent Darryl David,Foreman Brian Baribeault,Foreman - -31 Ir mat _ Percent Complete 100% Contract Amount(At Time of Award) $3,112.000.00 Final Contract Amount $3,136,018.70 Value of Work as Prime Contractor $2,775,231.30 ': 11?d 0- T.,;; pro; -• Value of Work for Subcontractor $360,787.40 • 9,100 LFof36"DIP Project Start Date October 2013 • 31 Tons of Fittings Project Completion Date July 2014 • 13,464 SY Replace and Restore Asphalt • 11 Valves • 1,655 LF Curb �5 � ' age RIC-MAN Supplement 2012 POMPANO BEACH NC-21 WATER MAIN AND DRAINAGE PROJECT Pompano Beach Project No.07-936 Location:Pompano Beach,FL P Cy/ ^- City of Pompano Beach Furnish and install water main and drainage structure.Furnish Utilities Department and place paving,driveway and sidewalks. Alessandra Delfico Alessandra.Delfico@icopbfl.com 1190 NE 3rdAve,Building C Pompano Beach,FL 33060 (954)786-4144 Peter Moore Chen Moore and Associates 500 West Cypress Creek Road,Suite 410 Fort Lauderdale,FL 33309 (954) 730-0707 Cnntr?:.or Ric-Man Construction Florida,Inc. Responsible Parties Dan LaCross,Project Manager Fausto Rozon,Assistant Project Manager Jeff Phillips,General Superintendent Clyde Harding,General Superintendent Additional Information Percent Complete 100% Contract Amount(At Time of Award) $1,188,472.25 In3t1'a1 on t``i; Pro's:*. Final Contract Amount $1,188,472.25 • 275 LF of 6"DIP Watermain Value of Work as Prime Contractor $1,009,634.85 • 1,800 LF of 8"DIP Water Main Value of Work for Subcontractor $179,107.40 • 12 Valves Project Start Date January2013 • 2 Tons of Fittings Project Completion Date June2013 • 4 Fire Hydrant Assemblies • 6,530 SY of Topsoil andSod 26IPage RIC-MAN Supplement 72" BUTTERFLY VALVES 2012 Miami Beach Project No.507.00.PW.37-09/10 Location:Miami Beach,FL \.Vyk Miami Dade Water and Sewer Department Furnish and install two (2) 72-inch butterfly valves in 72" PCCP Construction Management Division outside of the Alexander Orr water treatment plant. RIC-MAN Pedro Virgil,GEC Construction to apply for dewatering permit, ROW permit and vigilp 1)miamidade.gov FDOT ROW permit. Construction Project Supervisorl Direct Line: (305)205-5152 Removed existing 72"PCCP and installed two 72"butterfly valves 3575 S.Lejeune Road and reconnected back to the 72"PCCP with shorts and adaptors. Miami,Florida 33146 Pro]ect Engineer Same as Owner Prime Contr-i- Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Fausto Rozon,Assistant Project Manager Jeff Phillips,General Superintendent Clyde Harding,General Superintendent Erik David,Foreman Additional Information Percent Complete 100% Contract Amount(At Time of Award) $744,539.32 Final Contract Amount $816,454.31 Value of Work as Prime Contractor $793,557.56 Value of Work for Subcontractor $22,896.75 Project Start Date September 2012 Project Completion Date January2012 23 In3t311 id • +/-80 LF of72"PCCP • 2-72"Butterfly Valves • Miscellaneous water main valve relocation 27IPage RIC-MAN Supplement SUNSET HARBOUR PUMP STATION 1 & 2 2012 Miami Beach Project No.507.00.PW.37-09/10 Location:Miami Beach,FL Miami Beach-Public Works/Engineering Division This project consists of drilling four(4)new wells,redevelopment Hermes Diaz,P.E. of two (2) installation of six (6) structures, four being for new HermesDiazPmiamibeachfl.gov wells and two for additional drainage. 1700 Convention Center Drive,4th Floor Miami Beach,FL 33139 Installation of 475 linear feet of high-pressure C-905 12" force Office: (305)673-7080 main and 200 linear feet of A2000 Pipe connecting 2 drainage Fax: (786)394-4571 structures.Resurfacing and road restoration. ?ro;ectEng' eer A&P Consulting Transportation Engineers Lazaro Ferrero,P.E. Senior Project Engineer LFerreroPAPCTE.com 10305 N.W.41 Street,Suite 115 Miami,FL 33178 Office: (305) 592-7283 Fax: (305)593-1594 ?rL-e Co,,.ractJ, Ric-Man Construction Florida,Inc. R?.spensibie ?ar:ies • Daniel LaCross,Project Manager Fausto Rozon,Assistant Project Manager Jeff Phillips,General Superintendent Clyde Harding,General Superintendent Erik David,Foreman Additior Percent Complete 100% Contract Amount(At Time of Award) $359,230.68 Final Contract Amount $523,055.01 Value of Work as Prime Contractor $465,215.01 Dn ? Value of Work for Subcontractor $57,840.00 ■ 6 Drainage Structures Project Start Date August 2012 • 475 LF of high-pressure C-90512"FM Project Completion Date November 2012 • 200 LF of A2000 Pipe 28IPage RIC-MAN Supplement SUNRISE PEDESTRIAN CONNECTION 2012 Miami Beach Project No.530.00.PW.37-09/10 Location:Miami Beach,FL n'',k/,r< Miami Beach-Public Works/Engineering Division This project was a streetscape beautification project,with custom Elizabeth Wheaton light fixtures, custom removal bollards for emergency vehicles, ElizabethWheatonOmiamibeachfl.gov exotic landscaping and intricate paver weaving. High grade 1700 Convention Center Drive,4th Floor changes to maximize drainage. Miami Beach,FL 33139 Office: (305)673-7080 Approximately 100 feet of HDPE exfiltration pipe and Nyloplast Fax: (786)394-4571 drain basins.Flexi-pave all tree pits,with a healthy tree fertilizer system. Engineer Schwebke Shiskin&Associates,Inc. 3240 Corporate Way Miramar,FL 33025 Office: (954)435-7010 Fax: (954)438-3288 Prim= Contras:; Ric-Man Construction Florida,Inc. Respon5i5!a Part._; Daniel LaCross,Project Manager Fausto Rozon,Assistant Project Manager Jeff Phillips,General Superintendent Clyde Harding,General Superintendent Erik David,Foreman Percent Complete 100% Contract Amount(At Time of Award) $330,748.81 Final Contract Amount $331,948.81 • 100 LF HDPE exfiltration trench Value of Work as Prime Contractor $151,424.76 Value of Work for Subcontractor $180,524.05 Project Start Date June 2012 Project Completion Date October 2012 29 IPage RIC-MAN Supplement UAZ207 - LIGHTHOUSE POINT 12" WATERMAIN AND 16" FORCEMAIN 2012 Broward County Project No.9090/9112 Location:Lighthouse Point,FL Broward County Water and Wastewater Services This project was within a residential neighborhood with a heavy Mark Gabriel,P.E. traffic flow. Installation of in 4,500 linear feet of 16" Force main, MGabrielftbroward.org two(2)conflict air release structures,while tapping three(3)plug 2555 West Copan Road valves into a live deteriorated Force main. Also, installation of Pompano Beach,FL 33069 4,400 linear feet of Watermain, including 10" stainless steel Office: (954)831-0982 custom fabrication bridge crossing Watermain. Fax: (954)831-0925 This project was a complete restoration of a neighborhood with all utilities and roadway restoration, sidewalks and driveway Robert Wilson connections.All required permits were obtained using RIC-MAN Jiwilson@broward.org Construction's staff. Broward County Water and Waste Water Services 2555 West Copan Road Pompano Beach,FL 33069 Office: (954)831-0901 Fax: (954)831-3025 Prime Contractor Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Fausto Rozon,Assistant Project Manager Jeff Phillips,General Superintendent Clyde Harding,General Superintendent Darryl David,Foreman Erik David,Foreman Add;tionalInformation Percent Complete 100% Contract Amount(At Time of Award) $1,156,817.00 util - �s Instlneci on this Project Final Contract Amount $1,147,154.78 • 4,225 LF Piping Value of Work as Prime Contractor $836,008.28 - 4,540 LF PVC Piping Value of Work for Subcontractor $311,146.50 ■ 9 Gate Valves Project Start Date May 2012 • 4 Butterfly Valves Project Completion Date Dec.2012 • 1.5 Ton Fittings • 11,200 SYAsphalt • 6,400 LF Thermoplastic Striping 30IPage RIC-MAN Supplement 2011 GOVERNMENT CUT UTILITY RELOCATION PROJECTS OCI Project NO.DB10-WASD-01 ESP Location:Port of Miami and Fisher Island,Miami,Florida Gutierrez,Isaac A.(WASD) Replacement of existing 54" sewage force main and 20" water IGUTIOmiamidade.gov main via microtunnel boring machine from Miami Beach to Miami-Dade Water and Sewer Department Biscayne Bay. Engineering and Design Division Design Build replacement (lowering in elevation) of MDWASD's 3071 SW 38th Avenue existing 54-inch underground force main sanitary sewer by Miami,FL 33146 microtunnel methodology with a 60-in inside diameter force main Office: (786)552-8970 from Fisher Island-Launch Shaft to a Retrieval Shaft south of the City of Miami Beach in water,within the Government Cut. Microtunnel drive; 1,200 LF was successfully performed at a Trish Carney 90 ft.below sea level. pcarneyPhazenandsawyer.com Design Build replacement by emergency order Amendment No. Hazen and Sawyer 1. Ric-Man provided by MTBM methodology the replacement of 999 Ponce De Leon Boulevard,Suite 1150 MDWASD's existing 54-in force main with a 60-in inside diameter Coral Gables,FL 33134 force main,from South Point Park within the City of Miami Beach to its Retrieval Shaft located south of the City of Primo. Contractor _ Miami Beach in water,within the Government Cut. Microtunnel Ric-Man Construction Florida,Inc. drive;700 LF was performed at a 63 ft.below sea level. Design and installation details of the 1700 linear feet,24-inch internal diameter high density polyethylene sub-aqueous water ��"+. ,iii illii -ICI main pipeline installed by the horizontal directional drilling method(HDD)across Fisherman's Channel,submitted as an "` .': Alternate Proposal by the DESIGN-BUILDER in response to the 4-;,,,, , - .,:,_ ":-. , , . RDBS and depicted in Exhibit C of the Contract Maintenance of l� 1 ° - Traffic and temporary parking and transportation arrangements � ,j, _In for Longshoremen at the Port of Miami.Staging Area layouts at r the Port of Miami.Staging Area layouts at Fisher Island. ,.x' • Permanent and temporary easements at Fisher Island(Under , - final negotiation between DESIGN-BUILDER and Fisher Island). Open cut installation of+/-480 LF of open cut installation of 60- inch PCCP along Washington Ave.in Miami Beach to the point of connection in South Pointe Park. Design Build Institute of America awarded Ric-Man Construction sponsibia Parti-n FL,Inc.and Hazen Sawyer Team the Honor Award for Water/Wastewaterforthe project. Daniel Mancini.Senior Project Manager Steven Mancini,Senior Project Manager Eddie Mancini,Bond/Insurance Requirements Duane Mullica,Quality Control Kirk Jarman,Quality Control Bill Parker,Safety Manager Daniel LaCross,Estimator/Project Manager Percent Complete 100% Mo Garcia,Public Relations Contract Amount(At Time of Award) $45,885,191.07 Jeff Phillips,Superintendent Final Contract Amount $64,780,191.07 Brian Desynder,Superintendent Value of Work as Prime Contractor $42,973,126.07 Value of Work for Subcontractor $21,807,065.00 Project Start Date Apr.2011 Project Completion Date Dec.2013 31IPage RIC-MAN Supplement 2010 NORTH COUNTY NEIGHBORHOOD IMPROVEMENT PROJECT BID PACKAGE NO. 13 Location:Ft Lauderdale,Florida Najla Elshami Zerrouki,P.E. Installation of New water Main, Sanitary sewer, Drainage and Nelshami( broward.org Complete Neighborhood Improvement Project. Broward County Water&Wastewater Services 2555 West Copans Rd. This project was within a residential neighborhood with a heavy Pompano Beach,FL 33069 traffic flow. Dewatering of the sanitary sewer was accomplished (954)831-0923 using Well points. The deepest cut range was 16' - 18' for the installation of the sanitary main at the connection to the new wet well. This project was a complete restoration of a neighborhood with all utilities and roadway restoration,sidewalks and driveway Miller Legg connections.All required permits were obtained using RIC-MAN 5747 North Andrews Avenue Construction's staff. Fort Lauderdale,FL 33309 Ric-Man Construction Florida,Inc. Resoonsi'ble Parties Daniel LaCross,Project Manager Jeff Phillips,Superintendent Ut3;ti?s art. ■ 15,400 LF of DIP Watermain • 3 Tons DIP Fittings A,t:i!t!oaal Informati,1 • 45 Gate Valves Percent Complete 100% ■ 20,300 LF of SanitarySewer Contract Amount(At Time of Award) $6,901,165.77 • 1,650 LF of 12"DIP ForceMain Final Contract Amount $6,642,652.49 • 7,100 LF of RCP/HDPE Drainage Value of Work as Prime Contractor $3,225,507.33 • 52,600 SY of Roadway Restoration Value of Work for Subcontractor $3,417,145.16 Project Start Date Jan.2011 Project Completion Date March,2013 32IPage RIC-MAN Supplement 2010 NORTH COUNTY NEIGHBORHOOD IMPROVEMENT PROJECT BID PACKAGE NO. 12 Location:Ft Lauderdale,Florida er .or S e of\,";',;•.< ;, . Bernard Eugene This project was within a residential neighborhood with a heavy beugene@broward.org traffic flow. Dewatering of the sanitary sewer was accomplished Broward County Water&Wastewater Services using Well points. The deepest cut range was 18' - 20' for the 2555 West Copans Rd, installation of the sanitary main at the connection to the new wet Pompano Beach,FL 33069 well. This project was a complete restoration of a neighborhood Office: (954)831-0923 with all utilities and roadway restoration,sidewalks and driveway connections. All required permits were obtained using Ric-Man Construction FL staff. Prcjact Engineer Miller Legg Installation of New water Main, Sanitary sewer, Drainage and 5747 North Andrews Avenue Reclaimed Water Main Complete Neighborhood Improvement Fort Lauderdale,FL 33309 Project. Prune Contractor Ric-Man Construction Florida,Inc. ;ible Par` > Daniel LaCross,Project Manager Jeff Phillips,Superintendent Utilities Installed on this Project • 19,796 LF of DIP Watermain • 7 Tons DIP Fittings Additional Information • 88 Gate Valves Percent Complete 100% • 18,030 LF of Sanitary Sewer Contract Amount(At Time of Award) $9,407,364.22 • 1,678 LF of 12"DIP Force Main Final Contract Amount $9,242,779.90 • 10,175 LF of RCP/HDPE Drainage Value of Work as Prime Contractor $6,032,614.54 • 27,986 LF of Reclaimed Water Main Value of Work for Subcontractor $3,210,165.36 Project Start Date May 2010 Project Completion Date August 2012 33IPage RIC-MAN Supplement 2009 48" WATER MAIN IMPROVEMENTS, ALTERNATE ALIGNMENT PHASE II Location:Ft.Lauderdale,Florida Jorge Holguin Installation of 3,460 LF of owner Supplied 48" DIP Water Main JHolguin@fortlauderdale.gov with 3 ARV Valves&Structures.Due to the depth of the excavation City of Ft.Lauderdale/Water Works 2011 dewatering along the pipeline path was required. Also,a part of 200 North Andrews Ave,Suite 300 this project was the complete roadway restoration including Ft Lauderdale,FL 33301 driveways and swales. (954)522-2604 This project was within a residential neighborhood with a heavy traffic flow. Part of this project was located with-in Broward pr »r County Right-of-Way all required permits were obtained using Keith&Schnars for Water Works 2011 Ric-Man Construction FL staff. 6500 North Andrews Ave. Ft Lauderdale,FL 33309 (954) 776-1616 Ric-Man Construction Florida,Inc. Resoonsib!e Par' >> Daniel LaCross,Project Manager Jeff Phillips,Superintendent Uti1'- r!d on this Project ■ 3,460LF of 48"DIP Water Main ■ 37 Tons of DIP Water Main Fittings Additional lnform3tiDn ■ 2 48"Butterfly valves Percent Complete 100% • 10 Sample Points Contract Amount(At Time of Award) $1,192,804.65 Final Contract Amount $1,214,288.47 Value of Work as Prime Contractor $900,905.43 Value of Work for Subcontractor $313,383.04 Project Start Date Jan.2010 Project Completion Date Sept.2010 34IPage • RIC-MAN Supplement 2009 OVERTOWN - VENETIAN 138KV LINE TRANSMISSION LINE PROJECT Location:Miami Beach,Florida Mitch Carpenter This project was in the City of Miami Beach with very tight mcarpentere)avisco.coni working conditions and a very vocal local resident that had a bad Florida Power&Light/Avisco experience with a previous contractor working in the area. 1005 Clarence Larson Drive, Oak Ridge,TN 37830 On this project Ric-Man Construction Florida, Inc. was a (865) 276-1360 subcontractor to Avisco. Ric-Man preformed the land side excavation for the installation of the 138KV Transmission line. Ric-Man also performed the required restoration work. Jim Sells (786) 236-5758 Florida Power and Light Jacobs North America Ric-Man Construction Florida,lnc./FPL Daniel LaCross,Project Manager Jeff Phillips,Superintendent 'tfu'i_;oral Ir'`.- "3`..Jr Percent Complete 100% Contract Amount(At Time of Award) $389,370.00 Final Contract Amount $389,370.00 Value of Work as Prime Contractor $389,370.00 Value of Work for Subcontractor $0.00 Project Start Date May 2009 Project Completion Date July 2009 35IPage RIC-MAN Supplement 2009 MIAMI SPRINGS CALCIUM CARBONATE DEPOSIT LAGOON CALCIUM CARBONATE REMOVAL Location:Miami,Florida Juan Diaz This project was located within a residential neighborhood and jediazPmiamidade.gov directly across the street from the Miami Springs High School. Miami Dade Water&Sewer +/- 11,000 truckloads of material were removed from the site 3575 S Lejeune Rd with zero accidents or incidents involving property damage or Miami,FL 33146 claims. (786) 268-5076 This project consisted of the removal of 182,000 cubic yards of calcium carbonate residual from an above ground storage lagoon located in the City of Miami Springs. Miami Dade Water&Sewer 3575 South Lejeune Road Miami,FL 33146 (786) 268-5076 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent • • 2" Reclaimed Waterservice • Portable Truck wash for exitingvehicles Percent Complete 100% Contract Amount(At Time of Award) $3,097,610.24 Final Contract Amount $3,097,610.24 Value of Work as Prime Contractor $3,072,074.24 Value of Work for Subcontractor $25,536.00 Project Start Date Mar.2009 Project Completion Date May 2010 36Ii' , , r RIC-MAN Supplement 2008 HILLSBORO STREETSCAPE IMPROVEMENTS Location:Deerfield Beach,Florida Pry Charles DaBrusco This project took place on State Road 810 this is the major CDaBrusco@ deerfield-beach.com thoroughfare for the City of Deerfield Beach to get residents and City of Deerfield Beach visitors to and from the Beach access area. 150 NE 2nd Avenue Deerfield Beach,FL 33441 The Hillsboro Streetscape Improvement project consisted of the (954)480-4270 complete Streetscape of Hillsboro Blvd. from US 1 to State Road AlA with drainage improvements,water main replacement,Brick Paver sidewalk, landscape with irrigation and hardscape including bus shelters,trash cans and benches.Also,part of this project was the complete reconstruction of the roadway while Keith&Schnars for Water Works 2011 maintaining access to all residents, business owners and public. 6500 North Andrews Ave. The medians were realigned,new street lights were installed and Ft Lauderdale,FL 33309 the major intersections received new mast arms and traffic (954) 776-1616 signals. This project also consisted of the complete burial of all FPL, Comcast and AT&T overhead lines converting the entire system to and underground looped system. Prirre Contractor Ric-Man Construction Florida,Inc. Rsoon cls P;�rti s Daniel LaCross,Project Manager Jeff Phillips,Superintendent Wit., t es Instal ed on this Project • 1078 LF of 18"RCP Drainage • 69 LF of 24" RCP Drainage " „,tion • 350 LF of 30" RCP Drainage Percent Complete 100% • 28 FDOT P-5&P-6 Storm Inlets ContractAmount(AtTimeofAward) $5,111,500.25 • 2362 LF of 10"DIP WaterMain Final Contract Amount $5,042,782.19 • 4 Live Water Main TapsVarious Sizes Value of Work as Prime Contractor $1,264,734.19 • 7100 LF of FPL Conduit with Hand Holes Value of Work for Subcontractor $3,778,048.00 • 13,100 LF of ComcastConduits Project Start Date Aug.2009 ▪ 10,200 LF of Bellsouth Conduits Project Completion Date July 2012 37IPage RIC-MAN Supplement 2008 SHADY BANKS SEPTIC AREA BASIN C Location:Ft.Lauderdale,Florida Jorge Holguin This project was within a neighborhood with a very vocal home JHolguin@fortlauderdale.gov owners association,Ric-Man Construction Florida,Inc.received a City of Ft.Lauderdale/Water Works 20111 letter of appreciation from the City of Ft Lauderdale in regards to 200 North Andrews Ave,Suite 300 the performance on this project. Ft Lauderdale,FL 33301 (954)522-2604 The installation of+/-16,000 LF of Sanitary Sewer and associated manholes (70). This project also included road reconstruction, Including sidewalks, driveways & Swales with sod and other miscellaneous landscaping. Keith&Schnars for Water Works 2011 6500 North Andrews Ave. Ft Lauderdale,FL 33309 (954)776-1616 Ric-Man Construction Florida, Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent Utilities lns*.'''ed on this Project • 15,986 LF of 8"GravitySewer • 70 Sanitary Sewer Manholes Additi,Dn311nforrn3tion • 303 Sanitary Sewer Service Laterals Percent Complete 100% • 1,800 LF of 8"WaterMain Contract Amount(At Time of Award) $3,493,703.41 • 21 WaterServices Final Contract Amount $3,698,046.00 • 5 Live Water MainTaps Value of Work as Prime Contractor $2,384,690.81 Value of Work for Subcontractor $1,313,355.19 Project Start Date Dec.2007 Project Completion Date Oct.2008 38IPage RIC-MAN Supplement 2008 RECLAIMED WATER PIPELINE EXTENSION BROKEN SOUTH EAST Location:Boca Raton, Florida Chris Helfrich This project was within a corporate business center and along chelfrichOci.boca-raton.fl.us Lake Worth Drainage District easements. The directional on this City of Boca Raton project was performed under a busy 6 lane FDOT Roadway with a 1401 Glades Road high-profile fiber optic cable along the bore path. Boca Raton,FL 33431 (561) 338-7303 Installation of +/- 5,000 LF of 20" Reclaimed Water Main with service stubs and a directional drill+/- 300 LF under Yamato Rd. Also included with in this scope of work was the restoration of sidewalk and roadway with tree removal and relocation. Rebecca Travis/Mathews Consulting 477 S Rosemary Ave,Suite 330 West Palm Beach,FL 33401 (561) 655-6175 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent • 5,000 LF of 20" Reclaimed Watermain • 18 Tons of DIP Water Main Fittings • 4 20" Butterflyvalves Percent Complete 100% • 6 8"Service Stubs Contract Amount(At Time ofAward) $905,360.10 • 2 Air Releasestructures Final Contract Amount $951,783.37 • 300 LF 20" Directional Drill Value of Work as Prime Contractor $634,407.25 Value of Work for Subcontractor $317,36.12 Project Start Date Sept.2008 Project Completion Date Dec.2008 39I1' .i , _ RIC-MAN Supplement 2007 13TH AVENUE DRAINAGE BASIN IMPROVEMENTS Location:Lake Worth,Florida John Lamb This project was constructed in the middle of a residential jlambPlakeworth.org neighborhood with ground water influence from the Intra-Coastal City of Lake Worth Water way(ICW). 1900 2nd Ave. Lake Worth,FL 33460 Installation and replacement of large Diameter drainage and (561) 719-1623 Installation of Nutrient separating Baffle boxes prior to the discharge of storm water into the Lake Worth Lagoon. Also included in this project was minor water main relocation to facilitate the installation of the large diameter drainage and Anne Capelli/Mock Roos&Associates exfiltration trench with associated structures. 5720 Corporate Way West palm Beach,FL 33407 (561)683-3113 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent • 127 LF of 66" RCPDrainage • 100 LF of 48" RCPDrainage • 80 LF of 36" RCP Drainage Percent Complete 100% • 370 LF of 18" RCP ExfiltrationTrench Contract Amount(At Time of Award) $866,483.00 • 1-10'x 16' Nutrient Separating Baffle Box(NSBB) Final Contract Amount $875,903.22 • 1-8'x 14' Nutrient Separating Baffle Box(NSBB) Value of Work as Prime Contractor $770,915.22 • 1-6'x 12' Nutrient Separating Baffle Box(NSBB) Value of Work for Subcontractor $104,998.00 • Miscellaneous water Main Adjustments Project Start Date Feb.2007 Project Completion Date July 2007 40 � P , RIC-MAN Supplement 2007 NORTH EAST LARGE WATER MAIN Location:Ft.Lauderdale,Florida Jorge Holguin This project was within the City of Lauderdale by the Sea the JJ{olguin@fortiauderdale.gov pipeline was installed along State Road AlA with heavy traffic City of Ft.Lauderdale/Water Works 20111 flow.All FDOT required permits were obtained by Ric-Man's staff. 200 North Andrews Ave,Suite 300, The installation of the 12"Water main was accomplished during Ft Lauderdale,FL 33301 the hours of 9:OOam to 4:00 PM due to FDOT permit requirements. (954)522-2604 Installation of+/- 10,000 LF of 12"DIP Water Main,a Horizontal Directional Drill under Commercial Blvd. Roadway Restoration, Pro' sidewalk restoration,swales to include sod. CH2MHi11 for Water Works 2011 800 Fairway Drive suite 350 Deerfield Beach,FL 33441 (954)426-6112 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent this Project • +/-10,000 LF of 12"DIP Watermain • 14 Tons of DIP Water Main Fittings Addition3llnform7Hon • 15 Fire Hydrant Assemblies Percent Complete 100% ■ 45 Gate Valves Contract Amount(At Time of Award) $3,262,318.10 ■ 9 Tapping Sleeves and valves with 9 lives taps Final Contract Amount $3,277,729.10 to active watersystems Value of Work as Prime Contractor $2,167,800.60 • 22 Sample Points Value of Work for Subcontractor $1,109,928.50 Project Start Date May 2007 Project Completion Date Dec.2007 11IPage RIC-MAN Supplement 2006 INCA STORM WATER MANAGEMENT AND WATER MAIN REPLACEMENT Location:Boynton Beach,Florida Paul Fleming This project was within the City of Boynton Beach in an area of FleminePnbbflus tidal influence with poor soil conditions directly adjacent to the City of Boynton Beach Intracoastal Water Way(ICW). 124 E Woolbright Rd Boynton Beach,FL 33424 Installation of+/- 7,500 LF of HDPE Drainage with FDOT ditch (561) 742-6400 bottom inlets detention ponds with a storm water pump station without fall into the Intracoastal Waterway. 5,000 LF of 6"Water Main, 20,000 SY of new roadway new street lighting, landscape and irrigation. Camp Dresser&Mckee Ana DeMelo 1601 Belvedere Rd.Suite 211 South West Palm Beach,FL33406 (561)689-3336 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent • +/-7,500 LF of HDPE Drainage • 37 FDOT Ditch Bottom inlets and Manholes • +/-5,000 LF of 6"Water Main Percent Complete 100% • 11 Fire Hydrant Assemblies Contract Amount(At TimeofAward) $4,130,907.00 • 20 Gate Valves Final Contract Amount $4,460,975.00 • 65 Water Services Value of Work as Prime Contractor $3,254,763.00 • 5 Tapping Sleeves and valves with 9 lives taps Value of Work for Subcontractor $1,235,912.00 to active watersystems Project Start Date Jun.2005 • 7 Permanent Sampling Points Project Completion Date Aug.2006 42I �' �i RIC-MAN Supplement 2006 AlA S-CURVE Location:Deerfield Beach,Florida Charles DaBrusco This project took place on State Road AlA directly across from the CDaBruscoPdeefield-beach.com Beach Access for the City of Deerfield Beach. City of Deerfield Beach 150 NE 2nd Avenue This project consisted of drainage improvements along A1A+/- Deerfield Beach,FL 33441 504 LF of Exfiltration trench and associated structures the (954)480-4270 installation of new Street lighting,new brick Paver sidewalk 5,288 SF and landscaping. Keith&Schnars for Water Works 2011 6500 North Andrews Ave. Ft Lauderdale,FL 33309 (954) 776-1616 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent • 304 LF of RCP Exfiltration Trench • 200 LF of 18" RCPDrainage • 5 FDOT Curb Inlets Percent Complete 100% • 1 FDOT Storm Manhole Contract Amount(At Time of Award) $540,000.00 Final Contract Amount $540,000.00 Value of Work as Prime Contractor $373,245.00 Value of Work for Subcontractor $166,755.00 Project Start Date May 2006 Project Completion Date July 2006 43 I r .1 2 RIC-MAN Supplement 2005 OCEAN WAY INFRASTRUCTURE Location:Deerfield Beach,Florida Charles DaBrusco This project took place directly on Deerfield Beach This is the CDaBrusco@ deefield-beach.com main beach for all Deerfield residents and visitors. Dean Payne DPayne( deerfiled-beach.com This project consisted of the complete Streetscape Improvement City of Deerfield Beach of the entire beach front area.The installation of class V Drainage 150 NE 2nd Avenue wells(3)the installation of new drainage+/-1,900 LF Water Main Deerfield Beach,FL 33441 replacement 1,500 LF the installation of Beach showers,Entrance (954)480-4270 features, extensive Landscaping and hardscape, Street Light installation with protection for sea turtles a New Brick Paver Promenade 54,000 SF and a Complete Sound system. P - Robert McSweeney Keith&Associates 301 East Atlantic Blvd Pompano Beach,FL 33069 (954)729-6872 Ric-Man Construction Florida,Inc. Daniel LaCross,Project Manager Jeff Phillips,Superintendent Additional Information Percent Complete 100% Contract Amount(At Time of Award) $2,722,897.19 Final Contract Amount $3,312,897.19 Value of Work as Prime Contractor $2,514,530.00 Value of Work for Subcontractor $7,98,367.19 Project Start Date May 2004 Project Completion Date July 2005 44Ipage RIC-MAN Supplement ADDITIONAL PROJECT EXPERIENCE Miami Dade Water andSewer 2002 12"-30"Sewer&Water $1,027,674.00 1998 24"Force Main $1,107,128.00 1997 32nd Street Force Main $1,810,425.00 1997 1,324'48"DIP With part micro Tunnel $2,946,073.00 1996 S-427 Dixie Highway Project $2,643,310.00 1995 5,000'72"Pre-stressed $2,102,289.00 1995 5,000'36"DIP Water Main $1,231,919.00 1995 48"Force Main $2,032,555.00 City of Miami 2002 6,560'12"&16"DIP 3,280'Direction Drilling $2,831,287.00 City of Ft.Lauderdale 2000 6"-14"Force Main w/Pump Stations $4,682,320.00 South Central Regional Wastewater Board 1998 NW Reuse System Transmission $2,495,595.00 Florida D- •a men •fTran • •rta i•n 2002 Misc.Repairs Annual Contracts $1,169,652.00 2001 Misc.Repairs Annual Contracts $1,086,533.00 Broward County 2007 Highland Scrub County Park $1,013,743.03 2002 25,000' 12"-36"Sewer&Water $8,045,604.00 2002 55,900'8"-15"Sewer&Water $7,980,000.00 2001 54,500' 6"-36"Sewer&Water $5,571,280.00 Village of Tequesta 2001 30,500'6"-42"Sewer&Water $2,276,113.00 Palm Beach County 2002 30,000m 450mm-1800mm Sewer&Water $12,914,897.00 City of Deerfield Beach 2004 Ocean Way Improvements $3,312,897.19 Florida Power and Light 2011 Installation of+/-1200'of 12"-6"Conduit duck-bank encased in fluidized Thermal $494,140.00 2009 Backfill $535,125.00 excavation for the installation of 94"Steel Conduit Landside PROJECT PHOTOS r1. R ♦ ,. *b l"' �r• -_ _ i a INPIR 4 . s1 `r` 41 f ,., s,r d° P ,Lie. FIGURE 1: REPLACEMENT/REHABILITATION OF 72"FORCE MAIN(2016) 4 ,_ ,�<.„ i - 1 ,,JO 'jam. V .. 4AL. -4,„,..,...5, > ... i ,• } 3 44t.i. -Cz- 'mom w < ir ei;. J9 . "'8 . 2015 it. FIGURE 2:UAZ WATER AND SEWER IMPROVEMENTS,BCWWS(2015) RIC—MAN CONSTRUCTION FLORIDA, INC. MI RIC-MAN Supplement iii / , .. \ X10, ji f j A .,`+ i : r w z ; • r ' , i 1 / -27":.." ii..I,'11'.7, .' 'if: I. 1 e - "mit ire ! I ; ice" ax ►, a } FIGURE 3:GOVERNMENT CUT UTILITY RELOCATION PROJECTS OCI,MDWASD(2012) " 1 bf + /// mis 4 .. • • - ,. / "/ r' c :. rr ,..-,.‘,.. .. ....- -:r' 11-25-14 FIGURE 4:GRAVITY SEWER INTERCEPTOR FOR THE MASTER PUMP STATION NO.3,MDWASD(2014) RIC—MAN CONSTRUCTION FLORIDA, INC. III • A � .:ia • — jiiiiii.., ., .. .,_ rej . 4 f r. a «. t . f 75. i ,,l r P1(:URF,3:SHE'AND0111ARE. (31H,1SEA)(2010 I ,R `t d p I , \ - �', % / :,4('-';', '��, rf r d t. 47 '' - r p, . Y f 4 art .ii, ,)41k \: g. = , i •- a x H _Jr'''. +y,, �I a .1 e • 1 ' 4 *� f ,t,,: FIGURE 6:GRAVITY SEWER INTERCEPTOR FOR THE MASTER PUMP STATION NO.3,MDWASD(2015) RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement Emergency Repairs Miami Dade Water and Sewer Department $1,717,800 Miguel Pichardo,Project Manager Repairs to 54"PCCP Watermain Miami Dade Water and Sewer Department $688,343.75 Alex Valdes,Project Manager Emergency tapping connection on the 84-inch pre-stressed concrete cylinder pipe between Grit Chamber 1 and 2. Miami Dade Water and Sewer Department $424,614.22 Nelson Cespedes,Project Manager Emergency work on 36"water main along NW 170th St for Hialeah Reverse Osmosis Plant and construction of one access manhole over a 48-inch PCCP main including restoration of pavement, sidewalks,curbing and landscape. Miami Dade Water and Sewer Department $92,146.42 Nelson Cespedes,Project Manager Emergency construction of two access manhole structures on existing 48"pre-stressed concrete Water transmission main on Bird Road,one at SW 67th Avenue and the other at 87th Avenue. Miami Dade Water and Sewer Department $43,992.55 Nelson Cespedes,Project Manager Emergency relocation of existing blow off assembly on the 54-inch transmission main at NW 57th Water and Wastewater Engineering Division $46,825.47 Jorge Orozco,Project Manager II 22"Watermain Break under surge of pressure,shot gallons of water under mining FDOT road,repaired with flow able fill,concrete thrust blocked main and pier capped,with air release valve at the water main break. City of Deerfield $44,180.13 Charles DaBrusco,Project Engineer Repair Manhole that had deteriorated with heavy flows when the manhole fell apart it crushed the 3 main lines entering mans had to repair all three City of Deerfield $20,287.47 Charles DaBrusco,Project Engineer Repaired Sanitary line that was hit by a Horizontal Directional Drill+/- 10' City of Lighthouse Point $15,287.47 Art Graham,Project Manager RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement Repair Manhole that had deteriorated with heavy flows when the manhole fell apart it crushed the 3 main lines entering mans had to repair all three Water& Wastewater Engineering Division $33,492.48 Jorge Orozco,Project Manager!1 Damaged by others,repair of 12"RCP pipe and restoration of 2"Asphalt final lift with a 12"Lime rock base,and restoring the landscaping over the damaged area. FDOT, City of Deerfield $20,838.23 Charles DaBrusco,Project Engineer Repaired a water main that caused that a sink hole. Water& Wastewater Engineering Division $21,421.96 Jorge Orozco,Project Manager 11 Damaged by others,repair of centrifugal pump of sanitary sewer and restoration of 2" Asphalt final lift with a 12"Lime rock base. Water& Wastewater Engineering Division $19,136.27 Jorge Orozco,Project Manager 11 Repair of a collapsed 14",10",6"and 4"diameter sanitary sewer.The repair area was through a residential neighborhood. Water& Wastewater Engineering Division $21,421.96 Jorge Orozco,Project Manager l! Damaged by others,repair of centrifugal pump of sanitary sewer and restoration of 2" Asphalt final lift with a 12"Lime rock base. RIC-MAN CONSTRUCTION FLORIDA, INC. CURED IN PLACE PIPE PROJECTS Borough of Carlisle Carlisle,PA Approx.42"of CIPP Gomez Construction Company $106,400.00 Orlando,Florida Approximately 400'LF of 36"x15 mm Cured in Place Pipe liner in an existing 36—storm sewer. City of Ormond Beach Ormond Beach, Florida $357,770.00 Rehabilitating 67 LF of 15",305 LF of 18",510 LF of 24",418 LF of 30"and 980 LF of 48"storm pipe. Hubbard Construction Company $436,569.75 Orange County Florida Cured-In-Place Pipe Rehabilitation for 15"and 18"sanitary sewer. City of Cape Coral Cape Coral,Florida $700,000.00 Annual contract for lining of storm water drainage pipe. Annually Northwestern Water and Sewer District Bowling Green,Ohio $2,528,420.00 Rehabilitation of cured-in-place pipe repairs to 3,700 LF of 60-inch sanitary sewer, removal of 620 LF of existing failed liner,manhole modifications,cleaning and chemical grout repairs to selected sections of 60- inch sanitary sewer. City of Ann Arbor Michigan Ann Arbor,Michigan $2,048,872.00 Rehabilitating sewer pipe for 5,600 LF of 36"and 5,366 LF of 42". Broward County Water and Wastewater Services Light House Point,Florida $508,373.99 Emergency repair of 16"force main along with CIPP liners of 715 LF of 16".Complete removal and replacement of resident's paver driveway as a result of force main repair on property. RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement City of Ormond Beach Ormond Beach,Florida Furnishing and installing CIPP lining for 340 LF of 10",621 LF of 15",429 LF of 24",280 Lf of 30",770 LF $449,771.00 of 42",509 LF of 48"and storm drain pipe of various size and 2,215 feet of 8-inch sanitary sewer pipe. Florida Department of Transportation Orlando,Florida $2,290,785.00 Desilting,joint sealing,lining,removing and replacing storm water piping on various State Roads and removing and replacing mitered end sections on SR 438.Installed CIPP liner of 3,276 LF for 18",3,017 LF of 24",2,578 LF of 30",142 LF of 36",944 LF of 42",582 LE of 54"and 1,395 LF of 78". Madison Metropolitan Sewer District Madison, Wisconsin $1,027,830.00 Clean/CCTV,sewage bypass pumping of existing 48"transmission sewer.Installed CIPP liner of 2,097 LF for 48"piping. [7,252 FDOT ' Florida Department of Transportation 20111 Orange County,Florida $1,119,636.00 Pipe desilt,joint sealing and lining on various roads.Installed CIPP liner of 48 LF for 15",135 LF of 18", 366 LF of 24",200 LF of 30",1,036 LF of 36",783 LF of 48",909 LF of 54"and 813 LF of 60". Florida Department of Transportation 2012 Cocoa Beach,Florida $1,073,026.00 Drain Improvement: Pipe lining and structure repair from North of Barton Avenue to South of Pinson in Brevard County,Florida.Installed CIPP liner for 538 LF of 18",1,049 LF of 24",1,069 LF of 30",1,031 LF of 36",268 LF of 42"and 238 LF of 48". RIC-MAN CONSTRUCTION FLORIDA, INC. z n a z 1_!3 '1a b Cured-In-Plan Plpe Completed to Date F R !D v�v PAST PROJECTS COMPLETED WITH CIPP(CURED-IN-PLACE PIPE)REHABILITATION 1N4L 015411 1/500413090 0 400100/ 2: 1.0 ir 12: Jr. 241 II: 32: 12'. 30' 92: f1 10' 3'1441165615 12400152 5DOT 3med 0469361119MI4► 11/15j1013 0 C• 0 0 538 1019 1069 1031 24 239 0 0 0 5 1013022600' CAan154/CC 14M 16dn6 of•6909650019 555.11cGroutng aro ..5..611330..Al Kea*2*74 59urfunt I140.4r Otpannentol 115n5pena lluS 1.1390..0)1 014.101.03.0 14.32)11/51/0195 Mm91-NI/<6/-/636 5511.6.56,46/691.6.511,6 916CIL 011710 =WW1 4&)11)114 0' 12 15: 36 li 2i .12 32 141 fi 1: 40 7S rOH110rT4 124113 FOOT *in&OP41.43.3.4)311 1/12/1014 0 0 48 0 135 366 700 1036 0 /6.0 409 III 0 5 1.1 651.Oct C A.na(CCN.M 1146,d 1260.514 m 36.44,6,64110.red 104115.3518.15'-601 Weds Ilnpar1rernld 1044,0l1m t315ee1an 91.0.0!Ando 111.0,11904 Wilke.9.0101-l07.4*2'7$46 666a4ke16990.W0.1,v Mil 011*24 LIXBECIDY 1041[20121 L 1t 11: 1i 1i ti 3¢ 30 fl 9111 S_ 30: IL' 21401 212 99169144915C 63450 1SIa115.1.3343931160 Sever 0110011 11/5/2014 0 0 0 0 0 0 0 0 0 2097 0 0 0 5 0,0)1,11010 CA.n/0070.ow3q:9Wem Pwn3in9 d 4615.04'[0)131060 Sewer 16.65011,00004i0.3 5000/00060 l0,10 M.01aM 04 M14dSnn where..n;8.00.41010031101.4001...+7.6014.0016 MCI {OYA I 1102.2E11M /100FIVIIt1/ L' 112 ix 3S 11 2i' X 3h 12' 40: 31_- IQ 111,10/140967 FOOT 033300 CI.9•11•0 *ca a9 and1ng 11,•0'1015 0 0 0 V 3176 3011 1518 141 941 0 591 0 1395 53 2,190,78500 Ckvn m1/C(TV 10010906 0135 0.1956 530/51596•91571911014 and Serb 0.p5196.n0d l..mgorlaera. 1,335401014013136.*Ando 0011*.0407 Monaem 600+010 OMu 14011491-1614 1A96.19,956609911/A.040.10 28123 131414111 SKY MEM /001101040 i 12 15: li 12 20' 12 333 933 Id: CL 02 Si 20414112071 110415011/0 M0e3d C.916 16"7O.am.6099 //10/1015 0 0 0 /15 0 0 0 0 11 0 0 0 n 5486,16000 10N16Ii1o6u.01)115)1915'W..4v1.Wr I6.4,060C66.44g1604.0.431n W.143664 W al ER 9HD WASIt W4111150.10/1105 I.W COMICS 621511 Jahn 412..33..4.1 WOl All:t 5015109 I9r W../ 31491'111131{ i 1133 LL LL' IC 333 01 li Y!_ 152 i 00411190:01 4)3404110.00 0100.410401 536.44and 60114CFF 11.151015 1115 310 141 V u 419 060 0 770 509 00 0 0 449.771.10 S*runty.n6530m M1abe70on217e 4n M 204 56130 C/Sough*.19112111)106.0601.01 IAA / MA9544m COM'.,GI EN r“r c--) 18210 Mall PeallPIlat IAMBICS/ M ICS/ C 152 12 16.'. 1/_ w 32 30 12' AC AS' L52 A' 1'113142'1'1 1./0114A.001510C4111./0114A.00O3kIM County 233416"5ae33ry117? 6/15/014 0 0 0 0 0 390 0 351 0 0 0 0 0 5 111,659.00 W/0Irlm 11.OM1.311.661.365014f., z Alfa OWLEB CO4F1FTi0H l- 12 151 10: 12 22' 12 10: u: 30: 1i 62 IC 203110211 /� 140. 5602 006 0aos523. 00716'Henn 9.99.9566 5.990e4u4 6/10/1036 0 0' 0 0 0 0 0 401 0 0 0 0 0 S 106,500110 l 4 Dew.*0.1•Ada 0 107623.1153 CZ/1 /6141 01049 1455430110/ 2214e211101 L- 10: 121 13: 121 241 31 91 X k 02 li 21110611 1404 16*100 010e96111•6‘1 6019 2100 11/15/1015 0 0 01 0 01 510 410 n 0 /041 0 0 0 5 142.11400 0�y Loom Saner 14kd5Y1bn art /�• *..or Olmal 104!Moldy C K 0.n 133.Cae u01011l 9311. n -A 1 !8141_ MEL AY 900)5/ WWI HIM 2 1/2 30' I2 7, IJ_ - I-% 4 4. .4 51 1g 0.115/021,1 0 z r 0 X/ d a z N.ha.C1.1.,.tim mWentl61 n RIC-MAN Supplement RIC-MAN CONSTRUCTION FLORIDA, INC. z n z 170 C 10 Ict CD 2 CD Cured-In-Place pipe completed to Date = mt.17707010 cave,000Mlel►ti 113100936'812• 10/1/7016 0 0 0 0 0 O 0 2600 5306 0 0 O 0 S E,OA,ISSW Mn W...*Coy 09 P.1/PM 66,047,994.WWI 0.14.p48 7347041144 11111.1 2E0E8 ➢E UM& Lpr1E1121 C Y 151 IL 166' 2L' IL AE IL IC Y AIL Y L01111lfS3 148220 44001.048W406 0Lw7 40'CYO 4a4t,43'Dnp .30/7017 0 0 0 0 0 0 0 0 0 0 0 3711 0 5 0515,11000 11441514670.O Crib fowling 48d 11771.0 754 09.0011.11. 10581411E He, 4104/04611 79111 49(918 =SEMI LCAl1D1011 C 1C 151 181 211 2t IL ll' Al! IL' SE a D• =roam 1071(0 249.14741.11 50.a 4n504l 0110'11005 5/1/0002 0 0 490/ 0 7936 2/'13 1630 I/40 0 0 0 470 0 $ 401,711.00 04011144.04 110 574 0791 Cory 90 976 it 412(.224 1/[4405205 L91At1Q1211 E. LE 1P 1l' 12! 2L Y IL 12! Al! IE IL 2Y COILIBACI 70701x1 (1'05.2 nun.y0. ISO IS'40111/44..,x04472 I11I6/001) 13/0 13,0 6 44091910 I4Ab48dCw( 44dney Wood 40734.4027 MU 9461.8 LGtO01 L'110l¢ IE Y Y Y Y Y ft Jr II b' 1 (04791001 1/SWM 1,1•0719149914 SuxMxdwluw'9y Wlvb 1/IW0I8 941 1111 ISUO $ I91 41/19 1,6804406 77.1115791 C MVM 19111 .1018110 ISIZAILSIZi LS11r121121 1: 1E 1L 29: 2111 266 Y Y IL. Y 1L ML BE I 204510.1$ 1$ww11 Mom 104 W5m,.m 5.,.,4, 14.49451,w 45101477911 40'1014 102/ 4431 1uI 5 0'e 1/00 0.7 104'.. 14'1418 =EL= 2011,1111M81 IL Li' It: IL 21_ Y 11 L IL 1 EL LE 32011x41:15 117(94 O..wn CIY O..ann 5.444o0.ru 6-0.442.4.. ttcatic. 41766 5630 5 2111.161(0 46441404 6501145054 Am.Contract T (141548248 /� 9541 1441021) 1 L0104y 519991k11593 J_ 14' 111 191 11 I tri LE 1L AC n' y1. 1•' OSICIA'IS ) 54459 6-o,I.4Canno PA 0/1051.10..14196N485 14,052 /01) 2)071 1)22, 5 4 147 MA. 5e9.PO40W1 7110564112/ or 2111. 431t, 11x.. tc.,po-15 Z I14'. 1F. 1E 166' 1E 00' 14' 4' 4E ii 466 Zr 907405 r 01.50.00 9,061.00 1141100 71.140 12,155.0 12,215.00 7,700.00 10325700 2060000 4,60100 1.09100 194600 1005.0011 75,807,400001 n 0 z H z c n -3 0 z r- 0 O z 0 a z n Mt Man(4856,.110, C0444704) 5/2/.919 RIC-MAN Supplement Cohen,Molly."Drilling to a Greener Future." US Developers Dec.2010:20-24 REFERENCES Reference No. Contact Phone Number Charles DaBrusco 1 CDaBrusco@deerfield-beach.com (954) 480-4270 City of Deerfield Beach 150 NE 2nd Avenue.Deerfield Beach,FL 33441 Jorge Holguin/Paul Bohlander 2 (Holguin@fortlauderdale.gov (954) 522-2604 City of Fort Lauderdale 200 North Andrews Avenue Suite 300,Ft.Lauderdale,FL 33301 Mitch Carpenter 3 mcarpenter@avisco.com (865) 276-1360 Florida Power&Light/Avisco 1005 Clarence Larson Drive,Oak Ridge,TN 37830 Pat MacGregor 4 pamacgregor@broward.org (954) 831-0904 Broward County Water&Wastewater Services 2555 West Copans Rd.Pompano Beach,FL 33069 Greg Balicki 5 GBalicki@broward.org (954) 831-0903 Broward County Water and Wastewater Services 2555 West Copans,Pompano Beach,FL 33069 Chris Helfrich 6 chelfrich( ci.boca-raton.fl.us (561) 338-7303 City of Boca Raton 1401 Glades Road,Boca Raton,FL 33431 Nelson Cespedes 7 ncesp@miamidade.gov (305) 607-0799 Miami Dade Water and Sewer 3575 South Lejeune Road,Miami FL 3314 John Lamb 8 jlamb@lakeworth.org (561) 719-1623 City of Lake Worth 1900 2nd Avenue,Lake Worth,FL 33460 George Aguiar George.Aguiar@miamidade.gov 9 Miami Dade Water and Sewer (786) 268-5191 3575 South Lejeune Road,Miami FL 3314 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement EQUIPMENT LIST Item No. equipment Description Equipment Type Make Model Year IR600 Air Compressor Air Compressor Ingersoll Rand 600 Champion Air Compressor Air Compressor Champion HRA15-12 Ingersoll-Rand Air Compressor Air Compressor Ingersoll Rand XP750WCU 2006 Air Compressor Gas Compressor Kohler 2475 2007 Air Compressor Gas Compressor Roll-Air 2HK28 Air Compressor Gas Compressor Honda 8422HK30 2010 Air Compressor Diesel Compressor Sullair 185DPQ-Cat 2005 Ingersoll Rand Air Compressor Air Compressor Ingersoll Rand P185WJD 2011 Ingersoll Rand Air Compressor Air Compressor Ingersoll Rand P185WJD 2011 Inger Rand Compressor/Doosan Inger Rand/Doosan Trailer Compressor/Trailer International C185WKU/N.A. 2010/2010 Wanco Arrow Board Arrow Board Wanco 15LT 2014 Wanco Arrow Board Arrow Board Wanco 15LT 2014 Gas Detector Gas Detector Industrial Scientific M40 2010 Kubuta L2900 Broom Tractor Kubuta L2900 2000 New Holed Tractor Tractor New Holland T1520 2008 CAT 420F Backhoe Backhoe CAT 420F 2013 Sweeper Broom Sweeper Broom John.Deere 5045D 2014 CAT 420F Backhoe Backhoe CAT 420F' 2015 Hydrostatic Broom Broom Lay-Moro 8HC 2006 • Broce Broom Broom Broce RCT350 2007 Efficiency Trench Box Trench Box Efficiency 8x26 1979 Efficiency Trench Box Trench Box Efficiency 8x28 1979 Efficiency Trench Box Trench Box Efficiency 8x26 1980 Efficiency Trench Box Trench Box Efficiency 8x26 1990 Efficiency Trench Box Trench Box Efficiency 8x26 1983 Efficiency Trench Box Trench Box Efficiency 8x26 2000 Efficiency Trench Box Trench Box Efficiency 8x26 2001 Efficiency Trench Box Trench Box Efficiency 8x26 2001 Efficiency Trench Box Trench Box Efficiency 8x26 2001 Trench Box 4x20 Trench Box 4x20 Pro-Tech PAL4-4 2005 Trench Box Trench Box Speed Shore TS0824DW 2006 2-Trench Boxes 2-Trench Boxes Pro-Tech 9x16 2006 10x24 Trench Box Trench Box Efficiency HDHT6-624-22 2011 RIC-MAN CONSTRUCTION FLORIDA, INC. MI RIC-MAN Su•element item No. Equipment Descriptioa E,q_u?inment Tvue Maka Model Year Trench Boxes Trench Boxes RM-Trench Box Trench Box Home Made Material Stone Box Material Stone Box Material Stone Box Material Stone Box Stone Mizer Rock Box Efficiency (48)8'x20'Steel Plates 8'x15'Steel Plate (3)8'x10"Steel Plates SLS Tunnel Navigation System Bucket for E-125 Excavator Bucket Decker 114"TBM Decker 114"TBM Lovat 120"TBM Lovat 120"TBM 2300 Concrete Bucket Concrete Bucket 0462C, 32"American Augers Micro 32"Augers Micro American Augers 32" 1990 Tunneling Tunneling TBM 61"OP RM-Ohm TBM 61"OP 48"Pipe Technicore 74" Technicore 74" Robbins TBM 83"Cutter Head Cutter Head Scott 99"TBM Scott 99"TBM Scott 78" Robbins Cutter Head for B-920 Cutter Head Robbins Technicore SG95 Technicore SG95 Hydraulics Motors 3 Northwest 95 Crane Northwest Crane 1961 Northwest 1900 Crane Northwest Crane 1971 Manitowoc Crane 222 Series Crane Manitowoc 222 Series B 2000 Lima Crane Crane Lima 700-TC 1980 Link-Belt Crane Crane Link-Belt LS218HlI Rough Terrain Crane Terrain Crane Terex Crane RT665 2005 Cement Mixer Cement Mixer 65cm Mixer Mixer Cement Mixer Cement Mixer 65CM 2001 Stone Mixer 65CM Mixer Stone 65CM 2002 Stone Cement Mixer Cement Mixer Stone 65CM RIC-MAN CONSTRUCTION FLORIDA, INC. 1111111 RIC-MAN Su•dement Item No. Equipment Description Equipment Type eke Model Year Stone Cement Mixer Cement Mixer Stone 65CM Concrete Mixer Concrete Mixer Multiquip MC64SH8 2011 Portable Silo Portable Silo Mobile Tech MT-200LP 2011 Concrete Mixer Concrete Mixer Rainer RAR50-7c 7011 Concrete Mixer Concrete Mixer Multiquip/Whiteman MC94-SH8 2014 ('nor rate Miver Concrete Miver Mnitinnin/Whiteman MCcI4-c1-1R 7014 Concrete Mixer Concrete Mixer Whiteman 9CF 2015 Grout Mixer Twin Tub 175 aallnn Grout Miver Hnme Merle Morbark Chipper Chipper Morbark Eager Byer 1985 Arrow Rreaker Rreaker Arrow I-m.15n 1005 Arrow Drop Hammer Drop Hammer Arrow 1350 1996 Manitowac 40'Room Section Room Section Manitowac CAT D4D Dozer Dozer Caterpillar D4D 1967 CAT DAD Dover Caternillar DAD 10RA CAT D6H LGP Dozer Dozer Caterpillar D6H LGP 1986 CAT DFM I C,P Dover Caternillar DFM I.C.P 1000 CAT D6 Dozer Caterpillar D6M 1999 Inhn Deere F50I Doper Inhn Deer, F5n1 7nn1 CAT D5C Series III LGP Dozer Caterpillar D5C 1999 I Cat R Rinner Seri ec Caternillar Hain Crane Mounted Drill Rig Drill Rig Hain 471/3531-3 ' Hain Drill Anaerc 40" An"R 04" Drill Anawrc Hain Hain 9ft Drill Fixture Drill Fixture Hain ; CAT Anger Anger Caternillar Terex Texoma 800 Drill Rig Drill Rig Terex Texoma 800 1994 Kelly Rar 5 11,"Si)' Drill Pia Kelp/Rar Casagrande M9-1A Drill Rig Casagrande M9-1A 2011 Cacaaranrie CRcO Pilins Pia Pilins Ria Cacaaranrie CR50 7011 4'x3'DIA Core Barrel Core Barrel DIA 4'Tall 5'x42'DIA Core Barrel Core Barrel DIA 5'Tall 9-19'8"Euro DBL Wall Casing 45"x36"DIA One Eye Bucket 45"Tall 4'x42"DIA Core Barrel Core Barrel 4'Tall 49"x36"DIA Bucket/No Kel Box Bucket 49"x36" 6'Tall x 34"DIA Auger with Teet Auger 6'x34" 8"Tall x 34"DIA Auger Auger 8'x34" • RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su.element Item No. Eauinment Description Equipment Type Make Memel Year 2-39.5"TL-Euro CAS-Cutter Head Cutter Head 6-9'10"Euro DBL Wall Casing CAT 320 BLP Excavator Caterpillar 320 BLP 1998 CAT 315 BL Excavator Excavator Caterpillar 315BL 1999 LAI 3/SL Excavator Excavator Latermllar 3/SL L11111 CAT 345611 Excavator Caterpillar 345B11 2002 LAT 32Sla,Excavator Excavator Caterpillar 3LSCI, ZOOS CAT 385 CL Excavator Caterpillar 385 CL 2006 Komatsu Excavator Komatsu Pt:SIUMK-L 211114 CAT 303.5C CR Excavator Excavator Caterpillar 303.5C CR 2006 CAT 33UUL'track Excavator Excavator Caterpillar 33U1./L LOU! CAT 305c Mini Excavator Excavator Caterpillar 305C 2009 CAT M318U Wheel Excavator Excavator Caterpillar M318U LU1l CAT M318D Wheel Excavator Excavator Caterpillar M318D 2011 CAT336EL Excavator Excavator Caterpillar 336EL Z(11,1- CAT 1114CAT 328D LCR Excavator Excavator Caterpillar 328D LCR 2014 CAI 3/41JL Excavator Excavator Caterpillar 314UL 2u14 CAT 374F Excavator Excavator Caterpillar 374FL 2014 1:AT 3L9ELI'Excavator Excavator Caterpillar 3L9ELP 21114 CAT308E Mini Excavator - Excavator Caterpillar 308E .. 2014 LAT3L3l-L Excavator Caterpillar 3L3E'L LU15 CAT 308E2 Excavator Caterpillar 3.08E+04 Koehring Excavator Koehring 1166 1981 9750 Hopack 5904D Model 9700 9700 CAT Grapple for CAT 318 Accessory Caterpillar Attachment N/A CAT Grader Grader Caterpillar 16SU-H CAT Generator Generator Caterpillar XQ225 1997 Gen Set Generator Multiauin UCALS 1999 5000 Watt Genset Generator 6000-Watt Generator Generator Honda 6000 Generator Generator Honda HDX 2005 Multiawo Generator Generator Multiauin UCAL5SS12C LUU6 Multiquip Generator Generator Multiquip DCA25SSIU 2006 Multiauin Generator Generator Multiauin DCALSSSIU 20111 Champion Generator Generator Champion 40023 2009 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su I.lement Item No. Equipment Description Equipment Type Make Model i ar Multiquip Generator Generator Multiquip DCA400SSK Champion Generator Generator Champion 375672 2010 Multiquip Midel 25 KVA Generator Multiquip 25 KVA 2010 SDMO Generator/Generator Generator/Trailer SDMO/Dual Axle R7511C 2006 Trailer Multiquip Generator Generator Kilowatt Boy SDG25SS 2013 25kVA/20KW Tsurumi Generator 4500 W Generator Tsurumi 4500 W 2014 Tsurumi Generator 4500 W Generator Tsurumi TPG4-4500H 2014 Generator Kilowatt Rov DCA-7SSSIfl7 2006 Multiquip Generator Generator Kilowatt Boy DCA25SSIU4F 2014 25kVA/20KW Atlas Copco Generator 35KW Generator Atlas Copco QAS45 2011 CAT 635 kw Generator Caterpillar 3412DITTA Honda 7000W Generator Generator Honda EM7000is 2006 Multiquip Generator Generator Kilowatt Boy DCA125US 2014 125KVA/MQ150kVA Allied 770C Hydraulic Hammer Hydraulic Hammer Allied 770C 1998 Jack Hammer Jack Hammer Sullair Sullair Jack Hammer Jack Hammer Sullair Sullair Jack Hammer Jack Hammer Sullair Sullair Hoe Pack Hoe Pack Hoe Pack Hoe Pack Hoe Park Hoe Park Hydraulic Power Unit Hydraulic Power Unit Stanley HP28B02 2014 I.Arm Hon Park Hop Park I.ahniinhr Hydraulic Torque Wrench Hydraulic Torque Wrench Hytorc 2016 John Deere 8640 John Deere 8640 1981 John Deere 4005 John Deere 4005 2008 AD!Jacking Frame 54"Tunnel Jacking Frame 60"Tunnel Jacking Frame 72"Tunnel Jacking Frame 78"Tunnel Jacking Frame 102"Tunnel Jacking Frame 81"Tunnel Jacking Frame Tunnel Jacking Frame Home Made CAT 922 Loader Loader Caterpillar 922 1965 CAT 9Rf1R Loader Loader Caterpillar 9ROR 1975 CAT 980C Loader Loader Caterpillar 980C 1990 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su.dement CAT 950F Loader Loader Caterpillar 950F11 1997 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su••Iement Item No. Equinment Description Equipment Type Make Model Year CAT 950G Loader Loader Caterpillar 950G 1998 CAT 950G Loader Loader Caterpillar 950G 1999 LA I 95(1K Loader Loader Caterpillar 950K Z014 CAT 950K Loader Loader Caterpillar 950K 2014 LA 1 95(1K Loader Loader Laternlllar 9SUK 21114 CAT 950K Loader Loader Caterpillar 950K 2014 CAT 936E Loader Loader Caterpillar 93bE 1993 CAT 950H Loader Loader Caterpillar 950H 2006 CAT9511H Loader Loader l:aternillar 95UH 211116 CAT 950H Wheel Loader Loader CAT 950H 2008 (.AT 930K Wheel Loader Loader [Al- 9311K ZU I S CAT 25963 Track Loader Loader CAT 25983 2013 Skid Steer John Deere 3Z5 LIIUli John Deere Skid Steer Gehl 5640 Skid Loader Skid Loader John Deere 5640 2012 LAT Z69U Loader LAT 2l19U 2016 John Deere 544J Loader Loader CAT 544J 2005 LAT Skid-Steer Loader Loader LAT 2.!,2t1 LUU/ Clark Forklift Forklift Clark Mitsubishi Forklift Forklift Mitsubishi _ Upright MX19 Scissor Lift Scissor Lift Upright MX19 Toyota Forklift Forklift Toyota Toyota Forklift Truck Forklift Toyota 52-6FGCU35 JCB Forklift Forklift JCB 506B Load all 1996 Mitsubishi Forklift Forklift Mitsubishi FG15 Scissor Lift Lift JLG JLG 26' Telescoping Lift Lift JCB 506C 2000 Clark Forklift Forklift Llark LY3l1U Gehl Tele Lift Lift Gehl RS5-34 2006 Telescopic Boom Litt Boom Litt ILL ILL 6UUS 4WD 2UUY Straddle Stacker Straddle Stacker Big Joe PDS25-106 2016 LAT L'LZUb Cold Planner Cold Planner CAL L'L2U6 ZUU7 Forklift Work Basket Forklift Lakeshore M44 3 Ton Locomotive Locomotive Greensburg 4 Ton Locomotive Locomotive Greensburg 4 Ton 1956 Greensburg 6 Ion Locomotive Locomotive Greensburg 6 Yon 1957 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su..lenient Greensburg 6 Ton Locomotive Locomotive Greensburg 6 Ton 1962 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su•element Item No. Equipment Description Eauipment Tyne Make Model Year Balco 6.5 Ton Locomotive Locomotive Balco 6.5 Ton 1978 Ralco tii S Tnn Locomotive Locomotive Ralrn Fi S Tnn 197R Balco 6.5 Ton Locomotive Locomotive Balco 6.5 Ton 1978 Ralro 4 Ton F oromntiue Locomotive RaIro 4 Ton Mining Electric Locomotive Locomotive Mining Locomotive Locomotive Plymouth Locomotive Locomotive Plymouth 3A10766 New Loci 44-2 Rail Muck Boxes 8500'Tunnel Track Flat Cars Flat Car Flat Car Personnel Car Pipe Carrier Schwing P88 Concrete Pump Car Concrete Pump Car Schwing P88 Loci-Hydraulic Power Unit Mining Concrete Transfer Car Mining Transfer Car Cement Levelers Cement Leveler Retrieval System Safety Equipment Miller 5YH37 2006 Mickierman-Terry Mickierman-Terry Horizontal Boring Machine 30" Hotsy Pressure Washer Pressure Washer Hotsy Concrete Saw Concrete Saw Clipper 375 Horizontal Boring Machine 24" Mulch Spreader VHID Horizontal Boring Machine 48" Fosdick Radial Drill Press Drill Press Fosdick Rodgers lacking Unit lacking Unit Rodgers Hydro Tech Pressure Washer Pressure Washer Hydro Tech PrnCrimn 1320 Crimn Machine PrnCrimn Drill Press 12 Speed Drill Press MP-11019-H Warner&Swasey Layth Turret lathe M-510 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su•*lenient item No. Equipment Description EauinmentTvv„ne Make Model Year Cherne Air-Loc Air Test Air-Loc Air Test Cherne Michael Byrne 30"Jack&Bore Jack&Bore Michael Byrne 30" 2007 Athens LSU Iltt Discs Athens 251)lit M Yamaha 4-Wheeler 4-Wheeler w/Bed Yamaha YXP1000ASL 2005 Gardner Denver Stonner Drills Drill Gardner Denver DE KB-K3 Pressure Washer Pressure Washer Honda 2006 Asphalt Zipper&Trailer Asphalt Mill John Deere BT0011 2006 Trueline Paint Stripper Paint Sprayer Trueline T2000 2009 Pine Tugger-1 2V Pine Tueeer 12 Volt Farley's Gemini 6 PSI Washer Farley Gemini PSI 2010 Push Boat Vessel Marlin barge 2011 Pipe Puller Pipe Puller for Miami Light Tower(Towable) Light Tower __ _,____ "_ __, Light Tower(Towable) Light Tower Magnum MLT3060 2011 Licht Tower 1 l'owable l Light lower Magnum MLI 3U6U 2011 Open Fisherman(42') Vessel Invincible 2013 Pipe Carrier Pipe Carrier Case 1981 Rotary Blower-Gardner Denver Rotary Blower Denver Gardner 30 HP Blower Hobas-Diesel Pipe Carrier Pipe Carrier Home Made 1 -Pacific S-32 Floor Scrubber Floor Scrubber . Pacific S32 2016 , Air Systems K""20 hn Blower Dive Equipment Dive Equipment Brownies 2014 18 Cool Cat w/EZ Loader Trailer Boat/Trailer 33'"6Strike GRP/ 1F904231D/ 2015 EZ Loader E2L9OB 9 SECA 747 Trailer Jet Trailer Jet SECA D245528/747 2015 I,h:h:KUY Primer Distributor Prime Distributor I,h:h:KDY 510'1' 21106 Compactor Compactor Wacker WP1550A 2006 7 Compactor Compactor Dynapac LF90/ 2007 SAFIP Engine Wacker Plate Compactor Compactor Wacker Plt Compactor 2008 71 Compactor Compactor -1114111"4"6', Wacker WP15S0 _ Compactor CompactorAtlas Copco LG160 2014 ,,:,n::» Mikasa 4 Cycle Kammer Kammer Mikasa2U1S Mikasa 4 Cycle Rammer Rammer Mikasa 2015 ICE 416L Vibratory Driver Vibratory Driver ICE 416L 2002 3"Submersible Electric Pump Submersible Pump Mody M 304 T 2006 3"Submersible Electric Pump Submersible Pump Modv M 304'1' 1006 3"Submersible Electric Pump Submersible Pump Tsurumi RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su..lement Item No. Equipment Description Equipment Type Make Model Year 3"Submersible Electric Pump Submersible Pump Mody M 304 T 2010 3"Submersible Electric Pump Submersible Pump Mody M 304 T 2010 Tsurumi 4"Diesel Trash Pump Trash Pump Tsurumi 4"Trash Pump 2015 6"Global Pump Trash Pump Global 6"High Pressure 2006 Global Trash Pump Trash Pump Global 2-6"Submersible Electric Pumps Submersible Pump 30 Lova Guncrete pump Pump REED Lova 16-4 2005 12"Thompson Pump Wellpoint Pump Thompson 12R-DJDS-4-405 2006 12"Thompson Pump Wellpoint Pump Thompson 12R-DJDS-4-405 2006 Hydrostatic Test Pump Pump PRPRO UAG1050HU 2007 6"HYD Power Unit Submersible Pump Mersino F41914/56TC 2006 6"Ductile Pump Pump Hydra Tech S6TC 2013 FP Hydraulic Pump Pump F4L912 Dewatering Pump Pump Flygt Model Goodwin 2201.011 2014 Gardner-Denver Grout Pump Grout Pump Gardner-Denver — _ 1959 Moyno Grout Pump Grout Pump Moyno 2J6CDQ 2009 Moyno Grout Pump Grout Pump Moyno 4EOES2CDQ - Accelerator Pump Shotcrete Pump HPC Tech.Pressure Washer Pressure Washer HPC 80626 Hypac Tandem Vibratory Roller Hypac C747B 1998 CAT CP563C Roller Roller Caterpillar CP563C 1996 Hypac C850B 84"Roller Roller Hypac C850B Dynapac Compactor Dynapac LH300 2005 Ingram Roller Roller Ingram 12 Ton 1983 Ingram Roller Roller Ingram Roller,3 Wheel 1988 Dynapac Roller Roller Dynapac CC122 2007 Volvo Roller Roller Volvo DD15 2013 Volvo Roller Roller Volvo SD45 2015 Portable Two-Way Radio Portable Two-Way Radio Motorola CP200 2009 Portable Two-Way Radio Portable Two-Way Radio Motorola CP200 2009 Portable Two-Way Radio Portable Two-Way Radio Motorola CP200 2009 Portable Two-Way Radio Portable Two-Way Radio Motorola CP200 2009 Broom Tractor Tractor Massey Ferguson 461 2005 Hydrostatic Broom Broom Lay-Mor BHL 2006 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su•dement Item No. Equipment Description Equipment Type Make Model Yeas Gas Cut-Off Cutquik Saw Gas Saw Stihl TS 400 14" 2006 Gas Cut-Off Cutquik Saw Gas Saw Stihl TS 400 14" 2006 Las Cut-Ott Cutouik Saw Las Saw Stihl 'I'S 4011 14" 200/ Gas Cut-Off Cutquik Saw Gas Saw Stihl TS 420 14" 2008 Delta 10"Hvhrid Saw Saw Delta 36-714 21108 Gas Cut-Off Cutquik Saw Gas Saw Makita DPC7311 Gas Cut-Off Cutquik Saw Gas Saw Makita DPC7301 SCBA Rescue Pack Rescue Pack Sperian 2009 SCBA Rescue Pack Rescue Pack Sperian 2009 SCBA Rescue Pack Rescue pack Sperian 2009 Trencher Ride on Trencher Vermeer RTX450 2016 1999 Kenworth Kenworth 1999 1999 Kenworth Kenworth 1999 1979 GMC GMC 1979 Tractor Tractor Trailer Peterbilt 379 2007 Flat Bed Truck International 1991 Mack Dump Truck Dump Truck Mack CV713 2007 Mack Tractor Tractor Mack Granite 2007 •• Kenworth t ruck Kenworth 'thUU 2015 Vactor Vactor 44*' . Kenworth T800 2014 Ford Water truck Water truck hard 1-750 XL 2007 Reefer Truck Reefer Truck Freightliner M2 106 2007 AIAX'trailer frailer AIAX 1966 ,o, r - a Yankee Yankee 1964 Fruehauf Fruehauf 1980 Homemade 4 Place 1992 Homemade 2 Place 1992 Assembled Field Trailer 1983 Trailmobile Trailmobile 1978 r.� Trailmobile Trailmobile 1980 Trailmobile Trailmobile 1978 Great Dane 42' Great Dane 1978 Trailmobile 28' Trailmobile 1977 Hobbs 42"Hiboy Hobbs 42'Hiboy 1979 Reefer Trailer Trailer Reefer 2000 Train Container 40' DV 40' RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su..lement Item No. Equipment Descrintion Equipment Tyne Make Model Year Train Container 40' DV 40' 2002 Triten Trailer Trailer Triten LT10-101WB 2002 Train Container 40' 40' Connex Boxes 40' Container Connex 40' Connex Boxes 40' Container Connex 40' Fruehauf Tandem Axle Tool Van Tool Van Fruehauf Tandem Axle Dorsey 45'Van Trailer Trailer Dorsey 45' Dorsey Semi Van Trailer Trailer Dorsey Van Trailer 2003 Talbert Lowboy Trailer Talbert 75 Ton 2003 42'x96"Flatbed 3 Axel Trailer Fruehauf Flatbed 1985 Insulated Van Trailer Trailer Reefer Houle 600-Gal Spreader Houle Utility Landscape Trailer Trailer Car-On Trailer 4x6 G 2005 Fuel Wagon Briggs and Stratton Homemade Fuel Wagon Fuel Wagon 1000 Gallon Carry-On Trailer Trailer Carry-On Trailer 5 2005 Fuel Tank Fuel Tank L&J Portable Refueler 2006 Car Hauler Trailer/ Trailer 6'4"x 16' Emerson Hombre Car 2005 7000 lb.-capacity, Hauler Low Boy Trailer Trail King TK110HDG 2007 Karavan Trailer Trailer Karavan Boat Trailer 2005 Dry Container 40' Container Dry Container 40" Container 20'Storage Container Container 20'Storage Container Container 20'Storage Container Container 20'Storage Container Container Hobbs Tool Trailer Tool Trailer Hobbs Tool Trailer Tool Trailer Hobbs 1979 Trailer Trailer Kaufman 7000 Axle/2 2008 20'Storage Container Ford F600 Fuel Truck Ford F600 1985 Forest River Trailer Trailer Forets River WPT28LK 2008 20'Storage Container Container 20'Storage Container Container RIC-MAN CONSTRUCTION FLORIDA, INC. IIII RIC-MAN Su•clement Item No. Equipment Description Eauipment Tyne Make Model Year Haulin Utility Trailer Trailer Haulin Utility Trailer 2010 Aluminum Trailer Trailer All American P45-3H 2013 Contrail'trailer 'trailer Contrail 2002 40'Premium and TRI Doors Container Connex 2012 CVWR Air Pintle Trailer Kaufman 2014 Schien Trailer Trailer Schien 26SD 1995 Deluxe 20"F.ouinment'trailer ''railer Deluxe 21)14 Homemade Bentonite Trailer Trailer Bentonite Trailer 2014 Stealth Trailer 'trailer Stealth LTD hx12 2015 Sooner Lariat 7400 Trailer Trailer Sooner Lart 7400 2015 2U Connex for Casaerande Container 20'Connex Water Trailer Trailer Water Wagon International Lube Lube Truck International Ford L8000 Dump Dump Truck Ford L8000 1988 lord l'-/50 Mechanic truck Truck Ford F-/SU 200/ Ford F-700 Fuel Truck Ford F700 1992 Water Truck water Truck Ford F/50 200/ Fuel/Lube Truck Fuel/Lube Truck Mack RD688S 2001 CL'l'V/Cutter Truck Unit Truck Nord 1:45U 20 lb Bentley Car Bentley Gilda 2010 GMC 2500 Sierra Pickup Pickup GMC 2004 Ford F-450 Utility Truck Flat Bed Mechanic Ford Mechanic Truck 2006 Chevy Silverado Pickup Chevrolet 2008 GMC Sierra Pickup Pickup Sierra 2009 GMC Sierra Pickup Pickup Sierra 2011 GMC Sierra Pick up 2500 Pickup Sierra 2012 GMC Sierra Pick up 1500 Pickup Sierra 2014 GMC Sierra Pickup 1500 Pickup Sierra 2014 GMC Sierra Pick up 2500 Pickup Sierra 2015 GMC Sierra Pick up 2500 Pickup Sierra 2015 GMC W3500 Flatbed Flatbed GMC 2005 Chevy Silverado Pickup Chevrolet 2016 Chevy Silverado Pickup Chevrolet 2016 BMW 750L1 Sedan BMW 2006 Honda Sedan Accord 2017 Ford F150 Truck Ford 2010 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Su•dement Item No. Equipment Description Eauipment Type Make Model Year Buick Lacrosse Car Buick 2011 Ford Explorer SUV Ford 2012 Mercedes E350W Car Mercedes 2012 Buick Enclave SUV Buick 2015 Ford F350 Truck Ford 2013 Ranger 8 Diesel 2 Lincoln Ranger 1998 Lincoln 225 Welder Welder Lincoln 225 1996 Millar Welder Welder Miller CP-300 1996 Trailblazer 301G Welder Welder Trailblazer 301G 2003 Miller 75111 Welder Welder Miller 75111 7001 Miller Bobcat 250 Welder Welder MillerBobcat 2005 Kohler Bobcat 225 Welder Welder Kohler Bobcat 225 Bobcat 250 Welder Welder Bobcat 250 Welder 2010 Rnhrat Welder Welder Rnhrat 7012 Bobcat Welder Welder Bobcat 2012 TIG Welder Syncrowave Tig Welder Syncrowave Bobcat Welder 250 MP Bobcat Welder 2014 Bobcat 250 Welder Welder Bobcat 2015 Trailblazer Welder Welder Trailblazer 325 2015 400anm H7S Treatment Plant Treatment PlantRx1(1 400gpm H2S Treatment Plant Treatment Plant 8x10 400enm H2S Treatment Plant Treatment Plant Rx10 Model 4700 Beam Aligner Beam Aligner 4700 AG Laser Beam Laser AG Laser Beam Laser AG AG laser Ream Laser AG Laser Model 945 Laser 945 laser Plane Laser Plane Laser Plane Laser Plane Spectra Physics Laser Laser Cnartrn Phwcirc 942 Dial Grade Laser Laser Dial Grade Dial Grade Laser Laser Dial Grade Dial Grade Laser Laser Dial Grade Laser Level Laser Dial Grade Laser Dialgrade Topcon TPL3G Laser Topcon TPL3G RIC-MAN CONSTRUCTION FLORIDA, INC. 111. RIC-MAN Su•element Item No. Eauipment Description Eauipment Tvoe Make Model ]fir Topcon GTS-203 Laser Topcon GTS-203 Dial Grade Laser—Red Laser Spectr Phsc Spectra Dial Grade Laser Laser Spectra __ ___ ___ Leica NA730 Laser Leica NA730 Topcon Pipe Laser Laser Topcon TP-L4GV 2003 Pipe Laser Laser Spectr Pre DG711 2005 Leica Kuebv Rotating laser baser Leica Ruehv Zulu Futiuda LT800Laser Laser Futiuda LT800 2015 I'oncon Laser I P-1.4HG Laser Futiuda 'I P-1.41Th 21)14 ' Leica 724 Level Laser Leica 724 2014 Toocon TP-L4AV Pine Laser Laser 'Foecon L4AV 2U14 Topcon RL-H4C Laser Laser Topcon RL-H4C 2015 'I'oncon KL-114L Laser Laser 'foncon KL-I-14L Z1)1S Topcon Laser Laser Topcon H4C 2015 Ton Lon Laser Laser Ton Con Af-tiK 2U1S Top Con Laser Laser Top Con AT-B4 2015 Leica Kuebv Laser Laser Leica 611) Z1)1S Leica Rugby 50 Rotary Laser Laser Leica Rugby 50 Rotary 2015 'foncon Laser Laser Ioncon ZU1S Spectra Laser LL300N1 - Laser Spectra LL300N1 2015 Leica Kuebv Laser Laser Leica Kuebv SU LUIS Industrial Scientific MG140 Industrial Scientific MG140 Industrial Scientific MG140 Industrial Scientific MG140 2001 Industrial Scientific MG140 . Industrial Scientific MG140 2002 Industrial Scientific MG140 Industrial Scientific MG140 2002 Industrial Scientific MG140 aY3!' Industrial Scientific MG140 Industrial Scientific MG40 Industrial Scientific M-40 2009 Industrial Scientific MG140 Industrial Scientific MG140 2006 Industrial Scientific M40 Gas Detector Industrial Scientific M40 2008 Gas Detector Gas Detector Indus.Scientific MG140 2006 Gas Detector Kit Gas Detector Kit Indus.Scientific M1,14U 2006 Gas Detector MG140 Gas Detector Kit Indus.Scientific MG140 2008 Las Detector MG140 Las Detector Kit Indus.Scientific M614U 2008 Gas Detector M-40 Gas Detector Industrial Scientific M-40 2008 Gas Detector M-4U Las Detector Industrial Scientific M-4U Gas Detector M-40 Gas Detector Industrial Scientific M-40 2010 RIC-MAN CONSTRUCTION FLORIDA, INC. Item No. Equipment Description Erpment Tvne Make Mode( Year Industrial Scientific Gas Detector Gas Detector Industrial Scientific MG140 2009 Industrial Scientific Gas Detector Gas Detector Industrial Scientific M40 2008 Industrial Scientific Gas Detector Gas Detector industrial Scientific M40 2009 Industrial Scientific Gas Detector Gas Detector Industrial Scientific M40 2009 Industrial Scientific Gas Detector Gas Detector Industrial Scientific M40 2009 Industrial Scientific Gas Detector Gas Detector Industrial Scientific M40 2009 Industrial Scientific Gas Detector Gas Detector Industrial Scientific M40-Parker 2011 RIC-MAN CONSTRUCTION FLORIDA, INC. IN Ric-Man Su•dement INDIVIDUAL RESUMES DANIEL C. MANCINI 3100 SW 15 th Street,Deerfield Beach,FL 33442• 954.426.1221• 954.426. 1226• DMancini(aric-manfl.corn WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2003-Present President Responsible for all aspects of the company business including hands-on field and office administration Mancini Development,Florida 1994-Present General Manager Commercial Warehouse Division Heads up Building and Development construction including constructing drainage,water main,sewer and roadways. RIC-MAN International,Inc.,Florida 1987-2003 Vice President Responsible for all aspects of the company business including hands-on field and office administration RIC-MAN International,Inc.,Florida 1990-1994 Superintendent Supervise foreman constructing water main,sanitary sewer,drainage,roadways,pump stations,jack& Bores.Coordinate subcontractors and suppliers work phases RIC-MAN International,Inc.,Florida 1987-1990 Foreman Supervise crews constructing water main,sanitary sewer,drainage and roadways RIC-MAN Construction,Inc.,Michigan 1985-1987 Foreman Supervise crews constructing water main,sanitary sewer,drainage and roadways EDUCATION B.S. Civil Engineering Wayne State University,Detroit,Michigan LICENSING State of Florida:Certified General Contractor CGC1505962 RIC-MAN CONSTRUCTION FLORIDA, INC. gloom supp*eut- EDWARD MANCINI 7464 19 Mile Road,Sterling Heights,MI 48314.586.685.1000•EMancini@mancinigroup.com WORK EXPERIENCE MANCINI Enterprises,LLC,Florida 2003-Present Manager/ Partner RIC-MAN Construction Inc.,Michigan 1996-Present Vice President,Controller Responsible for all aspects of the company business including hands on field and office administration. RIC-MAN Construction,Inc.,Michigan 1992-1995 Assistant Controller RIC-MAN Construction,Inc.,Michigan 1985-1992 Superintendent Supervise foreman constructing water main,sanitary sewer,drainage,roadways,pump stations,jack& Bores.Coordinate subcontractors and suppliers work phases CERTIFICATIONS 10 Hour OSHA Compliance CPR/Medical First Aid Confined Space Entry RIC-MAN CONSTRUCTION FLORIDA, INC. MI RIC-MAN Supplement' MICHAEL R. FISCHER 3100 SW 15 to Street,Deerfield Beach,FL 33442•954.426. 1221• 954.426.1226• MFischer(aric-manfl.cont WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2015-Present Chief Operations Officer Fru-Con Construction Corp(a division of Balfour Beatty),Virginia 2006-2015 Vice President&Member of BBi/Executive Board Heavy industrial contractor specializing in the construction of waste/water projects throughout the U.S. responsible for all bidding and operational issues with complete profit/loss responsibility. He managed 80 project managers,engineers,superintendents and peak craft of 350.He was responsible for coordinating and facilitating with other division managers,vice presidents and the CEO,and the use of resources for pursuit of all business opportunities in the heavy civil/rail and wastewater arena throughout the country and Canada.Michael grew revenue from an average of $65M/year to$106M in 2013. Ed Kraemer and Son,Wisconsin 2001-2006 Executive Vice President and COO Heavy civil and marine contractor operating in 16 states. Complete profit/loss responsibility for construction division comprised of 190 engineers, managers,estimators and superintendents and peak craft of 1000. Design/build and conventional,hard dollar contracting in the heavy/highway, railroad and private industry. Grew company from $120M to $350M per year while increasing private work to 15%of revenue. Cianbro Corporation,Maryland 1996-2001 Vice President&General Manager Vice President and General Manager for heavy civil,marine and industrial contractor operating in 15 states from Maine to North Carolina. Michael was responsible for all operational and administrative functions for the Mid-Atlantic region,headquartered in Baltimore,Maryland.He had complete profit/loss responsibility and grew the region from$20M per year to$70M with staff of 68 salaried and 350 craft employees. MCI Constructor,Virginia 1988-1996 Vice President Arnold M.Diamond,New York 1984-1988 Chief Estimator/Project Manager EDUCATION AAS Civil Engineering, Nassau College,Garden City,NY Civil Engineering, Polytechnic Institute of New York- 1977-1981 CERTIFICATIONS • OSHA 10 ComplianceCourse • CPR/Medical First Aid • Confined Space Entry RIC-MAN CONSTRUCTION FLORIDA, INC. ic-MAN Supplement DANIEL J. LACROSS SR. PROJECT MANAGER 3100 SW 15 th Street,Deerfield Beach,FL 33442•954.426.1221•954.426.1226• DLacross@ric-manfl.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2006-Present Project Manager Complete Management of all ongoing projects. Ric-Man Construction Florida,Inc. 2004-2005 General Superintendent Installation of underground utilities pipe work,road work and site work. Eastwood Excavating,Michigan 2001 -2004 General Superintendent Installation of underground utilities,storm sewer,sanitary sewer and water main. Rasmussen Excavating,Michigan 1999-2001 General Superintendent Installation of underground utilities,complete site work to include gas transmission mains and site restoration. United States Army 1991 -1995 Gunner on M1A1 Main Battle Tank Ball Underground Contractors,Michigan 1985-1991 General Superintendent Installation of underground utilities and site restoration, Duties: Daily on site, direct supervision of foreman and labor forces. Schedule equipment and responsible for maintaining project schedule, quality control and working relationships with owner's representatives and the public in general.Responsible for project schedules estimating and all paperwork associated. EDUCATION B.S.in Accounting Ferris State University, Big Rapids,Michigan RIC-MAN CONSTRUCTION FLORIDA, INC. 1111111 RIC-MAN Supplement JOHN D'ALESSANDRO SR. PROJECT MANAGER 3100 SW 15 th Street,Deerfield Beach,FL 33442•954.426.1221•954.426.1226•JDalessandro@ric-manfl.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2010-Present Estimating and Project Manager of the Florida office. Lanzo Lining&Construction,Inc.,Florida 2004-2010 Chief Estimator 1980-1993 Project Manager and Estimator • Utility Company specializing in Rehabilitating Sanitary,Drainage Water and Force main by CIPP(cured in place pipe). • Responsible for all national bidding and procurement projects. • Project Manager for all current contracts held in the State of Florida. • MacDill Air Force Base,Tampa,Florida project. 17,000 If 14"to 54"CIPP of storm drainage system GPR (Ground penetrating radar) survey. Structure rehabilitation with epoxy coatings and exterior pipeline grouting from surface. • City of Atlanta,Georgia Watershed Contract 4,60,000 if of CIPP 8"to 24"gravity sewer,point repairs, pipe bursting,manhole rehabilitation and related restoration. • City of Hollywood,Florida,13,000 If 48"and 9,000 If 36"Gravity CIPP,major bypass pumping,manhole rehabilitation,sanitary lateralClPP. • City of Ft.Lauderdale Florida,various contracts,combined 175,000 If 8"to 15"CIPP rehabilitation.500 each lateral linings and manhole cementitious coatings. • City of Petersburg,Florida,annual contract for CIPP rehabilitation of mainline sanitary,laterals and manholes. • Clinton Township,Michigan,9500 If 36"gravity sewer rehabilitation and manhole cementitious coatings with related grouting and bypass pumping. • City of Detroit two-year annual sewer rehabilitation project,gravity sewer CIPP ranging from 8"to 120" manhole cementitious and related point repairs Telcon,Inc.,Florida 1993-2004 Owner • Utility contractor performing water, sewer and drainage throughout central and southeast Florida public and private sector.Complete site work including utilities,pavement and earthwork. • Worked directly for FPL and Southern Bell installing concrete duct banks,residential URD and cable, high voltage pipe type transmission and fiber optic cable installation. • Project experience includes heavy civil pipe installations, sewage pumping stations and treatment plants, earthwork, paving, power and communication utilities, manhole and utility pipeline rehabilitations.Bore and jacking,Micro tunneling and directional boring. CERTIFICATIONS Utility Contractors License Dade County Florida Utility Electrical License Dade County Florida Utility and Pavement License Broward County Florida Certification for Confined Space Entry Certified with FDOT for M.O.T Certification for CPR/Medical First Aid RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement Steve Risso SAFETY MANAGER 3100 SW 15th Street,Deerfield Beach,FL 33442•954.426.1221•954.426.1226•Srisso( ric-manfl.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. Safety Manager 2019-Present Enforce and maintain safety polices.Maintain safety literature on all machinery and equipment Structural Enterprises Incorporated Safety Director 2010-2018 • Conducted random on-site safety inspections reported violations along with corrective action. • Developed corporate written safety policies as well as new employee safety orientation. • Trained all employees in the safe operation of both rough and fixed mast forklift. • Conducted 10 hour OSHA training to all skilled labor. • Conducted 30 hour OSHA training to all foremen. • Successfully completed AISC certification. • Developed Job Hazard Analysis for each definable feature of work • Ensured that all federal and state regulations were in compliance. • Maintained OSHA 300 Logs Associated Builders and Contractors (ABC) 1999-2010 Director of Safety. • Developed personalized OSHA 10 and 30 hour training courses. • Instructed OSHA 10 and 30 hour training for over 200 member companies. • Developed safety manuals and new employee safety orientation for member companies. • Conducted new employee safety training for member companies. • Successfully trained over 500 hundred students in OSHA 10 and 30 training classes as well as First Aid and CPR. • Conducted on site construction inspections for member companies and reported findings and corrective action recommendations to owners. • Provided consultation to member companies on how to improve safety awareness. • Worked closely with ABC National Office to implement a program for safety officers'to be aware of common OSHA violations including all sub-parts of CFR 1926 and 1910. EDUCATION • Old Dominion University • OSHA training Institute and Construction Safety Council Training for authorization as an instructor in the 10 and 30 hour courses for the construction industries • Corps of Engineers Prospect Safety Training Certification • Continued education and certifications in various safety related areas through classes,seminars etc. RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement Tyson DiPetrillo PROJECT MANAGER 3100 SW 15 th Street,Deerfield Beach,FL 33442•954.426.1221•954.426.1226•Tdipetrillo c@ric-manfl.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2019-Present Project Manager Responsible for managing the West Avenue Neighborhood Projects. Lynx Construction Management,Coral Gables,FL 2012-2019 Project Manager Responsible for managing and coordinating all necessary project resources and documentation throughout the entire project lifecycle while maintaining control of the budget,costs,schedule,risk and general work performance and quality. DooleyMack Constructors of S.FL,Coral Springs,FL 2007-2012 Commercial Superintendent Responsible for overseeing and managing all day-to-day job site activities,including subcontractor performance, site conditions,code compliance,safety and quality standards,establish and implement the baseline schedule and effective management of subcontractor's scope to avoid impacting the progress of work. Now Construction Services,Inc.,Pompano Beach,FL 2001-2007 Project Foreman Responsible for overall work activities,layout,material orders, coordinating subs,and jobsite safety.Primarily a shell contractor specializing in large residential custom homes and light commercial projects. Education/Professional Development - Florida International University,Bachelor of Science in Construction Management - Broward Community College,Associate of Science in Business Administration - OSHA-30hr and significant training in scaffolding,excavations and fall protection. - CPR and First Aid Certified - Rapport Leadership International-"Leadership Breakthrough" - Wal-Mart-Storm Water Prevention Program - ABC Diamond Safety Awards in 2016,2017,2018 RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement BRIAN BARIBEAULT 3100 SW 15 u,Street,Deerfield Beach,FL 33442•954.426.1221•954.426.1226•BBaribeault'rr ric-manf.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2006-Present Project Foreman Installation of Underground Utilities Pipe work,road work,and site work. Justin Industries,Florida 2003 Supervisor Land clearing,operations of lowboy,dump truck,tractor trailers and house pads RTE Land Clearing Florida 2002-2003 Operator All aspects of earthwork construction including underground utilities and drilled shafts Planet Wood Recycling,Florida 1999-2001 Operator Operations of loader and backhoe at recycling yard. EXPERIENCE Over 11 Years of supervising deep excavations,shoring and pipe installation for water,sanitary and drainage projects. CERTIFICATIONS 10 Hour OSHA Compliance CPR/Medical First Aid Confined Space Entry RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement SAUL RIVERA CIPP SUPERINTENDENT 3100 SW 15 t Street,Deerfield Beach,FL 33442.954.426.1221•954.426.1226•SRivera@ric-manfl.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2016-Present CIPP Superintendent Oversees field crews in the South Florida market.Responsible for CIPP projects. Kenny Construction Company 2012-2016 Superintendent Oversees field crews on steam and water inversions and cutting taps on various pipe sizes.Coordinate schedules and man power on job sites. Spiniello Companies 2009-2012 Foreman Oversees the installation of liners with air and steam operate steam boiler and operate a TV truck. Operate tractor trailer hauling material for underground pipe lining for sewer rehabilitation throughout the east coast. Lanzo Lining 2007-2009 Project Foreman Drive Class A&B truck from Florida to Georgia to install liners for underground pipe rehabilitation. Operate a water and steam boiler and TV truck in the field. CERTIFICATIONS 30 Hour OSHA Compliance CPR/Medical First Aid/AED NUCA Confined Space Entry Certified with FDOT for M.O.T. Class A CDL with hazmat and taker endorsement Nassco/PACP RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN Supplement AMAURY MONZON PROJECT FORE"I.'' 3100 SW 15 th Street,Deerfield Beach,FL 33442• 954.426.1221•954.426.1226•AMonzon r ric-manf.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2014-Present Project Foreman Responsible for leading construction crews in a safe and efficient installation of assigned work. Monzon Crane 2006-2014 Crane Operator Crane operator and part owner CERTIFICATIONS CDL Class B License Certified Crane Operator NCCCO Certified RIC-MAN CONSTRUCTION FLORIDA, INC. 1111 RIC-MAN Supplement MARK SHUSTERIC Underground Superintendent 3100 SW 15 th Street,Deerfield Beach,FL 33442•954.426.1221•954.426.1226•Mshusteric ric-manfl.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2016-Present Underground Superintendent Responsible for leading construction crews in a safe and efficient installation of assigned work. Interfaces with inspectors and testing QA/QC staff to ensure project requirements are met. Sullivan Brothers Construction 2012-2016 Utilities Foreman Managed crew to complete underground utility jobs on time,within budget with perfect safety record. Responsible for scheduling of crews,material take offs and delivery, daily reports, change orders and inspections. Ric-Man Construction Florida,Inc. 2011-2012 Foreman Responsible for managing the onsite operations of utility construction projects.Coordination of water and sewer crew,material deliveries and jobsite safety. Fenton Excavating Co. 2009-2010 Foreman Managed underground utility and road construction projects. Responsible for all aspects of onsite management including crew scheduling and travel arrangements,equipment and material mobilization, daily reports,progress meetings,pay estimates,subcontractors,traffic control and job site safety. D'Alessandro Contracting Group 2011-2012 Foreman Responsible for managing underground utility projects both open cut and tunnel. Supervised crews, subcontractors and material deliveries to ensure jobs are completed within budget and meets production schedule according to plans and specs. CERTIFICATIONS 10 Hour OSHA Compliance CPR/Medical First Aid Confined Space Entry Competent Person Rigging Certified TWIC Card RIC-MAN CONSTRUCTION FLORIDA, INC. RIC-MAN s .plement • CHRISTIAN BOTTOME Project Engineer 3100 SW 15 thStreet,Deerfield Beach,FL 33442•954.426.1221•954.426.1226•Cbottome(ric-manfl.com WORK EXPERIENCE Ric-Man Construction Florida,Inc. 2019-Present Project Engineer Assist with projects in the Miami office QUICK SAND AND FILL,MIAMI,FL September 2018-2019 Project Engineer Determining specifications and objectives for 10+ acre projects by studying plans, material requirements, site details including pre-construction and performance standards,catered to surpass client expectation.Assisting the project manager with team building and technical skills,both in the office and in the field.Estimating and generating cost reports;calculating digital site takeoffs through the use of CAD software's. LEHMAN CENTER FOR TRANSPORTATION,MIAMI,FL. June 2018-December 2018 Research Assistant Planed high performance procedures for the development of data analysis reports, based on literature re-view and field research.Conducted studies of traffic systems and how projects will impact the community and the environment(PD&E),delivering efficient and sustainable solutions. CRAFT CONSTRUCTION,AVENTURA,FL. June 2016-December 2016 Assistant Project Manager Assisted in the development of $30 million projects, worked with drawings, cost estimates and RFI's solution and/or submittal/request process; prepared minute meetings on behalf of construction management company. Supervised and coordinated field workers and daily activities,promoted team work throughout the site,imposing a strong commitment to the daily schedule,ensuring safety and environmental standards were met by the site, the subcontractors and the workers. Effectively communicated, optimized and managed daily schedules and/or project status throughout the field and the office,4 super intendants,35 different field trades(Subs)and various workers. SKILLS Spanish,English&Italian Optimization Methods&Logistics LEED Green Building Certificate Detail Oriented, Leadership Primavera P6 Essentials Pavement&Roadway Design Team Work, Creative Thinking,Civil 3D,BlueBeam,Trimble HCE Written&Verbal Communication Self Motivated Problem Solver RIC-MAN CONSTRUCTION FLORIDA, INC. IIIII RIC-MAN Supplement CERTIFICATE OF CORPORATION State of Florida Department of State I certify from the records of this office that RIC-MAN CONSTRUCTION FLORIDA,INC.is a corporation organized under the laws of the State of Florida,filed on July 6,2004. The document number of this corporation is P04000101933. I further certify that said corporation has paid all fees due this office through December 31,2019,that its most recent annual report/uniform business report was filed on April 22,2019,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Twenty-second day of April, 2019 ° ` r - • Secretary of State Tracking Number:994025151 1 C C To authenticate this certificate,visit the following site,enter this number,and then f follow the instructions displayed. bttpsi/services.su n bizorg/Flliegs/CertiticateOfStatus/CertificateAuthen tication RIC-MAN CONSTRUCTION FLORIDA, INC. R1C-MAN Supplement OCCUPATIONAL LICENSE BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale,FL 33301-1895—954-831-4000 VALID OCTOBER 1,2018 THROUGH SEPTEMBER 30,2019 DBA: Receipt#:GENERA9LeCONTRACfOR (GENERAL Business Name:RIC MAN CONSTRUCTION FLORIDA INC Business Type:CONTRACTOR) Owner Name:DANIEL MANCINI Business Opened:07/21/2009 Business Location:3100 SW 15 ST State/County/Cert/Reg:CGC1514965 DEERFIELD BEACH Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 29 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 81.00 0.00 0.00 0.00 0.00 0.00 81.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: DANIEL MANCINI Receipt 81CP-17-00023287 3100 SW 15 ST Paid 09/12/2018 81.00 DEERFIELD BEACH, FL 33442 09/11/2018 Effective Date 2018 - 2019 Ric-Man Construction Florida, Inc. Business Tax Office Business Tax Receipt 150 NE 2nd Ave. 2018-2019 Deerfield Beach,FL 33441 License Number: 19-00027012 Phone:(954)480-4333 , E-mail:web.btrgdeerfield-beach.com Deerfield Beach Date Issued: 9/10/2018 Florida Expires: 9/30/2019 RIC-MAN CONSTRUCTION FLA.INC Classification: GENERAL CONTRACTOR'S OFFICE 3100 SW 15 ST Business Location:3100 SW 15 ST Service(s): OFFICE:I CONTRACTOR DEERFIELD BEACH FL 33442 Control Number: 0190750 I Tax Amount$58.8C7-1 Add.Fees:$229.20Penalty:$0.00 1 Total Amount Paid:$288 00 Notice:This Tax Receipt becomes NULL and VOID if ownership,business name,or address changed. Business owner must apply to Business Tax Office for Transfer. Detach and retain for your records ***Business Tax Receipt*** 2018-2019 • This Business Tax Receipt represents proof of payment of your Business Tax Fee for the period of October 10 to September 30"'.Please exercise diligence in maintaining this receipt. • Once you have obtained a Deerfield Beach Business Tax Receipt,you will be sent a renewal notice each year beginning July 1st,(90 days prior to expiration)to the address listed on the Receipt.Please check all Receipt information and report any errors to us immediately.The City may impose fines and penalties for failure to renew this Receipt. • Your current Receipt shall be posted so that it is able to be viewed by anyone upon entering your place of business. • If you change your.business name,ownership or location,you must apply for a new Tax Receipt. • If you have more than one location,you must obtain a Receipt for each location. • For information on signage regulations,visit the City's website at www.deerfield-beach.com/signage. Increase traffic to your business by participating in the City's Recycling Rewards Program! Residents who recycle on a regular basis are accumulating points to be redeemed for rewards at participating businesses to claim discounts and gift certificates.Participating businesses see increased traffic from this program and those that have a commercial recycling account serviced by the City receive additional rewards. To learn how to have your business become a Rewards Partner,please contact Recycling Perks at infortr dingperks.com.For Information on how to set up a commercial recyding account,contact the City's Recycling Division at 954-480-4454. This Receipt does not represent an endorsement or certification of the business listed herein by the City of Deerfield Beach. Ric-Man Construction Florida, Inc. RIC-MAN Supplement 003560 Local Business Tax Receipt Miami—Dade County, State of FloridaLBT . -THIS IS NOT A BILL-DO NOT PAY 6483739 • BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES RIC MAN CONSTRUCTION FLORIDA INC RENEWAL SEPTEMBER 30, 2019 3191 CORAL WAY STE 611 6753520 Must be displayed at place of business MIAMI FL 33145 Pursuant to County Code Chapter 8A-Art,9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED RIC MAN CONSTRUCTION FLORIDA INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR CGC1514965 8105.00 09/07/2018 "` Worker(s) 30 CREDITCARD-18-066804 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit.or a certification of the holders qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dada Code Sec 8a-276. For more information,visit wwwaiatafdadLaovRexcollsctor Ric-Man Construction Florida, Inc. 111111 GENERAL CONTRACTOR LICENSES ipaY;,-z RICK SCOTT.GOVERNOR JONATHAN ZACHEM.SECRETARY dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS-AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STMUTES MANCINI, DANIEL CHRISTOPHER RIC-MAN CONSTRUCTION FLORIDA INfa; 3100 SW 15TH STREET�"ig DEERFIELD BEACH FL 3344 '/ L LLICENSE NUMBER:CGC1514965 - EXPIRATION DATE: AUGUsfitiiiio Always verify licenses online at MyFloridaLicense.com ;7. . • Do not alter this document in any form. ,:,,,. +Yt•- l If � : +•=• a�r�� •o'•This is your license.It is unlawful for anyone other than the licensee to use this document. El 1t t Ric-Man Construction Florida, Inc. toy FDnT PRF-QUAT .TFICATTON FDD Florida Department of Transportation RICK scorn 605 Suwannee Street JIM BOXOLI GOVERNOR Tallahassee,FL 32399-0450 SECRETARY 30, 2016 RIC-MAN CONSTRUCTION FLORIDA,. INC. 3100 SW 15TH ST DEERFIELD BEACH FL 33442 RE: CERTIFICATE OF QUALIFICATION Dear Sir/Madam: The Department of Transportation has qualified your company for the type of work indicated below. Unless your company is notified otherwise, this Certificate of Qualification will expire 6/30/2017. However, the new application is due 4/30/2017. In accordance with S.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If your company's maximum capacity has been revised, you can access it by logging into the Contractor Prequalification Application System via the following link: https://www3.dot.state.£l.us/ContractorPreQualification/ Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. 'r FDOT APPROVED WORE CLASSES: DEBRIS REMOVAL (EMERGENCY), DRAINAGE, FLEXIBLE PAVING, GRADING, WATER MAIN, SANITARY SEWER, FORCE MAIN INSTALLATION a- You may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (F.A.C.), by accessing your most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. R Sincerely, .04W aOn+J bAMnD4rta DM,SUS,o-tleirvA ACES(Milos Mpasel,Vq Alan D AutryMAO, .��`, ®�:�"a�° 00076 Alan Autry, Manager Contracts Administration Office AA:cj www.dot state.fl.us RIC-MAN Supplement LETTERS OF RECOMMENDATION ■■. ... ...Hanson Hanson Pressure Pipe 208 Cedarvvood Court HEIDELBERGCEMENTGroup DeBaty,Florida 32713 P:386.753.9426 F:386.753.9482 C:407.625.0200 Charlie.Sullivan@hanson.corn March 23,2012 Ric-Man Const.Inc. 3100 S.W. 15th Street Deerfield Beach,FL 33442 To whom it may concern: I am writing this letter to recommend the services of Ric-Man Const.Inc of Deerfield Beach, Florida. Manson Pressure Pipe has worked with Ric-Man Const.Inc.on many pipe-related projects over the last several years and I feel confident in recommending their expertise in addressing pipe related issues.This includes new pipe installations as well as modifications to existing lines. If you have any further questions,please feel free to contact me. Regards, ae.e.44;,7 Charlie Sullivan Regional Sales Manager Copy: file Ric-Man Construction Florida, Inc. RIC-MAN Supplement 'WARD COON T 1 FLORIDA /„.„c Wo:i c Drpar me n' HIGIdWAY CONS1 RUCTION AND ENGINEERING DIVISION Parka Planning and Design d7.University Drive State 41008•Plantation,Florida 33524-20?9•ff3,4!?7.4845•FAX 954 916-737F To whom it may concern: We commend Ric-Man Construction Florida, Inc. on an outstanding job on the Highland Scrub Natural Area, in Pompano Beach, Florida. The project had its final successful completion in December 2007. The Project Manager was a pleasure to work with and the Crew was very efficient and worked well with everyone and kept it clean and professional at the job site. The company has an excellent reputation for timely completion of its work. Needless to say, we would consider the company for future work. Sincerely, Bill Kristen Project Manager 4 (froward County Board of County Comnnsioners Sue Gtn2burga•W utkt D.Jacobs•Altwt C Jones•Kon Ka as•pare Llsbeman•"Macy Rarer••loft.E.Rathbwn.Jr.•Dram WeOeenntln-Retan•Lire WYfer m,*bRavarci.org RIC-MAN Supplement Aiisco, INC. April 12.2010 Mr.Dan LaCross Ric-Man Construction,Inc. 3100 SW 15th Street Deerfield,FL 33442 Subject: Letter of Reference Dear Mr.LaCross: I am writing to express my sincere appreciation to Ric-Man for your efforts on the Overtown-Venetian Transmission Line. As Avisco's lower-tier subcontractor during the final construction, Ric-Man's fine personnel provided exemplary service. Ric-Man's commitment to safety and quality was evident throughout your work and in the finished project. Your team worked very efficient and was very responsive to all our needs throughout the performance of the work. It would indeed be my pleasure to work with Ric Man again. I look forward to the opportunity to do so. Sincerely, AVISCO,INC. Patricia Ferguson111 Corporate Secretary/Contracts Manager 1005 Clarence Larsen Drive • Oak Ridge, Tennessee 37830 • (865)276-1360 • FAX(865)276-1361 RIC-MAN Supplement gilTER(1RKS me 7!.ri u,Zr,IN November 13,2010 Ric-Man Construction 1919 NW 40th Court Pompano Beach,FL 33064 RE:Letter of Appreciation It is with great pleasure that I commend your company for the outstanding support you provided to the City of Fort Lauderdale's$691 million Water and Wastewater Capital Improvements Program known as WaterWorks 2011. Your construction crews,foreman and project manager's consistent outstanding work ethic and attention to detail were critical to the successful completion of the$3.5 million Shady Banks Basin C project. As the construction contractor,you skillfully led your crews through a multitude of issues,which included a low overhanging tree canopy,limited access routes to the neighborhood,multi-agency coordination of construction activities,vocal local residents,and in-field design changes necessary for the completion of the project. I credit your company's leadership and client focus for completing this project on schedule and under budget. The performance you displayed is most admirable and helped to strengthen the program's overall success.I applaud your exceptional professionalism, devotion,and pride. On behalf of the City of Fort Lauderdale's WaterWorks 2011 program,thank you for a job well done! Sincerely, Gu' 'r rcoseco,Jr. Paul R.Bohlander,P.E. rogram Director Assistant Public Services Director/Engineering CH2M I-IILL City of Fort Lauderdale 1 CITY OF FORT LAUDERDALE WATER AND WASTEWATER CAPITAL IMPROVEMENTS PROGRAM 200 NORTH ANDREWS AVENUE,SUITE 300 FORT LAUDERDALE,FLORIDA 33301 PHONE:954.522.2604 FAX: 954.522.7971 CJIS-PROJECT EVALUATION Tuesday,March 07,2017- 10:50:50 AM Page 1 of 2 Evaluation Refreshers: Do's and Don'ts F'rc;ce_ ___ _ t,. : MIAMI-DADE COUNTY, FLORIDA MIAMI,DADE Capital Improvements Information System t0 f tl1t Water and Sewer Consultant Evaluation Evaluation Type:Standard Evaluation Contract: DB14-WASD-01 Work Order No: Select WO No: v Contract Design-Build Services for the ReplacemenURehabilitation of 72-Inch Sanitary Sewer Force Main along Name: Northwest/Northeast 159th Street between Northwest 17th Avenue and Northeast 10th Avenue. Site Project Design Build North Dade 72-inch Force main Name: — --- - --__—_ --- -- Site Northwest/Northeast 159th Street between Northwest 17th Avenue and Northeast 10th Avenue Location: Award 814,843,000.00 Contact: Raul Caballero Amount: 786-552-8142 Contract DESIGN BUILD Type: Contractor/RIC MAN CONSTRUCTION FLORIDA INC Consultant: FEIN: 201309732 Evaluator ID: ncesp Date: .3/7/2017 Period: Project conclusion or closeout v Rating 4 3 2 1 N/A Criteria 1- o Schedule-Quality of schedule&adherence to schedule resulting in timeliness and minimizing delay to the owner and community. 2- o Cost effectiveness&efficiency-Budget compliance&value of work. 3- to;' Vision-Design-Concepts or adherence to criteria. 4- o Cooperation-Teamwork&relationship with owner,subs and suppliers. 5- ,o Coordination-Ability to organize,schedule and complete tasks in adherence to the schedule. 6- o Accuracy&Technical Skills-Cost estimating,scheduling,shop and other drawings,plans,manuals,project documentation and conflict resolution. 7- e Completeness-Compliance with contract documents,permits,Codes& standards. 8- o Responsiveness-Timely,clear&concise responses to owner comments and correspondence. 9- o Commitment-Intangibles&contribution to project success. 10- o Personnel-Quality and dedication of project staff. 11- o Management-Leadership ability. 12- o Quality-Work performed correctly the first time. Overall Performance Average: 3.9 http://intra/ciis/frmContractorEvaluation.asp?Se1CICCNo=2903&Se10EI D=12746&Se1RP... 3/7/2017 CIIS-PROJECT EVALUATION Tuesday,March 07,2017- I0:50:50 AM Page 2 of 2 Documentation that supports this evaluation and Contractor's/Consultant's comments can be obtained by contacting: Nelson AACespedes,_ � at phone#X305-607-0799 Evaluation Reviewed by: Supervisor. Division Chief 1n. Assistant Director: DDirector,_; Reviewer Name:I Raul Caballero v; Reviewer Signature: The method of delivery of this evaluation to contractor/consultant: Certified Mail EMail• • Fax;J 7/17 Hand'! (Unresponsive Performance by contractor/consultant requires 2 delivery methods,one MUST be Certified Mail.) Evaluation delivered to: Ric-Man Construction Florida •Rating Key 4 Superior performance-Exemplary quality,no intervention required-project completed on lime or early at or below budget with no change orders or amendments other than owner requested changes. 3 Satisfactory performance-Minor errors noted,addressed with timely corrective action.No serious errors noted or corrective action needed. 2 Guarded performance Errors and Omissions documented in writing with timely corrective action. 1 Unresponsive performance documented in writing without timely corrective action. N/A.No Information 3/7/2017-Project conclusion or closeout v Refresh i Save/Update I EMail Raul Caballero EMail Raul Caballero ; Print -- Due Last Edited 04/29/2010-I6:35:06 http://intra/ciis/frmContractorEvaluation.asp?Se1CICCNo=2903&SeICEID=12746&SeIRP... 3/7/2017 CI1S- PROJECT EVALUATION Wednesday. December 09.2015-9:05:43 AM Page 1 of 2 MIAMI-DADE COUNTY, FLORIDA MIAMI•DADE Capital Improvements Information System COUNTY Water and Sewer Consultant Evaluation Evaluation Type:Standard Evaluation Contract. DB13-WASD-01 Work Order No: N/A Contract Name: Design-Build Services for the Installation of Gravity Sewer Interceptors for the Proposed Master Pump Station No.3 Site Project Name: Site Location: Contact: Eduardo M.Luis Award Amount: $12,107,000.00 Contract Type: DESIGN BUILD (786)552-8948 Contractor/ RIC MAN CONSTRUCTION FLORIDA INC FEIN: 201309732 Consultant: Evaluator ID: ajvald Date: 12/9/2015 Period: Completion of study or design Rating* 4 3 2 1 N/A Criteria 1- ✓ (Schedule-Quality of schedule&adherence to schedule !'resulting in timeliness and minimizing delay to the owner and community. 2- s/ Cost effectiveness&efficiency-Budget compliance&value of work. 3- V Vision -Design-Concepts or adherence to criteria. 4- V Cooperation-Teamwork&relationship with owner, subs and suppliers. 5- ✓ Coordination-Ability to organize,schedule and complete tasks in adherence to the schedule. 6- V Accuracy& Technical Skills-Cost estimating, scheduling, shop and other drawings, plans, manuals, project documentation and conflict resolution. 7- V Completeness-Compliance with contract documents, permits, Codes&standards. 8- V Responsiveness-Timely,clear&concise responses to owner comments and correspondence. 9- ✓ Commitment-Intangibles&contribution to project success. 10- V Personnel-Quality and dedication of project staff. 11- V Management-Leadership ability. 12- V Quality-Work performed correctly the first time. Overall Performance Average: 3.8 Documentation that supports this evaluation and Contractor's/Consultant's comments can be obtai -d by contacting: Alexis Valdes at Phone#786 299 9008 Evaluation Reviewed by: Supervisor ID Division Chief D Assistant Director H i► ,-c or■ Reviewer Name:Alexis Valdez Reviewer Signature: LAIL� http://intra.nliamidade.gov/ciis/frmContractorEvaluation.asp?SeICICCNO=2871&SelMod... 12/9/2015 CIIS-PROJECT EVALUATION Wednesday,December 09,2015-9:05:43 AM Page 2 of 2 The method of delivery of this evaluation to contractor/consultant: Certified Mail 0 EMail 0 Fax 0 Hand p (Unresponsive Performance by contractor/consultant requires 2 delivery methods,one MUST be Certified Mail.) Evaluation delivered to: Hector Meneses Rating Key 4 Superior performance-Exemplary quality,no intervention required-project completed on time or early at or below budget with no change orders or amendments other than owner requested changes. 3 Satisfactory performance-Minor errors noted,addressed with timely corrective action.No serious errors noted or corrective action needed. 2 Guarded performance Errors and Omissions documented in writing with timely corrective action. 1 Unresponsive performance documented in writing without timely corrective action. N/A.No Information http://intra.miamidade.gov/ciis/fmiContractorEvaluation.asp?SeICICCNO=2871&SelMod... 12/9/2015 CIIS-PROJECT EVALUATION Monday,December 08,2014-10:59:00 AM Page 1 of 2 Evaluation Refreshers: Do's and Don'ts Process and Procedures 0&A's Help MIAMI-DADE COUNTY, FLORIDA MIAMFDADE Capital Improvements Information System COUNTY Water and Sewer Consultant Evaluation Evaluation Type:Standard Evaluation Contract DB10-WASD-01 Work Order No: 'Select WO No: 1=1 Contract under services for the replacement of an existing 20-inch water main from Port Island to Fisher Island Name: under the Fisherman's Channel and for the replacement of an existing 54-inchsewer force main from Fisher Island to south of the City of Miami Beach under Government Cut Channel Award Contact Isaac A Gutierrez Amount $94,736,382.14 786-552-8140 Contract DESIGN BUILD Type: Contractor!Ric-Man Construction,Inc. FEIN:381943960 Consultant: Evaluator ID: gycrk Date: 1218/2014 Period: (Project conduaion or closeout lid Rating 4 2 2 1 WA Criteria 1- O 0 0 0 0 Schedule-Quality of schedule&adherence to schedule resulting in timeliness and minimizing delay to the owner and community. 2- OO O 0 0 O Cost effectiveness&efficiency-Budget compliance&value of work. 3- 0 OO 0 0 0 Vision-Design-Concepts or adherence to criteria. 4- 00 00 O Cooperation-Teamwork&relationship with owner,subs and suppliers. 5 ® 0 0 0 0 Coordination-Ability to organize,schedule and complete tasks in adherence to the schedule. 6- O 0 0 0 O Accuracy&Technical Skits-Cost estimating,scheduling,shop and other drawings,plans,manuals,project documentation and conflict resolution. 7- O 0 0 0 0 Completeness-Compliance with contract documents,permits,Codes 8 standards. 8- 0 0 0 0 0 Responsiveness-Timely,dear 8 concise responses to owner comments and correspondence. 9- O 0 0 0 0 Commitment-intangibles 8 contribution to project success. 10- O 0 0 0 0 Personnel-Quality and dedication of project staff. 11- O O O O O Management-Leadership ability. 12- e0 0 0 0 0 Quality-Work performed correctly the first time. Overall Performance Average: 3.9 Documentation that supports this evaluation and Contractor's/Consultant's comments can be obtained by contacting: p.Gary Clarke at phone/1786-268-5174 Evaluation Reviewed by: Supervisor❑ Division Chief 0 Assistant Director© Director 0 The method of delivery of this evaluation to contractor/consultant Certified Mail 0 EMail 11 Fax 0 Hand 0 (Unresponsive Performance by contractor/consultant requires 2 delivery methods,one MUST be Certified Mail.) Evaluation delivered to: Danny Mancini •Ratino Kev 4 Superior performance-Exemplary quality,no Intervention required-project completed on time or early at or below budget with no change orders or amendments other than owner requested changes. 3 Satisfactory performance-Minor errors noted,addressed with timely corrective action.No serious errors noted or corrective action needed. 2 Guarded performance Errors and Omissions documented In writing with timely corrective action. 1 Unresponsive performance documented in writing without timely corrective action. N/A.No Information mhtml:file://C:1Users\DMancini.RIC-MAN\Desktop1DB10-WASD-01 Project Conclusion... 12/8/2014 TAB - C MIAMIBEACH Bid Tender Form (B1 ) Page 1 of 1 FAILURE TO SUBMIT THIS BID TENDER 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. The TOTAL BASE BID amount includes the all-inclusive total cost for the work specified in this bid, consisting of furnishing all materials, labor, equipment, shoring, supervision, mobilization, demobilization, overhead and profit, insurance, permits, 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. In the event of arithmetical errors between the division 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 CITY RESERVES THE OPTION, AT ITS SOLE DISCRETION,TO AWARD EITHER GROUP A OR GROUP B. OPTION A GRAND TOTAL $ 13,151,875.00 (ITEMS 1-190) Allowance for Trench Safety Act $25.00 Permit Allowance $50,000.00 SUBTOTAL TRENCH SAFETY ACT& PERMIT ALLOWANCE $50,025.00 GRAND TOTAL $ 13 201,900.00 (ITEMS 1-190+TRENCH SAFETY+ PERMIT ALLOWANCE) OPTION B GRAND TOTAL $ 8,699,820.00 (ITEMS 1-176) Allowance for Trench Safety Act ! $25.00 Permit Allowance $50,000.00 SUBTOTAL TRENCH SAFETY ACT& PERMIT ALLOWANCE $50,025.00 GRAND TOTAL $8 749,845.00 (ITEMS 1-176+TRENCH SAFETY+PERMIT ALLOWANCE) BIDDER'S AFFIRMATION The undersigned, as Bidder, declares that the only persons interested in this Bid are named herein; that no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is made without connection or arrangement with any other person; and that this Bid is in every respect fair and made in good faith, without collusion or fraud. The Bidder agrees, if its Bid is accepted, to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the Bidder and the City of Miami Beach, Florida, for the performance of all requirements to which the Bid pertains. Bidder: Ric-Man Construction Florida,lnc. Authorized Agent Name: Daniel Mancini Authorized Agent Title: Pre i,dent Authorized Agent Signature: `.- 46 ADDENDUM NO.2 INVITATION TO BID(ITB)NO 2019-231-KB FOR INDIAN CREEK(SR A1A)-PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, Ric-Man Construction Florida, Inc.as Principal, hereinafter referred to as Contractor, and Western Surety Company as Surety,are held and firmly bound unto the City of Miami Beach, Florida, as a municipal corporation of the State of Florida, hereinafter called the City, in the sum of five percent(5%)of the Contractor's Base Bid amount of$ 13,201,900.00 lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns. jointly and severally by these presents. WHEREAS, the Contractor contemplates submitting or has submitted, a Bid to the City for the furnishing of all labor,materials,equipment, machinery,tools,apparatus,means of transportation for,and the performance of the Work covered in the Bid Documents which include the Project Manual, the detailed Plans and Specifications, and any Addenda thereto, for the following solicitation. Bid No.: 2019-231-KB Title: Indian Creek(SR AlA)-Phase 111 Improvements-Option A and B WHEREAS,it was a condition precedent to the submission of said Bid that a cashier's check,certified check, or Bid Bond in the amount of five percent (5%) of the Base Bid be submitted with said Bid as a guarantee that the Contractor would,if awarded the Contract,enter into a written Contract with the City for the performance of said Contract,within ten (10)consecutive calendar days after notice having been given of the Award of the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Contractor within ten (10) consecutive calendar days after notice of such acceptance, enters into a written Contract with the City and furnishes the Performance and Payment Bonds, satisfactory to the City, each in an amount equal to one hundred percent (100%) of the Contract Price, and provides all required Certificates of Insurance, then this obligation shall be void; otherwise the sum herein stated shall be due and payable to the City of North Miami and the Surety herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America,as liquidated damages for failure thereof of said Contractor. 49 1 2019-231-KB 28th IN WITNESS WHEREOF,thesaid Principal and the said Surety have duly executed this bond the day of ,20 19 ATTEST: PRINCIPAL: Ric-Man Construction Florida, Inc. (Contractor Name) 'Signature Signature Print Name Print Name(Principal)b • Title , Title COUNTERSIGNED BY RESIDENT FLORIDA AGENT SURETY: OF URETY: Western Surety Company Signatur (Surety Name) Wendy L. Hingson — _ Alan P.Chandler Print Name — eyin-Fact Signature (CORPORATE SEAL) (Power of Attorney must be attarh€,d.) 50 12019-231-KB Western Surety Company POWER OF ATTORNEY APPOii TVG INDIVIDUAL ATTORNEY-Di-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation has ing its principal orrice in the City of Sioux Falls,and State of South Dalton,and that it does by virtue of the signature and sea:herein affixed hereby make,constitute and appoint Robert Trobec, Wendy L Hingson, Kathleen M Irelan, Ian J Donald, Jeffrey A Chandler, John L Budde, Susan L Small,Alan P Chandler,IndividnaHv of Troy.MI. its time and lawful Ataamt (s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds. undertakings and other obligatory instruments of similar nature • In Unlimited Amounts- and to bind it thereby as fully and to the same extent as if such instrument,were signed by a duly a.thorfzal officer of the corporation and all the acts of saiC Anorney,pursuant to dee authority hereby given.are hereby ratified and confirmed, This Power of Attorney is made and executed pursuant to and by author of the By-Law printed on the reverse hereof,duly adopted,as:^theater.bre the flea.-eholders of the corporuien. fa Witness Whereof,WESTERN SURETY COMPANY has caused these presents A be signed by it Vice President and its corporate sea: to be hereto affixed on this 13th day of October,2017. WESTERN SURETY COMPANY 4Q war al T.3tunat.Vice Ptsstden; State of South Dakota 1 is County of Minnehahn On this 13th day of October.2017.before me personally came Purl T.Bruflat,to me known,who,being by me duly sworn.did depose and;ay_ that he resides in the City of Sioux Falls.State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described:n and which executed the above instrument:that he knows the seal of said corporation:that the seal waxed to the said irtscument is such corporate see::that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to tike authority. site acknowledges same to be the act and deed of said corporation. My Commission expires r-• ., J..TACHR. _ lime 23.2Cf2 a, +vr•r c 1} l r J.Mohr.Notary Public CERTIFICATE [,L Netson. Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attontcy hereinabove set forth u still ire force,and further certify that the By-Law of the corporation printed on the reverse hereof is stilt in force. In testimony whereof I have hereunto subscribed sty name and affixed the seal of the said corporation this 28th day of June 2019 ;� WESTERN SURETY COMPANY so 'ate` sir rlom form Fa $0.7.20:2 Nelson.rlssintant S«netcrt Go to www.cnasurety.com>Owner/Obligee Services>Validate Bond Coverage,if you want to verify bond authentidty, Schedule of Values & Acknowledgement of Addenda (B3) Page 1 of 1 Date Issued ° Data ed Amendment 1 June 12, 2019 Amendment 6 Amendment 2 June 21, 2019 Amendment 7 Amendment 3 June 27, 2019 Amendment 8 Amendment 4 Amendment 9 Amendment 5 Amendment 10 Bidder:Ric-Man Construction Florida Initials 47 I 2019-231-KB C-1 A THIS FORM IS REQUIRED TO BE SUBMITTED WITH THE BID OR WITHIN 48 BUSINESS HOURS OF REQUEST. LOCAL WORKFORCE PARTICIPATION PROGRAM Responsible Contractor Affidavit Form Part A- Commitment to Promote Local Workforce Participation In accordance with Article III, Section 31-40 of the Miami Beach Code, all contractors and subcontractors of any tier performing on a city contract valued in excess of$1.000,000 for (i) the construction, demolition, alteration and/or repair of city buildings or city public works projects,or(ii)a contract valued in excess of$1,000,000 which provides for privately-funded construction,demolition,alteration and/or repair of buildings or improvements located on city-owned land,and which are subject to Section 31-40 of the Miami Beach Code shall comply with the requirements of the Local Workforce Participation Program. The undersigned Contractor affirms that, should it be awarded the contract pursuant to this solicitation, it shall comply with the following: i. The contractor will make its best reasonable efforts to promote employment opportunities for local Miami- Dade County residents and seek to achieve a project goal of having thirty percent(30%)of all construction labor hours performed by Miami-Dade County residents. ii. The contractor will also make its best reasonable efforts to promote employment opportunities for Miami Beach residents. To verify workers' residency, contractor(s) shall provide the residence address of each worker. Daniel Mancini President ) 7ii Print Name of Affiant Print Title of Affiant / Signature of Affiant Ric-Man Construction Florida,Inc 6j 20A Name of Firm Date/// 3100 SW 15th St Deerfield Beach Florida 33442 Address of Firm State Zip Code j Notary Public Information 2 i Notary Public—State of f of I dcL County of Eine_ CAI,C1 R A, Subscribed and sworn to(or affirmed)before me this ,26 day of, , lit e_ 2019' by Motet Hon(in I He or she is personally known to me fa or has produced identification ❑ Type of identification produced ... . _ _ _ _ _ .. .s1 i ,. .1t1.. • Signature of Notary Public Serial Num.-„..1•• • Notary Public State of Florid a �� t . Juliette D'Alessandro ..Jill\e-}-�, )t�le c-,coIL?j1 2020 '_c- My Commission FF 955859 1 c e Print or Stamp of Notary Public Expiration Date N. °'•�• c"p"`"01�nm2J ATTACHMENT D INSURANCE REQUIREMENTS MIAMIBEACH must demonstrate experience in construction and maintenance of traffic within an existing heavily traveled urban roadway. 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 and 6) Historical Significance, including original date of completion. 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 bid amount, payable to City of Miami ® Shall apply. Beach, Florida. ❑ Shall not apply. Failure to include the bid bond WITH THE BID shall result in the bid being deemed non- responsive and not being considered. Davis-Bacon Wage Rates: If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and mechanics employed under the contract no less than the prevailing wage rate and fringe ❑ Shall apply. benefit payments to be used in implementation of this article shall be those last published by the United States Department of Labor in the Federal Register prior to the date of issuance ® Shall not apply. of the ITB. Insurance: If the requirement applies, Bidder agrees it shall fully comply with maintaining the following insurance requirements: ® Shall apply. 1.Workers' Compensation and Employer's Liability per the Statutory limits of the state of [' Shall not apply. Florida. 2.Comprehensive General Liability(occurrence form)with limits of liability$1,000,000.00 per occurrence for bodily injury property damage to include Premises/ Operations; Products, Completed Operations and Contractual Liability. 3.Automobile Liability with limits of $1,000,000 each occurrence - owned/non-owned/hired automobiles included. 4.Umbrella Liability with limits no less than$10,000,000.The umbrella coverage must be as broad as the primary General Liability coverage. 5.Builders Risk for the full value of structure, materials,fixtures and equipment. 6. 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 Status The City of Miami Beach must be covered as an additional insured with respect to liability arising out of work or operations performed by or on behalf of the Consultant. Waiver of Subrogation Contractor hereby grants to City of Miami Beach a waiver of any right to subrogation which any insurer of the Contractor may acquire against the City of Miami Beach by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City of Miami Beach has received a waiver of subrogation endorsement from the insurer. MIAMIBEACH Other Insurance Provisions a. For any claims related to this project, the Contractor's coverage shall be primary insurance as respects the City of Miami Beach,its officials,officers,employees,and volunteers. Any insurance or self-insurance maintained by the City of Miami Beach shall be excess of the Contractor's insurance and shall not contribute with it. b. Each policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City of Miami Beach. c. If any excavation work is included in the Contract, it is understood and agreed that Contractor's Liability policy shall not contain exclusion for XCU(Explosion, Collapse and Underground)coverage. If any coverage required is written on a claims-made form: d. The retroactive date must be shown, and must be before the date of the contract or the beginning of contract work. e. Insurance must be maintained and evidence of insurance must be provided for at least five(5)years after completion of the contract of work. f. If coverage is canceled or non-renewed,and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date,the Contractor must purchase extended period coverage for a minimum of five (5) years after completion of the contract work. g. A copy of the claims reporting requirements must be submitted to the City of Miami Beach Risk Management(or its designee)for review. h. If the services involved lead-based paint or asbestos identification/remediation,the Contractors Pollution Liability shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractors Pollution Liability shall not contain a mold exclusion and the definition of"Pollution" shall include microbial matter including mold. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A:VII, unless otherwise acceptable to the City of Miami Beach Risk Management Office. Verification of Coverage Contractor shall provide the required insurance certificates, endorsements or applicable policy language effecting coverage required by this Section.All certificates of insurance and endorsements are to be received prior to any work commencing. However, failure to obtain the required coverage prior to the work beginning shall not waive the Contractor's obligation to provide them. The City of Miami Beach reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. 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.