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The Stout Group, LLC
ME THE STOUT GROUP, LLC. Project Name: 172nd STREET ROADWAY AND DRAINAGE IMPROVEMENTS Solicitation No: Bid No. 23-02-01 Tuesday, March 28th, 2023 at 11:00 a.m. Office of the City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 Bidder's Name: THE STOUT GROUP, LLC Bidder's Address: 10850 NW 138 ST, Bay # 3 Hialeah Gardens, FL 33018 Bidder's Telephone No: 786-452-1481 ITB 42m2-ai 772nd Street Roadway and Drainage Improvements .IFS f Road, Drainage, Sidewalk & Pavement Markings Ilem# Description Q-Mity Unit unit Price Tatal Pd - 1 GENERAL CONDITIONS/CONTRACTADMINISTRATION 1 LS $ 24,000.00 $ 24,000.00 2 CONSTRUCTION SURTEY BOND 1 LS 13,000,00 13 000.00 3 MOBILIZATION DEMOBILIZATION 1 LS S 25.000.QO 25,000.00 4 NEW CURB TYPE "A" 101 LF 20.00 $ 2,020.00 5 NEW CURB AND GUTTER TYPE "F" 725 LF 0.00 3 21 0.00 6 NEW 6" CONCRETE SIDEWALK AT DRIVES 300 SF $ 15.00 $ 4.500.00 7 NEW 4" THICK SIDEWALK TO MATCH EXISTING 3258 SF .00 42.3M.00 8 TOP ADJUSTMENTS TO EXISTING CATCH BASINS 3 EACH 650.00 1.950. Do 9 INLET PROTECTION FOR EROSION 3 EACH $ 150.09 $ 450.00 10 EXIST. ASPHALT TO BE RESURFACED ALONG CITY PARK PROPERTY LIMITS WITH 1" TYPE 5 -III ASPHALT W/ 1-1" LIFTS (AS SHOWN ON APPROVED PLANS) 7790 SF $ 5.00 $ 38,950.00 11 REMOVE EXISTING ASPHALT AND REPLACE WITH 98% COMPACTED LIMFROCK BASE AND 2" TYPE S -Ill ASPHALT W/ 2-1" LIFTS {AS SHOWN ON APPROVED PLANS} 12806 5F $ 8.D0 $ 76,836.00 12 REMOVE EXISTING ASPHALT AND REPLACE WITH 98% COMPACTED LIMEROCK BASE AND 1" TYPE 5 -III ASPHALT W/ 1-1" LIFTS 1177 SF $ 5.00 ",885.00 13 EXCAVATION FOR REMOVAL OF EXISTING DRAINAGE PIPE RCP 36 LF $ 200.00 $ 7,200.00 14 FOR RESTORATION SODDED AREA 2,593 SF 4.00 $ 10,772.00 15 24"RCP 26 LF $ 200.00 $ 5,200.00 16 TOP RIM ADJUSTMENT FOR WATER VALVES, METER BOXES, ETC. 6 EACH $ 550.00 $ 3,30000 17 TOP RIM ADJUSTMENT FOR SEWER STRUCTURES 3 EACH $ 650.00 3 1,950.06 IS TOP RIM ADJUSTMENT FOR OTHERS UTILITIES GAS, ELECT, ETC.) 4 EACH 650.00 2,600.00 19 6" 51NGLE WHITE PAINT {TYPICAL) 220 LF 2.00 446.00 20 6" SINGLE WHITE THERMOPLASTIC (WITHIN THE R/W) 835 LF $ 400 $ 3,340.00 21 6" DOUBLE YELLOW PAINT (TYPICAL) 31 LF 22 6" DOUBLE YELLOW THERMOPLASTIC WITHIN THE R/W) 720 LF 23 24" WHITE PAINT (TYP) 35 LF 5 6.00 $ 210.00 24 PAVEMENT MESSAGE WHITE PAINT (TYP) FDOT INDEX No. 711-001(6'-4" X 8' TYP.) 2 EACH $ 450.00 $ 900.00 25 PAVEMENT MESSAGE FDOT INDEX No. 711-001)6'-4" X 8' TYP.) 6 EACH $ 450.00 $ 2,700.00 26 HANDICAP BLUE PAINT 18 LF 8.00 $ 144.00 27 HANDICAP BLUE PAINT LOGO 1 EACH 300.00 300.00 28 HANDICAP WHITE PAINT 274 LF $ 2.00 1 $ 548.00 29 Furnishing traffic control 1 Aggregate Sum $ 10,00 OD $ 10 000.00 30 Overhead and profit 1 Aggregate Sum $ 10,000,00 $ 10,000.00 SUBTOTAL. $ 319.121.00 Providing uniformed, off-duty police Officers for the purpose of maintenance of 1 Aggregate traffic Sum NIA $ 60,600.00 Cost of required permits, fees, inspections, impact fees 1 Dedicated N/A $5,000.00 Allowance Grand Total $ 384 241.00 Notes: 1. Quantities and structure types are subject to change based on final design and/or permitting effort. 2 it prices shall inclu a 11 or, materials, equipment, transportation, supervision representing an in-place price for each item. si atu ereb est that I ve the uthority to sign this notarized certification and certify that the above referenced information is true, complete an correct. ADDENDUMIS 3/24/2023 y�Kr:y r.c rf of �e v il,• CITY OF SUN ^�O STATE OF FLORIDA COUNTY OF Pinellas BID BOND City of Sunny Isles Beach 18070 Collins Avenue Sunny [sles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 KNOW ALL MEN BY THESE PRESENTS, that we, The Stout Group, LLC as Principal, and Berkley Insurance Cqmpany as Surety, are held and firmly bound unto the City of Sunny Isles Beach, a municipal corporation of the State of Florida in the sum of Ten Percent of Amount Bid Dollars ($ io% of Amt. aid , lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying Bid dated, WWO23 2M for: East End of 172nd Street Roadway and Drainage improvements/ ;TB 23-02-01 WHEREAS, it was a condition precedent to the submission of said Bid that a cashier's check or Bid Bond in the amount of ten percent 9%t of the Base Bid be submitted with said Bid as a guarantee that the Proposers would, if awarded the Contract, enter into a written Contract with the City for the performance of said Contract, within len (10) consecutive calendar days after written notice having been given of the Award of the Contract. NOW, THEREFORE, the conditions of this obligation are such that if the Principal within ten (10) consecutive calendar days after written notice of such acceptance, enters into a written Contract with the City of Sunny Isles Beach and furnishes the Performance Bond, 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 Sunny Isles Beach 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 Principal. IN WITNESS WHEREOF, the above bonded parties have executed this instrument under their several seals this 213% day of March 2023 , the name and the corporate seat of each corporate party being hereto affixed and these presents being duly signed by its undersigned representative. IN PRESENCE OF: I "h=ividualr Hers ip Principa Business Address Hialeah Gardens, FL 33018 City, State, and Zip Code 788-452-1481 Business Telephone DOCUMENT CONTINUES ON NEXT PAGE Affix Corporate Seal NA Business Facsimile By: Impress Corporate Seal fwl.�:71IF0011 Secretary pt Brett Rosenhaus Attorney -in -Fact 8 FL Licensed Agent Surety companies executing bonds must appear on the Treasury Department's most current list (circular 570 as amended) and be authorized to transact business in the State of Florida. DECEMBER28,2010 No. BI -492e -el POWER OF ATTORNEY BERKLEV INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Brett Rosenhaus or Dale A. Belis of Acrisure, LLC dba Nielson, Rosenhaus & Associates of Delray Beach, FL its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed One Hundred Million and 001100 U.S. Dollars (U.S.S100,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. IN WFINESS WHEREOF, the Company has caused these presents to_ be signed and attested by its appropriate officers and its corporate seal hereunto affixed. this 25th day of March 2020 . nnnrc Attest: BeTidl Insurance Company `Q Rarer BY BermanJeL�*after Executive Vice President & Secretary Se 'resident STATE OF CONNECTICUT) 3 ss: COUNTY OF FAi%U ELD ) Sworn to before me, a Notary Public in the State of Connecticut, this 25th day of March02 2g by Ira S. Lederman and Jeffrey M Hater who are sworn to me to be, the Executive Vice President Secretary, and tA Senior Vice President respectively, of Berkley insurance Company. MRI nav NDBAKE IC CONNECTICUT MY COAPHIL3a,2024 I�Es otary Public, State of Connecticut CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO BEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney bas not been revoked or rescinded an aanro autbority of the Attorney -in -Fact stet forth therein, who executed the bond or undertaking to which this Power of ched, is in full force and effect as of this date. w[ der my hand and seal of the Company, this 26th day of March 2023 SEAQ. x CP 1975 %wP9& Vincent P. Forte "»? of w" P" QUALIFICATION REQUEST INCLUDE WITH YOUR BID Contractor must list projects of similar project scope fulfilling the following qualification requests: 1. List Project Management Personnel. Personnel cannot be changed without written approval. Project Manager --S©sC, P'� o �t /A 2. How many years has your organization been in business as a Contractor? 3. List current workload. 0-1 - f'- 1 V2-4 - ?al ren L),, '5� td-+ 4. Will you subcontract any part of this work? If so, give details to major key subcontractor's name, address, phone number and type of work to be performed. Also, indicate the percentage of the total work to be performed by the subcontractor. City of Sunny Isles Beach I Invitation to Bid No. 23-02-01 t THE STOUT GROUP, LJ.C. ONGOING Contracts To Whom It May Concern: Please find below (5) contracts in which The Stout Group, LLC is working: 1. Florida Department of Transportation —T4563 - SW 40TH AVE - FROM STIRLING RD TO GRIFFIN RD—Castillo Engineering, Inc. Contact Person: Andres Diaz — Project Administrator Telephone Number: 786-877-8572 Email Address: adiaz@castilloeng.com Contract amount: $3,377,160.33 Completion Date: Ongoing Project 2. Florida Department of Transportation — E61_97 — District -Wide Drainage Push Button Contract Contact Person: Lazaro Mesa Telephone Number: 305-401-1438 Email Address: Lazaro.mesa@dot.state.us Contract amount: $1,000,000.00 Completion Ongoing Project 3. City of Sunny Isles Beach — 2022-7741— Utility Undergrounding for Golden Shores Contact Person: Paul Abott Telephone Number: 305-773-6255 Email Address: ptgbhtl@aol.com Contract amount: $5,858,477.87 Completion Ongoing Project 4. City of Miami Beach — 2021 -12 -ME — Rehabilitation of 20 -inch North and South Water Mains Along the MacArthur Causeway Bridge Contact Person: Matthew LePera Telephone Number: 305-673-7000 Email Address: matthewlepera@miamibeachfl.gov Contract amount: $4,968,953.00 Completion Ongoing Project S. Florida Department of Transportation — E4V27 — Sheet Pile Wall on A1A Contact Person: Rashmi Potdar Telephone Number: 954-850-0856 Email Address: rpotdar@cegroupfl.com Contract amount: $2,398,227.38 Completion Ongoing Project UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452.1481 - F: 305.397.2311 `'r or Soo P,"_ 5. The business is a (sole proprietorship) (partnership) (corporation) and name of owner: L+ -r► 6. Has your company ever been debarred or terminated for default on a government contract? N% 7. Although not required, is your company a pre -qualified contractor through FDOT? e_5 8. Identify your debris disposal plan. 9. Firm must list any exceptions taken to the terms and condition in this ITB. N 10. Discuss what strategies the submitter will utilize to keep this project on schedule, considering long lead-times on fabrication. Please note, the city intends to award a contract and commence construction no earlier than the first week of June and to be completed no later than August 11, 2023. Due to long fabrication and delivery lead times, Contractor shall provide to the City a list of equipment required to maintain orderly progress of the Work and those required to order immediately upon NTP. 14 G'tO c)(M . clots l©m CCc� �-iVVS I tis v�. _ rd �Q 2� i vi 96c_k' 1LL Ot y tlff_ AS 0UO- (.!"bac, City of Sunny Isles Beach I Invitation to Bid No. 23-02-01 11. Discuss strategies the submitter will implement to ensure the project is kept on budget � 2r1c� dac 'c i � an c ilk 12. Have you personally inspected the plans and location, are there any concerns that may impede your performance on this project? 13. Describe the submitter's attributes, which make the submitter best -suited for this project. 'TIL S+o ^y - j w per ✓ vrlt i Yj of �Cf tom, W,9 Ce-rfvw I of END OF SECTION City of Sunny Isles Beach I Invitation to Bid No. 23-02-01 `-Ity or 5Uu err DELIVER TO; INVITATION TO BID City of Sunny Isles Beach SECTION 5 OPENING: 11:00 A.M. City Clerk BID SUBMITTAL FORMS MARCH 28, 2023 18070 Collins Avenue Sunny Isles Beach, FL 33160 PLEASE QUOTE PRICES FURNISHED & INSTALLED, LESS TAXES, PROVIDED TO CITY OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: Purchasing Manager: Date Issued: This ITB Submittal Consists of Genesis Cuevas February 22, 2023 this ITB, Attachments and Exhibits Sealed bids are subject to the Terms and Conditions of this INVITATION TO BID and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. ITB 23-02-01 EAST END OF 172nd STREET ROADWAY AND DRAINAGE IMPROVEMENTS A bid bond in the amount of 10% of the total amount of the bid will be required with your bid. A Performance Bond in the amount of 100% of the total amount of the bid will be required upon execution of the contract by the successful firm and City of Sunny Isles Beach Firm Names i e S40(A Q rOV12, LLe, RETURN ONE ORIGINAL FOUR COPIES AND ONE USS RESPONSE IN A SEALED ENVELOPE City of Sunny Isles Beach I Invitation to Bid No. 23-02-01 + t 11 0, ,*N Pr - SECTION 6 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART 1: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum 41, Dated 012CLb r y jL0 a3 Addendum #2, Dated'i Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated �4Q C(Iti � �2 Addendum 96, Dated Q rcx, Addendum #7, Dated Addendum #8, Dated PART II:❑ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID FIRM NAME: -1{ ';A-ouAr -(p r3 uip , i— AUTHORIZED SIGNA TITLE OF OFF DATE:" City of Sunny Isles Beach I Invitation to Bid No. 23-02-01 ADDENDUM # 1 DATE: TUESDAY, MARCH 14, 2023 TO: ALL PLANHOLDERS FROM: PURCHASING MANAGER BID NO.: INVITATION TO BID 23-02-01 EAST END OF 172ND STREET ROADWAY AND DRAINAGE IMPROVEMENTSSUBJECT: ADDENDUM NO. 1 Bidder must attach this addendum to the documents in your possession and include the Acknowledgement of Addenda form with your response incorporated with your firm's bid. Q1. We have a Miami Dade Certificate of Competency, but we do not have a State General Contractor License as required by the bid documents. Can we still bid for this project? Al. MQR A ON PAGE 10 OF THE ITB SOLICITATION, IS REVISED AS FOLLOWS: The Prime Contractor shall hold the proper license in the State of Florida to perform the Scope of Work set forth within this solicitation to include being registered as a Certified General Contractor with the State of Florida OR A MIAMI DADE CETIFICATE OF COMPETENCY along with registration to conduct business in the State of Florida in all required disciplines. Proposing Firm must provide a copy of the applicable license(s) with Firm's response. 5n:7�rIG9C�ItJ The asphalt thickness WILL BE CHANGED from 4" to 2" ON ALL SECTIONS OF THE ROAD. Disregard the thickness noted on the bid sheets. 1 ADDENDUM # 2 DATE: WEDNESDAY, MARCH 15, 2023 TO: ALL PLANHOLDERS FROM: PURCHASING MANAGER BID NO.: INVITATION TO BID 23-02-01 EAST END OF 172ND STREET ROADWAY AND DRAINAGE SUBJECT: ADDENDUM N0, 2 Bidder must attach this addendum to the documents in your possession and include the Acknowledgement of Addenda form with your response incorporated with your firm's bid. REVISION Attached hereto are the revised and clouded engineering plans with the change to 2 inches of asphalt as per Addendum # 1. ADDENDUM #3 DATE: MONDAY, MARCH 20, 2023 TO: ALL PLANHOLDERS FROM: PURCHASING MANAGER BID NO.: INVITATION TO BID 23-02-01 EAST END OF 172ND STREET ROADWAY AND DRAINAGE IMPROVEMENTS SUBJECT: ADDENDUM NO. 3 Bidder must attach this addendum to the documents in your possession and include the Acknowledgement of Addenda form with your response incorporated with your firm's bid. Q1. The plans refer in the LEGEND to PROPOSED CATCH BASIN (CB) and "Modify Inlet Top" within the plans. Are these new structures or are we just adjusting the existing top of the inlet? Al. Adjusting the tops Q2. Does the existing inlet allow for a change of 15 -inch pipe to 24 -inch pipe? Is there sufficient room for the new specified pipe? A2. Yes, we will verify alignment prior to ordering pipe, if there are any issues during construction we can eliminate this connections. Q3. The plans call for RCP for the drainage. Is an alternate such as HP pipe or HDPE pipe acceptable? A3. No. 1 ,%IkV �6'^F Th, He 9N of t—q ADDENDUM #4 REVISED BID PRICE SHEET 3/22/2023 DATE: WEDNESDAY, MARCH 22, 2023 TO: ALL PLANHOLDERS FROM: PURCHASING MANAGER BID NO.: INVITATION TO BID 23-02-01 EAST END OF 172ND STREET ROADWAY AND DRAINAGE IMPROVEMENTS SUBJECT: ADDENDUM NO. 4 Bidder must attach this addendum to the documents in your possession and include the Acknowledgment of Addenda form with your response incorporated with your firm's bid. REVISED BID PRICE SHEET. YOUR FIRM MUST USE THIS BID PRICE SHEET FOR YOUR BID TO BE DEEMED RESPONSIVE. s esa ADDENDUM#4 ¢ F ITB #23-02-01 \� J i 172nd Street Roadway and Drainage lmprovemerts Road, Drainage, Sidewalk & Pavement Markings item # Description Quantity Unit Unit Price Total price I GENERAL CONDITI NSICONTRA T ADMINISTRATION 1 LS $ $ 2 CONSTRUCTION SURTEY BOND 1 LS $ $ 3 MOBILIZATION / DEMOBILIZATION 1 LS $ $ 5 NEW CURB AND GUTTER TYPE "F" 725 LF $ $ 6 NEW 6" CONCRETE SIDEWALK AT DRIVES 300 SF $ $ 7 NEW 4" THICK SIDEWALK TO MATCH EXISTING 3258 SF $ $ 8 TOP ADJUSTMENTS TO EXISTING CATCH BASINS 3 EACH $ $ 9 INLET PROTECTION FOR EROSION 3 EACH $ $ 10 EXIST. ASPHALT TO BE RESURFACED ALONG CITY PARK PROPERTY LIMITS WITH 1" 7790 SF $ $ 11 REMOVE EXISTING ASPHALT AND REPLACE WITH 98% COMPACTED LIMEROCK BASE 12806 SF $ $ 12 REMOVE EXISTING ASPHALT AND REPLACE WITH 98% COMPACTED LIMEROCK BASE 1177 SF $ $ 13 EXCAVATION FOR REMOVAL OF EXISTING DRAINAGE PIPE RCP 360 LF $ 14 FOR RESTORATION SODDED AREA 2693 SF $ $ 15 24" RCP 26 LF $ $ 16 TOP RIM ADJUSTMENT FOR WATER VALVES, METER BOXES, ETC. 6 EACH 17 TOP RIM ADJUSTMENT FOR SEWER STRUCTURES 3 EACH $ $ 18 TOP RIM ADJUSTMENT FOR OTHERS UTILITIES (GAS, ELECT, ETC.) 4 EACH 19 6" SINGLE WHITE PAINT (TYPICAL) 220 LF $ $ 20 6" SINGLE WHITE THERMOPLASTIC WITHIN THE RJW 835 LF $ $ 21 6" DOUBLE YELLOW PAINT TYPICAL 31 LF $ $ 22 6" DOUBLE YELLOW THERMOPLASTIC WITHIN THE RNV) 720 LF $ $ 23 24" WHITE PAINT (TYP) 35 LF $ $ 24 PAVEMENT MESSAGE WHITE PAINT (TYP) FDOT INDEX No. 711-001(6'- 4" X 8' TYP.) 2 EACH $ $ 25 PAVEMENT MESSAGE FDOT INDEX No. 711-001(6-4" X 8' TYP.) 6 EACH $ $ 26 HANDICAP BLUE PAINT 18 LF $ $ 27 HANDICAP BLUE PAINT LOGO 1 EACH $ $ 28 HANDICAP WHITE PAINT 274 LF $ $ 29 Furnishing traffic control 1 Aggregate Sum $ $ 30 Overhead and profit 1 Aggregate Rilm$ $ SUBTOTAL $ Providing uniformed, off-dutty police officers for the purpose of 1 Aggregate maintenance of traffic sum NIA $60,000.00 Cost of required permits, fees, inspections, impact fees 1 Dedicated N/A $5,000.00 Allowance Grand Total $ Notes: 1. Quantities and structure types are subject to change based on final design andlor permitting effort. 2. Unit prices shall include all labor, materials, equipment, transportation, supervision representing an in-place price for each item. Signature, I hereby attest that I have the authority to sign this notarized certification and certify that the above referenced information is true, complete and correct. Clic of ��ytSL�S� va :mss►- ._ 2 rte Hrigt[ a{l;nng ADDENDUM #5 DATE: WEDNESDAY, MARCH 22, 2023 TO: ALL PLANHOLDERS FROM: PURCHASING MANAGER BID NO.: INVITATION TO BID 23-02-01 EAST END OF 172ND STREET ROADWAY AND DRAINAGE IMPROVEMENTS SUBJECT: ADDENDUM NO. 5 Bidder must attach this addendum to the documents in your possession and include the Acknowledgement of Addenda form with your response incorporated with your firm's bid. Q1. There is a "POLLUTION CONTROL STRUCTURES" item on the bid form but there are no new drainage structures in the plans and the are no baffles or weirs shown either. Can you define what this bid item is for? Al. Changed to erosion control protection of inlets. Q2. It appears that bid form accounts for drainage structure modifications on multiple line items. The first is "CONSTRUCTING BRICKS RISING UP TO NEW RIMS BOTTOM ELEVATION" and the second is "TOP RIM ADJUSTMENT FOR DRAINAGE STRUCTURES". Can you explain the difference between these two bid items? A2. Changed to only 1 for adjustments. Q3. Addendum 1 informed bidders to use "REMOVE EXISTING ASPHALT AND REPLACE WITH 98% COMPACTED LIMEROCK BASE AND 4" TYPE S -III ASPHALT W/ 2-2" LIFTS (AS SHOWN ON APPROVED PLANS)" for change to 2-1" Lifts (as shown on approved plans). I do not believe it is proper to change a bid item in addenda and not make change to bid form. Can you modify bid form to match the addendum? A3. Please refer to addendum #4. 1 ADDENDUM #6 REVISED BID PRICE SHEET 3/24/2023 DATE: FRIDAY, MARCH 24, 2023 TO: ALL PLANHOLDERS FROM: PURCHASING MANAGER BID NO.: INVITATION TO SID 23-02-01 EAST END OF 172ND STREET ROADWAY AND DRAINAGE IMPROVEMENTS SUBJECT: ADDENDUM NO. 6 Bidder must attach this addendum to the documents in your possession and include the Acknowledgment of Addenda form with your response incorporated with your firm's bid. REVISED BID PRICE SHEET. YOUR FIRM MUST USE THIS BID PRICE SHEET FOR YOUR BID TO BE DEEMED RESPONSIVE. NY 0q Je NON -COLLUSION AFFIDAVIT +` (: City of Sunny Isles Beach 18070 Collins Avenue 1F ➢J. F�p0.�0 S,pr Sunny Isles Beach, Fl- 33160 0 c' r of suK !� Telephone: (305) 947-0608 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF Wmoi-- ' -. The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be fled with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid. The undersigned is authorized to make this Affidavit on behalf of, Gey�,ktp. LU!, (Name of Corporation, Partnership, I dMcluai, etc.) a,'9!A & L -OgWrned under the laws of (Type of Bu ess) (State) of which he is V i n''t!2 �� (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded, conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 10.2, has directly or indirect! submitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or t member or age her of. AFFIANT'S NAME AFFIANT'S TITL TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this -.1,90 day of a { � , 20 a� Personally Known X or Produced Identification Type of identification iKrlOLA) '1 (Affix seal here) ✓ J f , G Cf o *YAv YVE77EZULUAGA NNOO rARY PUBLICL(eame rriintedlorrty a "j ' Z Notary Public - State of Florida y• V. Commission # KH 205674 of tti My Comm, Expires Ian 7,2026 Bonded through National Notary Assn. DECEMBER28,2010 PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue . Y< spc 9,; FCOR�Ooy4 Sunny Isles Beach, FL 33160 o. sux � Telephone: (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287,133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub -Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach r for 110'),e— ';:'�DL.c rVLXk2 . [print name ot entity submitting sworn staternerij whose business address is: Ik OVS'D UD 13$A �re_,f4 '16a!A 1,, 7',a fjen5 . '-L 33b►113 and (if applicable) its Federal Employer Identification number (FEIN) is y 5-' 5-,� 1 ;1 t I (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: ) 11.2. 1 understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. 1 understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non jury trial, or entry of a plea of guilty or nolo contendere. 11.4. 1 understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair DECEMBER 25, 2610 market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. 1 understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which l have marked below is true in relation to the entity submitting this sworn statement. (indicate which statement applies.) Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been ciidi.4eu with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the f=inal Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) 1 UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. 1 ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF ANY, CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. By: Q><:�� (Signatu e, (Printed Name) iio nQf (Title) Sworn to and subscribeq. before me this �3�3 day of W� Q r00 20 .13_by �C Ci n --t, ,11 _ P k,, t 0 _ (AFFIX NOTAR HEREYYME ZULUAGA Notary ublic State of Florida Commission # HH 205674 ... My Comm. Expires Jan 7, 2026 SlgRatLk ��� + Bonded through National Notary Assn. ou, Personally Known XOR Produced Identification's a EQUAL OPPORTUNITY 1 AFFIRMATIVE ACTION T X991 _: :.QP tiF i CoA yW City of Sunny Isles Beach a. suK �No 18470 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex, age, handicap, marital status, and political affiliation or belief. Signed: Title: klw�� 4-� Firm: '111ne- Address: 5� 3' t F3 tamk3 DECEMBER 28, 2010 Ok �V�NY +S(F�9 CONFLICT OF INTEREST U I ' City of Sunny Isles Beach 18070 Collins Avenue fF DBT. fL09N ySunny Isles Beach, FL 33160 c''r os aux �V, Telephone: (305) 947-4606 Fax: (305) 949-3113 CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTYOF M—,amN—Dacle- BEFORE ME, the undersigned authority, personally appeared ✓050— Wa(f� SW I I � who was duly sworn, deposes, and states: 1 .1. I am the of �r�mu? , Li✓ with a local office i and principal office in P VS0A?► �7_ r �,�-y Ifi l � .�, �r� ems, f -L 3"3;,I (, 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 'X'�.�'C)�'r3escribed as: Golden Shores Street Lighting. The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18,3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project. 18.5 Neither the entity nor its affiliates, nor any one associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor any one associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 18.7 1 certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.81 certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, 1, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. of t u 2023. Print or Type Name and Title Sworn to and subscribed before me this a!& day of Ha rt1l) , 2023.. 9 Personally Known OR 0 Produced Identification ; Type of Identifi ation V, tr1�P� NOTARY PUBLIC STATE OF FLORIDA H rr� VM ZULUAGAn'; Notary Pu6liC - $tate of FloridaCarnmission # HH 205674 of fle My Comm. Expires Jan 7, 1026 Banded through National Notary Assn. DEC£MBER28 2010 4 SJ NTIY 7f��S _ DISPUTE DISCLOSURE h _ _ City of Sunny Isles Beach •' "_ �A 18070 Collins Avenue yF p9T� cto4 of �� Sunny Isles Beach, FL 33160 oc suo * Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES NO If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. u L Firm A gnature DECEMBER 28, 2010 031 py� I .-W Date Print or Type Name and Title STATE OF FLORIDA ) COUNTY OF Wi xm i=Da04,) ANTI -KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ANTI -KICKBACK AFFIDAVIT I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indirectly by me or any member of my firm or by an officer of the corporation. By: Title: lq0q The foregoing instrument was acknowledged before me this �ZS day of a rm , 202;1--, by 10_Se_ tQd& nt.ln ter [name of person], as ai) r [type of authority], for ,-Q, S +rjL;pL L , L4_ - _ [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: + pu`•. YVETTE ZULUAGA iQ • Notary Public State of f lorida =� Commission 9 HH 245674 fl My Comm. Expires Jan 7, 2026 Bonded through National Notary Assn. Notary r is — Sfa a of Florida I A Print or Type Commis toned Name Personally Known X OR Produced Identification Type of Identification Produced n DECEMBER 28, 2010 Sµ3r iso s ��- CONTRACTOR ANTI -BOYCOTT CERTIFICATION [PURSUANT TO FLORIDA STATUTE § 215.47251 I, e wjar-5. x nUti �, on behalf of ll, -e- 5+0cA1�rVq , UI -6 Print Name Company Name certifies that l{ e_ LLC. does not: Company Name 1. Participate in a boycott of Israel; and 2. Is not on the Scrutinized Companies that Boycott Israel list; and 3. Is not on the Scrutinized Companies with Activities in Sudan List; and 4. Is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; and 5. Has not engaged in business operations in Cuba or Syria. Si6atur H o na T Title Date E -Verify Affidavi Florida Statute 448.095 directs all public employers, including municipal governments, to verify the employment eligibility of all new public employees through the U.S. Department of Homeland Security's E - Verify System, and further provides that a public employer may not enter into a contract unless each party to the contract registers with and uses the E -Verify system. Florida Statute 448.095 further provides that if a contractor enters into a contract with a subcontractor, the subcontractor must provide the contractor with an affidavit stating that the subcontractor does not employ, contract with, or subcontract with an unauthorized alien. In accordance with Florida Statute 448.095, all contractors doing business with the City of Sunny Isles Beach are required to verify employee eligibility using the E -Verify system for all existing and new employees hired by the contractor during the contract term. Further, the contractor must also require and maintain the statutorily required affidavit of its subcontractors. It is the responsibility of the awarded vendor to ensure compliance with E -Verify requirements (as applicable). To enroll in E -Verify, employers should visit the E -Verify website (https:l/www.e-verify.izovlemplovers/`enrolling-in-e-ve and follow the instructions. The contractor must, as usual, retain the 1-9 Forms for inspection. By affixing your signature below you hereby affirm that you will comply with E -Verify requirements. Company Name 0 . ror Si ture Date i Print Name Title Federal Employer Identification Number (FEIN) • •Rip=• i Sworn to and subscribed before me on this this .:? �day of Mar( l 2023. B,SoScHana-4 6o,n4atib A' Is personally known to me ❑ Has produced identification (type of identification produced: YYETTE ZULUAGA Notary Public • State of Florida Commission # HH 205674 My Comm. Expires San 7, 2026 .d through National Notary Assn. Print or Stamp of Notary Public An -] Expiration Date Firm Name: -tine, G4'Uut T i_ 6�u Street Address: Mailing Address (if different): Telephone No. (I -St") .445.1 - jq6) Fax No. (SV5) 3'l4- ;L3 t 1 Email Address: n �lUi-ee�"ys cL2`FEiN No,/-/����� * "By slgning this document the bldder agrees to all Terms and conditions of this INVITATION TO BID. Sianatora- Print Name: -Joy- yCta-) w Title: } #q nqe r r�'��ig0.ty �tiP O THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. City of Sunny isles Beach I Invitation to Bid No. 23-02-01 REFERENCE QUESTIONNAIRE Reference for Contractor: The Stout Group, LLC Agency Giving Reference: Horizon Contractors, Inc. Person Giving Reference: Xavier v Telephone: 305-828-2050 E -Mail: xs@hcimail.net Name of Project Completed by Contractor: Miami International Airport -Taxiway Improvements What was the Dollar value of the Project: $ 703.898.00 What was the Completion Date of the Project: 12/31/20 Provide a reference for the above named firm by indicating below the level of satisfaction (Satisfactory or Unsatisfactory) with services provided to your agency. Rating Question Excellent Good Fair Poor Unacceptable Did the contractor complete the project on time, in accordance with specifications? X Did the contractor submit excessive change orders? If how YES NU yes, many? T How would you rate the firm's responsiveness on administrative and service issues? X How would you rate the quality and experience of the firm's project manager and on-site personnel? X Was this awarded under a competitive process? YES How would you rate the contractor's project management, including management of sub X contractors? Would you use the contractor again? YE5 NO Overall, what would you rate their performance? X The undersigned does hereby certify that the foregoing and subsequent statements are true and correct and are made independently, free from vendor interference/collusion. alvat Xavier Salvat D,,, 2021034608:33,18by Xaver-04'00' Print Name: Print Name: Xavier Salvat Additional Comments: Title: Project Manager Date: 3/16/21 FAILURE TO RETURN THREE (3) REFERENCES WILL DEEM YOUR PROPOSAL "NON-RESPONSIVE" Forms 00300-78 REFERENCE QUESTIONNAIRE Reference for Contractor: The Stout Group, LLC Agency Giving Reference: P&T Construction Person Giving Reference: Mark Rodberg Telephone: 561-573-1017 -- - E -Mail- mark-rodberg@gmaii.com Name of Project Completed by Contractor: FD_ ©T Somerset Academy Parkland What was the Dollar value of the Project: $ 1,251,000,00 What was the Completion Date of the Project: 12/20 Provide a reference for the above named firm by indicating below the level of satisfaction (Satisfactory or Unsatisfactory) with services provided to your agency. Ratine Question Excellent Good Fair Poor Unacceptable Did the contractor complete the project on time, in accordance with specifications? Did the contractor submit excessive change orders? if how YES NO yes, many? How would you rate the firm's responsiveness on administrative and service issues? How would you rate the quality and experience of the firm's project manager and on-site personnel? Was this awarded under a competitive process? How would you rate the contractor's project management, including management of sub contractors? Would you use the contractor again? n NO Overall, what would you rate their performance? The undersigned does hereby certify that the foregoing and subsequent statements are true and correct and are made independently, free from vendor interference/collusion, Print Name: Title: CEO Print Name: Mark Rodberg Date: 3/16121 Additional Comments: FAILURE TO RETURN THREE (S) REFERENCES WILL DEEM YOUR PROPOSAL "NON-RESPONSIVE" Forms 00300-78 REFERENCE QUESTIONNAIRE Reference for Contractor: The Stout Group. LLC Agency Giving Reference: Calvin Giordano & Associates Person Giving Reference: Bernnon Arlola Telephone: 786-367-4674 E -Mail: BArtola@cgasolutions.com Name of Project Completed by Contractor: FDOT - T6450 - Campbell Drive What was the Dollar value of the Project: $ 1,874,496.45 What was the Completion Date of the Project: 3/2021 Provide a reference for the above named firm by indicating below the level of satisfaction (Satisfactory or Unsatisfactory) with services provided to your agency. Rating Question Excellent Good Fair Poor Unacceptable Did the contractor complete the project on time, in accordance with specifications? X Did the contractor submit excessive change orders? If YES NO yes, how many? How would you rate the firm's responsiveness on administrative and service issues? X How would you rate the quality and experience of the firm's project manager and on-site personnel? X Yes Was this awarded under a competitive process? The Contract was awarded by FDOT as an A}B (Cost plus time bid pro ess). How would you rate the contractor's project management, including management of sub contractors? Would you use the contractor again? YE5 NO Overall, what would you rate their performance? X The undersigned does hereby certify that the foregoing and subsequent statements are true and correct and are made independently, free from vendor interference/collusion. Digitally signed by Bernnon H Bernnon H Artola Artela Print Name: Date: 202,.03.,604:55:33-04'00' Title: Project Administrator Print Name: Bernnon Artola Date: 3116121 Additional Comments: The Contract was awareded based on combination of Cost (lowest bid) and Time (calendar days) required to complete the project. The Contractor was both the lowest bid and least time impact to the public, They actively pursued the work and completed the Contract under Time and under budget. FAILURE TO RETURN THREE (3) REFERENCES WILL DEEM YOUR PROPOSAL "NON-RESPONSIVE" Forms 00300-78 5 THE STOUT GROUP, LLC. COMPANY INFORMATION • Name of Agency: The Stout Group, LLC. • Web Site Address: www.thestoutgroup.com • Entity Business Structure: Limited Liability Company (LLC). • Date Founded: May 2012. • Contact Information: Phone Number: 786.452.1481 Location: 10850 NW 138th ST Bay 3, Hialeah Gardens, FL 33018. Email Address: Sanchez thestout rou .com • Proof of Insurance: Please see attached. • Criminal or Civil Litigation: N/A. • Florida Division of Corporations Sunbiz: Please see attached. Sincerely, The Stout Group, LLC Joey Sa z Manager UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Sbeet, Bay 03 - Hialeah Ga dens, FL 33018 - 0:786.452.1481 - F: 305.397.2311 A`oRDO CERTIFICATE OF LIABILITY INSURANCE DATE Y) 07111 14/2022 arzOz2 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION 1S WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Gil, Garden, Avetrani Insurance Group CONTACT Alain Bencomo NAME: AJCO.N . Ext : {305} 630-4777 FAX_LtA, No); (305) 279-3022 E-MAILabencomo@ggaig.com AODREss: 10689 N. Kendall Drive INSURER(S) AFFORDING COVERAGE NAIC p Suite 208 INSURERA: XL InsuranceofAmeflca 24554 Miami FL 33176 INSURED INSURER B: Greenwich Insurance Company 22322 The Stout Group LLC INSURER C : National Union Fire Insurance Co of PA 19445 INSURER D : Wesco Insurance Company 25011 10850 NW 138TH Street Bay #3 INSURER E: Federal Insurance Co. 20281 INSURER F: Hialeah Gardens FL 33018 rnvrvnr_ce C-ERTIFICATF NIUMRFR' L:L2Z/1419b43 REVISIUN NUMbhK: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRPOLICY ACCORDANCE WITH THE POLICY PROVISIONS. 18070 Collins Avenue AUTHORIZED REPRESENTATIVE Sunny Isles Beach, FL 33160 EFF POLICYEXP LIMITS LTR TY PE OF INSURANCE INSD WVD POLICYNUMBER MMrDDffYYY MM1D0 X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,Oo0,000 DAMAGE T R N 100,000 CLAIMS -MADE OCCUR PREMISES Ea occurrence $ MED EXP (Any one person) $ 14,000 A Y NGL -1000327-03 07114/2022 07/1412023 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE UMITAPPLIES PER GENERALAGGREGATE $ 21400,000 PRODUCTS 2,004,000X - JECT LOC. Employee Benefits $ 1,440,044 OTHER' EO aBCatle� SINGLE LIMIT $ 1,040,000 AUTOMOBILE LIABILITY BODILY iNJURY(Per person) $ X ANYAUTO BODILY INJURY{Per accident) $ B OWNED SCHEDULED NBA -1000328-03 07114/2022 07/1412023 AUTOS ONLY AUTOS HIRED NON -OWNED PROPERTY DAMAGE $ Per accident AUTOS ONLY AUTOS ONLY Medical payments S 5,004 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 C EXCESSLIA6 CLAIMS -MADE RN -7-0324447 07/14/2022 07/14/2023 DEO RETENTION $ S WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS' LIABILITY Y!N E.L, EACH ACCIDENT $ 1,000,000 D ANY PROPRIETOR/PARTNEWEXECUTIVE NN NfA TWC4004280 07/14/2022 07/14/2023 E.L. DISEASE- EA EMPLOYEE $ 1,000,000 of 1cERrMEMBERExcLuoeD? (Mandatory in NHI E.L. DISEASE - POLICY LIMIT $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below Equipment Limit $2,953,969 E inland Marine 45468715 07/14/2022 07/14/2023 Deductible $5,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Certificate Holder is listed as an Additional Insured with respect to the General Liability when required by written contract. n- rrnwrr u me CAMC-91 I dTION V'IU 1tII-ZU'IO AI VKLJ L+VI[rVrW i J%Jr\. nu -J IL* rwm Vc ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Sunny Isles Beach, Risk Management Division ACCORDANCE WITH THE POLICY PROVISIONS. 18070 Collins Avenue AUTHORIZED REPRESENTATIVE Sunny Isles Beach, FL 33160 V'IU 1tII-ZU'IO AI VKLJ L+VI[rVrW i J%Jr\. nu -J IL* rwm Vc ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD 3128123, 9:34 AM https:llsearch.surbiz.org/inquiry Detail by Entity Name 9 Danaament fState f Dl ianad Co mfims l Search Recalls 1 Searc EMiN Namel Detail by Entity Name Florida Limited Liability Company THE STOUT GROUP, LLC Report Year Filing information 2021 Document Number L12000089574 FEVEIN Number 45-5312119 Date Filed 05123/2012 Effective Date 0511812012 State FL Status ACTIVE Rdlipi al Address 10850 NW 138 STREET BAY#3 HIALEAH GARDENS, FL 33018 Changed: 0110812015 Mailing 10850 NW 138 STREET BAY 93 HIALEAH GARDENS, FL33018 Changed: 011W2015 SAgistered Agent Name & Address Sanchez, Jose M. III 10850 NW 138 STREET SAY #3 HIALEAH GARDENS, FL33018 Name Changed: 0211 712 01 3 Address Changed: 0110812015 Authorized Fgvqcin A)LPgtA Name & Address Title Authorized Member Zuluaga, Yvette 10850 NW 13B STREET BAY #3 HIALEAH GARDENS, FL 33018 Title Manager Sanchez, Jose M, III 10850 NW 138 STREET BAY #3 HIALEAH GARDENS, FL 33018 Annual Reports View image In PDF formal Report Year Filed Date 2021 01111f2021 2022 0112412022 2023 01120/2023 Document Images 01!20!2023—ANNUALREPORT View image In PDF formal 0112412022—ANNUAL REPORT Vew image in PDF format 01!11!2021 —ANNUAL REPORT Vew image in PDF format Old 512020 —ANNUAL REPORT Vi- image in PDF format 04101f2010 —ANNUAL REPORT View image In PDF formal 04!0912018—ANNUAL REPORT Vigein PUFf---I 01117!2017—ANNUAL REPORT Vi wimage in PDF rannat 01OW016—ANNUAL REPOFa Vim_ image in POF format 01OWO15—ANNUAL REPORT lriewimagein Pl7Ffonnat '. 9511912014—AMENDED ANNUAL REPORT Vew image �n PDP format 02117!2014—ANNUAL REPORT VeW image in PDF fO t 10102f2D13— AMENDED ANNUAL REPORT Vew image in PDF f-01. 090612011 — AMENDED ANNUAL REPORT View image In PDF 110—t 0211 R2n13—ANNUAL REPORT Vew mage in PDF Format 042 12L— Elorida_Limited-LmUkity Vi- image m PDF format _ 'CorporationSearchlSearchResultDetail?inquirytype=EntityName&directionType=lnitial&seal D✓b....R OF c0an"nn*rpna chNameOrder-STOUTG 112 3128123, 9:34 AM Detail by Entity Name https:llsearch. sunbiz.orgllnquirylCorporationSearch!Search ResultDetail?inqu irytype=E ntityName&directionType=Initial&searchNameOrder—STOUTG... 212 f=orm w-9 (Rev. October 2018) Department of the Treasury Internal Revenue Service Request for Taxpayer Identification Number and Certification ► Go to www.ire.gov/FormW9 for instructions and the latest information. I Name (as shown on your income tax The Stout Group. LLC on this line; do not leave this line blank. name, if different from above Give Form to the requester. Do not send to the IRS. 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the 4 Exemptions (codes apply only to following seven boxes. certain entities, not individuals; see instructions on page 3): ElIndividual/sole proprietor or ElC Corporation ElS Corporation ElPartnership ElTrust/estate single -member LLC Exempt payee code (if any) ❑✓ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ► S Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check Exemption from FATCA reporting LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is code (if any) another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC that is disregarded from the owner should check the appropriate box for the tax classification of its owner. LJ Other (see instructions) ► 6 Address (number, street, and apt. or suite no.) See instructions. 10850 NW 138St, Bay # 3 6 City, state, and ZIP code iialeah Gardens, Florida 33018 7 List account number(s) here (optional} (Applies t ac I.—.1.i—d outside the Us) Requester's name and address (optional) Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid Social security number backup withholding. For individuals, this is generally your social security numberHowever, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I,, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see Now to get a TIN, later. or Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and I Employer identification number Number To Give the Requester for guidelines on whose number to enter. F-7-1 3©0©©M"MMIo Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) 1 am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. 1 am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. Sign Signature of Here U.S. person 11 - General General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (]TIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following. • Form 1499 -INT (interest earned or paid) Date 10 - • Form 1099 -DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-8 (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. If you do not return Farm W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. Cat. No. 10231X Form W-9 (Rev. 10-201 B) b � Berkley Melisa Johnson Underwriter Associate March 28, 2023 City of Sunny Isles Beach 18070 Collins Ave Sunny isles Beach, FL 33160 Re: The Stout Group, LLC To Whom It May Concern: Sura a Serkley Company +1407 563 7677 mejohnson@berkelysurety.com We have been asked by The Stout Group, LLC to provide a reference letter to you. We acknowledge and confirm that Berkley Surety, through its affiliate Berkley Insurance Company, provides surety credit to The Stout Group, LLC. Berkley Insurance Company has an A.M. Best rating of "A +" (Superior) and a financial size of XV with a Treasury Listing of approximately $500 million. We acknowledge and confirm that Berkley Surety has formed a relationship with The Stout Group, LLC to provide surety credit. We will consider typical single bond requests in the amount of $6 million and with an aggregate backlog totaling $12 million Individual bonds above the limits will be favorably considered on the merits at the time of request. The issuance of surety credit is a matter between the principal and surety and conditioned upon the principal continuing to satisfy underwriting conditions at the time of a bond request. We assume no responsibility or liability to you or any other third party should we decline to issue bonds. The Stout Group, LLC is an excellent contractor and we hold them in highest regard. We feel extremely confident in our contractor and encourage you to offer them an opportunity to execute any upcoming projects. If you should have any questions, please do not hesitate to give me a call. Sincerely, Melisa Jonson mms NW THE STOUT GROUP, LLC. Letter of Intent To Whom It May Concern, Jose M Sanchez III, better known as Joey, has been the Managing Member/Chief Estimator/Sr. Project Manager of The Stout Group, LLC (Stout), an Engineering Construction Firm he started with his partner Yvette Zuluaga since May of 2012. Stout is Certified by Miami -Dade County (County) as a Minority and Women -Owned business (MBE/WBE), Small Business Enterprise (SBE) and by the Florida Department of Transportation (FDOT) as a Disadvantaged Business Enterprise (DBE). Since its inception, Stout's original scope of operations consisted primarily of Drainage and highway Construction. The company has worked for a vast array of clients. Stout is working as the Prime Contractor on Florida Department of Transportation (FDOT) projects. Other past clients are: Miami -Dade County Public Works, Miami Dade Water and Sewer Department, Miami Dade Transit, City of Hialeah Streets Department, City of Florida City, City of Borth Miami Beach, City of Miami Beach Capital Improvements, City of Hollywood Public Works, Town of Miami Lakes, City of Doral, City of Miramar, City of Miami Capital Improvements, Florida Keys Aqueduct Authority, City of South Miami, City of Plantation, Florida Department of Environmental Protection, Army Corp of Engineers, City of Opa-Locka, Port Miami, Miami International Airport, Opa-Locka Airport, Tamiami Executive Airport, Miami Dade Expressway Authority, and Town of Medley. STOUT performs work for most municipalities in South Florida Stout has a vast experience in the construction industry providing the following services for both governmental and private entities: - Underground Construction Services (Duct Bank, Water, Sanitary Sewer, Watermain, Force main and Storm drainage) - Earthwork Construction (Excavation, embankment, Rough and Finish Grading) - Roadway \ Paving Construction (Concrete flat work paving (Sidewalks, driveways, curb& gutters, concrete slabs), Asphalt Paving (Structural coarse, friction coarse, patch work, Mainline, parking lots)) - General Engineering Consulting (Value engineering services, design consulting, constructability review, survey\layout services) UNDERGROUND I SITEWORK 1 EARTHWORKS I PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0.786.452.1481 - F: 305.397.2311 5 THE STOUT GROUP, LLC. Our commitment is to serve our clients we the highest level of standards and integrity including working safely on time with quality and in budget. Using safety equipment is mandatory. We perform work the most organized way possible to be able to save time. We like to finish work at the expected time specified in contracts. We make sure every task is performed the most professional way to ensure that our finished product is of the highest quality. Also, we like to work with the promised budget, that is why use our organizational skills to save money on unneeded materials or doing work double. Stout thanks you for the opportunity to present its experience, capacity, qualifications and commitment. Sincerely, The Stout Group, LLC Joey Sanchez, PE Manager UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street. Bay #3 - Hialeah Gardens, FL 33018 - 0: 788.452.1481 - F: 305.397.2311 JOSE M. SANCHEZ III, P.E. Jose M Sanchez Hl, better known as Joey, since young age started working at his father's company Horizon Contractors, Inc. His hard work has allowed him to promote his way up from the unofficial ranks of unskilled laborer, skilled laborer, heavy equipment operator, surveyor's rod man, surveyor party chief, foreman and superintendent. He has performed every field job within the Engineering Contracting genre. From 2000 to 2012, he worked his way up from the official positions of Assistant Project Manager, Project Manager, Project Engineer and Vice President. During this time, not only did he move up the ranks within his father's company, but he also completed his curriculum in FIU and graduated with a Bachelor of Science in Civil Engineering (2003). Once Joey received his degree from FIU, he did not stop there. He then obtained the following licensures: • Florida Professional Engineering License (PE) • Florida Certified General Contractor License (CGC) • Florida Certified Underground Contractors License (CUC) + Florida Certified Home Inspector License • Miami Dade County Engineering Contractors License • Broward County Engineering Contractors License. Along with these licensures, Joey has obtained many State Contracting Certifications allowing him to perform various specialized scopes within state projects. In the Spring of 2012, The Stout Group Member/ Chief Estimator/Sr. Project Manager underground and highway projects. EXPERTISE was created. Joey has been the Managing Joey has a vast knowledge of all aspects of Over 25 years of experience in the following types of projects: ■ Water/ Sewer Installation ■ Drainage Installation ■ Watermain Installation ■ Bridge Deck and Pilling ■ Force Main/ Pump Install Stations ■ Structural Work ■ Highway Construction ■ Asphalt and Concrete ■ Street Lighting Paving Construction ■ Signalization Construction Joey has worked on many of projects from beginning to end. Please see attached a list of other sample projects relative to this bid. FAX (305 397-2311 • JSANCHEZ@THESTOUTGRC)UP.COM 19290 NW 87 PLACE ■ MtAMI, FL 33018 • PHONE (305) 216-8406 t THE STOUT GROUP, LLC. Experience To Whom It May Concern, Please find below completed projects within the last three (3) years, in which The Stout Group, LLC with Jose Maria Sanchez III (Joey)) as the Project Manager, provided Florida cities, countiesor other Florida governmental agencies similar services. A. COMPLETED PROJECTS 1. Florida Department of Transportation —T6524 - SR 9691Milam Dairy Rd./NW 72 Ave. a. Owner Name: Florida Department of Transportation Contact Person: Francisco Lledo— Construction Project Manager Phone Number: 305-619-7144 Email Address: Francisco. Iledo@dot.state.fl.us b. Narrative: c. Contract amount: $711,881.95 d. Completion Date: 6/15/2022 2. Miami Dade County — 422003-17-003 — Ricken backer Causeway, Green Bike Lanes Segment A — Phase I a. Owner Name: Miami Dade County Contact Person: Lin Li P.E Phone Number: 786-268-5283 Email Address: lin.li@miamidade.gov b. Narrative: On the aforementioned project, The Stout Group, LLC performed various scopes within the project limits. The scopes performed were modification of bike lanes with green coating painted bike lanes, milling and resurfacing, pavement, thermoplastic, pavement markings and reflective markers. c. Contract Amount: $2,138,892.50 d. Completion Date: 10/29/2021 UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, Bay#3 -Hialeah Gardens, FL 33018 - 0:786,45Z1481 - F: 305.397.2311 %MM THE STOAT GROUP, LLC. 3. City of Miami Gardens— ITB # 18-19-011— 203rd Street Outfall Modification a. Owner Name: City of Miami Gardens Contact Person: Leslie Pettit P.E Phone Number: 954-325-8487 Email Address: 1pettit@miamigardens-fl.gov b. Narrative: On the aforementioned project, The Stout Group, LLC performed various scopes within the project limits. The scopes performed were installation of new pipes and structures, replacement and installation of draining ditches, excavation and backfill restoration to level grade. c. Contract Amount: $486,918.15 d. Completion Date: 08/31/2021 4. Miami Dade County— Miami Dade WASD Central District WWTP a. Owner Name: Miami Dade County. Dynalectric Company Contact Person: Ron Taylor Project Address: b. Narrative: The Stout Group, LLC performed various scopes within the project limits. The scopes performed were installed precast structures of different sizes, performed multiple duct bank of different measurements, excavation, restoration. c. Contract amount: $244,929.00. d. Completion Date: 06/05/2021 5. City of Hollywood —Project No 19-11044—City-Wide Miscellaneous Drainage Improvements a. Owner Name: City of Hollywood — Public Utilities Contact Person: Raul Wainer — Project Manager Phone Number: 954-921-3930 Email Address: rwainer@hollywoodfl.org b. Narrative: On the aforementioned project, The Stout Group, LLC is performing various scopes within the project limits of City of Hollywood. The scopes included Drainage, roadway restoration, concrete curb and gutter, concrete sidewalks, landscaping, regrade swale, milling and resurfacing. c. Contract Amount: $730,737.00 d. Completion Date: 05/03/2021 UNDERGROUND 1 SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, Bay 43 - Hialeah Gardens, FL 33018 - 0: 786.452.1481 - F: 305.397.2311 t THE STOUT GROUP, LLC. 6. Florida Department of Transportation --T4534 — Rock Island Rd a. Owner Name: Florida Department of Transportation Contact Person: Alejandro Pina — S.F.T. Project Administrator Phone Number: 954-958-7629 Email Address: alejandro.pina@dot.state.fl.us b. Narrative: On the aforementioned project, The Stout Group, LLC is performing various scopes within the project limits of Rock Island Rd. The scopes included roadway widening, concrete curb and gutter, concrete sidewalks, landscaping, milling, and resurfacing, and striping. c. Contract Amount: $1,247,199.00 d. Completion Date: 03/19/2021 7. Florida Department of Transportation —T6450 —Campbell Dr—Horizon Contractors, Inc. a. Owner Name: Florida Department of Transportation Contact Person: Bernon Artola — Project Administrator Phone Number: 786-367-4674 Email Address: bartola(@cgasolutions.com b. Narrative: On the aforementioned project, The Stout Group, LLC performed various scopes within the project limits of Campbell Drive. The scopes self -performed included the removal and replacement of a live lift station, removal and replacement of a live sanitary sewer and the installation of drainage. c. Contract Amount: $16,300,000.00 d. Completion Date: 03/23/2021 8. Florida Department of Transportation —T4509 — Hollywood Blvd a. Owner Name: Florida department of Transportation Contact Person: Mackendy Philippi —Construction Project Administrator II Phone Number: 954-958-7693 Email Address: mackendy.philippi@dot.state.fl.us T b. Narrative: On the aforementioned project, The Stout Group, LLC self -performed various scopes of work including drainage and water main installation along the project corridor, roadway restoration, concrete curb and gutter, concrete sidewalks, regrade Swale, milling and resurfacing and striping. c. Contract Amount: $3,049,774.59 d. Completion Date: 12/03/2020 UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, Bay#3 - Hialeah Gardens, FL 33018 - 0-1786.452-1481 - F: 305.397.2311 THE STOUT IF LLC. 9. Florida Department of Transportation—T6401— Biscayne Blvd Roadway Improvements a. Owner Name: Florida Department of Transportation Contact Person: Jonathan Fundora —Construction Senior Project Manager Phone Number: 305-962-3653 Email Address: 'onathan.fundora@dot.state.fl.us L Narrative: On the aforementioned project, The Stout Group, LLC performed various scopes within the project limits of Biscayne Blvd. The scopes self -performed included were major drainage upgrades along the project corridor, water main upgrades, and sewer main upgrades. The sewer main upgrades included bypassing sewer mains. Full reconstruction of the roadway, concrete curb and gutter, concrete sidewalks, paver sidewalks, lighting upgrades, full intersection signalization installation, pedestrian signalization upgrades, milling and resurfacing, striping, and guardrail installation. c. Contract Amount: $5,700,000.00 d. Completion Date: 05/03/2019 UNDERGROUND I SITEWORK 1 EARTHWORKS I PAVING 10850 NW 138th Street, Bay#3 - Hialeah Gardens, FL 33018 - O: 786.452.1481 - F: 305.397.2311 THE STOUT GROUP, LLC. ONGOING Contracts To Whom It May Concern: Please find below (4) contracts in which The Stout Group, LLC is working: 1. Florida Department of Transportation —F6L97- District -wide Drainage Push Button Contract Contact Person: Lazaro Mesa Telephone Number: 305-401-1438 Email Address: lazaro.mesa@dot.state.f1.us Contract amount: $1,000,000.00 Completion Date August 08, 2022 2. Florida Keys Aqueduct Authority Project No 2356-20- Burton Dr.- US -1 Dist System Upgrade WM Realignment Contact Person: Telephone Number: Email Address: Contract amount: Completion Date Keith McMahon 305-783-8513 kmcmahon(@fkaa.com $517,006.60 March 30-2021 3. Parks, Recreation and Open Spaces - Capital Program Division- RPQ NO: 422003-17-003- Rickenbacker Causeway Green Bikes Lanes Segment A -Phase I Contact Person: Telephone Number: Email Address: Contract amount: Completion Date: Lin Li 305-755-5464 Lin. Lif@miamidade.F_ov $ 2,138,892.50 August 13, 2021 UNDERGROUND 1 SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452.1481 - F: 305.397.2391 t THE STOUT GROUP, LLC. 4. Department of transportation and Public Works -Capital Improvements RPQ No. 20200304 (MCC 7360 Plan) - Drainage Improvements C-100 Canal Outfalls Retrofit between SW 98 Ave. and SW 106 Ct. Contact Person: Jose Gutierrez Telephone Number: 305-375-2930 Finail Address: Jose.Gutierrez2@miamidade.gov Contract amount: $ 785,355.74 Completion Date: Feb 04, 2022 If further information is needed, please do not hesitate in contacting us. Sincerely, The Stout Group, LLC Joey Sanchez, P. E, Manager UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452.1481 - F: 305.397.2311 Sample Projects (Completed) Proiect Number: 001 Project Name: 1-595 to Turnpike Northbound Ramp — T7 Ramp Owner: Florida Department of Transportation Contractor: Maytin Engineering Corp. Contact: Roly Maytin, PE Address: 13900 NW 1121h Ave Contract Scope: Hialeah Gardens, FL 33018 Phone: 305-827-4545 Fax: 305-827-4547 Completed: March 2014 Horizon Contractors, Inc. Contact: Contract Amount: $495,000 Address: 8175 West 32" ct Ave — Suite 2 Contract Scope: Hialeah, FL 33018 Phone: ■ Excavation 3500 CY ■ Embankment 18,000 CY ■ Limerock (Finish Grade) 12,000 SY ■ Solid Pipe (Various Diameters) 750 LF ■ Drainage Structure 10 EA ■ Asphalt o Traffic Level D (PG 76-22) 420 TN o FC -9.5 80 TN Project Number: 002 Project Name: Phase VI — Storm Water Improvements Owner: Village of EI Portal Contractor: Horizon Contractors, Inc. Contact: Xavier Salvat, PE Address: 8175 West 32" ct Ave — Suite 2 Hialeah, FL 33018 Phone: 305-828-2050 Fax: 305-820-0905 Completed: April 2014 Contract Amount: $35,000 Contract Scope: ■ Solid Pipe (Various Diameters) 190 LF ■ Drainage Structure 2 EA ■ Asphalt c Traffic Level C 40 TN Proiect Number: 003 Project Name: T6207 - SR -5 — Overseas Highway (MM 93 — 97) Owner: Village of EI Portal Contractor: Horizon Contractors, Inc. Contact: Xavier Salvat, PE Address: 8175 West 32nd Ave — Suite 2 Fax: Hialeah, FL 33018 Phone: 305-828-2050 Fax: 305-820-0905 Completed: May 2014 Contract Amount: $29,000 Contract Scope: ■ Finish Grade 17,695 SY Proiect Number: 004 Project Name: E61-134 - SR -5 — Overseas Highway (MM 85 — 84) Owner: Florida Department of Transportation Contractor: Horizon Contractors, Inc. Contact: Xavier Salvat, PE Address: 8175 West 32nd Ave — Suite 2 Hialeah, FL 33018 Phone: 305-828-2050 Fax: 305-820-0905 Completed: March 2015 Contract Amount: $650,000 Contract Scope: ■ Solid Pipe (Various Diameters) 1900 LF ■ French Drain 24" 680 LF ■ Drainage Structures 18 EA Prosect Number: 005 Project Name: The Bond — Duct Bank Owner: 1080 Brickell Development Contractor: ION Electric, LLC Contact: Jack Higgins Address: 2001 N. Andrews Avenue Pompano Beach, FL 33069 Phone: 954-434-7432 Fax: 954-857-6687 Completed: August 2014 Contract Amount: $20,000 Contract Scope: ■ 6" 15 Way Primary Duct Bank 120 LF Pro'ect Number: 006 Project Name: T6314— Marathon Key - SR -5 — Overseas Highway (MM 47 — 48) Owner: Florida Department of Transportation Contractor: Horizon Contractors, Inc. Contact: Xavier Salvat, PE Address: 8175 West 32nd Ave --Suite 2 Hialeah, FL 33018 Phone: 305-828-2050 Fax: 305-820-0905 Completed: February 2015 Contract Amount: $377,000 Contract Scope: ■ Excavation 839 CY ■ Embankment 2,946 CY ■ Limerock (Finish Grade) 6,749 SY ■ Rip Rap 150 CY ■ Grading 13,786 SY Project Number: 007 Project Name: E6100 - SE 2611 Rd Owner: Florida Department of Transportation Contractor: The Stout Group, LLC (Prime) Contact: Joey Sanchez, PE Address: 10850 NW 1381h Street — Bay 3 Hialeah Gardens, FL 33018 Phone: 305-216-8406 Fax: 305-397-2311 Completed: March 2015 Contract Amount: $95,480 Contract Scope: ■ Sidewalk 159 SY ■ Asphalt o Traffic Level C —12.5 42 TN o FC -9.5 (PG76-22) (ARB) 30 TN Project Number: 008 Project Name: T6333 — NW 74th Street and 72nd Ave Intersection Owner: Florida Department of Transportation Contractor: The Stout Group, LLC (Prime) Contact: Joey Sanchez, PE Address: 10850 NW 138th Street— Bay 3 Hialeah Gardens, FL 33018 Phone: 305-216-8406 Fax: 305-397-2311 Completed: April 2015 Contract Amount: $154,744 Contract Scope: ■ Sidewalk 80 SY ■ Curb and Gutter 123 LF ■ Asphalt o FC -9.5 (PG76-22) (ARB) 153 TN Proiect Number: 009 T Project Name: PAMM Footing Installation Owner: Perez Art Museum Miami (PAMM) Contractor: The Stout Group, LLC (Prime) Contact: Joey Sanchez, PE Address: 10850 NW 1381h Street— Bay 3 Hialeah Gardens, FL 33018 Phone: 305-216-8406 Fax: 305-397-2311 Completed: January 2015 Contract Amount: $29,200 Contract Scope: ■ Class I — Structural Concrete 50 CY Project Number: 010 Project Name: Building 6—Asphalt Improvements Owner: Broward Community College Contractor: Thornton Construction Company Contact: Frank Gunn Address: 4300 Biscayne Blvd #207 Miami, FL 33137 Phone: 305-649-1995 Fax: 305-649-1295 Completed: January 2015 Contract Amount: $237,750 Contract Scope: ■ Asphalt o Traffic Level C — 9.6 60 TN Proiect Number: 012 Project Name: T4386 — SRA1A / Ocean Drive Owner: Florida Department of Transportation Contractor: ION Electric Contact: Jack Higgins Address: 2001 N. Andrews Avenue Fax: Pompano Beach, FL 33069 Phone: 954-434-7432 Fax: 954-857-6687 Completed: July 2015 Contract Amount: $51,200 Contract Scope: ■ Structural Concrete (Pile Caps) 40 CY Project Number: 013 Project Name: E6J26 — RO — Districtwide Asphalt Maintenance Owner: Florida Department of Transportation Contractor: The Stout Group, LLC (Prime) Contact: Joey Sanchez, PE Address: 10850 NW 138111 Street — Bay 3 Contractor: Hialeah Gardens, FL 33018 Phone: 305-216-8406 Fax: 305-397-2311 Completed: December 2015 Contract Amount: $250,000 Contract Scope: ■ Asphalt o FC -12.5 (PG76-22) 625 TN Proiect Number: 014 Project Name: Saxony Beach Walk Owner: The Saxony Development Contractor: ValleyCrest Landscape Development Contact: Ariel Caballero Address: 4155 East Mowry Drive Homestead, FL 33033 Phone: 305-258-8011 Fax: 305-258-0809 Completed: August 2015 Contract Amount: $295,000 Contract Scope: ■ Demolition ■ Limerock (Finish Grade) 1 LS 2,722 SY Project Number: 015 Project Dame: T6393 — Krome Ave (450+00 — 499+00) Owner: Florida Department of Transportation Contractor: Horizon Contractors, Inc. Contact: Xavier Salvat, PE Address: 8175 West 32nd Ave Contract Scope: Hialeah, FL 33018 Phone: 305-345-7816 Fax: 305-820-0905 Completed: Scheduled for December 2016 Horizon Contractors, Inc. Contact: Contract Amount: $2,655,311 Address: 8175 West 32"d Ave Contract Scope: Hialeah, FL 33018 Phone: ■ Clearing and Grubbing 1 LS ■ Regular Excavation 3,805 CY ■ Subsoil Excavation 52,475 CY ■ Embankment 133,077 CY ■ Prepared Soil Layer 60,978 SY ■ Optional Base, Base Group 02 7,622 SY ■ Optional Base, Base Group 10 26,133 SY Proiect Number: 016 Project Name: Opalocka Airport Interior Service Road Owner: Miami Dade Airport Department Contractor: Horizon Contractors, Inc. Contact: Xavier Salvat, PE Address: 8175 West 32"d Ave Hialeah, FL 33018 Phone: 305-345-7816 Fax: 305-820-0905 Completed: January 2016 Contract Amount: $960,555 Contract Scope: ■ Clearing and Grubbing 17 ACRE ■ Demolition of Bituminous Pavement 1,600 SY ■ On -Site Excavation 30,500 CY ■ Proof Rolling 34,700 SY ■ 12" Thick Stabilization Subgrade 29,471 SY ■ 9" Thick Limerock Base Course 33,300 SY ■ 24" RCP Class V (Cross Drain) 430 LF 24" Mitered End Section 14 EA ■ Swale Grading 48,000 SY ■ Canal Bank Stabilization 3,000 SY Proiect Number: 017 Project Name: Tamiami Canal Bridge Replacement Owner: Miami Dade County Public Works and Waste Management Contractor: Archer Western Contact: Dhaval Gandhi Address: 3201 NW 241h Street Road Miami, FL 33142 Phone: 786-804-6252 Completed: Scheduled to Complete February 2018 Contract Amount: $ 932,749 Contract Scope: ■ F&I PERMANENTSAMPLE POINTS 2.0 EA ■ CONNECT TO EXISTING WM (20.0 - 49.9") 1.0 EA ■ ARV ASSEMBLIES 2.0 EA ■ F&I POLYETHYLENE ENCASEMENT 200.0 LF ■ F&I TAPPING SLEEVE (20.0 - 49.9") 1.0 EA ■ S&D FIRE HYDRANT ASSSEMBLIES 2.0 EA ■ S&D DIP (6 - 7.9") VALVE & FITTINGS 70.0 LF ■ S&D DIP (8 - 9.9") VALVE & FITTINGS 120.0 LF ■ FURINSH DIP (20 - 49.9") & FITTINGS 200.0 LF ■ FURNISH MJ RSGV (20.0 - 49.9") 1.0 EA ■ INSTALL FIRE HYDRANT ASSEMBLIES 2.0 EA ■ INSTALL DIP (6 - 7.9") VALVE & FITTINGS 70.0 LF ■ INSTALL DIP (8 - 9.9") VALVE & FITTINGS 120.0 LF ■ INSTALL DIP (20 - 49.9") & FITTINGS 200.0 LF ■ INSTALL MJ RSGV (20.0 - 49.9") 1.0 EA ■ INLETS (CURB)(TYPE P-1) <10' 1.0 EA ■ INLETS (CURB)(TYPE P-5) <10' 3.0 EA ■ INLETS (CURB)(TYPE P-5) >10' 3.0 EA ■ INLETS (CURB)(TYPE F) <10' 4.0 EA ■ MANHOLES (TYPE P-7)(PARTIAL) 4.0 EA ■ MANHOLES, P-8, <10' 1.0 EA ' MANHOLES, P-8, >10' 3.0 EA ■ MANHOLES, J-8, <10' 1.0 EA ' MANHOLES, J-8, >10' 1.0 EA ■ ADJUST MANHOLE 4.0 EA ' ADJUST MANHOLE (UTILITIES) 3.0 EA ■ ADJUST VALVE BOX (MDC ONLY) 9.0 EA ■ PIPE CULVERT -18" 364.0 LF ■ PIPE CULVERT - 24" 216.0 LF ■ PIPE CULVERT - 24" (ELLIPTICAL\OTHER) 19.0 LF • FRENCH DRAIN 24" 647.0 LF ■ REMOVAL OF EXISTING PAVEMENT 100.0 SY REGULAR EXCAVATION 1,100.0 CY ■ SUBSOIL EXCAVATION 3,597.0 CY ■ CHANNEL EXCAVATION 4,408.0 CY ■ EMBANKMENT 7,026.5 CY ■ REINFORCEMENT GRID 2,083.0 SY ■ TYPE "B" STABILIZATION (12" THICK) 6,419.0 SY ■ OPTIONAL BASE, BASE GROUP 06 6,484.0 SY ■ TURNOUT CONSTRUCTION 440.0 SY ■ SP ASPHALTIC CONCRETE (TRAFFIC C) 17.4 TN Pro`ect Number: 018 Project Name: T6396 — Krome Ave (54+21-109+00) Owner: Florida Department of Transportation Contractor: Horizon Contractors, Inc. Contact: Xavier Salvat, PE Address: 8175 West 32nd Ave Contract Scope: Hialeah, FL 33018 Phone: 305-345-7816 Fax: 305-820-0905 Completed: Scheduled for December 2016 Interstate Screw Corp. Contact: Contract Amount: $3,489,368 Address: 475 West 181h Street Contract Scope: Hialeah, FL 33010 Phone: ■ Clearing and Grubbing 1 LS ■ Regular Excavation 3,837 CY ■ Subsoil Excavation 73,025 CY ■ Embankment 174,449 CY ■ Type B Stabilization 54,596 SY ■ Prepared Soil Layer 69,630 SY ■ Optional Base, Base Group 02 9,131 SY ■ Optional Base, Base Group 10 30,018 SY Proiect Number: 019 Project Name: Miscellaneous Drainage Repairs Owner: Interstate Screw Corp. Owner: Interstate Screw Corp. Contact: Dominick Menendez Address: 475 West 181h Street Hialeah, FL 33010 Phone: 305-888-8700 Fax: 305-888-7081 Completed: Scheduled for December 2016 Contract Amount: $4,375.00 Contract Scope: Miscellaneous Drainage Repairs 1 LS Project Number: 020 Project Name: Shenandoah Middle School Renovation Owner: Miami Dade County Public Schools Contractor: Thornton Construction Company, Inc. Contact: Dan Sheehy Address: 4300 Biscayne Blvd Contact: Suite 207 Address: Miami, FL 33137 Phone: 305-649-1995 Fax: 305-649-1295 Completed: April 2016 Contract Amount: $11,500.00 Contract Scope: ■ Limerock Base 1 LS ■ Superpave -Traffic Level C-9.5 1 LS Project Number: 021 Project Name: Emergency Asphalt Repair at the Downtown Mover (TPSS) Owner: Miami Dade Transit Contact: Nury Perez Address: 6601 NW 72nd Ave Miami, FL 33166 Phone: 305-884-7578 Fax: 305-884-7538 Completed: January 2016 Contract Amount: $9,850.00 Contract Scope: ■ Asphalt Repair 1 LS Proiect Number: 023 Project Name: Drainage Improvements Project Multiple Sites Owner: Miami Dade County Public Works Department Contact: Felipe Monteagudo Address: 111 NW 11t Street Suite 1410 Miami, FL 33128 Phone: 305-323-8192 Completed: Anticipated Completion June 2017 Contract Amount: $1,504,737.12 Contract Scope: ■ BARRICADES 18600 ■ ADVANCE WARNING ARROW PANEL 1050.0 • Sediment Barrier 600.0 ■ Inlet Protection System 91.0 ■ CLEARING AND GRUBBING 1.0 ■ RE -GRADE EXISTING SWALE 140.0 ■ FLOWABLE FILL 28.0 ■ BACKFILL EXISTING TRENCH WITH SELECT FILL 278.0 ■ MILLING -1" Depth 4878.0 ■ ROADWAY PAVEMENT RESTORATION 2524.0 • INLET PAVEMENT 393.0 ■ Hot Mix Asphalt, Traffic C, SP -9.5 555.0 ■ Driveway Pavement -Asphalt 100.0 ■ Driveway Pavement -Concrete 20.0 ■ CLASS I CONCRETE 30.0 ■ SWALE INLET TYPE D-3 (36"Dia.) 37.0 ■ SWALE INLET TYPE D-3 (36"X36") 17.0 ■ SWALE INLET TYPE D-1 (17" X 27") (< 10' Deep) 14.0 ■ SWALE INLET TYPE P -10M 14.0 ■ SWALE INLET TYPE J-10 1.0 • POLLUTION RETARDANT BAFFLE 3.0 ■ MANHOLE (Type P -7T) 30.0 • CORE AND TIE TO EXIST. DRAINAGE 9.0 ■ MODIFY STRUCTURE- 17.0 • DESILT PIPE (0 TO 48") 1000.0 ■ Desilting Drainage Structure 12.0 ■ Pipe Culvert 15" Diameter (Round) 1541.0 ■ Pipe Culvert 18" Diameter (Round) 410.0 ■ French Drain (18" diameter pipe, 10 ft bls) 3445.0 ■ French Drain (18" diameter pipe, 15 ft bls) 380.0 ■ French Drain (18" diameter pipe, 20 ft. BLS) 550.0 ■ CONCRETE SIDEWALK [4" THICK,] 463.0 ■ CONCRETE SIDEWALK (6" Thick) 110.0 ■ DETECTABLE SURFACE 94.0 ■ RIP RAP (SAND CEMENT) 17.0 ■ SODDING -St Augustine 12520.0 ■ REFLECTIVE PAVEMENT MARKERS 25.0 ■ THERMOPLASTIC (White) (Solid) (12") 54.0 ■ THERMOPLASTIC (White) (Solid) (24") 200.0 • THERMOPLASTIC (Yellow) (Solid) (6") 450.0 ED ED LF EA LS SY CY CY SY SY SY TN SY SY CY EA EA EA EA EA EA EA EA EA LF EA LF LF LF LF LF SY SY SF CY SY EA LF LF LF Project Number: 024 Project Name: Owner: Contractor: Contact: Address: Phone: Fax: Completed: Contract Amount: Contract Scope: Joseph Caleb Center New Parking Garage Miami Dade County ABC Construction, Inc. Jorge Gonzalez 7215 NW 71h Street Miami, FL 33126 305-663-0322 305-267-2403 April 2017 $196,514.26 ■ Milling Existing Asphalt (1" AVG) ■ Superpave -Traffic Level C-9.5 ■ Friction Course -Traffic Level C — 9.5 Proiect Number: 025 7505 SY 489 TN 396 TN Project Name: Owner: SR 953 -- Lejeune Rd from Almeria Ave to Majorca Ave Florida Department of Transportation Contractor: The Stout Group, LLC (Prime) Contact: Joey Sanchez, PE Address: 10850 NW 1381h Street — Bay 3 Hialeah Gardens, FL 33018 Phone: 305-216-8406 Fax: 305-397-2311 Completed: April 2017 Contract Amount: $1,155,672.82 Contract Scope: ■ MOBILIZATION 1 LS ■ MAINTENANCE OF TRAFFIC 1 LS ■ TRAFFIC CONTROL OFFICER 456 MH ■ WORK ZONE SIGN 6650 ED ■ BARRIER WALL, TEMPORARY, F&I, CONCRETE 185 LF ■ CHANNELIZING DEVICE -TYPES I, II, DI, VP, DRUM, OR LCD 5900 ED ■ CHANNELIZING DEVICE, TYPE III, 6' 570 ED ■ ARROW BOARD/ADVANCE WARNING ARROW PANEL 440 ED ■ TEMPORARY RETROREFLECTIVE PAVEMENT MARKER 194 EA ■ PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY 388 ED ■ TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION 180 ED ■ TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 180 ED INLET PROTECTION SYSTEM 19 EA LITTER REMOVAL 7.08 AC MOWING 1.8 AC MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 1 LS MONITOR EXISTING STRUCTURES -VIBRATION MONITORING 1 LS CLEARING & GRUBBING 43349215201 1 LS DELIVERY OF SALVAGEABLE MATERIAL TO FDOT 43349215201 1. LS REGULAR EXCAVATION (3-R PROJECTS ONLY) 43349215201 1 L5 TYPE B STABILIZATION 532 SY PREPARED SOIL LAYER, FINISH SOIL LAYER, 6" 604 SY OPTIONAL BASE, BASE GROUP 11 478 SY MILLING EXIST ASPH PAVT, 11/2" AVG DEPTH 4398 SY SUPERPAVE ASPHALTIC CONC, TRAFFIC C 52.6 TN ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC -12.5, PG 76- 22, ARB 402.4 TN INLETS, CURB, TYPE 9, <10' 2 EA INLETS, GUTTER, TYPE S, <10' 1 EA MANHOLES, P-7, <10' 1 EA MANHOLE, ADJUST 10 EA PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD 49 LF FRENCH DRAIN, 24" 120 LF CONCRETE CURB & GUTTER, TYPE F 880 LF CONCRETE CURB, TYPE D 616 LF CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK 395 SY CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK 36 SY DETECTABLE WARNINGS 116 SF PERFORMANCE TURF, SOD 427 SY IRRIGATION SYSTEM REPAIRS 43349215201 1 LS PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 0.324 GM PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" 0.077 GM PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" 540 LF PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" 187 LF PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" 190 LF PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE 0.015 GM PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6" 0.013 GM PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL 10 EA PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS 27 EA PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" 0.585 GM PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR DIAGONAL OR CHEVRON, 18" 28 LF PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6" 0.026 GM SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF 18 AS SINGLE POST SIGN, RELOCATE 1 AS SINGLE POST SIGN, REMOVE 11 AS SIGN PANEL, RELOCATE, UP TO 12 SF 8 EA DELINEATOR, FLEXIBLE HIGH PERFORMANCE 48" 15 EA PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE 38 SF PAINTED PAVEMENT MARKINGS, FINAL SURFACE 43349215201 1 LS THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT 540 LF THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS 187 LF THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK 190 LF THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" 0.013 GM THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL 3 EA THERMOPLASTIC, STANDARD, WHITE, ARROW 22 EA THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON 28 LF THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE /6- 10 DOTTED EXTENSION LINE, 6" 0.026 GM THERMOPLASTIC, PREFORMED, WHITE, MESSAGE 7 EA THERMOPLASTIC, PREFORMED, WHITE, ARROWS 5 EA THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID, 6" 0.324 GM THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID, 8" 0.077 GM THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP 0.015 GM THERMOPLASTIC, STANDARD -OTHER SURFACES, YELLOW, SOLID, 6" 0.585 GM THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS 20 SF CONDUIT, FURNISH & INSTALL, OPEN TRENCH 458 LF CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE 354 LF PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE 12 EA LIGHTING CONDUCTORS, F&I, INSULATED, NO. 10 OR < 646 LF LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 4765 LF LIGHTING CONDUCTORS, REMOVE & DISPOSE, CONTRACTOR OWNS 6914 LF LUMINAIRE, RELOCATE 30 EA LUMINAIRE, REMOVE 60 EA POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL 4 EA CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE 1178 LF SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL 1 PI SIGNAL CABLE, REMOVE- INTERSECTION 1 PI PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE 31 EA ■ ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR 1 AS ■ ELECTRICAL POWER SERVICE, REMOVE UNDERGROUND 1 AS ■ ELECTRICAL SERVICE WIRE, REMOVE 195 LF ■ PRESTRESSED CONCRETE POLE, F&I, TYPE P-11 SERVICE POLE 1 EA ■ PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL- December 2018 PEDESTAL/SERVICE POLE 1 EA ■ ALUMINUM SIGNALS POLE, PEDESTAL 4 EA ■ ALUMINUM SIGNALS POLE, REMOVE 2 EA ■ STEEL MAST ARM,F&I, WIND SPEED-150,SINGLE ARM, W/0 LUMINAIRE-36 2 EA ■ MAST ARM,F&I, WIND SPEED-150,SINGLE ARM,W/0 LUMINAIRE-46 2 EA ■ MAST ARM, REMOVE SHALLOW FOUNDATION, BOLT ON ATTACHMENT 4 EA ■ TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY 3 AS ■ TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 5 SECTION STRAIGHT, 1 WAY 5 AS ■ PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY 4 AS ■ PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS 2 AS ■ LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 6 EA • LOOP ASSEMBLY- F&I, TYPE A 8 AS ■ PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD 4 EA ■ TRAFFIC CONTROLLER ASSEMBLY, F&l, 170 1 AS ■ TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 1 AS ■ SYSTEM AUXILIARIES, F&I, MODEM 1 EA ■ INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF 4 EA ■ LANDSCAPE COMPLETE- SMALL PLANTS 43349215201 1 LS ■ LANDSCAPE COMPLETE- LARGE PLANTS 43349215201 1 LS ■ VALVE BOXES, ADJUST 7 EA Proiect Number: 026 Project Name: Miami Dade Countywide Drainage Pushbutton Owner: Florida Department of Transportation Contractor: The Stout Group, LLC (Prime) Contact: Joey Sanchez, PE Address: 10850 NW 138th Street— Bay 3 Hialeah Gardens, FL 33018 Phone: 305-216-8406 Fax: 305-397-2311 Completed: December 2018 Contract Amount: $848,713.00 Contract Scope: ■ COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 50 CY ■ TRAFFIC CONTROL OFFICER 300 MH ■ WORK ZONE SIGN 5000 ED ■ BUSINESS SIGN 20 EA = BARRIER WALL, TEMPORARY, F&I, CONCRETE 500 LF ■ BARRIER WALL, TEMPORARY, F&I, TYPE K 500 LF ■ CHANNELIZING DEVICE- TYPES 1, II, DI, VP, DRUM, OR LCD 6000 ED = CHANNELIZING DEVICE, TYPE III, 6- 1025 ED ■ CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) 50 ED = ARROW BOARD / ADVANCE WARNING ARROW PANEL 275 ED ■ TEMPORARY RETROREFLECTIVE PAVEMENT MARKER 50 EA = TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION 5 LO PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY 100 ED ■ PAVEMENT MARKING REMOVABLE TAPE, WHITE OR BLACK,SOLID 1163 LF ■ PAVEMENT MARKING REMOVABLE TAPE, YELLOW, SOLID 1513 LF SEDIMENT BARRIER 400 LF ■ FLOATING TURBIDITY BARRIER 250 LF ■ INLET PROTECTION SYSTEM 40 EA ■ LITTER REMOVAL 1 AC • MOWING 1 AC ■ REMOVAL OF EXISTING CONCRETE PAVEMENT 200 SY ■ REGULAR EXCAVATION 300 CY ■ BORROW EXCAVATION, TRUCK MEASURE 600 CY ■ LATERAL DITCH EXCAVATION 350 CY ■ SUBSOIL EXCAVATION 200 CY ■ EMBANKMENT 600 CY ■ FLOWABLE FILL 100 CY ■ EXCAVATION FOR STRUCTURES Excavation for Structures and Pipes 200 CY ■ TYPE B STABILIZATION 150 SY ■ OPTIONAL BASE, BASE GROUP 04 10 SY ■ OPTIONAL BASE, BASE GROUP 09 1500 SY ■ OPTIONAL BASE, BASE GROUP 11 1500 SY ■ OPTIONAL BASE, BASE GROUP 13 250 SY ■ MILLING EXIST ASPH PAVT, 1 AVG DEPTH 4000 SY ■ MILLING EXIST ASPH PAVT, 11/2 AVG DEPTH 300 SY ■ MILLING EXIST ASPH PAVT, 13/4 AVG DEPTH 300 SY ■ SUPERPAVE ASPHALTIC CONC, TRAFFIC C 150 TN ■ SUPERPAVE ASPHALTIC CONC, TRAFFIC D 20 TN ■ SUPERPAVE ASPH CONC, TRAFFIC C, PG76-22, PMA 60 TN ■ ASPHALT CONCRETE FRICTION COURSE, FC -5, PG 76-22, ARB 40 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC -9.5, PG 76-22, PMA 1 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC -12.5, PG 76-22, PMA 5 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC D, FC -12.5, PG 76-22, PMA 5 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC -9.5, PG 76-22, ARB 160 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC -12.5, PG 76-22, ARB 40 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC -9.5, PG 76-22, ARB 160 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC -12.5, PG 76-22, ARB 20 TN ■ MISCELLANEOUS ASPHALT PAVEMENT 20 TN ■ CONCRETE CLASS II, CULVERTS 50 CY ■ CONCRETE CLASS IV, CULVERTS 30 CY ■ CONC CLASS IV, RETAINING WALLS 30 CY ■ REINFORCING STEEL- RETAINING WALL 350 LB ■ REINFORCING STEEL- MISCELLANEOUS 1000 LB • INLETS, CURB, TYPE P-1, <10' 2 EA • INLETS, CURB, TYPE P-5, <10' 6 EA ■ INLETS, CURB, TYPE P-5, >10' 2 EA ■ INLETS, CURB, TYPE P-5, PARTIAL 2 EA ■ INLETS, CURB, TYPE P-5, MODIFY 2 EA ■ INLETS, CURB, TYPE P-6, <10' 6 EA • INLETS, CURB, TYPE P-6, >10' 1 EA ■ INLETS, CURB, TYPE P-6, PARTIAL 2 EA ■ INLETS, CURB, TYPE P-6, MODIFY 2 EA ■ INLETS, CURB, TYPE J-5, <10' 2 EA ■ INLETS, CURB, TYPE J-5, >10' 1 EA ■ INLETS, CURB, TYPE J-6, <10' 2 EA ■ INLETS, CURB, TYPE J-6, >10' 2 EA • INLETS, DT BOT, TYPE C,<10' 1 EA ■ INLETS, DT BOT, TYPE C,JBOT, <10' 2 EA • INLETS, DT BOT, TYPE C, JBOT, >10' 1 EA ■ INLETS, DT BOT, TYPE D, <10' 4 EA • INLETS, DT BOT, TYPE D, >10' 2 EA ■ INLETS, DITCH BOTTOM, TYPE F, PARTIAL 2 EA ■ INLETS, DITCH BOTTOM, TYPE G, <10' 2 EA • INLETS, DITCH BOTTOM, TYPE G, >10' 1 EA ■ INLETS, DITCH BOTTOM, TYPE G, J BOT, <10' 2 EA ■ INLETS, DITCH BOTTOM, TYPE G, J BOT, >10' 1 EA ■ INLETS, GUTTER, TYPE V, <10' 4 EA ■ INLETS, GUTTER, TYPE V, >10' 2 EA ■ INLETS, GUTTER, TYPE V, J BOT, <10' 2 EA ■ INLETS, GUTTER, TYPE V, J BOTTOM, >10' 2 EA ■ MANHOLES, P-7, <10' 2 EA ■ MANHOLES, P-7, >10' 4 EA ■ MANHOLES, P-7, PARTIAL 2 EA ■ MANHOLES, J-7, <10' 4 EA ■ MANHOLES, J-7, >10' 2 EA ■ MANHOLES, J-7, PARTIAL 2 EA = INLETS, ADJUST 10 EA = MANHOLE, ADJUST 10 EA ■ VALVE BOXES, ADJUST 5 EA ■ DRAINAGE STRUCTURES, MISCELLANEOUS, ADJUST 5 EA ■ REPLACE GRATE 10 EA ■ DESILTING PIPE, 0 - 24 Desilt in the Wet 273 LF ■ DESILTING PIPE, 25 - 36 Desilt in Dry Condition 750 LF ■ DESILTING PIPE, 37 - 48 Desilt in Dry Condition 400 LF ■ DESILTING PIPE, 49 - 60 Desilt in the Wet 159 LF ■ DESILTING PIPE, 61 OR GREATER Desilt in the Wet 400 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 15S/CD 100 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18S/CD 500 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24S/CD 200 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 30S/CD 200 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 36S/CD 200 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 42S/CD 100 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 48S/CD 100 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 54S/CD 100 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 60S/CD 100 LF ■ PIPE CULVERT,OPTIONAL MATE RIAL,OTHER-ELIP/ARCH, 15S/CD 50 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, 18S/CD 50 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,OTHER SHAPE-ELIP/ARCH, 24S/CD 50 LF ■ U-ENDWALL, STD 261,1:4 SLOPE, 18PIPE 4 EA ■ PIPE FILLING AND PLUGGING- PLACE OUT OF SERVICE 20 CY ■ TRENCH DRAIN, STANDARD 150 LF ■ FRENCH DRAIN, 24 400 LF ■ FRENCH DRAIN, 36 100 LF = PIPE HANDRAIL - GUIDERAIL, STEEL 150 LF ■ PIPE HANDRAIL - GUIDERAIL, ALUMINUM 150 LF ■ CONCRETE CURB & GUTTER, TYPE F 600 LF ■ CONCRETE CURB, TYPE D 100 LF ■ VALLEY GUTTER- CONCRETE 100 LF ■ SHOULDER CONCRETE BARRIER WALL, RIGID RETAINING 20 LF ■ CONCRETE SIDEWALK AND DRIVEWAYS, 4 THICK 150 SY ' CONCRETE SIDEWALK AND DRIVEWAYS, 6 THICK 50 SY ■ CONCRETE DITCH PAVEMENT, NON REINFORCED, 4 10 SY ■ CONCRETE DITCH PAVEMENT, 4, REINFORCED 50 SY ■ PAVERS, ARCHITECTURAL, SIDEWALK 150 SY DETECTABLE WARNINGS 8 SF ■ GUARDRAIL -ROADWAY 100 LF SPECIAL GUARDRAIL POST 5 EA ■ GUARDRAIL REMOVAL 100 LF ■ FENCING, TYPE B, 5.1-6.0', STANDARD 200 LF ■ FENCING, TYPE B, 5.1-6.0, RESET EXISTING 50 LF ■ PERFORMANCE TURF 1000 SY ■ PERFORMANCE TURF, SOD 1000 SY ■ SINGLE POSTSIGN, RELOCATE 5 AS ■ SINGLE POST SIGN, REMOVE 5 AS ■ MULTI- POSTSIGN, F&I GROUND MOUNT, RELOCATE 5 AS ■ MULTI- POST SIGN, REMOVE 5 AS ■ OBJECT MARKER, TYPE 1 TWO # 04 5 EA ■ RETRO -REFLECTIVE PAVEMENT MARKERS 100 EA ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6 0.1 GM' ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8 0.1 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12 400 LF ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18 600 LF ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24 100 LF ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6 WIDE 0.1 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6 0.2 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL 2 EA ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS 5 EA ■ PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6 0.1 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR DIAGONAL OR CHEVRON, 18 20 LF ■ PAINTED PAVEMENT MARKINGS, STANDARD, BLUE, SOLID FOR PARKING LOT -ACCESSIBLE MARKINGS, 6 50 LF ■ THERMOPLASTIC, STANDARD, WHITE, SOLID, 12 FOR CROSSWALK AND ROUNDABOUT 600 LF ■ THERMOPLASTIC, STANDARD, WHITE, SOLID, 18 FOR DIAGONALS AND CHEVRONS 400 LF ■ THERMOPLASTIC, STANDARD, WHITE, SOLID, 24 FOR STOP LINE AND CROSSWALK 50 LF ■ THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6 0.1 GM ■ THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL 5 EA ■ THERMOPLASTIC, STANDARD, WHITE, ARROW 5 EA ■ THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18 FOR DIAGONAL OR CHEVRON 100 LF ■ THERMOPLASTIC, STANDARD, BLUE, SOLID,6 100 LF ■ THERMOPLASTIC, STANDARD -OPEN GRADED ASPHALT SURFACES, WHITE, SOLID, 8 0.1 GM • THERMOPLASTIC, STANDARD -OPEN GRADED ASPHALT SURFACES YELLOW, SOLID, 8 0.1 GM • THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6,10-30 SKIP OR 3-9 LANE DROP 0.1 GM ■ THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS 50 SF ■ LIGHT POLE COMPLETE, REMOVE 5 EA ■ LUMINAIRE, REMOVE 5 EA ■ CONDUIT, FURNISH & INSTALL, OPEN TRENCH 100 LF ■ CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE 50 LF ■ PULL & SPLICE BOX, F&I, 13 x 24 COVER SIZE 5 EA ■ ALUMINUM SIGNALS POLE, PEDESTAL 5 EA w ALUMINUM SIGNALS POLE, REMOVE 2 EA ■ PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY 5 AS ■ PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS 5 AS ■ LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 5 EA ■ LOOP ASSEMBLY- F&I, TYPE A 5 AS ■ PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD 10 EA ■ TRAFFIC CONTROLLER ASSEMBLY, MODIFY 1 AS Project Number: 027 Project Name: Bay Shore One Project —110010& Street — Bay Harbor Island, FL Owner: Thornton Construction Contractor: Thornton Construction Contract Amount: $1,413,688.89 Contact: Anthony Pasqualone Contract Scope: Address: 4300 Biscayne Blvd — Suite 207 ■ MOBILIZATION Miami, FL 33137 LS ■ 12 DIP WATER MAIN (L&E) Phone: 305-649-1995 ■ 6 DIP WATER MAIN (L&E) 1 Fax: 305-649-1295 1 LS Completed: December 2016 LS ■ 12 x 6 TEES (L&E) Contract Amount: $34,841.25 LS ■ 12 GATE VALVES Contract Scope: LS ■ SANITARY SEWER MANHOLE ■ MOBILIZATION 1 LS ■ SITE CLEARING & GRUBBING 0.45 ACRE ■ SILT FENCE 560 LF ■ SU BSOI L EXCAVATI O N 1185 CY ■ EARTH RAMP 1 LS ■ LIMEROCK BASE 1 LS Proiect Number: 028 Project Name: CT A— Relocation of Onsite Utilities and Drainage Owner: Port of Miami Contractor: Central Florida Equipment Rentals, Inc. (Prime) Contact: Ana Depriest Address: 9030 NW 9711' Terrace Medley, FL 33178 Phone: 305-345-9039 Fax: 305-887-7804 Completed: June 2017 Contract Amount: $1,413,688.89 Contract Scope: ■ UTILITIES ■ MOBILIZATION 1 LS ■ 12 DIP WATER MAIN (L&E) 1 LS ■ 6 DIP WATER MAIN (L&E) 1 LS ■ FIRE HYDRANT w/ 6 GV & 4 BOLLARDS(L&E) 1 LS ■ 12 BENDS (L&E) 1 LS ■ 12 x 6 TEES (L&E) 1 LS ■ 12 GATE VALVES 1 LS ■ SANITARY SEWER MANHOLE 1 LS ■ SANITARY SEWER CAPS 1 LS ■ ASPHALT DEMO / RESTORATION 1 LS ■ DRAINAGE ■ MOBILIZATION 1 LS ■ CURB INLETTYPE 5, 6 1 LS ■ MEDIAN BARRIER INLET, TYPE 3 1 LS ■ CATCH BASIN 1 LS ■ DRAINAGE MANHOLE 1 LS • ADJUST MANHOLES 1 LS ■ PIPE CULVERT OPTIONAL MATERIAL, 18 1 LS • PIPE CULVERT OPTIONAL MATERIAL, 24 1 LS ■ FRENCH DRAIN, 24 1 LS ■ SPECIAL STRUCTURE, TWO CHAMBERED (6'x9.5'x9.5') 1 LS ■ ASPHALT DEMO / RESTORATION 1 LS Proiect Number: 029 Project Name: Kendall Town Center (SW 9611 Street and SW 157th Ave) Owner: Howard Hughes Corp. Ballpark of the Palm Beaches Palm Beach County Contractor: Brightview Landscape Development Brightview Landscape Development Contact: Contact: Ariel Caballero Address: 4155 East Mowry Dr. Address: 4155 East Mowry Dr. Homestead, FL 33033 Phone: Homestead, FL 33033 Phone: 305-986-2249 Completed: February 2017 Contract Amount: $107,422.20 Contract Scope: • MOBILIZATION 1.00 LS ■ CLEARING AND GRUBBING 1.00 LS ■ SURVEYING 1.00 LS ■ EXCAVATION (4 AVERAGE DEPTH) 215.00 CY ■ STABILIZED SUBGRADE 1250.00 SY ■ SOD GRADING (5' EACH SIDE OF SIDEWALK) 2084.00 SY ■ CONC. SIDEWALK (4THK w/ 6X6 W2.9/W2.9 WWM) 1250.00 SY ■ BENCH PADS (5'x 8') 4.00 EA ■ SIDEWALK RAMP 1.00 LS ■ GRADING 1.00 LS Proiect Number: 030 Project Name: Owner: Ballpark of the Palm Beaches Palm Beach County Contractor: Brightview Landscape Development Contact: Ariel Caballero Address: 4155 East Mowry Dr. Homestead, FL 33033 Phone: 305-986-2249 Completed: January 2017 Contract Amount: $214,397.29 Contract Scope: ■ 4in THICK SIDEWALK w/ WELDED WIRE MESH 73976.00 SF ■ LOADING DOCK (2 DOCKS - 6500 SF TOTAL) 1.00 LS ■ FLUSH REINFORCED HEADER CURB 718.00 LF ■ BATTING CAGE TUNNEL SLAB 7890.00 SF ■ PUMP RENTAL - 2 DAILY RATE 2.00 DA ■ PUMP RENTAL - 2 DAILY RATE 7.00 DA ■ FLUSH REINFORCED HEADER CURB 705.00 LF ■ 6in THICK SIDEWALK w/ WELDED WIRE MESH (COLOR) 2970.00 SF ■ 8in THICK SIDEWALK w/ #4 O.C.E.W (COLOR) 1430.00 SF Proiect Number: 031 Project Name: Owner: SR — 823 NW 57th Ave Florida Department of Transportation Contractor: Central Florida Equipment Rentals, Inc. (Prime) Contact: Ana Depriest Address: 9030 NW 97th Terrace Phone: Medley, FL 33178 Phone: 305-345-9039 Fax: 305-887-7804 Completed: February 2017 Contract Amount: $11,912.00 Contract Scope: ■ FINISH GRADE WORK 1 LS Project Number: 032 Project Name: SR 874 Project Owner: MDX — Miami Dade Expressway Authority Contractor: The de Moya Group Contact: Fabricio Cedillo Address: 14600 SW 136th Street Miami, FL 33186 Phone: 305-987-4097 Fax: 305-255-1935 Completed: December 2018 Contract Amount: $584,780.45 Contract Scope: ■ MOBILIZATION 1.0 LS ■ CLEARING AND GRUBBING 1.0 LS ■ C&G - CONTROL STRUCTURE 1.0 EA ■ C&G - DITCH BOTTOM INLET 10.0 EA ■ C&G - ENDWALL 1.0 EA ■ C&G - MANHOLE 2.0 EA C&G - FRENCH DRAIN 36 310.0 LF ■ C&G - PIPE 210.0 LF ■ CONCRETE CLASS I - ENDWALLS 1.00 EA ■ INLETS, DT BOT, TYPE B, <10' 5.0 EA ■ INLETS, DT BOT, TYPE D, MODIFY 2.0 EA ■ INLETS, DT BOT, TYPE E, <10' 6.0 EA ■ INLETS, DT BOT, TYPE E, PARTIAL 2.0 EA ■ INLETS, BARRIER WALL, <10' 8.0 EA ■ INLETS, BARRIER WALL, >10' 1.0 EA w INLETS, BARRIER WALL, J BOT, <10' 3.0 EA ■ INLETS, BARRIER WALL, J BOT, >10' 2.0 EA ■ MANHOLES, P-7, <10' 6.0 EA ■ MANHOLES, TYPE 7, PARTIAL 2.0 EA ■ MANHOLES, J-7, <10' 1.0 EA ■ MANHOLES, J-7, >10' 2.0 EA = PIPE CULV, OPT MATL, ROUND, 18S/CD 1,379.0 LF ■ PIPE CULV, OPT MATL, ROUND, 18S/CD 144.0 LF ■ PIPE CULV, OPT MATL, ROUND, 24S/CD 793.0 LF ■ PIPE CULV, OPT MATL, ROUND, 30S/CD 28.0 LF 0 PIPE CULV, OPT MATL, ROUND, 36S/CD 20.0 LF ■ FRENCH DRAIN, 24 1,006.0 LF ■ 18 RCP CLASS IV 15.0 LF ■ 18 RCP CLASS V 34.0 LF ■ CLEAN\VIDEO PIPE (NEW PIPE ONLY) 2,269.0 LF ■ CLEAN STRUCTURES 40.0 EA ■ MOBILIZATION 24961435201 1.0 LS ■ TEMP PAVEMENT (SUBGRADE & 6 BASE) 1.0 SY ■ PULVERIZE EXISTING ASPHALT (4 MAX DEPTH) 16,685.0 SY ■ REGULAR EXCAVATION 5,887.0 CY ■ EMBANKMENT 4,885.0 CY ■ TYPE B STABILIZATION 41,101.0 SY ■ OPTIONAL BASE, BASE GROUP 06 41,101.0 SY ■ CURB TYPE E, GRADING ONLY 727.0 LF ■ CONC CURB & GUTR, F (4 LRB PAD & GRADING ONLY) 18,447.0 LF ■ VALLEY GUTTER, 2' GRADING ONLY 2,021.0 LF ■ TRAF SEP CONC, IV, 6' W (GRADING ONLY) 1.0 LF ■ MED CONC BARRIER WALL (GRADING ONLY) 1.0 LF • SIDEWALK 4 (GRADING ONLY) 8,998.0 SY ■ SIDEWALK 6 (GRADING ONLY) 2,565.0 SY Proiect Number: 033 Project Name Owner: Contractor: Contact: Address: Phone: Fax: ■ GUARDRAIL ?ROADWAY (GRADING ONLY) 1.0 ■ FENCE B, 6- STANDARD (GRADING ONLY) 1.0 • PERFORMANCE TURF,SOD, (GRADING ONLY) 5,406.0 Turnpike (HEFT) from Eureka Drive to Killian Parkway Florida Department of Transportation The de Moya Group Fabricio Cedillo 14600 SW 13611 Street Miami, FL 33186 305-987-4097 305-255-1935 Completed: April 2017 Contract Amount: $17,241.00 Contract Scope: ■ RIPRAP, SAND CEMENT LF LF SY 20 CY Project Number: 035 Project Name: West 311t Street and West 32nd Street from West 12th Ave to West 12th Ave to West 9th Avenue; West 11th Avenue and West 9th Avenue from West 301h Street to West 33Fd Street Owner: City of Hialeah Contractor: Horizon Contractors, Inc. Contact: Jose M Sanchez Address: 8175 West 32nd Ave — Bay 2 5,416.0 Hialeah, FL 33018 Phone: 305-216-8403 Fax: 305-820-0905 Completed: July 2017 Contract Amount: $580,593.75 Contract Scope: ■ CONCRETE CURB AND GUTTER TYPE F ■ CONCRETE CURB TYPE D ■ CONCRETE VALLEY GUTTER (2') ■ CONCRETE SIDEWALK (4 THICK) ■ CONCRETE SIDEWALK (6 THICK) Project Number: 036 11,777.0 LF 1,650.0 LF 1,177.0 LF 5,416.0 SY 6,267.0 SY Project Name: SR 5 (SE 210 Ave) and SR 5 (US 1/Biscayne Blvd) Owner: Florida Department of Transportation Contractor: The Stout Group, LLC (Prime) Contact: Joey Sanchez, PE Address: 10850 NW 138th Street — Bay 3 Contract Scope: Hialeah Gardens, FL 33018 Phone: 305-216-8406 Fax: 305-397-2311 Completed: December 2018 Contract Amount: $3,499,047.23 Contract Scope: ■ MOBILIZATION 41247375201 1 LS ■ MOBILIZATION 41247375202 1 LS ■ MOBILIZATION 41247395201 1 LS ■ MAINTENANCE OF TRAFFIC 41247375201 1 LS ■ MAINTENANCE OF TRAFFIC 41247375202 1 LS ■ MAINTENANCE OF TRAFFIC 41247395201 1 LS ' SPECIAL DETOUR 141247395201 1 LS ■ COMMERCIAL MATERIAL FOR TEMPORARY DRIVEWAY MAINTENANCE 38 CY ■ TRAFFIC CONTROL OFFICER 374 HR ■ WORK ZONE SIGN 13446 ED ■ BARRIER WALL, TEMPORARY, F&I, TYPE K 2166 LF ■ BARRIER WALL, TEMPORARY, RELOCATE, TYPE K 2500 LF ■ CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM, OR LCD 32492 ED ■ CHANNELIZING DEVICE, TYPE III, 6` 6042 ED ■ CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) 34100 ED • ARROW BOARD/ ADVANCE WARNING ARROW PANEL 1638 ED • TEMPORARY RETROREFLECTIVE PAVEMENT MARKER 246 EA ■ TEMPORARY CRASH CUSHION, REDIRECTIVE OPTION 32 LO ■ PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY 1160 ED ■ TEMPORARY SIGNALIZATION AND MAINTENANCE, INTERSECTION 1680 ED ■ TEMPORARY TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 1680 ED • INLET PROTECTION SYSTEM 30 EA ■ LITTER REMOVAL 33.97 AC ■ MOWING 0.18 AC • MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 41247375202 1 LS ■ MONITOR EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 41247395201 1 LS ■ MONITOR EXISTING STRUCTURES- VIBRATION MONITORING 41247395201 1 LS ■ CLEARING & GRUBBING 41247375202 1 LS ■ CLEARING & GRUBBING 41247395201 1 LS ■ REMOVAL OF EXISTING CONCRETE PAVEMENT 322 SY ■ DELIVERY OF SALVAGEABLE MATERIAL TO FDOT 41247375202 1 LS ■ DELIVERY OF SALVAGEABLE MATERIAL TO FDOT 412473952011 LS ■ REGULAR EXCAVATION 1061 CY ■ EMBANKMENT 10 CY ■ TYPE B STABILIZATION 2389 SY ■ PREPARED SOIL LAYER, FINISH SOIL LAYER, 6 149 SY ■ REWORKING LIMEROCK BASE, 6 2177 SY ■ OPTIONAL BASE, BASE GROUP 10 2211 SY ■ ASPHALTTREATED PERMEABLE BASE 20 CY ■ MILLING EXISTASPH PAVT, 2 AVG DEPTH 6210 SY ■ MILLING EXIST ASPH PAVT, 2 1/2 AVG DEPTH 7456 SY ■ SUPERPAVE ASPHALTIC CONC, TRAFFIC C 1402 TN ■ ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC -9.5, PG 76-22 876.2 TN ■ MISCELLANEOUS ASPHALT PAVEMENT 4.5 TN ■ PLAIN CEMENT CONCRETE PAVEMENT, 10 178 SY ■ PLAIN CEMENT CONCRETE PAVEMENT, 12 4 SY ■ REINFORCED CEMENT CONCRETE PAVEMENT,6 8 SY ■ CONCRETE CLASS II, CULVERTS 1 CY • CONC CLASS IV, BULKHEAD 6.3 CY ■ REINFORCING STEEL- MISCELLANEOUS 308 LB ■ REINFORCING STEEL- BULKHEAD 274 LB ■ INLETS, CURB, TYPE 9, <10' 6 EA ■ INLETS, CURB, TYPE 9, J BOT, >10' 1 EA ■ INLETS, CURB, TYPE 9, PARTIAL 1 EA ■ INLETS, CURB, TYPE 9, MODIFY 2 EA ■ INLETS, CURB. TYPE P-3, >10' 1 EA ■ INLETS, CURB, TYPE P-5, <10' 1 EA ■ INLETS, CURB, TYPE P-5, >10' 2 EA ■ INLETS, CURB, TYPE P-6, <10' 3 EA ■ INLETS, CURB, TYPE P-6, >10' 4 to ■ INLETS, CURB, TYPE J-6, <10' 1 EA ■ INLETS, CURB, TYPE J-6, >10' 1 EA ■ MANHOLES, P-7, >10' 5 EA ■ MANHOLES, P-8, <10' 1 EA ■ MANHOLES, J-7, <10' 2 EA ■ MANHOLES, J-7, >10' 6 EA ■ MANHOLES, J-8, PARTIAL 1 EA ■ DRAINAGE MANHOLES, PROJECT 412473-9-52-02, J-7 6'x 10' WITH ADDITIONAL RISER AND WALL 1 EA ■ DRAINAGE MANHOLES, PROJECT 412473-9-52-02, J-7 5'x 8.5' WITH ADDITIONAL RISER AND WALL 1 EA ■ MANHOLE, ADJUST 1 EA ■ MODIFY EXISTING DRAINAGE STRUCTURE 1 EA ■ PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 12S/CD 24 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 15S/CD 24 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18S/CD 327 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24S/CD 804 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 30S/CD 119 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 42S/CD 9 LF ■ PIPE CULVERT, OPT MATERIAL, ROUND, 48S/CD 47 LF ■ PIPE CULVERT,OPTIONAL MATE RIAL,OTHER-CLIP/ARCH, 15S/CD 37 LF ■ PIPE CULVERT,OPTIONAL MATERIAL,OTHER-ELIP/ARCH, 18S/CD 22 LF = PIPE CULVERT, OPT MATERIAL, OTHER SHAPE - ELIP/ARCH, 30S/CD 143 LF FLAP GATES, 0-24 1 EA ■ FLAP GATES, 37-48 1 EA ■ FLAP GATES, 49-60 1 EA ■ TRENCH DRAIN, STANDARD 181 LF ■ SHEET PILING STEEL, F&I PERMANENT 561 SF ■ CONCRETE CURB & GUTTER, TYPE F 1805 LF ■ CONCRETE CURB, TYPE D 36 LF ■ CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH 119 SY ■ CONCRETE SIDEWALK AND DRIVEWAYS, 4 THICK 709 SY ■ CONCRETE SIDEWALK AND DRIVEWAYS, 6 THICK 427 SY ■ PAVERS, ARCHITECTURAL, SIDEWALK 654 SY ■ DETECTABLE WARNINGS 450 SF ■ GUARDRAIL -ROADWAY, GENERAL TL -3 119 LF ■ GUARDRAIL REMOVAL 124 LF ■ GUARDRAIL END ANCHORAGE ASSEMBLY/END TREATMENT- PARALLEL 1 EA ■ CRASH CUSHION 2 EA ■ PERFORMANCE TURF, SOD 60 SY ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6 2.058 GM = PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8 0.291 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12 1745 LF • PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18 360 LF ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24 1078 LF ' PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6 WIDE 0.483 GM • PAINTED PAVEMENT MARKING, STANDARD,WHITE, 3'-9' SKIP DROP LINE AND APPROACH TO TOLL PLAZA, 12 WIDE, 0.018 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 DOTTED EXTENSION, 6 0.188 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL 17 EA ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROWS 38 EA • PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6 0.995 GM • PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR INTERCHANGE AND URBAN ISLAND, S 0.166 GM ■ PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID FOR DIAGONAL OR CHEVRON, 18 507 LF • PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/6-10 DOTTED EXTENSION, 6 0.032 GM ■ POLLUTION CONTROL STRUCTURE WITH BAFFLE AND FILTER, 6' DIAMETER, PROJECT 412473-9-52-02 1 EA ■ POLLUTION CONTROL STRUCTURE WITH BAFFLE AND FILTER, W DIAMETER, PROJECT 412473-9-52-02 1 EA ■ INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247375201 1 LS ■ INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247375202 1 LS ■ INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247395201 1 LS ■ INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247395202 1 LS ■ SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF 43 AS • SINGLE POST SIGN, F&I GROUND MOUNT, 12-20 SF 1 AS ■ SINGLE POST SIGN, RELOCATE 2 AS ■ SINGLE POST SIGN, REMOVE 17 AS ■ MULTI- POST SIGN, REMOVE 1 AS ■ SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, 51-100 SF 4 EA ■ SIGN PANEL, INSTALL, UP TO 12 SF 1 EA • SIGN PANEL, REMOVE, UP TO 12 SF 2 EA ■ SIGN PANEL, REMOVE, 101-200 SF 3 EA ■ PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ISLAND NOSE 7 SF ■ PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE 10 SF ■ PAINTED PAVEMENT MARKINGS, FINAL SURFACE 41247375201 1 LS ■ PAINTED PAVEMENT MARKINGS, FINAL SURFACE 41247395201 1 LS ■ THERMOPLASTIC, STANDARD, WHITE, SOLID, 8 FOR INTERCHANGE AND URBAN ISLAND 0.104 GM ■ THERMOPLASTIC, STANDARD, WHITE, SOLID, 12 FOR CROSSWALK AND ROUNDABOUT 775 LF ■ THERMOPLASTIC, STANDARD, WHITE, SOLID, 18 FOR DIAGONALS AND CHEVRONS 360 LF ■ THERMOPLASTIC, STANDARD, WHITE, SOLID, 24 FOR STOP LINE AND CROSSWALK 389 LF ■ THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6 0.173 GM ■ THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL 9 EA ■ THERMOPLASTIC, STANDARD, WHITE, ARROW 35 EA ■ THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18 FOR DIAGONAL OR CHEVRON 492 LF ■ THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDE LINE /6-10 DOTTED EXTENSION LINE, 6 0.002 GM • THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12 FOR CROSSWALK 777 LF ■ THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24 FOR CROSSWALK 1286 LF ■ THERMOPLASTIC, PREFORMED, WHITE, MESSAGE 9 EA • THERMOPLASTIC, PREFORMED, WHITE, ARROW 3 EA ■ THERMOPLASTIC, PREFORMED, MULTI COLOR ROUTE SHIELD 5 EA ■ THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID, 6 1.402 GM ■ THERMOPLASTIC, STANDARD -OTHER SURFACES, WHITE, SOLID, 8 0.187 GM ■ THERMOPLASTIC, OTHER SURFACES, WHITE, SKIP, 6,10-30 SKIP OR 3-9 LANE DROP 0.483 GM ■ THERMOPLASTIC, STANDARD -OTHER SURFACES WHITE, SKIP, 12- APPROACH TO TOLL PLAZA OR 3-9 LANE DROP 0.018 GM ■ THERMOPLASTIC, STANDARD -OTHER SURFACES, YELLOW, SOLID, 6 0.42 GM ■ THERMOPLASTIC, STANDARD -OTHER SURFACES, YELLOW, SOLID, 8 0.141 GM ■ CONDUIT, FURNISH & INSTALL, OPEN TRENCH 293 LF ■ CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE 450 LF ■ PULL & SPLICE BOX, F&I, 13 x 24 COVER SIZE 7 EA ■ LIGHTING CONDUCTORS, F&I, INSULATED, NO.8 - 6 3002 LF ■ LIGHT POLE COMPLETE, F&I, WIND SPEED 150, POLE - 40' 1 EA ■ LIGHT POLE COMPLETE, REMOVE 2 EA ■ LOAD CENTER, F&I, SECONDARY VOLTAGE 1 EA ■ LUMINAIRE, F&I- REPLACE EXISTING LUMINAIRE ON EXISTING POLE/ARM, ROADWAY, COBRA HEAD 3 EA • LUMINAIRE, F&I- REPLACE EXISTING LUMINAIRE ON EXISTING POLE/ARM, ROADWAY, POLE TOP 9 EA • POLE CABLE DISTRIBUTION SYSTEM, CONVENTIONAL 6 EA ■ LIGHT POLE COMPLETE- SPECIAL DESIGN, F&I, SINGLE ARM SHOULDER MOUNT, ALUMINUM, 30' 5 EA ■ LIGHT POLE COMPLETE- SPECIAL DESIGN, RELOCATE 1 EA • INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247395203 1 LS ■ CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE 1003 LF ■ SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL 1 PI • SIGNAL CABLE- REPAIR/REPLACE/OTHER, FURNISH & INSTALL 1185 LF ■ SIGNAL CABLE, REMOVE- INTERSECTION 1 PI ■ PULL & SPLICE BOX, F&1, 13 x 24 COVER SIZE 43 EA • ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR 3 AS • ELECTRICAL POWER SERVICE, REMOVE UNDERGROUND 1 AS ■ ELECTRICAL SERVICE WIRE, FURNISH & INSTALL 370 LF ■ ELECTRICAL SERVICE WIRE, REMOVE 450 LF ■ ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT 2 EA ■ ELECTRICAL SERVICE DISCONNECT, REMOVE- POLE OR CABINET TO REMAIN 1 EA ■ PRESTRESSED CONCRETE POLE, F&I, TYPE P -II SERVICE POLE 2 EA ■ ALUMINUM SIGNALS POLE, PEDESTAL 6 EA • ALUMINUM SIGNALS POLE, RELOCATE 1 EA ■ ALUMINUM SIGNALS POLE, REMOVE 1 EA • MAST ARM,F&I, WIND SPEED -150, DOUBLE ARM,W/0 LUMINAIRE, 36-60 1 EA ■ MASTARM, REMOVE SHALLOW FOUNDATION, BOLT ON ATTACHMENT 2 EA ■ TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY 8 AS ■ TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 4 SECTION, 1 WAY 2 AS • TRAFFIC SIGNAL, REMOVE- POLES TO REMAIN 2 AS ■ TRAFFIC SIGNAL, RELOCATE- INCLUDES REMOVAL AND REINSTALLATION 2 AS ■ VEHICULAR SIGNAL AUXILIARIES, REPAIR/REPLACE/RETROFIT- FURNISH & INSTALL, BACKPLATE- BLACK WITH REFLECT BORDER 2 EA ■ VEHICULAR SIGNAL AUXILLIARIES, FRAME BOX, PROJECT 412473-7-52-02 4 EA A PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY 6 AS ■ PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS 2 AS ■ PEDESTRIAN SIGNAL, REMOVE PED SIGNAL- POLE/PEDESTAL TO REMAIN 2 AS ■ LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 2 EA ■ LOOP ASSEMBLY- F&I, TYPE A 8 AS • PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD 7 EA ■ PEDESTRIAN DETECTOR, RELOCATE 1 EA ■ PEDESTRIAN DETECTOR, REMOVE- POLE/PEDESTAL TO REMAIN 5 EA ' TRAFFIC CONTROLLER ASSEMBLY, F&I, 174 1 AS ■ TRAFFIC CONTROLLER ASSEMBLY, MODIFY 5 AS ■ TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 1 AS ■ SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF 1 AS ■ SINGLE POST SIGN, REMOVE 1 AS ■ SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF 2 EA ■ SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF 9 EA ■ SIGN PANEL, REMOVE, UP TO 12 SF 5 EA ■ INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF 2 EA • INTERNALLY ILLUMINATED SIGN, RELOCATE 2 EA ■ SIGN BEACON, F&I GROUND MOUNT- AC POWERED, TWO BEACONS 1 AS ■ LANDSCAPE COMPLETE- SMALL PLANTS 41247395241 1 LS ■ LANDSCAPE COMPLETE- LARGE PLANTS 41247375202 1 LS ■ LANDSCAPE COMPLETE- LARGE PLANTS 41247395201 1 LS ■ MANHOLE, ADJUST, UTILITIES 10 EA ■ VALVE BOXES, ADJUST 26 EA ■ INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247375601 1 LS ■ INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247395601 1 LS ■ INITIAL CONTINGENCY AMOUNT, DO NOT BID 41247395602 1 LS ■ UTILITY PIPE, F&I, PVC, WATER / SEWER, 5 - 7.9 15 LF ■ UTILITY PIPE, F&I, PVC, WATER / SEWER, 8 -19.9 273 LF ■ UTILITY PIPE, F&I, DI/CI, WATER / SEWER, 8 - 19.9 25 LF ■ UTILITY PIPE,REMOVE & DISPOSE, 8-19.9 295 LF ■ UTILITY FITTINGS, F&I, DI/CI, ELBOW, 8 - 19.9 4 EA • UTILITY FITTINGS FOR PVC PIPE, FURNISH AND INSTALL, UNION, 10 1 EA ■ UTILITY STRUCTURE, BELOW GROUND, F&I, WATER/SEWER, 0 - 80 FT3, 0 - 6' 1 EA ■ UTILITY STRUCTURE, BELOW GROUND, ADJUST/MODIFY 1 EA ■ UTILITY STRUCTURE, BELOW GROUND, REMOVE&DISPOSE CONTRACTOR TAKES OWNERSHIP 1 EA ■ UTILITY FIXTURES, F&I, 8.0-19.9, TAPPING SADDLE/SLEEVE 2 EA ■ LIFT STATION, SANITARY SEWER 1 EA EQUIP TYPE EQUIP CODE YEAR MAKE MODEL SERIAL NUMBER Air Compressor AC-001 2006 Sullair 5185 200601110025 Cement Truck CT-001 2023 Mack C60 Dozer D-001 2016 Caterpillar D5K2LGP KY200678 Dump Truck DT-001 1995 Mack CH612 1M1AA19Y2SW007600 Dump Truck DT-002 2013 Mack GU713 1M2AX04Y4DM015854 Dump Truck DT-003 2013 Mack GU713 1M2AX04Y1DM015858 Excavator E-002 2015 Caterpillar 335FLCR KNE00410 Excavator E-003 2015 Komatsu PC490LC-11 KMTPC251KFWA41139 Excavator - MINI E-004 2014 Caterpillar 308E2CR FJX00265 Excavator E-005 2022 Caterpillar 308 GG806078 Forklift FL-001 TCM FG25N2ST A21F25207 Loader L-001 2015 Volvo L70G L70G-614526 Loader L-002 2016 Volvo L70H 1-701-1622396 Mobile Excavator ME-001 2002 Gradall XL3100 *03133315 Paver PAV-002 2010 Mauldin 1750C 402J75TJ56Y202402 Paver PAV-003 2019 Caterpillar AP555F AP500278 Pickup P-001 2005 Ford F250 1FTSX21555EA58674 Pickup P-002 2006 Ford F250 1FDNF20526EA79500 Pickup P-003 2015 Chevrolet Silverado 2500 1GCIKWE86FF197455 Pickup P-004 2009 Chevrolet 3500 HD CREW CAB 1GCJC73689F178382 Pickup P-005 2013 jChevrolet 3500 HD FLATBED 1GB3CZC88DF179096 Pickup P-006 2009 Chevrolet 3500 HD FLATBED 1GBJC74659E131545 Pickup P-007 2020 GMC SIERRA 1500 1GTU9EET9LZ261845 Pickup P-008 2022 FORD Roller R-001 1998 Caterpillar CB-214C 9XK00876 Roller R-002 2012 Caterpillar CB64 CATOCB64PDJM00359 Roller R-003 2008 ICaterpillar CB22 22000120 Roller R-004 2012 Caterpillar CB-434D CATCB434ECNH01302 Roller R-005 2014 Caterpillar C554B L4HO0434 Roller R-006 2019 Caterpillar C836B M3600293 Skid Steer SS-001 2015 Caterpillar 272DXHP ETLO0553 Skid Steer SS-001A 2015 Caterpillar CATBA118C CEPILLO Skid Steer SS-002 2020 Caterpillar 229D3XE BX901095 Skid Steere SS-003 2022 ICaterpillar 299D3XE EQ102161 Soil Stabilizer SOIL-001 1995 CMI R5425 4x4x4 526147 Street Heater SH-001 2021 Street Heater SR120 Street Sweeper STSW-001 2009 Johnston Conti Street Sweeper 1J9VM4LF19C172071 Silo CT-200 LP 2022 Tack Sprayer T-001 2016 Mauldin MT300 EQ0050842 Trailer TR-001 2014 1 Big Tex 14ET-18 16VEX1829E3055053 Trailer TR-002 2015 ICarolina Trailer 25TNPaver Trailer 1C9DP2827G1804034 Trailer TR-003 2015 Carry-On Trailer 5X8 4YMUL0812FG063202 Trailer TR-004 2020 Asphalt Straightedge NOVIN0201311849 Trailer TR-005 2021 Diamond C/Road Clipper 46UFU3025M1236068 Truck TK-001 2006 Ford F750 XL Reel Truck 3FRXF75P26V347652 Truck TK-002 1987 Ford 1-8000 FUEL&LUBE Truck 1FDYR82A5HVA21899 Truck TK-003 2011 Ford F450 XL Mechanics TK 1FDOX4GT3BEA92211 Truck - MOT / Old STSW TK-004 2002 1 Sterling SC8000 49HAADBV52DK27440 Truck TK-005 2022 Isuzu Truck TK-006 2022 Isuzu Truck- Tack TT-001 2020 Kenworth Entyre Centennial 2NKHHM7XXLM420599 Van V-001 2017 Chevrolet EXPRESS 1GCWGAFFXH1139095 Van V-002 2017 Chevrolet EXPRESS 1GCWGAFF9H1115855 Van V-003 1 2018 jHonda ODYSSEY 5FNRLGH9XJB017928 Water Truck WT-001 2000 Sterling L8513 - 2250 Gallon 2FWWMJBAOYAF29252 Water Truck WT-0021999 Sterling A9513 - 2000 Gallon 2FWWJWDBIXAB94044 Ron DeSantis, Governor Melanie S. Griffin, Secretary dbrw a -_ 10-16 r STATE OF FLORIDA Wu DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE UNDERGROUND UTILITY & EXCAVATION CO HEREIN IS CERTIFIED UNDER THE 1 j � 1 � � jai -...r i, � ■ .r SANCHEZ, JOSE MARIA III THE STOUT GROUP, LLC 108.50 NW 138TH STREET BAY #3 HIALEAH GARDENS FL 33018 LICENSE NUMBER: CUC1224022 EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridal-icense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. %.;. '••0 0 Ron DeSantis, Governor STATE OF FLORIDA Melanie S. Griffin, Secretary DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY. LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489; FLORID_ A STATUTES SANCHEZ, JOSE MARIA III THE STOUT GROUP, LLC 10850 NW 138TH STREET BAY #3 HIALEAH GARDENS FL 33018 LICENSE. NUMBER: CGC1507974 EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridal-icense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. ir Owls ED M v sZO x c� Cc: 0 03 tM Z 2 C Z C0 E � �1 iV 4 M v6aCl1� nc-gJi� tO <n Q CA �i m v Local Business Tax Receipt Miami—Dade County, State of Florida 7HI5 tS NOTA BELL - DO NOT PAY 7225032 ]RUSRIESSdA[fAEjt MAOH RravT no. THE STOUT GROUP LLC RENEWAL 10850 NW 138TH ST UNTIE 3 7509766 HIALEAH GARDENS FL 3301 8-1 162 $1 _V law E, C v e CA -6 M MEX CIS -0 �m �T (DD y 'm m m LBT-/ EXPIRES SEPTEMBER 30, 2023 Dust be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 O WNE$ W. TYPE OF BUSINM YAEEfir REEENEO THE STOUT GROUP LLC '196 GENERAL ENGINEERING C0NTRACT0C;.00LL(CT01 C/O K9 M SANCHEZ E11400317 $15.00 09/06/2022 Worker(s) 1 INT -22-406189 This Local BusinessTax Raceiptonty confirms paymest of the Looai Business Tax The Recelptis nuts licsnse, permit,wacattiticationdthe War's gsai'tiitabons,todobusiness. Holder must compiywith any 9-wemmelfa1 or nosgovernmestal r�uEatary faros asd ragsiram sots whteh apply is the hasisess. The RECEIPT NO. above most be displayed an all commercialvehicies - Miami -Dade Crde Set: Sa-TA. Formors informattasrvisit Ayyialatnidade.scvjtaxcalt-tor