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Home My WebLink AboutThe Stout GroupTHE STOUT GROUP, LLC. Project Name: UTILITY UNDERGROUNDING FOR GOLDEN SHORES Solicitation No: Bid No. 21-08-01 Tuesday, September 28th, 2021 at 2:00pm 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 THE STOUT GROUP, LLC. 1 COMPANY INFORMATION UNDERGROUND i SITEWORK I EARTHWORKS 1 PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452,1481 - F: 305.397.2311 THE STOUT GROUP LLC. COMPANY INFORMATION • Name of Agency: The Stout Group, LLC. • Web Site Address: www.thestautgroup.com • Entity Business Structure: Limited Liability Company (LLC). • Date Founded: May 2012. • Contact Information: Phone dumber: 786.452.1481 Location: 10850 NW 138th ST Bay 3, Hialeah Gardens, FL 33018. Email Address: 'sanchez(@thestoutgroup.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 Sanchez 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 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDNYYY) 0912712021 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 IS WAIVED, subjectto 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). coNTAcr Alain Bencomo PRODUCER NAME: PHONE 305 630 4777 Fax (305) 279.3022 Gil, Garden, Avetrani Insurance Group arc No Ext : ( ) A/C, No): 10689 N. Kendall Drive THIS IS TO CERTIFYTHATTHE POLICIES TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ADORess: abencomo@ggaig.com CERTIFICATE MAYBE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSURER(S) AFFORDING COVERAGE NAiC N Suite 208 DAMAGE ENT PREMISES Ea occurrence INSURERA: INSURER 13: XL Insurance ofAmerica Greenwich Insurance Company 24554 22322 Miami INSURED The Stout Group LLC FL 33176 INSURER C. National Union Fire Insurance Cc of PA 19445 INSURER D : Wesco insurance Company 25011 10650 NW 138TH Street Bay #3 1,000,040 INSURER E, Federal Insurance Co. 20281 Hialeah Gardens FL 3301$ 1 INSURER F COVERAGES CERTIFICATE NUMBER: CL2171418013 REVISION NUMBER: OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMEDABOVE FOR THE POLICY PERIOD THIS IS TO CERTIFYTHATTHE POLICIES TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS INDICATED. NOTWITHSTANDING ANY REQUIREMENT, PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CERTIFICATE MAYBE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMfDDr1'YYY MMfDDNYYY X COMMERCIALGENERALLIABILITY EACH OCCURRENCE $ 1,000,040 DAMAGE ENT PREMISES Ea occurrence $ 100,000 CLAIMS -MADE OCCUR 10,000 MED EXP (Any one person) $ A NGL -1000327-02 07/14/2021 07/1412022 PERSONAL aADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS _ PRO- LOC POLICY 2,000,000 $ Employee BenetiOPAGG JECT ts 1,000,040 OTHER COMBINED SINGLE LIMIT $ 1,000,000 AUTOMOBILE LABILITY Ea accident X ANYAUTO BODILY INJURY (Per person) $ B OWNED SCHEDULED NBA -1000328-02 07114/2021 47114/2022 BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS PROPERTY DAMAGUOEE HIRED NON -OWNED Per accidentAUTOS ONLY AUTOS ONLY UMBRELLA LIAB X OCCUR EACH OCCURRENCEXCESS LIAR BE082149415 07114/2021 07/14/2022 AGGREGATECLASMS-MADEDED RETENTION $ v WORKERS COMPENSATION X STATUTE AND EMPLOYERS' LIABILITY YIN E.L. EACH ACCIDENT 1,000,000 $ ANY PROPRIETORIPARTNER/EXECUTiVE N NIA TWC4004280 07/14/2021 07/14/2022 D EXCLUDED? 1'000'000 OFFICEFWEMBER EL. DISEASE- EA EMPLOYEE (Mandatory in NH) $ 1'000.000 If yes, describe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS below Equipment Limit 2,456,152 Inland Marine 45468715 0711412021 07/14/2022 E DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached it more space Is required) BID -21-08-01. THE CITY OF SUNNY ISLES BEACH, CONTRACT NUMBERAND TITLE MUSTAPPEAR ON EACH CERTIFICATE OF INSURANCE. THE CITY OF SUNNY ISLES BEACH MUST BE SHOWN AS AN ADDITIONAL INSURED WITH RESPECT TO THIS COVERAGE, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City Of Sunny Isles Beach 18070 Collins Avenue AUTHORIZED REPRESENTATIVE Sunny Isles Beach, FL 33160 e�/' O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 j2016103) The ACORD name and logo are registered marks of ACORD 3/23/2021 Detail by Entity Name DIvjsjoI,i OF: CORPORATIONS - M Divx; o! I aj �/.0 CIS p ip an gfh1-'d/,f%!rN'frlrt i:!e�'lff• DeRartment of Stai2 I Divisian of Corporations I Search Reco s f Sea cC h by Entity Name 1 Detail by Entity Name Florida Limited Liability Company THE STOUT GROUP, LLC Filing Information Document Number L12000069574 FEIIEIN Number 45-5312119 Date Filed 05/23/2012 Effective Date 05/18/2012 State FL Status ACTIVE rin ipal Address 10850 NW 138 STREET BAY #3 HIALEAH GARDENS, FL 33018 Changed: 01/08/2015 Mailing AddMss 10850 NW 138 STREET BAY #3 HIALEAH GARDENS, FL 33018 Changed: 01108/2015 Registered Agent a & dre s Sanchez, Jose M, III 10850 NW 138 STREET BAY #3 HIALEAH GARDENS, FL 33018 Name Changed: 02/17/2013 Address Changed: 01/08/2015 utho rlzed er on{s) De it Name & Address Title Authorized Member Zuluaga, Yvette 10850 NW 138 STREET BAY #3 HIALEAH GARDENS, FL 33018 Title Manager I 112 search.sunbiz.orglInquiry/CorporalionSearchtSearchResultDetEii?inqui"pe=EntityName&directionType=lnitiai&searchNameOrder=STOUTGROUP ... 3/23/2021 Sanchez, Jose M, 111 10850 NW 138 STREET BAY #3 HIALEAH GARDENS, FL 33018 AnnualReports Report Year Filed Date 2019 04/01/2019 2020 01/15/2020 2021 01/11/2021 Document Imaggs 01/1112021 —ANNUAL RE OR 011,1512020 —AhINUAL REPORT 0410112019 --ANN ALREPORT 04109/2018 -- NNU LREPOR 01/1712017—ANNUM REPORT 0112612016 — ANNUAL REPORT 01/0812015 — ANNUAL REPORT 05!19!201 -- AM NDEQ ANNUAL REPORT 02/17/2014 -- ANNUAL REPS 1010212013 — AMENDED ANNUAL REPORT 09/1612013 --AMENDED ANNUAL REPORT 02/1712013 — ANNUAL REPORT 05/23/2012 — Florida Li ited Liab'l'ty Detail by Entity Name View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format E View image in PDF format 1 FICTIda Oepamme,'t e` 50ta, `i CnrPmrat'n" search.sunbiz,orgllnquirylCorporation5earchlSearchResultDetail?inquirytype=EntityName&directionType=lnitial&searchNameOrder-STOUTGROUP ... 212 5 THE STOUT' GROUP, LLC. i QUALIFICATIONS UNDERGROUND I SITEWORK 1 EARTHWORKS 1 PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33016 - O: 786.452.1481 - F: 305.397.2311 JOSE M. SANCHEZ III, P.E. Jose M Sanchez III, 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 ■ Watermain Installation • Force Main/ Pump Stations ■ Highway Construction ■ Street Lighting Construction ■ Drainage Installation ■ Bridge Deck and Pilling Install ■ Structural Work ■ Asphalt and Concrete Paving ■ 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 laid. FAX (305 397-2311 ■ JSANCHEZ@THESTOUTGROUP.COM 19290 NW 87 PLACE = MIAMI, FL 33018 9 PHONE (305) 216-8406 Sample Projects (Completed ) Project 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 112th Ave ■ Excavation Hialeah Gardens, FL 33018 Phone: 305-827-4545 Fax: 305-827-4547 Completed: March 2014 Horizon Contractors, Inc. Contract Amount: $495,000 Xavier Salvat, PE Contract Scope: 8175 West 32nd Ave — Suite 2 ■ 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 V1—Storm Water Improvements Owner: Village of EI Portal 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: April 2014 Contract Amount: $35,000 Contract Scope: ■ Solid Pipe (Various Diameters) 190 LF ■ Drainage Structure 2 EA ■ Asphalt o 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 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: E6H34 - 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 Proiect 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 Project 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 26th Rd 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: 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 Project Number: 009 Project Name: PAMM Footing Installation Owner: Perez Art Museum Miami (PAMM) 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: January 2015 Contract Amount: $29,200 Contract Scope: ■ Class I —Structural Concrete 50 CY Project Number: 014 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 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 Proiect 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 138th Street — Bay 3 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 1 LS ■ Limerock (Finish Grade) 2,722 SY Project Number: 015 Project Name: 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 32nd 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 Project 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 32nd 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 Project 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 2411 Street Road Miami, FL 33142 Phone: 786-804-6252 Completed: Scheduled to Complete February 2018 Contract Amount: $ 932,749 Contract Scope: ■ F&l PERMANENT SAMPLE 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 Q 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: Dominick Menendez Contact: Xavier Salvat, PE Hialeah, FL 33010 Address: 8175 West 32nd Ave Fax: 305-888-7081 Completed: Hialeah, FL 33018 Phone: 305-345-7816 Fax: 305-820-0905 Completed: Scheduled for December 2016 Contract Amount: $3,489,368 Contract Scope: ■ 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 18th 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 Proiect 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 Phone: Suite 207 Fax: 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 ■ Su perpave -Traffic Level C-9.5 1 LS Proiect Number: 021 Project Name: Emergency Asphalt Repair at the Downtown Mover (TPSS) Owner: Miami Dade Transit Contact: Nury Perez Address: 6601 NW 72nd Ave Contact: 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: 11.1 NW 15t 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 ED ■ ADVANCE WARNING ARROW PANEL 1050.0 ED ■ Sediment Barrier 600.0 LF ■ Inlet Protection System 91.0 EA ■ CLEARING AND GRUBBING 1.0 LS ■ RE -GRADE EXISTING SWALE 140.0 SY ■ FLOWABLE FILL 28.0 CY ■ BACKFILL EXISTING TRENCH WITH SELECT FILL 278.0 CY ■ MILLING -1" Depth 4878.0 SY ■ ROADWAY PAVEMENT RESTORATION 2524.0 SY ■ INLET PAVEMENT 393.0 SY ■ Hot Mix Asphalt, Traffic C, SP -9.5 555.0 TN ■ Driveway Pavement -Asphalt 100.0 SY ■ Driveway Pavement -Concrete 20.0 SY ■ CLASS I CONCRETE 30.0 CY ■ SWALE INLET TYPE D-3 (36"Dia.) 37.0 EA ■ SWALE INLET TYPE D-3 (36"X36") 17.0 EA ■ SWALE INLET TYPE D-1(17" X 27") (< 10` Deep) 14.0 EA ■ SWALE INLET TYPE P -10M 14.0 EA ■ SWALE INLET TYPE J-10 1.0 EA ■ POLLUTION RETARDANT BAFFLE 3.0 EA ■ MANHOLE (Type P -7T) 30.0 EA ■ CORE AND TIE TO EXIST. DRAINAGE 9.0 EA ■ MODIFY STRUCTURE- 17.0 EA ■ DESILT PIPE (0 TO 48") 1000.0 LF ■ Desilting Drainage Structure 12.0 EA ■ Pipe Culvert 15" Diameter (Round) 1541.0 LF ■ Pipe Culvert 18" Diameter (Round) 410.0 LF ■ French Drain (18" diameter pipe, 10 ft bls) 3445.0 LF ■ French Drain (18" diameter pipe, 15 ft bls) 380.0 LF • French Drain (18" diameter pipe, 20 ft. BLS) 550.0 LF ■ CONCRETE SIDEWALK [4" THICK,) 463.0 SY ■ CONCRETE SIDEWALK (6" Thick) 110.0 SY w DETECTABLE SURFACE 94.0 SF ■ RIP RAP (SAND CEMENT) 17.0 CY ■ SODDING -St Augustine 12520.0 SY ■ REFLECTIVE PAVEMENT MARKERS 25.0 EA ■ THERMOPLASTIC (White) (Solid) (12") 54.0 LF ■ THERMOPLASTIC (White) (Solid) (24") 200.0 LF ■ THERMOPLASTIC (Yellow) (Solid) (6") 450.0 LF Proiect Number: 024 Project Name: Owner: Contractor: Contact: Address: Phone: Fax: Joseph Caleb Center New Parking Garage Miami Dade County ABC Construction, Inc. Jorge Gonzalez 7215 NW 7th Street Miami, FL 33126 305-663-0322 305-267-2403 Completed: April 2017 Contract Amount: $196,514.26 Contract Scope: ■ Milling Existing Asphalt (1" AVG) 7505 SY ■ Superpave -Traffic Level C-9.5 489 TN ■ Friction Course -Traffic Level C-9.5 396 TN Proiect Number: 025 Project Name: SR 953 — Lejeune Rd from Almeria Ave to Majorca Ave 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 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, 11, DI, VP, DRUM, OR LCD 5900 ED ■ CHANNELIZING DEVICE, TYPE 111, 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 LS ■ 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 ❑.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 Proiect Number: 026 Project Name: 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 -II SERVICE POLE 1 EA ■ PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL- 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-150,5INGLE ARM,W/0 LUMINAIRE-46 2 EA ■ MAST ARM, REMOVE SHALLOW FOUNDATION, BOLTON 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&I, 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 I, il, 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 £A ■ 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 CU LVE RT, 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 MATERIAL,OTHER-FLIP/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, 6THICK 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 POST SIGN, 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 ■ 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 —1100 100th Street -- Bay Harbor Island, FL Owner: Thornton Construction Contractor: Thornton Construction Contact: Anthony Pasqualone Address: 4300 Biscayne Blvd — Suite 207 Contract Scope: Miami, FL 33137 Phone: 305-649-1995 Fax: 305-649-1295 Completed: December 2016 Central Florida Equipment Rentals, Inc. (Prime) Contact: Contract Amount: $34,841.25 Address: 9030 NW 97th Terrace Contract Scope: Medley, FL 33178 Phone: ■ MOBILIZATION 1 LS • SITE CLEARING & GRUBBING 0.45 ACRE ■ SILT FENCE 560 LF ■ SUBSOIL EXCAVATION 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 97th Terrace Contract Scope: 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 z 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 INLET TYPE 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 96th Street and SW 157th Ave) Owner: Howard Hughes Corp. Contractor: Brightview Landscape Development Contact: Ariel Caballero Address: 4155 East Mowry Dr. 1.00 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 (4 THK 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: Contractor: Contact: Address: Phone: Completed Ballpark of the Palm Beaches Palm Beach County Brightview Landscape Development Ariel Caballero 4155 East Mowry Dr. Homestead, FL 33033 305-986-2249 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 Project Number: 031 Project Name: SR -823 NW 571h Ave Owner: Florida Department of Transportation Contractor: Central Florida Equipment Rentals, Inc. (Prime) Contact: Ana Depriest Address: 9030 NW 97th Terrace Medley, FL 33178 Phone: 305-345-9039 Fax: 305-887-7804 Completed: Contract Amount: Contract Scope: February 2017 $11,912.00 FINISH GRADE WORK Project Number: 032 Project Name: SR 874 Project Owner: MDX — Miami Dade Expressway Authority 1 LS Contractor: The de Moya Group Contact: Fabricio Cedillo Address: 14600 SW 1361h 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 ■ 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 ■ 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 ■ MI=D CONC BARRIER WALL (GRADING ONLY) 1.0 LF ■ SIDEWALK 4 (GRADING ONLY) 8,998.0 SY ■ SIDEWALK 6 (GRADING ONLY) 2,565.0 SY ■ GUARDRAIL ?ROADWAY (GRADING ONLY) 1.0 LF ■ FENCE B, 6' STANDARD (GRADING ONLY) 1.0 LF ■ PERFORMANCE TURF,SOD, (GRADING ONLY) 5,406.0 SY Proiect Number: 033 Project Name: Turnpike (HEFT) from Eureka Drive to Killian Parkway Owner: Florida Department of Transportation Contractor: The de Moya Group Contact: Fabricio Cediilo Address: 14600 SW 136th Street Miami, FL 33186 Phone: 305-987-4097 Fax: 305-255-1935 Completed: April 2017 Contract Amount: $17,241.00 Contract Scope: Contract Amount: $580,593.75 ■ RIPRAP, SAND CEMENT 20 CY Pro'ect Number: 035 Project Name: West 311t Street and West 32nd Street from West 1211 Ave to West 12th Ave to West 9th Avenue; West 11th Avenue and West 9th Avenue from West 3011 Street to West 33`d Street Owner: City of Hialeah Contractor: Horizon Contractors, Inc. Contact: Jose M Sanchez Address: 8175 West 32nd Ave — Bay 2 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 11,777.0 LF ■ CONCRETE CURB TYPE D 1,650.0 LF ■ CONCRETE VALLEY GUTTER (2') 1,177.0 LF ■ CONCRETE SIDEWALK (4 THICK) 5,416.0 SY ■ CONCRETE SIDEWALK (6 THICK) 6,267.0 SY Pro'ect Number: 036 Project Name: SR 5 (SE 2nd 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 138t" Street — Bay 3 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, 11, 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 ■ ASPHALT TREATED PERMEABLE BASE 20 CY ■ MILLING EXIST ASPH 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 EA ■ 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 MATERIAL,OTHER-ELIP/ARCH, 15S/CD 37 LF ■ PIPE CULVERT,OPTIONAL MATE RIAL,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 CROSSWALKAND 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, T-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, 8 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, 8- 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 POSTSIGN, 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 1 I ■ 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 G M ■ 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' S 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&I, 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 ■ MAST ARM, 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 ■ PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY ■ SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF 6 AS ■ PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF 2 AS ■ PEDESTRIAN SIGNAL, REMOVE PED SIGNAL- POLE/PEDESTAL TO REMAIN EA 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/PEDESTALTO REMAIN SIGN BEACON, F&I GROUND MOUNT -AC POWERED, TWO BEACONS 5 EA ■ TRAFFIC CONTROLLER ASSEMBLY, F&I, 170 1 AS ■ TRAFFIC CONTROLLER ASSEMBLY, MODIFY 5 AS ■ TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET LANDSCAPE COMPLETE- LARGE PLANTS 41247375202 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 T012 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 41247395201 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 Z EA ■ LIFT STATION, SANITARY SEWER 1 EA 5 THE STOUT GROUP, I.I.C. 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 North 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 I EARTHWORKS I PAVING 10850 NW 138th Street_ Bay #3 - Hialeah Gardens, FL 33018 - 0-1786.452.1481 - F: 385.397.2311 t THE STOUT GROUP,11C. 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 Z2az, P.E Manager UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, day 43 - Hialeah Gardens; FL 33018 - 0: 786.452.1481 - F: 305.397.2311 THE STOUT CROUP, LLC. EQUIPMENT EQUIP TYPE MA1NT. CODE EQUIP CODE YEAR MAKE MODEL SERIAL NUMBER Air Compressor 51807 AC -001 2006 Sullair 5185 200601110025 Curb Machine 51832 CM -001 Miller Formless M1000 attachment: PWC00238 Dozer 51850 D-001 2016 Caterpillar D5K2LGP KY200678 Dump Truck 51815 DT -001 1995 Mack CH612 1MIAA19Y2SW007600 Excavator 51833 E-002 2015 lCaterpillar 335FLCR KNF00410 Excavator 51838 E-003 2015 IKornatsu PC490LC-11 KMTPC251KYWA41139 Excavator - MINI 51849 E-004 2014 Caterpillar 30$E2CR FJX00265 Forklift 51822 FL -001 TCM FG25N2ST A21F25207 Loader 51816 L-001 2015 Volvo L70G L70G-614526 Loader 51820 L-002 2016 Volvo L70H 1-70H622396 Mobile Excavator 51823 ME -001 2002 Gradall XL3100 *03133315 Paver 51806 PAV-001 2002 Imauldin 1750 C Crawler 1031 Paver 51840 PAV-002 2010 IMauldin 17500 402J75TJS6Y202402 Paver 51845 PAV-O03 2019 ICaterpillar AP555F AP500278 Pickup 51801 P-001 2005 lFord F250 1FTSX2155SEA58674 Pickup 51802 P-002 2006 lFord F250 1FDNF20526EA79500 Pickup 51804 P-003 2015 Chevrolet Silverado 2500 IGClKWE86FF197455 Pickup 51825 P-004 2009 Chevrolet 3500 HD CREW CAB 1GGC73689F178382 Pickup 51826 P-OOS 2013 Chevrolet 3500 HD FLATBED 1G63CZC88DF179096 Pickup 51827 P-006 2009 Chevrolet 3500 HD FLATBED 1GBJC74659E131545 Pickup 51842 P-007 2020 GMC SIERRA 1500 1GTU9EET9LZ261845 Roller 51808 R-001 1998 Caterpillar CB -214C 9XK00876 Roller 51839 R-002 2012 Caterpillar CB64 CATOCB64PDJM00359 Roller 51841. R-003 2008 Caterpillar CR22 22000120 Roller 51846 R-004 2012 lCaterpillar CB -4340 CATCB434ECNH01302 Roller 51848 1 R-005 2014 Caterpillar C55413 1-41-100434 Skid Steer 51809 SS -001 2015 Caterpillar 272DXHP ETL00553 Skid Steer 51809 SS -001A 2015 Caterpillar CATBA118C CEPILLO Skid Steer 51842 SS -002 2020 Caterpillar 229D3XE 8X901095 Soil Stabilizer 51835 SOIL -001 1995 CMI RS425 4x4x4 526147 Street Sweeper 51847 STSW-001 2009 Johnston Conti Street Sweeper 1J9VM4LF19C172071 Tack Sprayer 51819 T-001 2016 Mauldin MT300 EQ0050842 Trailer 51803 TR -001 2014 Big Tex 14ET-18 16VEX1829E3055053 Trailer 51810 TR -002 2015 Carolina Trailer 25TN Paver Trailer 1C9DP2827G1804034 Trailer 51812 TR -003 2015 Carry -On Trailer 5X8 G 4YMUL0812FG063202 Trailer 51853 TR -004 2020 1 Asphalt Straightedge NOVIN0201311849 Truck 51813 TK -001 2006 Ford F750 XL Reel Truck 3FRXF75P26V347652 Truck 51814 TK -002 1987 Ford L8000 FUEL&LUBE Truck 1FDYR82A5HVA21899 Truck 51844 TK -003 2011 Ford F450 XL Mechanics TK 1FDOX4GT3BEA92211 Truck - MOT Old STSW 51834 TK -004 2002 Sterling 808004 49HAADBV52DK27440 Truck -Tack 51852 TT -001 2020 Kenworth Entyre Centennial 2NKHHM7XXLM420599 Van 51829 V-401 2017 Chevrolet EXPRESS JGCWGAFFXH1139095 Van 51830 V-002 2017 Chevrolet EXPRESS 1GCWGAFF9H1115855 Van 51831 V-003 2018 Honda ODYSSEY 5FNRL6H9XJB017928 Water Truck 51805 WT -001 2000 Sterling L8513 - 2250 Gallon 2FWWMJBAOYAF29252 Water Truck 51818 WT -002 1999 Sterling A9513-2000 Gallon 2FWWJWDBIXAB94044 FDOT Florida Department o, f Transportation RON DESANTCS 605 Suwannee Street KEVIN J. P.E. SECRETARY GOVERNOR Tallahassee, FL 32399-0450 May 28, 2021 THE STOUT GROUP LLC 10650 NW 138TH STREET MIAMI, FLORIDA 33018 RE: CERTIFICATE OF QUALIFICATION Dear Sir/Madam: The Department of Transportation has qualified your company for the type of work indicated below. Unless your company is notified otherwise, this Certificate of Qualification will expire 6/30/2022. However, the new application is due 4/30/2022. In accordance with 5.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If your company's maximum capacity has been revised, you can access it by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdOtwPl.dot-state.fl.us/ContractorPreQualification/ Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. FDOT APPROVEt) WORK CLASSES: DRAINAGE, FLEXIBLE PAVING, GRADING, HOT PLANT -MIXED BTTUM. COURSES, PAVEMENT MARKING, ROADWAY SIGNING, SIDEWALK, LIFT STATION, UNDERGROUND UTILITIES - WATER AND SEWER You may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to section 14-22.0041(3), Florida Administrative Code (F.A.C.), by accessing your most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. Sincerely, Alan Autry, Manager Contracts Administration office AA:cg Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov Halsey Beshears, Secretary Ron DeSantis, Governor dbjDr�: s; r; STATE OF FLORIDA { FC ~' WE DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION i CONSTRUCTION INDUSTRY LICENSING BOARD THE UNDERGROUND UTILITY & EXCAVATION CO HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES SAN CHEZ, JOSE MARIA III THE STOUT GROUP, LLC } 10850 NW 138TH STREET _ BAY #3 HIALEAH GARDENS FL 33018 LICENSE NUMBER: CUC1224022 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com 0 0 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. Ron DeSantis, Governor Halsey Beshears, Secretary Florida Dr<'. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES SANCHEZ, JOSE MARIA III THE STOUT GROUP, LLC41 10850 NW 138TH STREET BAY #3 HIALEAH GARDENS FL 33018 LICENSE NUMBER: CGC1507974 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridal-icense.com Do not alter this document in any form. a . This is your license. It is unlawful for anyone other than the licensee to use this document. Ron De5antis, Governor STATE OF FLORIDA WS BOARD OF PROFESSIONAL ENGINEERS FBPE� ! FLORIQABOARD THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES SANCHEZ, JOSE MARIA III 10850 NW 138 STREET BAY #3 HIALEAH GARDENS FL 33018 LICENSE NUMBER: PE67764 DCPIRATION DATE: FEBRUARY 28, 2023 Always verify licenses online at MyRoridal-icensexorn Do not alter this document in any form. OF PROFESSIOPLIL E3VGIMEERS This is your license. It is unlawful for anyone other than the licensee to use this document. Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, 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. Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter. or security number Under penalties of perjury, 1 certify that: 1. The number shown on this form is my correct taxpayer identification number (or 1 am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I 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 l 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 retum. 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 ORA), and generally, payments other than interest and dividends, you � ct required to sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. ar9nI Signature of Here U.S. person ► 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.gov1FormW9. 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 (ITIN), 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. e Form 1099 -INT (interest earned or paid) Data ► 09/28/2021 e Form 1099 -DIV (dividends, including those from stocks or mutual funds) e Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) e Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) e Form 1099-S (proceeds from real estate transactions) e Form 1099-K (merchant card and third party network transactions) e Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) e Form 1099-C (canceled debt) e 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 Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231X Form w -s (Rev. 10-2018) Request for Taxpayer Give Form to the Form Identification Number and Certification requester. Do not (Rev. October 2018) send to the IRS. Department of the Treasury Internal Revenue Service ► Go to www.1rs goo1FormW9 for instructions and the latest information. 1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank. The Stout Group, LLC 2 Business name/disregarded entity name, if different from above 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 certain entities, not individuals; see iy following seven boxes. instructions on page 3): u o ❑ Individual/sole proprietor or ❑ C Corporation ❑ S Corporation ❑ Partnership ElTrust/estate (a single -member LLC Exempt payee code Cif any) CL a ❑✓ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ► S p Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check LLC is Exemption from FATCA reporting = H LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the the for U.S. federal tax purposes. Otherwise, a single -member LLC that code (if any) M CL V another LLC that is not disregarded from owner is disregarded from the owner should check the appropriate box for the tax classification of its owner. V F1 Other (see instructions) ► (Apples taacnonnts mainrah ed —Wde Cie U.S.) N 5 Address (number, street, and apt. or suite no,) See instructions. Requester's name and address (optional) rn 10850 NW 13B5t, Bay # 3 6 City, state, and ZIP code Hialeah Gardens, Florida 33018 7 List account numbers) here (optional] Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, 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. Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter. or security number Under penalties of perjury, 1 certify that: 1. The number shown on this form is my correct taxpayer identification number (or 1 am waiting for a number to be issued to me); and 2. 1 am not subject to backup withholding because: (a) I 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 l 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 retum. 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 ORA), and generally, payments other than interest and dividends, you � ct required to sign the certification, but you must provide your correct TIN. See the instructions for Part 11, later. ar9nI Signature of Here U.S. person ► 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.gov1FormW9. 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 (ITIN), 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. e Form 1099 -INT (interest earned or paid) Data ► 09/28/2021 e Form 1099 -DIV (dividends, including those from stocks or mutual funds) e Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) e Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) e Form 1099-S (proceeds from real estate transactions) e Form 1099-K (merchant card and third party network transactions) e Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) e Form 1099-C (canceled debt) e 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 Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231X Form w -s (Rev. 10-2018) m J T '400 Ca v o C X CD O C Z W8 ca H �a O� �Uz ■ w- Q} [Tl 0 co Cc CJ O N .■.i w m a c � a N n �pp 6 N N 00 \ C3 dl CAM■ C11 cc Q Q Wi r+1 p�p m U k L"Co s ?LU 2" � w I 're Cf f... LLl ar °i7In .c U ,ti a a Q il a '6W` Lr5 l— W CO) Z � O V ZN 0 LLLCOD Z 6 x a Lo LU z 1- � Vf LO C7 5z M W LUN z 23 yO�w0 m FW = m Q N ■ D 2 LU O L � N C n F Nyl LLo s: J it cr n V' acC CO N (D a M U dS f+i © a c) w = rn s= R Q p7 iv L1.,NN U NJ I CL X5c a il a '6W` Lr5 l— x :DZ z F pip i� 1 z r A ouM� ZN LLLCOD C 6 x V Z O 1- � Vf LO cn Gl L1J co ;i w "' z 23 yO�w0 m FW = 0 �— O LU z 2 LU an LU 003058 m J CL 23 cc 00 {� L.L.' O a X N 8 }1 c z 0 I 1 +r r y :a O� V z Y/ ca © I �■■� C LA Q N N n Local Business Tax Receipt Miami -Dade County, State of Florida -THIS I5 NOTA BILL -DO NOT PAY 7126451 w rn N (D n O ;1R .6 a 0 U dS N rn © a c) w = rn s= R Q p7 iv M W© U NJ I CL X5c a il a '6W` Lr5 l— W La R Q i� 1 z r A G 1= Of a a 0- U LLLCOD aUa d }— a ,� Z O 0 U C7 z 23 yO�w0 m FW = 0 �— a� LU z 2 LU an LU Nyl LLo s: J it cr n V' acC qmFMCjw!? LJ..1 MCDC. W -- W co n M M J LJL Z Z G 1= Of V c4J U � d g lJ zLn a ,� 0 23 yO�w0 m FW = 0 �— O LBT BUSINESS NhdlKOCKnoN RECEIPT NO, EXPIRES THE STOUT GROUP LLC RENEWAL SEPTEMBER 30, 2022 10850 NW 138TH ST 3 7403744 Must be displayed at place of business HIALEAH GARDENS FL 33018 Pursuant to County Code am Chapter EIA - Art 9 & 10 a OWNER SEC. TYPE OF BUSINESS THE STOUT GROUP LLC 196 GENESIAL BUILDING CONTRACTOR P#YMENTRECEIPE0 JOSE M SANCHEZ III MGR CGC1507974 BYTAX COUECTOR $54.00 09/02/2021 Worker(s) 13 INT -21-373198 This Local BusinessTax Receipt only confirms payment of the Local Business Tax. The 11612t is not a license, permit,oraceNtlficationefthebuidefsquatifications,tadobusiness. Holdermustcomply withany governmental or nongovernmental regulatory laws and requirementswhich apply to the business. The RECEIPT NO. above must he displayed on all commercial vehicles - Miami -Dade Code Soc 8a-276. Formore ikdorrna@on,visitwwwmiamidadeAgqvit-axeollector THE AUT GROUP LLC. 3 REFERENCES UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NDN 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452.1481 - F: 305.397.2311 THE 9MUF GROW■ Experience To Whom It May Concern, Please find below (7) completed projects and (4) ongoing project within the last five (5) years, in which The Stout Group, LLC with Jose Maria Sanchez III (Joey)) as the Project Manager, provided Florida cities, counties or other Florida governmental agencies similar services to that of the aforementioned bid. A. COMPLETED PROJECTS 1. City of Hollywood —Project No 19-11044 —City -Wide Miscellaneous Drainage Improvements a. Owner Name: City of Hollywood — Public Utilities. Contact Name: Raul Wainer - Project Manager Telephone Number: 954-921-3930 Email Address: Rwainer@hollywoodfl.org Project Address: City of Hollywood 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. Expected final acceptance 05-03-2021 2. Florida Department of Transportation - T4534 - Rock Island Rd a. Owner Name: Florida Department of Transportation Contact Name: Alejandro Pina - S.E.T Project Administrator Telephone Number: 954-958-7629 Email Address: Alejandro.pina@dot.state.fl.us Project Address: Rock Island Rd, Coral Springs 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 d. Expected final acceptance 03-19-2021 UNDERGROUND 1 SITEWORK 1 EARTHWORKS 1 PAVING 10850 NW 138th street, Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452.1481 - F: 305.397.2311 THE STOUT GROUR 3. Florida Department of Transportation -T6450 -Cam pbel I Dr -Horizon Contractors, Inc. Florida Department of Transportation - Prime: Horizon Contractors, Inc a. Owner Name: Bernon Artola - Project Administrator Contact Name: Telephone Number: 786-367-4674 Email Address: bartola@cgasolutions.com Project Address: SW 336 St/ Davis Pkwy/ US -1 / Campbell Dr. 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 : $ 16.3 Millions d. Completion Date: 03, 2021 4. Florida Department of Transportation -T4509 -Hollywood Blvd a. Owner Name: Florida Department of Transportation - Prime: The Stout Group, LLC Contact Name: Mackendy (Mack) Philippi - Construction Project Administrator 11 Telephone Number: (954) 958-7693 Email Address: Mackendy.philippi@dot.state.fl.us Project Address: City of Hollywood - Broward County 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: December 03, 2020 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 fil TIIE $TOUT GROUP, LLC. 5, Florida Department of Transportation -T6401 -Biscayne Blvd Roadway Improvements a. Owner Name: Florida Department of Transportation - Prime : The Stout Group, LLC Contact Name: Jonathan Fundora. - Construction Senior Project Manager Telephone Number: 305-962-3653 Email Address: Jonathan.fundora dot.state.fl.us Project Address: SR SSR 5 (SF 2nd Ave.) and SR 5 (US 1/Biscayne Blvd.) b. 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: $5.7 Million d. Completion Date: May 03, 2019 6. Florida Department of Transportation - T6391- LeJeune Rd & Alhambra Circle a. Owner Name: Florida Department of Transportation - Prime : The Stout Group, LLC Contact Name: Jonathan FFundora. - Construction Senior Project Manager Telephone Number: 305-962-3653 Email Address: Jonathan.fundora@dot.state.fl.us Project Address: SR 953 (LeJeune Rd./SW 42nd Ave.) b. Narrative: On the aforementioned project, The Stout Group, LLC performed various scopes within the project limits. The scopes performed were drainage upgrades, roadway widening, concrete curb and gutter, concrete sidewalks, lighting upgrades, full intersection signalization installation, pedestrian signalization upgrades, Landscaping, Irrigation, ADA upgrades, milling and resurfacing, and striping. c. Contract Amount $ 1.1 Million d. Completion Date : May 21, 2017 UNDERGROUND I SITEWORK 1 EARTHWORKS I PAVING 10850 NW 138th Street, Bay #3 - Fliaieah Gardens, FL 33018 - 0: 786.452.1431 - P 305.397.2311 5 THE STOUT GROUP, LLC. 7. Miami Dade County —20150217—Drainage improvements Project Multiple Sites e. Contact Person: Felipe Monteagudo Telephone Number: 305-323-8192 Email Address: felipe.monteagudo@miamidade.gov f. On the aforementioned project, The Stout Group, LLC performed various scopes within the project limits. The scopes performed were major drainage upgrades, roadway restoration, concrete curb and gutter restoration, concrete sidewalks restoration, milling and resurfacing and striping. g. The Contract Duration was 480 Calendar Days h. The Total Dollar Amount of the contract was $1.5 Million B. OTHFRSAMPLF PROJECTS Please see attached a list of other sample projects relative to this bid. If further information is needed, please do not hesitate in contacting us. 2S� Sincerely, The Stout Group, LLC Joey Sanchez, P.E. Manager UNDERGROUND 1 SITEWORK I EARTHWORKS I RAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0-.786A52.1481 - F: 305.397.2311 9 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— E61_97- District -wide Drainage Push Button Contract Contact Person: Lazaro Mesa Telephone Number: 305-401-1438 Email Address: lazaro.mesa dot.state.fl.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 krncmahon@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: UNDERGROUND Lin Li 305-755-5464 Lin. H0D miamidade.gov $ 2,138,892.50 August 13, 2021 SITEWORK 1 EARTHWORKS I PAVING 10850 NW 138th Street; Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452.1481 - F: 305.397.2311 THE STOUT GRI.DUP, 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 Email Address: Jose.Gutierrez2 miamidade. ov 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 1 PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0-.786.452.1481 - F: 305.397.2311 5 THE STOUT GRr LLC. BID PACKET UNDERGROUND I SITEWORK I EARTHWORKS I PAVING 10850 NW 138th Street, Bay #3 - Hialeah Gardens, FL 33018 - 0: 786.452,1481 - F: 305.3972311 DELIVER TO. City of Sunny Isles Beach City Clerk 18070 Collins Avenue Sunny Isles Beach, FL 33160 INVITATION TO BID SECTION 4 BID SUBMITTAL FORMS "'y or sv'-� ham,. OPENING: 2;30 P.M. 09/28/2021 PLEASE QUOTE PRICES F.O.B. DESTINATION, LESS TAXES, DELIVERED IN 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 Purchasing Date This Bid Submittal Consists of by: Agent: Issued: Pages 23 through 44 (including Mauricio 8-16-21 all documents within Affidavits) Betancur 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. ITS No. 21-08-01 Golden Shores Utility Undergrounding A Bid Deposit in the amount of 5a/o/o of the total amount of the bid shall accompany all bids 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 bidder and City of Sunny Isles Beach. ProC ementAaent: Firm Name; Mauricio Betancur The Stout Group, LLC CommoditK FAILURE TO SIGN PAGE 22 OF SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NOW RESPONSIVE City of Sunny Isles Beach j Invitation to Bid No. 21-08-01 ADDENDA ACKNOWLEDGEMENT INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID PART 1I: Addendum #1, Dated 09/03/2021 Addendum #2, Dated 09/16/2021 Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #8, Dated Addendum #7, Dated Addendum #8, Dated ❑ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID COMPANY NAME: The Stout Group, LLC AUTHORIZED SIGNATURE: DATE: 0912$12021 TITLE OF OFFICER: Manager City of Sunny Isles Beach I Invitation to Bid No. 21-08-01 'Ity of 513t, Pr BID PRICIN Bid Title; Golden Shores Utility Undergrounding The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with The City of Sunny Isles Beach to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. The Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Bidder agrees to sign and submit the Agreement and other documents required by the Bidding Requirements within ten days after the date of the City's Notice of Award. In submitting this Bid, the Bidder represents, as more fully set forth in the Agreement, that: The Bidder has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. ■ The Bidder has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Bidder. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; the Bidder has not solicited or induced any person, firm or corporation to refrain from Bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidders or over the City. The Bidder understands and agrees that the Bid is for unit prices to furnish and install individual Work Items, complete in place. Quantity estimates are provided for the purpose of Bid Evaluation and to establish unit prices for individual Work Items to be contracted by the City, based on the unit prices established under this Bid. The City and the successful Bidder will establish completion times for each individual Work Item and the successful Bidder agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. City of Sunny Isles Beach j Invitation to Bid No. 21-08-01 BID FORM revised Note: Some pay items are broken down into material and labor costs. The Sum of these two costs determines the total unit costs. Total Unit Cost will be used to determine Base Price. Where material provided by others, material unit costs to not apply. Cost that do not apply are marked "N/A". Cost included in Total Unit Cost are identified as 'INCL". PAYITEM Total Unit Base Price Quantity Unit Labor Unit Material Cost (total unit PER 01020 Cost Unit Cost (labor + cost x material) I quantity) 1 Bonds and Insurance 1 LS INCL INCL $275,000.00 $275,000.00 2 Mobilization 1 LS INCL INCL $275,000.00 $275,000.00 3 Maintenance of Traffic 18 MONTHLY INCL INCL $18,000.00 $324,000.00 4 Testing, Surveying and 1 LS INCL INCL $70,000.00 $70,000.00 Miscellaneous 5 Indemnification Allowance 1 LS N/A N/A $100 $100 SUBTOTAL DIVISION 1 Install only one(1)_6 inch PVC schedule 40 conduit bundled in 6 one main trench with others for 1,374 LF $10.00 N/A $10.00 $13,740.00 FPL Utility (FPL to fumish material) Install only two (2)-6 inch PVC 7 schedule 40 conduit bundled in one main trench with others for 172 LF $20.00 N/A $20.00 $3,440.00 FPL Utility (FPL to furnish material) Install only three (3)-6 inch PVC schedule 40 conduit bundled in 8 one main trench with others for 20 LF $30.00 N/A $30.00 $600.00 FPL Utility (FPL to fumish material) Total Unit Base Price Labor Unit Material Cost (total unit Quantity Unit Cost Unit Cost (labor+ cost x ' 01020 material quantify Install only one (1)-2 inch PVC schedule 40 conduit bundled in 9 one main trench with others for1,085 LF $75.00 NIA $75A0 $81,375.00 FPL Utility (FPL to furnish material) LF , $75.00 , NIA 1 $75.00 1 $159,450.00 LF ` $75.00 1 NIA 1 $75.00 1 $813,975.00 LF Install only two M-2 inch PVC NIA $75.00 schedule 40 conduit bundled in LF 10 one main trench with others for 2,126 $5,250.00 FPL Utility (FPL to furnish $75.00 NIA material) $10,125.00 FA Install only three (3)-2 inch PVC NIA $5,500.00 schedule 40 conduit bundled in Fro 11 one main trench with others for 10,853 $6,000.00 FPL Utility (FPL to furnish cast x material) Install only four (4)-2 inch PVC quantity) schedule 40 conduit bundled in Install only 50" splice box for 17 FPL Utility (FPL to furnish 6 12 one main trench with others for 23 $5,500.00 FPL Utility (FPL to furnish material material) Install only six (6)-2 Inch PVC schedule 40 conduit bundled in EA 13 one main trench with others for 70 $101,400.00 FPI. Utility (FPL to furnish 18 Utility (FPL to furnish material) material) Install only nine (9)-2 inch PVC Install only concrete pad for schedule 40 conduit bundled in $2,500.00 14 one main trench with others for 135 FPL Utility (FPL to furnish material) Install only feeder splice box for (FPL to furnish material) 15 FPL Utility (FPL to furnish 4 material) Install only concrete pad for vista 16 switch cabinets for FPL Utility 2 (FPL to furnish material) LF , $75.00 , NIA 1 $75.00 1 $159,450.00 LF ` $75.00 1 NIA 1 $75.00 1 $813,975.00 LF $75.00 NIA $75.00 $1,725.00 LF $75.00 NIA $75.00 $5,250.00 LF $75.00 NIA $75.00 $10,125.00 FA $5,500.00 NIA $5,500.00 $22,000.00 Fro $3,000.00 NIA $6,000.00 $6,000.00 Base PAY ITEM Total Unit Price Quantity unit Labor Unit Cost Material unit Cost Cost (labor + 4 total unit PER 01020 material) cast x quantity) Install only 50" splice box for 17 FPL Utility (FPL to furnish 6 EA $5,500.00 N/A $5,500.00 $33,000.00 material Install only 30" handhole for FPL 26 EA $3,900.00 N/A $3,900.00 $101,400.00 18 Utility (FPL to furnish material) Install only concrete pad for FA $2,500.00 NIA $2,500.00 $155,000.00 19 transformers for FPL Utility 62 (FPL to furnish material) 20 Install only 18"x24 service pull boxes for FPL Utility (FPL to 238 EA $450.00 N/A $450.00 $107,100.00 furnish material) Total Unit Price Quantity Unit Labor Unit Material Cost Supply and install only two (2)-4 _ Cost Unit Cost (labor + cost x inch PVC schedule 40 conduit material) 21 bundled in one main trench 3,125 LF $12.00 $13.68 $25.68 $80,250.00 with others for Atlantic (12 )-4 inch PVC schedule 40 25 conduit bundled in one main 7 Broadband $66.00 $82.04 $148.04 $1,036.28 trench with others for Atlantic Supply and install only four (4)- Broadband 4 inch PVC schedule 40 conduit Supply and install only two (2)-4 22 bundled in one main trench 4,797 LF $22.00 $27.35 $49.35 $236,731.95 $24.68 with others for Atlantic bundled in one main trench Broadband with others for AT&T Supply and install only six (6)-4 4)- Supply and install only four (4)- inch PVC schedule 40 conduit 27 27 4 inch PVC schedule 40 conduit 1,741 LF $22.00 $27.35 23 bundled in one main trench 350 LF $33.00 $41.02 $74.02 $25,907.00 with others for Atlantic with others for AT&T Broadband Supply and install only six (6)-4 Supply and install only eight (8)- 28 inch PVC schedule 40 conduit 213 LF $33.00 $41.02 $74.02 4 inch PVC schedule 40 conduit bundled in one main trench 24 bundled in one main trench 10 LF $44.00 $54.69 $98.69 $986.90 with others for Atlantic Broadband Base Total Unit Price Quantity Unit Labor Unit Material Cost (total unit _ Cost Unit Cost (labor + cost x material) quantity) Supply and install only twelve (12 )-4 inch PVC schedule 40 25 conduit bundled in one main 7 LF $66.00 $82.04 $148.04 $1,036.28 trench with others for Atlantic Broadband Supply and install only two (2)-4 26 inch PVC schedule 40 conduit 8,921 LF $11.00 $13.68 $24.68 $220,170.28 bundled in one main trench with others for AT&T 4)- Supply and install only four (4)- 27 27 4 inch PVC schedule 40 conduit 1,741 LF $22.00 $27.35 $49.35 $85,918.35 bundled in one main trench with others for AT&T Supply and install only six (6)-4 28 inch PVC schedule 40 conduit 213 LF $33.00 $41.02 $74.02 $15,766.26 bundled in one main trench with others for AT&T Supply and install only one (1)-2 Base 29 inch PVC schedule 40 conduit 61330 LF $4.00 $2.60 $6.60 $41,778.00 bundled in one main trench Quantity Unit Labor Unit Material Cost (total unit - with others for AT&T Cost Unit Cost (labor + cost x Supply and install only two (2)-2 material) 30 inch PVC schedule 40 conduit 31208 LF $7.00 $5.20 $12.20 $39,137.60 bundled in one main trench Supply and install only four (4y 35 with others for AT&T 10,944 LF $13.00 $10.39 $23.39 $255,980.16 31 Supply and install only 10"x 15" 84 EA $450.00 $133.88 $583.88 $49,045.92 handhole for AT&T 32 Supply and install only 17"x 30" 48 EA $825.00 $1,239.71 $2,064.71 $99,106.08 35 handhole for AT&T 358 LF $27.00 $20.77 $47.77 $17,101.66 33 Supply and install only 30"x 48"x36" handhole for AT&T 16 EA $4,200.00 $3,696.58 $7,896.58 $126,345.28 Supply and install only two (2)- 34 2 -inch PVC schedule 40 conduit bundled in one main trench 293 LF $7.00 $5.20 $12.20 $3,574.60 37 with others for City conduit 20 Fro $500.00 $288.59 $788.59 $15,771.80 Base Total Unit price Quantity Unit Labor Unit Material Cost (total unit - Cost Unit Cost (labor + cost x material) quantity) Supply and install only four (4y 35 2 inch PVC schedule 40 conduit 10,944 LF $13.00 $10.39 $23.39 $255,980.16 bundled in one main trench ' with others for City conduit Supply and install only eight (8)- 35 2 inch PVC schedule 40 conduit 358 LF $27.00 $20.77 $47.77 $17,101.66 bundled in one main trench with others for City conduit Supply and install only 37 24"X13"X12" pull box for City 20 Fro $500.00 $288.59 $788.59 $15,771.80 conduit 38 Flowable Fill 97,125 CF INCL. INCL. $6.75 $655,593.75 39 Asphalt Mill & Resurface 34,583 SY INCL. INCL. $12.00 $414,996.00 40 Construct Concrete Sidewalk 1 ALLOWANCE INCL. INCL. $375,000 $375,000.00 41 Urban Walkway 1 ALLOWANCE INCL. INCL. $250,000 $250,000-00 42 Concrete fill over FPL conduits 1 ALLOWANCE INCL. INCL. $15,000 $15,000.00 43 CONTINGENCY 1 ALLOWANCE NIA NIA $375,000 1 $375,000.00 44 TOTAL BID PRICE 5.858.477.87 (Bid Items 1 through 43) BID AMOUNT in FIGURES - $5,858,477.87 BID AMOUNT in WORDS -Five Million Eight Hundred & Fifty Eight Thousand, Four Hundred & Seventy Seven 871xx Fir -m Name: The Stout Group, LLC 10850 NW 138th Street - #3 Hialeah Gardens, FL 33018 Street Address: Mailing Address (if different): Telephone No. 786-452-1481 No. 305-397-2311 Email Address: Jsanchez@thestoutgroup.com FEIN No. 4 j 5 2 9 *"By signing this document the biddigra-g6bgs to all Terms Signature: (Signature of Print Name: Jose Sanchez Title: Manager THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF BIDDER TO BE BOUND BY THE TERMS OF ITS BID. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE BID NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY BID THAT INCLUDES AN EXECUTED DOCUMENT, WHICH UNEQUIVOCALLY BINDS THE BIDDER TO THE TERMS OF ITS OFFER. �Q�SUKkY is(FSe� NON -COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue FtUos°� Sunny Isles Beach, FI_ 33164 Tr OF sL1 1, Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF Miami Dade) 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 filed 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, The Stout Group, LLC (Name of Corporation, Partnership, Individual, etc.) a Roadway Construction , formed under the laws of Florida (Type of Business) (State) of which he is Manager (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firm, or corporation named above 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 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 has directly or indirectly submitted said Bid or the conte thereof, or divulged information or data relative thereto, to any association or to any member or agent thereo'f� i'1 Josfe-��chez IW--� Manager AFFIANT'S NAME AFFIANT'S TITLE TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this 28 day of September 1202-1. Personally Known X Type of identification (Affix seal here) or Produced Identification Known YVETTE ZULUAGA MY COMMISSION ftGG173146 LXPIRES: January 07, 2022 r2 �� ette Zuluag NOTARY PUBLIC (name printed or typed) 1 of 12 S�tiNY iS1F PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue L o~ %% SSunny Isles Beach, FL $3160 c'rr nF wo P~� 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. 1. This sworn statement is submitted to City of Sunny Isles Beach by Jose Maria Sanchez III 1 Manager (print individual's name and title] for The Stout Group, LLC [print name of entity submitting swam statement] whose business address is: 10850 NW 138th St Bay 3, Hialeah Gardens, FL 33018 and (if applicable) its Federal Employer Identification number (FEIN) is 45-5312119 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: } 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. I 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. 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 2 of 12 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. 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. 6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (indicate which statement applies.) X 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 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 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 Final 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.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 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. I 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: (Siature Maria Sanchez ill (Printed Name) Manager (Title) Sworn to and subscribed before me this 28 day of September 2p 21 by Jose Maria Sanchez Ill (AFFIX NOTARY STAMP H. YVI,TTEZULUAGA rt�� coNimissioN#0073►4d Signature: Notary Public — State of Florida EXPIRES January 07, 2022. Yvette Zulua a Print or Type Commissioned Name Personally Known X OR Produced Identification Type of Identification Produced Known 3of12 EQUAL OPPORTUNITY - AFFIRMATIVE ACTION M} ss Ft. DR 0 s�� City of Sunny Isles Beach c�T` OF sull 18070 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: Manager Firm: The Stout Group, LLC Address: 10850 NW 138th St Bay 3 Hialeah Gardens, FL 33018 4of12 r `D9oP e yEc �f FLO"' a5W l� OF SU14 P� CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles each, FL 33160 Telephone: (305) 947-0606 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 COUNTY OF __Miami Dade BEFORE ME, the undersigned authority, personally appeared Jose Maria Sanchez III who was duly sworn, deposes, and states: 1. 1 am the Manager of The Stout Group, LLC with a local office in 10850 NW 138th ST Bay 3 Hialeah Gardens FL 33018 and principal office in 10850 NW 138th ST Bay 3 Hialeah Gardens FL 33018 2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 21-08-01 described as UTILITY UNDERGROUNDING FOR GOLDEN SHORES . The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 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. 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. 5. Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 6. Neither the entity, nor its affiliates, nor anyone associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 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. 8. 1 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. 9. In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. Dated this 28 day of September AFFIANT Sworn to and subscribed before me this 28 ® Personally Known, OR ❑ Produced Identification -Type of Identification NOTARY PUBLIC STATE OF FLORIDA 5of12 _,2021 Jose Maria Sanchez III 1 Manager Print or Type Name and Title day of September 12021 Known O� SVNNY ISCFSB DISPUTE DISCLOSURE _ City of Sunny Isles Beach 18070 Collins Avenue sC FLOR vs Sunny Isles Beach, FL 33160 ry of SUK nN 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. 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 X 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 X 3. Has your firm had against it or fled 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 X 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. The Stout Group, LLC 09/28/2021 Firm Date thorize ignatur Jose Maria Sanchez III 1 Manager Print or Type Name and Title 6of12 O�SVµNY JS`Fre � F ti •k l9➢_ - .. _Ort r F L O R` 9� carr of su*+ �Na STATE OF FLORIDA COUNTY OF Miami Dade 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: Manager The foregoing instrument was acknowledged before me this 28 day of September 20 21 , by Jose Maria Sanchez III [name of person], as Manager [type of authority], for The Stout Group, LLC [name of party on behalf of whom instrument was executed], AFFIX NOTARY STAMP HERE: SppY v� YVETTE ZULUAGA 'My COAMISSION 9 GG173146 oFfl� EXPIRES: January U7, 2022 (Z) (M= g 4� No4ar�ypPubli — tate o rids Y`CJf iC. Print or Type Comm' sioned Name Personally Known X OR Produced Identification Type of Identification Produced Kv%o-.uy\ 7of12 ti��wr sr i F CONTRACTOR ANTI -BOYCOTT CERTIFICATION F''+. •ria .+ s [PURSUANT TO FLORIDA STATUTE § 215.47251 I, Jose Maria Sanchez III , on behalf of The Stout Group, LLC Print Name Company Name certifies that The Stout Group, 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 S. Has not engaged in business operations in Cuba or Syria. Manager Title 09/28/2021 Date R of 19 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://www.e-verify.eov/emplovers/enrolling-in-e-verify) 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. Jose Maria Sanchez Ill Company Name C�><� e�� off ror Sig re Jose Maria Sanchez Print Name 45-5312119 Federal Employer Identification Number (FEIN) 09/28/2021 Date Manager Title Sworn to and subscribed before me on this this 28 day of September , 2020. By Jose Maria Sanchez III ® Is personally known to me ❑ Has produced identification (type of identification produced: Known ) rA i�A J , 0 • Yvette Zuluaga Print or Stamp of Notary Public YVETTE ZULUAG31A { NAY COWS: Janu7 # GG, 2022 EXPiRES: January 07, 2422 01/07/2022 Expiration Date 9OF12 O� Fse � F R se �. rtoa� sti Cary OF sus+'do STATE OF FLORIDA COUNTY OF Pinellas ) BID BOND City of Sunny Isles Beach 16070 Collins Avenue Sunny Isles 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 Hartford Causalty Insurance Company , as Surety, are held and firmly bound unto the City of Sunny Isles Beach, a municipal corporation of the State of Florida hereinafter referred to as the Owner in the sum of Five Percent of Amount aid Dollars ($ 59A of Amount ai, 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, September 28th, 20212041D for: Utility Undararounding lor 1 WHEREAS, it was a condition precedent to the submission of said Bid that a cashier's check or Bid Bond in the amount of five percent (5%) of the Base Bid be submitted with said Bid as a guarantee that the Proposers would, if awarded the Contract, enter into a written Contract with the City for the performance of said Contract, within ten (10) consecutive calendar days after 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 slated 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 28th day of September ,20 21 , the name and the corporate seal of each corporate party being hereto affixed and these presents being duly signed by its undersigned representative. DOCUMENT CONTINUES ON NEXT PAGE The Stout Group, LLC IN PRESEWEfc I did o rtner?hi rincipal ,jnR5r5 rJ W S'1Ahh C1ron(�y I22 Business Address Miami, FL 33018 City, State, and zip Code 786452-1481 Business Telephone Hartf d e Insurance Co ny TRESS: NA arga (Corpora a uretyr 'Impress Corporate Seal Affix Corporate Seal 305-397-2311 Business Facsimile IMPORTANT Secretary By: Kevin R. tawicz Attorney -in -act & FL Licensed Agent Surely companies executing bonds must appear on the Treasury Department's most current list (circular 570 as amended) and be authorizer. to transact business in the State of Florida. 10 of 12 Direct Inquiries/Claims to: POWER OF ATTORNEY THE HARTFORD BOND, T-12 One Hartford Plaza Hartford, Connecticut 06155 bond.claims@—thehartford.com call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 21-229752 0 Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana 0 Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut 0 Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut 0 Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana 0 Hartford insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois 0 Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana 0 Hartford insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited. Kevin Wojtowicz, John R. Neu, Tracey C. Brown -Boone, Michael A. Gentile, Laura D. Mosholder, Daniel Frank Oaks of St. Petersburg, FL their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign its name as surety(les) only as delineated above by ®, and to execute, seat and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on August 1, 2009 the Companies have caused these presents to be signed by its Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. Orr 15irs wn 020 e r \yC�.11.1[f.r!• a �l4ii * P 3 u�l.-+ss „� wl'r A '1 L6 B7'+0•,x,9 .F r i Al •ys g *>>nesr,lr+,w • �ailMlf 'y=iy�t97� a! "rt j27'17X074 * ,,._::� sN +A "•� fa r .,i +llllfoi5 a L1laH � � � '�..�a , - • /Pl- , John Gray, Assistant Secretary STATE OF CONNECTICUT Hartford COUNTYOF HARTFORD M. Ross Fisher, Vice President On this 121h day of July, 2012, before me personally came M, Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations, that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. fir.. ��$ �� O • tl1�l� • Kathleen T. Maynard Notary Public CERTIFICATE My Commission Expires July 31, 2016 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the abov nd fpregoing i'sa trrue aind correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of \f . 2'f Signed and sealed at the City of Hartford. (h'(7 �x41St�.lyrp y:ilc.......... ;M ,+ ' *�{na:t,ly+ • ��stiRF •y.�-. f9 7 �p �i D 7 lg • .A p:' - i97� ri It * �=_°� �^se�+ao �y+F-+�l�� t ► �v+'lll/a5 Tiara►+ �Gy�- . , �= _ /f �it/Cc-cam /��.— . �� ._ ..:.•l••-v+� Kevin Heckman, Assistant Vice President SVµtJY �S1F S OF 9 PERFORMANCE BOND City of Sunny Isles Beach +{ r 16070 Collins Avenue sE F LpS`P Sunny Isles Beach, FL 33160 CJ FY OF SUN Pao Telephone: (305) 947-0606 Fax: (305) 949-3113 FORM OF PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That, pursuant to the requirements of Florida Statute 255.05, we, as Principal, hereinafter called Contractor, and as Surety, are bound to the City of Sunny Isles Beach, Florida, as Obligee, hereinafter called City, in the amount of Dollars ($ ) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No, awarded the day of , 20 , with in accordance with contract documents prepared by the City of Sunny Isles Beach, hereinafter referred to as the Owner which Contract is by reference made a part hereof, and is hereafter referred to as the Contract; THE CONDITION OF THIS BOND is that if the Contractor: 1. Fully performs the Contract between the Contractor and the City for services described within (Bid No. ) within calendar days after the date of Contract commencement as specified in the Notice to Proceed and in the manner prescribed in the Contract; and 2. Indemnifies and pays City all losses, damages (specifically including, but not limited to, damages for delay and other consequential damages caused by or arising out of the acts, omissions or negligence of Contractor), expenses, costs and attorney's fees including attorney's fees incurred in appellate proceedings, that City sustains because of default by Contractor under the Contract; and 3. Upon notification by the City corrects any and all defective or faulty Work or materials which appear within one and one half (1 112) years, and: 4. Performs the guarantee of all Work and materials furnished under the Contract for the time specified in the Contract, then this Bond is void, otherwise it remains in full force. Whenever Contractor shall be, and declared by City to be, in default under the Contract, the City having performed City's obligations there under, the Surety may promptly remedy the default, or shall promptly: 4.1. Complete the Contract in accordance with its terms and conditions; or 4.2. Obtain a Bid or Bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the best, lowest, qualified, responsible and responsive Proposers, or, if the City elects, upon determination by the City, and Surety jointly of the best, lowest, qualified, responsible and responsive Proposers, arrange for a Contract between such Proposers and City, and make available as Work progresses (even though there should be a default or a succession of defaults under the Contract or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price." as used in this paragraph, shall mean the total amount payable by City to Contractor under the Contract and any amendments thereto, less the amount properly paid by City to Contractor. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the City named herein. 11 OF 12 The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Surety's obligation under this Bond. Signed and sealed this day of 20 WITNESS: BY: (Name of Corporation) Secretary (Signature) (CORPORATE SEAL) (Type Name and Title Signed Above) IN THE PRESENCE OF; INSURANCE COMPANY: BY: *Agent and Attorney -in -Fact * (Power of Attorney must be attached) (Address) (City/State/Zip Code) (Telephone) STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this on nv [type of authority], for of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: Signature: Notary Public — State of Florida day of [name of person], as [name Print or Type Commissioned Name Personally Known OR Produced Identification Type of Identification Produced 12 of 12 ADDENDUM ## 1 DATE: Friday, September 3, 2021 TO: ALL PLANHOLDERS BID NO.: ITB 21-08-01; Utility Undergrounding For Golden Shores SUBJECT: Addendum No. 1 BID SUBMITTAL DEADLINE: Tuesday, September 28, 2021 at 2:30 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda form with your response incorporated with the Invitation to Bid. Bid Form has been revised. Bidders are instructed to utilize the revised Bid Form herein, failure to utilize the revised Bid Form will deem your submittal non-responsive. Bidder(s) are responsible for verifying quantities indicated on Bid Form, notice of any substantial deviations must be submitted to the City immediately. Any significant variation to agreed upon completion times may result in a condition of default to the terms of the contract. Time is of the essence. 2. Engineering plans have been revised to include a change from yellow to blue lines on Schematic Sheets (C-20 to C-38) and to add dimensions from the baseline to the common trench centerline on Alignment Sheets (C-39 to C-57). Revised Engineering Plans included herein. 3. Minutes from the mandatory pre-bid conference held on Tuesday, August 31, 2021 at 1:00PM is included herein for reference. City of Sunny Isles Beach I Invitation to Bid No. 21-08-01 ADDENDUM # 2 DATE: Friday, September 16, 2021 TO: All PLANHOLDERS BID NO.: ITB 21-08-01; Utility U ndergrounding For Golden Shares SUBJECT: Addendum No. 2 BID SUBMITTAL DEADLINE: Tuesday, September 28, 2021 at 2:30 PM Please attach this addendum to the documents in your possession and include Acknowledgement of ALL Addenda form with your response incorporated with in the Invitation to Bid. Q. Please indicate the "Maintenance Warranty Period" for this project. A. ONE (1) YEAR Q. On sheet 00801-1/1 of the Invitation to Bid Documents for this project, SECTION 00801- LOCAL REQUIREMENTS / PART 1— GENERAL / E. Time is of the Essence for This Contract, refers to "...liquidated damages as set forth elsewhere in this contract." A. NO — SEE ADDENDUM # 1 Q. We have not been able to locate in the Documents any reference to the amounts for Liquidated Damages. Please confirm the existing condition of Liquidated Damages for this ITB and provide details. A. NO — SEE ADDENDUM # 1 Q. On sheets C39-057 Conduit Alignment Plans, please provide the geometry for the base line within the ROW. The related FP&L drawings do not show this information. A. FOLLOW INFORMATION PROVIDED ON C39-057 Q. Please confirm that, we are to disregard the crossing conflicts chart provided on sheets C39-057 Conduit Alignment Plans. Conflict will be resolved via concrete incasing. A. DISREGARD CROSSING DEPTHS — SEE ADDEDUM # 1 Q. Please provide the existing pavement system section detail; some areas were found to have over 4 -in. of asphalt. A. DEPTHS TO BE VERIFIED IN FIELD—SIGNIFICANT VARIANCES WILL BE ADDRESSED VIA CONTINGENCY Q. On sheets C39-057 Conduit Alignment Plans, please clarify and explain the two note items: NOTES: 1. CITY DIRECTIVE: ALL 1.5" CONDUIT & 3" CONDUIT SHOWN ON PLANS TO BE BID & CONSTRUCTED AS 2" & 4" CONDUIT, RESPECTIVELY. A. FOLLOW `REVISED" BID FORM NO 1.5" OR 3" CONDUIT INCLUDED IN PROJECT 2. NUMBER OF ATLANTIC BROADBAND CONDUITS SHOWN ON PLAN IS DOUBLE THE AMOUNT OF CONDUITS REQUIRED.Q. A. FOLLOW QUANTITY SHOWN ON "REVISED BID FORM" ADDENDUM # 1 Q. The City will provide a Staging Area for materials and equipment? A. YES Q. Regarding the insurance division, the City is requiring the Builder's Risk. Is this correct? A. BR IF REQUIRED WILL BE PROVIDED BY CITY. Q. Regarding the Storm Water Pollution Protection Plan ( Sheet GN -1 j , the Contractor has to design and install it, correct ? A. FILTRATION INPUT INTO CITY STORM WATER SYSTEM BY CONTRACTOR — SEE ADDENDUM # 1 Q.Is the intention of the City to place the Top Duct Bank at the elevation shown in the tables of the Proposed Conduit Alignment? A. NO SEE ABOVE QUESTION AND ADDENDUM # 1 Q.If this is the case dewatering will be require . We understood in the prebid meeting that for Dewatering, the Contractor can use the existing drainage, but in another project that we did for the City, to get the Dewatering Permit with SFWMD they do not accepted that. Because most of the Sunny Isles Beach drainage goes to the Intercostal. We had to build some Temporary Wells and it does not work well . That could be the case here. Please advise A. ASKED AND ANSWERED. Q. On Swale areas , the Contractor can backfill the trench with the same existing material or does it have to be replaced with suitable fill ? A. "SUITABLE FILL" IS ALWAYS REQUIRED. Q. The use of Spacers for the conduits is mandatory ? A. BETWEEN FPL AND OTHER UTILITIES— SEE ADEN DUM # 1 Q. If the Duct Bank goes through the existing lateral sewer the solution is not a repair lateral, the lateral has to be relocated . Please advise. A. ADJUSTMENT OF CONDUIT HEIGHT WILL BE ADDRESSED ON A CASE BY CASE SITUATION. Q. It is the same case for the Water Services. Please advise. A. ADJUSTMENT OF CONDUIT HEIGHT WILL BE ADDRESSED ON A CASE BY CASE SITUATION Q. Can the City add an item for Striping ( Paint and Thermoplastic) after Milling & Resurfacing? A. NO INCLUSIVE WITH BID LINE ITEM 39 Q. is the Temporary Asphalt required? A. SEE ADDENDUM # 1 Q. Can we place milling material instead of laying temporary asphalt for the trench? A. NO. END ADDENDUM # 2