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Ebsary Foundation Co.
Incorporated 1930 PROJECT PROPOSAL Construction of the North Bay Road Pedestrian Emergency Bridge City of Sunny Isles Beach RFP No. 14-09-01 April 20st, 2015 Incorporated 1930 TABLE OF CONTENTS 1. Company Information 2. Company History 3. Bid Bond / Certificate of Insurance 4. Qualifications 5. Company Owned Equipment List 6. Past Project Performance 7. Staffing 8. Subcontractor – Specialty Engineer 9. Subcontractor – Soil Improvement 10. Subcontractor – MSE Wall 11. Subcontractor – Cast In Place Concrete 12. Subcontractor – Site Work, Paving, Drainage 13. Schedule / Methodology 14. Suitability of Methodologies 15. Preliminary Schedule 16. Cost of Services 17. References 18. Contract Forms Incorporated 1930 COMPANY INFORMATION Incorporated 1930 COMPANY HISTORY Incorporated 1930 BID BOND & COI Incorporated 1930 QUALFICATIONS Incorporated 1930 COMPANY EQUIPMENT Incorporated 1930 PAST PROJECT PERFORMANCE Incorporated 1930 STAFFING Incorporated 1930 SUBCONTRACTOR SPECIALTY ENGINEER Incorporated 1930 SUBCONTRACTOR SOIL IMPROVEMENT Incorporated 1930 SUBCONTRACTOR MSE WALLS Incorporated 1930 SUBCONTRACTOR CAST IN PLACE CONCRETE Incorporated 1930 SUBCONTRACTOR SITE WORK / PAVING / DRAINAGE Incorporated 1930 SCHEDULE & METHODOLOGY Incorporated 1930 SUITABILITY OF METHODOLOGIES Incorporated 1930 PRELIMINARY SCHEDULE Incorporated 1930 COST OF SERVICES Incorporated 1930 REFERENCES Incorporated 1930 CONTRACT FORMS 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Current Principal Place of Business: Current Mailing Address: 2154 N.W. NORTH RIVER DRIVE MIAMI, FL 33125 Entity Name: EBSARY FOUNDATION CO. DOCUMENT# 122915 FEI Number: 59-0229150 Certificate of Status Desired: Name and Address of Current Registered Agent: ALFELE, SCOTT A 2154 NW N RIVER DR MIAMI, FL 33125 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: Electronic Signature of Signing Officer/Director Detail Date SCOTT ALFELE FILED Jan 07, 2015 Secretary of State CC0604551572 YVETTE AUBIN VP 01/07/2015 2015 FLORIDA PROFIT CORPORATION ANNUAL REPORT No 01/07/2015 Title CHAIRMAN Name EBSARY, RICHARD W Address 2154 N.W. NORTH RIVER DRIVE City-State-Zip:MIAMI FL 33125 Title ASST. SECRETARY, VP Name GONZALEZ, JAMES M Address 2154 N.W. NORTH RIVER DRIVE City-State-Zip:MIAMI FL 33125 Title SECRETARY, VP Name SHIRING, MATTHEW J Address 2154 N.W. NORTH RIVER DRIVE City-State-Zip:MIAMI FL 33125 Title PRESIDENT Name ALFELE, SCOTT A Address 2154 N.W. NORTH RIVER DRIVE City-State-Zip:MIAMI FL 33125 Title VP Name AUBIN, YVETTE N Address 2154 N.W. NORTH RIVER DRIVE City-State-Zip:MIAMI FL 33125 Incorporated 1930 COMPANY INFORMATION COMPANY NAME: Ebsary Foundation Company COMPANY LOCATION: 2154 NW North River Drive Miami Florida 33125 WEB SITE: www.ebsaryfoundationco.com BUSINESS STRUCTURE: Florida For Profit Corporation (Annual Report Attached) Tax Payer ID # 59-0229150 Florida General Contractor License No. CGC059721 Miami-Dade County License No. E502 Dun and Bradstreet Number: 003869229 FBPE Certificate of Authorization No. 30489 DATE FOUNDED: Founded in 1922 and Incorporated in 1930 (Company History Below) HOME OFFICE: 2154 NW North River Drive Miami Florida 33125 P: (305) 325-0530 F: (305) 325-8684 LITIGATION: None INSURANCE: Attached BID GUARANTEE: Attached Page 2 COMPANY HISTORY In 1922, Ebsary Foundation Company began as a partnership between Henry L. Ebsary and a man named Mr. Comer, who was believed to be a Key West Marine Contractor. The first job the Comer-Ebsary Partnership performed was the original City of Miami Docks near the site of today’s Bayside Marina and by 1928 the Comer-Ebsary partnership completed the foundation system for the Second Avenue Bridge over the Miami River. Ebsary Foundation Company was formally incorporated in 1930 by brothers William H. and Henry L. (Lew) Ebsary with initial capitalization of $500. Since 1930, four generations of the Ebsary family have guided the company in its primary construction business of installing all types of foundation systems. In 1940, Henry L. Ebsary passed the company to two of his sons, William L. (Bill) Ebsary and Richard H. (Dick) Ebsary who continued to manage and grow the company for 35 years. In the late 1940’s Bill and Dick Ebsary purchased the Miami River waterfront property at 2154 NW North River Drive in Miami Fl, where it is headquartered today. In 1975, Dick Ebsary passed ownership of the company to his son Richard W. Ebsary and his cousin Bob Ebsary. Eventually, Richard W. Ebsary purchased full ownership of the Company and remained President and sole owner until 2010. After serving 16 years with Ebsary Foundation Company including 12 years as Vice President, Scott A. Alfele, the Great Grandson of founder Henry L. Ebsary, became a shareholder and its current President. Since 1922, Ebsary Foundation Company has continued to provide innovative foundation and construction services to the Southeastern United States and the Caribbean. Ebsary has almost 90 years of experience in all types of foundation installation which has provided extensive understanding and expertise in all of Florida’s geotechnical conditions. Since its inception, Ebsary has built numerous landmark and historical structures in South Florida; examples include, large sections of the seawall and bulkhead at the Port of Miami and Port Everglades, the original Pan American Airlines Seaplane Ramp and bulkhead on Dinner Key in Coconut Grove, FL, the foundation system for the Miami Metromover and track sections for the Metrorail System; the US Coast Guard Bridge on Miami Beach, and during WWII, the construction of the docks for Miami Ship Building Corp, a contractor building boats for the U.S. Navy. Ebsary Foundation Company is currently located on the same Miami River property purchased by Bill and Dick Ebsary; which has provided waterway access for its marine equipment. This water access provides the Company with the unique ability to offer a variety of marine construction services. Ebsary Foundation Company is presently a Union foundation construction company with collective bargaining agreements with the Piledrivers, Divers & Bridgebuilders Local 1026 and the Operating Engineers Local 487. Ebsary Foundation Company Specializes in Bridge Construction, Marine Construction, Augered Cast-in-Place Foundation Piling, Caissons and Drilled Shafts, Steel Sheet Piling and Support of Excavation, Design and Construction of Cofferdams, Tremie Seal placement, Driven Concrete, Steel and Timber Piling, Seawalls and Bulkheads, Mooring Dolphins and Fender Systems, Docks and Marinas and Dredging HISTORICAL BRIDGE CONSTRUCTION 2000’S BRIDGE CONSTRUCTION IN WEST PALM BEACH 2000’S PIPE BRIDGE CONSTRUCTION IN BREVARD COUNTY 2000’S MARINE DOCK / BRIDGE CONSTRUCTION IN FLORIDA KEYS 1990’S MARINE BRIDGE CONSTRUCTION IN BROWARD COUNTY 1990’S PEDESTRIAN BRIDGE CONSTRUCTION IN MIAMIDADE COUNTY 1990’S PEDESTRIAN BRIDGE CONSTRUCTION IN BROWARD COUNTY 1980’S MARINE BRIDGE CONSTRUCTION IN MIAMIDADE COU NTY 1980’S BRIDGE CONSTRUCTION IN MIAMIDADE COUNTY 1980’S BRIDGE CONSTRUCTION IN MIAMIDADE COUNTY 1980’S MARINE BRIDGE CONSTRUCTION IN BROWARD COUNTY 1980’S MARINE BRIDGE CONSTRUCTION IN MIAMIDADE COU NTY 1980’S MARINE BRIDGE CONSTRUCTION IN MIAMIDADE COU NTY 1970’S MARINE BRIDGE REPAIR IN MIAMIDADE COUNTY 1960’S MARINE BRIDGE CONSTRUCTION IN MIAMIDADE COU NTY 1960’S BRIDGE CONSTRUCTION IN MIAMIDADE COUNTY 1950’S MARINE CONSTRUCTION IN MIAMIDADE COUNTY �1 RAFINDU -01 OSWALTGE AFRO CERTIFICATE OF LIABILITY INSURANCE DA 3/31/2015 TE(MMIDDITYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsementfsl. PRODUCER Nillis of Pennsylvania, Inc. Vo 26 Cantu ry Blvd 1.0. Box 305191 Vashville, TN 37230 -5191 INSURED Earth Tech (DE), LLC 2620 Hunt Road Land O'Lakes, FL 34638 FAX (A/c, No):_(888) 467 -2378_ INSURERIS) AFFORDING COVERAGE NAIC# INSURER A: National Un ton Fire Insura nce Company of Pittsburgh 19446 INSURER B: Liberty _ Mutual Fire Insurance Company _. _.23035 _ INSURER C: Insurance Company of the State of Pennsylvania 19429 INSURER O: First Memlnsurance Company INSURER E : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENTWITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR- _ -. -_ __. ... _.. .. ___AUDGSUBRL.. -. - _] PbLICYEFF POUCYEXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY ) IMMIDDIYYYYI i LIMITS A X COMMERCIAL GENERAL LIABILITY ! EACH OCCURRENCE $ 1,000,00 -.. _ CLAIMS -MADE LX !OCCUR GL4572157 `DAMAGE TOREN= 04/01/2015 04101/2016 PREMISES Ea ocmrrexa) ,f.E -_ —__. 1,000,000_ MED EMIR (Any one perm) 4 $ 15,009. PERSONAL S ADV INJURY S 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE I$ 2,000,00 - ._ POLICY _ JECT �_ LOC .. _. —_.. PRODUCTS - COMPIOP AGG E -__.— 2,000,00 OTHER: E AUTOMOBILE LIABILITY '�, COMBINED UNGLELIMIT Eaacddentl 1,000,000 B X ANY AS2- 621 -094742.015 04101/2015104/0112016 ..E BODILY INJURY (Par person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) E ( III X AUTOS X NON OWNED rPROPERTY DAMAGE T AUTOS PwaLmden9, 1$ IX X UMBRELLA LIAR OCCUR - EACH OCCURRENCE 25,000,000 Excess une BE044758716 A t CLAIMS 04/07/20151 04/0112016 AGGREGATE $ 25,000,000 L — LED X RETENTION$ WORKERS COMPENSATION - X I PER 0TH - STATUTE ER ANDEMPLOYERTLIABILITY Y❑ _ C ANY PROPRIETORIPARTNERIEXECUTIVE 077 OFFICER/MEMBER EXCLUDED? N NIA OFFICaMry 04 0 0410112016 E.L. ACH ACCIDENT _ E —1 1,000,000 in NH E.L. DISEASE - EA EMPLOYEE $ 1,000,00(1 DESCRIPTION OF OPERADONS he low ' - -- - - t i E.L DISEASE - POLICY LIMIT I $ _ 1,000,000 D 'Business Auto Buffer i INJ -EX- 0000053113 -01 0410112015. 04/01/2016 Each Occurence: $ 4,000,00 A Workers Compensation 1 1 NVC18721079 I 1 0410112015x. 04/0112016 See Attached DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe aaached 0 more space is required) Ron L. Broadrick CGC061734 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 6 i' ` All Hants reserved ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD ADDITIONAL COVERAGE SCHEDULE COVERAGE LIMITS POLICY TYPE: Workers Compensation and Employers Per Statute — Limits Liability (FL) E.L Each Accident: $1,000,000 CARRIER: National Union Fire Insurance Company of E.L Disease — Policy Limit: $1,000,000 Pittsburgh E.L Disease — Each Employee: $1,000,000 POLICY TERM: 04/01/2015 — 04101/2016 POLICY NUMBER: WC18721079 POLICY TYPE: Workers Compensation and Employers Per Statute — Limits Liability (CA) E.L Each Accident: $1,000,000 CARRIER: National Union Fire Insurance Company of E.L Disease — Policy Limit: $1,000,000 Pittsburgh E.L Disease — Each Employee: $1,000,000 POLICY TERM: 04/01/2015 — 04101/2016 POLICY NUMBER: WC18721078 POLICY TYPE: Workers Compensation and Employers Per Statute — Limits Liability (MA) E.L Each Accident: $1,000,000 CARRIER: National Union Fire Insurance Company of E.L Disease — Policy Limit: $1,000,000 Pittsburgh E.L Disease — Each Employee: $1,000,000 POLICY TERM: 04/01/2015 — 04/01/2016 POLICY NUMBER: WC18721080 POLICY TYPE: Workers Compensation and Employers Per Statute — Limits Liability (AZ, GA, VA) E.L Each Accident: $1,000,000 CARRIER: Insurance Company of the State of E.L Disease — Policy Limit: $1,000,000 Pennsylvania E.L Disease — Each Employee: $1,000,000 POLICY TERM: 04101/2015 — 04/01/2016 POLICY NUMBER: WC18721081 POLICY TYPE: Workers Compensation and Employers Per Statute — Limits Liability (KY, IL, NC & NH) E.L Each Accident: $1,000,000 CARRIER: Insurance Company of the State of E.L Disease — Policy Limit: $1,000,000 Pennsylvania E.L Disease — Each Employee: $1,000,000 POLICY TERM: 04/01/2015 — 04/01/2016 POLICY NUMBER: WC18721082 POLICY TYPE: Workers Compensation and Employers Per Statute — Limits Liability (NJ & PA) i E.L Each Accident: $1,000,000 CARRIER: Insurance Company of the State of E.L Disease — Policy Limit: $1,000,000 Pennsylvania E.L Disease — Each Employee: $1,000,000 POLICY TERM: 04/01/2015 — 04/01/2016 POLICY NUMBER: WC18721083 POLICY TYPE: Professional Liability $2,000,000 Each Claim CARRIER: Lexington Insurance Company $2,000,000 Aggregate POLICY TERM: 09/18/2014 — 09/18/2015 $100,000 Deductible Each Claim POLICY NUMBER: 020720834 Short -Term L/R Equipment from Others POLICY TYPE: Contractors Equipment Coverage Limit: $2,000,000 (blanket limit) CARRIER: Continental Casualty Company Deductible: $1,000, Except $25,000 for Cranes POLICY TERM: 1/2912015 —1 /29/2016 Replacement Cost; Special Form POLICY NUMBER: 5091303074 Agreed Value, Coinsurance Waived MANY is, u a s ASR c,rY of 4Uµ acv STATE OF FLORIDA COUNTY OF MIAMI -DADE ) BID BOND City of Sunny isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947 -0606 Fax (305) 949.3113 KNOW ALL MEN BY THESE PRESENTS, that we,EBSARY FOUNDATION COMPANY as Principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA as Surety, are held and firmly bound unto the City of Sunny Isles Beach, a municipal corporation of the State of Florida in the sum of FIVE PERCENT OF THE AMOUNT BID Dollars ($ 5% - -- - - -- ), 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, APRIL 20, 2015 for: Construction of the North Bay Road Pedestrian Emergency Bridge I RFP #1409 -01 WHEREAS, it was a condition precedent to the submission of said Bid that a cashier's check or Bid Bond in the amount of 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 stated shall be due and payable to the City of Sunny Isles Beach and the Surety herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America, as liquidated damages for failure thereof of said Principal IN WITNESS WHEREOF, the above bonded parties have executed this instrument under their several seals this 20th day Of I APRIL ,2015 , the name and the corporate seal of each corporate party being hereto affixed and these presents being duly signed by its undersigned representative. IN PRESENCE OF: EBSARY FOUNDATION COMPANY CorporatelXiYkW)5XVAKtoot~rincipal 2154 NW NORTH RIVER DRIVE Business Address MIAMI, FL 33125 City, State, and Zip Code (305) 325 -0530 Business Telephone ATTEST TRAVELERS CASUALTY AND SURETY COMPANY OF AN DOCUMENT CONTINUES ON NEXT PAGE Afffx Corp Seal (305) 325 -8684 Business Facsimile Y—" Secretary By: "Impress Corporate Seat JOHN Yi (THARLTON, Attot•n y, -in -Fact IMPORTANT 1i t Surety companies executing bonds must appear on the Treasury Departments most current list (circular 570 as amended) and be authorized to transact business in the State of Florida. DECELIMR 28, 2010 8 of 10 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY �����0����| n ,u���m_a�a~m^~�� Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company FiueutymnuGu^oo/ru/wo,uomoou,,wr/mrs,mc. Travelers Casualty and Surety Company v/America at.puu|miannommo,/uoIxmvcomceComnuur United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Am^rney'zomuot No. Certificate No. ��������� ' 2|6588 ' uu� u � �u uu KNOW ALI, NIEN BY THESE PRESENTS: 'That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of'America, and United States Fidelity and Guaranty cvmpuux are co,pvoumn, duly organized under the /uwo of the State vr Connecticut. that Fidelity and Guaranty mmmnco cvmp^or is x corporation duly organized under the laws ofthe State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the"Companies"), and that the Companies do hereby make. constitute and appoint D.x[ Matson 0,and John W.Charlton of tile City m Coral Gable �� Florida .����mmmwm c��iomo��pum�cqmcuromonmx wnmnau�xmnc,w sign, execute, seal and acknowledl-e mn and all bonds, mcvsnizuuce,. conditional unucnuuo,�sand other writm,,s oou in the nature thereof behalf xr the Companies in u i business contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed. this 21 st (lay of — July 2014 Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company or America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company [ 0- SEAL State m Connecticut ` City of Hartford ss. By: Robert L. Raney. ��enior Vice President On this the 21st day of July . ��.before me personally appeared Robert L. Raney. who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers cu""mty and Surety Company of America. and United States Fidelity aid Guaranty Company, and that lie, as such, being authorized so to do.executed the foregoing instrument for the purposes therein contained by signing on behalf of' the corporations by himself as a duly authorized officer. m Witness Whereof, z hereunto set mx hand and official seal. My Commission expires the 30th day of J une, 2016. se44n-8'12 Printed inU.S�� Marie C. Tetreault, Notary Public POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of _ 20 16. Kevin E. Hughes, Assistant Sec tary pPSU.4�r 'FIRE 6 /'`R�j( IN G � IHSU". lSY ANO <*ss .w 1 J *i O: - ^•....., .P"P .........•n'9't. Os�t� n C -0'r� gi 4t �P f <QtiO R P QpA�9�.f 1482 0 �j COF1AOttAtED+:}. z �f ,., f:m ;m;eoAeaaarpe^= .e i SB AL AW E,i3.L ice`•. •o� W h a caMrr. o coat. v 1895 f o. 6S. To verify the authenticity of this Power of Attorney, call 1- 800 - 421 -3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED SURrT GROUP April 10, 2015 EBSARY FOUNDATION, CO. 2154 NW N River Drive Miami, FL 33125 RE: Letter of Bondability for Ebsary Foundation Co., Inc. To Whom It May Concern: Matson - Charlton Surety Group has had the privilege of providing Performance and Payment bonds to Ebsary Foundation Co, Inc (Ebsary) since 1986 and we hold its management in the highest regard. Currently, Ebsary has the bonding capacity of $40,000,000 for single projects with an overall aggregate of $80,000,000. Ebsary's surety company, Travelers Casualty and Surety Company of America, has a Best's Rating of A +(XVI), is listed with the United States Department of Treasury's Listing of approved sureties, and is authorized to transact business within the State of Florida. Should you need further assurances on our fine client, please contact our office. Sinc #41y, John/YV. Charlton Attor ev -in -Fact MATSON- CHARLTON SURETY GROUP 700 South Dixie Highway, Suite 100 • Coral Gables, FL 33146 Phone: 305.662.3852 • Fax: 305.661.9948 NASBP Member Incorporated 1930 COMPANY QUALIFICATIONS EXPLANATION: Ebsary Foundation Company clearly represents the most qualified and best value contractor and exceeds all necessary qualifications for the Construction of the North Bay Road Pedestrian Emergency Bridge as follows: A. Ebsary Foundation Company is General Contractor who self-performs the most difficult and challenging portions of work our contracts. We have the most qualified operators and journeymen through our unions and we own and operate all our specialty foundation, marine and bridge building equipment. We own all of the pile installation hammers, drills, cranes, tugboats, barges, drill rigs, welding machines and work floats that would be necessary to build this project. B. Ebsary Foundation Company has the most qualified superintendents and managers to supervise and build our projects. We do not hire individuals simply to manage a job for us, we have long term employees who stay with our company because they care about the company and the work we perform and they know and they have the experience and ability effectively resolve most every issue that arises on the job. C. Ebsary Foundation Company is a Union based contractor with Collective Bargaining Agreements with the Piledrivers, Divers & Bridgebuilders Local 1026 and the Operating Engineers Local 487. By being a union contractor, Ebsary has a labor pool to draw from that has some of the most highly skilled, best trained, safest and most reliable employees to perform all aspects of bridge construction. Additionally, in the event that there are extensive projects around the state that require the labor pool to be supplemented, our Unions can supplement their respective labor pool by coordinating for additional union employees from partner Union Hall’s around the Country. D. Ebsary Foundation Company has more history and experience performing deep foundations and marine construction than nearly any other contractor available. Ebsary has been in business performing Foundation, Marine, Engineering and Bridge Construction in South Florida for than 90 years and is presently the 18th oldest Miami Based Company that is still operating under the same name. Since Ebsary’s inception, its primary core competency has been deep foundations and marine construction in south Florida; no one knows the South Florida geotechnical conditions better than Ebsary. Page 2 E. When you hire Ebsary Foundation Company you are hiring a truly local South Florida company who has a vested interest in the well-being of every Florida Client and Owner and must maintain a stellar local reputation. Ebsary’s primary office marine terminal/yard is located on the Miami River, in the same location since 1940, all key personnel live in either Dade or Broward County and the two unions we have collective bargaining agreements with are both based in Dade County. Ebsary’s Miami yard is large enough and the facilities to fabricate, load onto barges, stock pile materials maintain our equipment; so anytime unforeseen issues arise on the jobsite, the yard is only 50 minutes from the jobsite, which allows for immediate response without project delay. F. In the past 4 years, Ebsary Foundation Company has self-performed numerous Drilled Shafts for multiple projects with Port Everglades and Port Miami. In all cases, the drilled shafts were installed using steel casing and drilled and cleaned out with a Bauer Style Drill Rig. Ebsary owns a Bauer BG25 Drilled Shaft rig specifically set up to perform Drilled shaft work up to 105ft long and a maximum diameter of 72”. Ebsary’s previous projects, within the past 4 years, that involved the installation of drilled shafts was Berth 27 & 29 High Wind Bollards; Berth 1 High Wind Bollards, Port Everglades Port Wide Bollard Installation and Port Miami Wharves Strengthening Program. For these projects, Ebsary installed 66”, 36” and 30” diameter drilled shafts and drilled through rock that exceeded 10,000 PSI compressive strength (determined after core samples were tested) and achieved tip elevations up to -82 NGVD. G. Ebsary Foundation Company just completed, as the General Contractor, the Area 2 Seawall Construction, in February 2015, under budget and ahead of schedule, which was a $9,676,000 project that consisted of many of the same construction aspects as this job will have. The Area 2 project we successfully completed consisted of Maintenance of traffic and environmental protection including construction of temporary fencing and gates to define work area, Demolition, removal, relocation, and disposition of limestone riprap, live coral colonies, mono- pile breasting dolphins, and miscellaneous site features, Construction of approximately 625 linear feet of new steel sheet pile bulkhead, anchor wall, and tie-back system, Construction of new reinforced concrete bulkhead cap, with double-bitt deck fittings and foam-filled fender systems, Dredging, excavating, stockpiling, handling, and disposing of dredge material off Port Miami property, Earthwork, including providing imported fill and backfill material, placing, and consolidating suitable imported material with vibro-replacement below EL. +3.00 ft, NGVD29 and conventionally compact imported backfill above EL +3.00 ft, NGVD29, Extending the potable water and fire protection distribution system, providing fire hydrants, and potable water stations, with concrete enclosures, paved apron area, including heavy-duty asphaltic concrete pavement and base, storm water drainage and collection system, well, permanent fencing and gates, pavement markings and signage, Construction of new concrete retaining wall. Page 3 PROPOSED SERVICES: 1. Furnish and Install 1 ea. 42” demonstration Drilled shafts consisting of full length 42” I.D. leave in place steel casing. The Casing for the drilled shaft shall be removed prior to concrete initial set and the drilled shaft concrete to be cut off and removed, after concrete curing, to 2ft below the mudline, reinforcing shall not be utilized. Location and length of demonstration shaft shall be determined by the Engineer and Owner at the time contract. Demonstration shaft shall be installed with the same equipment as utilized for the production drilled shafts. 2. Furnish and Install 20 ea. 42” Drilled shafts consisting of full length 42” I.D. leave in place steel casing. Casing to be cut off and removed, after concrete curing, from cutoff elevation to a minimum of 2ft below the mudline. Drilled shafts to be installed in two end bents and 4 in water bents. Bent No. 1 drilled shaft length to be 43.09 ft., Bent No. 2 drilled shaft length to be 51.61 ft., Bent No. 3 drilled shaft length to be 86.81 ft., Bent No. 4 drilled shaft length to be 79.85 ft., Bent No. 5 drilled shaft length to be 79.01 ft., Bent No. 6 drilled shaft length to be 43.09 ft. Drilled shaft concrete to be a minimum of 4,000 psi class IV concrete; Reinforcing to be Grade 6 uncoated with 6” cover; shaft inspection is not required, Cross hole Sonic Logging shall be performed by a 3rd party testing lab. 3. Ebsary shall provide design, furnish, install and remove the temporary access trestle to provide access for foundation installation. In the event that the trestle is deemed impractical, then Ebsary shall utilize deck barges and push boats to work from the water. 4. Furnish, Install and remove all required Turbidity Curtain and Silt Fence 5. Turbidity testing and endangered species watch in accordance with the construction permits 6. Demolition and removal of existing seawall section that interferes with bridge construction. 7. Furnish and install Tensar or Reinforced Earth Proprietary Earth MSE walls for wall numbers MSE Walls MSEW-1A, MSEW-1C, MSEW-2A, MSEW-2B, MSEW-2C. Walls to include all necessary footings and leveling pads. 8. All required marine and road Maintenance of Traffic to include temporary signage and barricades 9. Temporary and permanent construction fencing. 10. Provide for Stormwater Pollution Prevention Plan, to include necessary inlet protection, silt fencing 11. Protection of existing structures and vibration monitoring 12. Ground Improvement by either soil mixing or chemical grouting from station 20+70 to 21+70 and from 24+12 to 26+40 to a minimum depth of 20ft below grade and a minimum of 10ft beyond he edge of the MSE wall or toe of the embankment slope or up to the property line. Final ground improvement to be performed by the specialty contractor. 13. Class 5 Applied finish coating to all exposed surfaces that are not walk surfaces. 14. Fabric Formed Concree Slope stabilization at each end bent. 15. Form, Pour and Strip 4 ea. in water Cast in Place Concrete Drilled Shaft Pile Caps. Pile caps to consist of 5,500 PSI Class IV concrete and Grade 60 uncoated reinforcing. 16. Form, Pour and Strip 2 ea. End Bent Cast in Place Concrete Drilled Shaft Pile Caps. Pile caps Page 4 to consist of 5,500 PSI Class IV concrete and Grade 60 uncoated reinforcing. 17. Furnish and Install 13 ea. precast and prestressed Florida I-36 Beams for the interior beams. I Beams to be installed with the required Neoprene Bearing Pads and set on the CIP pedestals and shall be cast with Class V 6,500 psi concrete. Beams shall be temporarily braced until diaphragms are cast. 18. Furnish and Install 10 ea. precast and prestressed Rectangular Haunched beams for the outer beams for each span. Haunched Beams to be installed with the required Neoprene Bearing Pads and set on the CIP pedestals and shall be cast with Class V 6,500 psi concrete. Beams shall be temporarily braced until diaphragms are cast. 19. Furnish and Place 8” thick cast in place concrete bridge deck. Concrete to be placed with a2% crown and galvanized stay in place forms shall be used. The bridge Girders shall be monitored from the time of placement through concrete deck placement to verify if the deflection occurs as predicted. In the event that deflection is more or less than predicted, then the engineer shall be notified. The concrete decking shall be raised or lowered to accomdate for deviations in anticipated deflection. Concrete deck shall have electrical conduit installed prior to concrete placement. Deck concrete shall Class IV 5,500 PSI concrete with grade 60 uncoated reinforcing. After concrete curing, bridge floor shall receive V-grooving in accordance with a Class 4 Floor finish. 20. Form and place Cast in Place Concrete approach slabs at each abutment. Approach slabs to have a step to allow for 1½” asphalt overlay. 21. Structural Asphalt concrete from approach slab to match existing roadway 22. Form and place all incidental superstructure concrete with Class IV 5,500 PSI concrete and grade 60 uncoated Reinforcing. Incidental concrete includes all beam diaphragms, endwalls, sidewalls, backwalls, closure pours, expansion joints, etc. 23. Form and place 32” FDOT traffic railing on east side of bridge with Class IV 5,500 PSI and grade 60 uncoated reinforcing. Traffic railing to be cast with double 4” FPL conduit, conduit provided by FPL but installed prior to concrete placement. Attached to traffic railing is 1½” ADA Grab Handrail and Special Height Bicycle railing 24. Form and place special traffic railing on west side of bridge with Class IV 5,500 PSI and grade 60 uncoated reinforcing. Traffic railing to be cast with double 4” FPL conduit, conduit provided by FPL but installed prior to concrete placement and include Special Height Bicycle railing 25. Furnish Install and Backfill S-101 Drainage Control Structure with approximately 391 lf. of 12”x18” RCP and approximately 8 lf of 18” RCP and approxiamately356 LF of 5’x4’ exfiltration trench and one Ditch Bottom Inlet. Core drill and connect to existing drainage structure. 26. Furnish, Install and backfill S-102 Man Hole 27. Furnish, Install and backfill S-103 Manhole Pipe consisting of approximately 65 LF of 18” RCP 28. Furnish, Install and Backfill S-104 Catch Basin Pipe consisting of approximately 15 LF of 18” RCP 29. Furnish, Install and backfill S-105 Curb Inlet Pipe consisting of approximately 21 LF of 18” RCP Page 5 30. Furnish, Install and backfill S-201 24” Yard Drain Pipe with approximately 61 LF of 18” PVC pipe and one gutter inlet 31. Furnish, Install and backfill S-202 24” Yard Drain 32. Furnish and install 6 ea. Collapsible bollards 33. Saw cut, mill and removed existing asphalt paving for drainage installation. 34. Remove and sotock pile existin gbridck pavers. 35. Install Type “F” concrete curbing, type “E” drop curb, in accordance with roadway plan 36. Installation of Asphalt repair, match existing 37. Furnish the concrete barrier wall at the end of the MSE wall at each end of the bridge with associated crash cushions. 38. Furnish and install brick paver walkway with concrete curb, to match existing 39. ADA access ramps 40. Cast in Place concrete sidewalk to match the existing with appropriate sidewalk ramps 41. Replace herringbone brick paver crosswalk at N.E. 174th Street 42. Remove existing parking meters 43. Furnish and install replacement traffic signage in accordance with roadway plans. 44. Furnish and install 9 ea. single arm light poles with all associated conduit, pull boxes, and incidental electric. Three (3) each Light Pole Pilasters on the bridge structure and six (6) precast light bole bases. 45. All additional incidental and temporary work in order to complete the scope of work as shown in the Calvin, Giordano & Associates Inc. North Bay Road drawings dated 12/10/2013 and the BHA, Inc. North Bay Road Bridge Drawings dated 7-09. COMPREHENSIVE PROJECT LIST: 1. ONGOING MAJOR PROJECTS LIST 1.1. Island Gardens Megayacht Marina (Dredging & Turbidity Management) – Furnish time and material support for installation, maintenance, and removal of all necessary turbidity management devices. Contract Value $ 1,670,000. Bruce Wood., Jay Cashman, Inc., (617) 890-0600, bwood@jaycashman.com 1.2. Master Pump Station No. 3 Cofferdam – Miami Dade Water and Sewer Department – Design, Install, and Remove Temporary Cofferdam for Pump Station Construction. Installation of 12 ea. 24”x75ft Augercast Foundation Piling. Contract Value $ 2,789,000. Patrick Carr, Poole & Kent Company of South Florida; (305) 325-1930, patc@pkflorida.com 1.3. Herbert Hoover Dike Rehabilitation Project, Culverts 1 & 1A Replacement – US Army Corps of Engineers – Temporary Combi-Wall Sheet Pile Cofferdams, Permanent steel Sheet Piling, 24” Augercast Piling. Contract Value: $ 15,672,012.00. Mauricio Gonzalez, Odebrecht Construction Company, (305) 341-8800, mjgonzalez@odebrecht.com. Page 6 1.4. Herbert Hoover Dike Rehabilitation Project, Culverts 11 & 16 Replacement – US Army Corps of Engineers – Temporary Combi-Wall Sheet Pile Cofferdams, Permanent steel Combi-Wall Sheet Piling. Contract Value: $ 2,827,470.00. Tom Westervelt, Harry Pepper and Associates, (561) 792-9186, twestervelt@hpepper.com. 1.5. Herbert Hoover Dike Rehabilitation Project, Culverts 2 & 12A Replacement – US Army Corps of Engineers – Temporary Combi-Wall Sheet Pile Cofferdams, Permanent steel Combi-Wall Sheet Piling. Contract Value: $ 2,920,155.00. Tom Westervelt, Harry Pepper and Associates, (561) 792-9186, twestervelt@hpepper.com. 1.6. Herbert Hoover Dike Rehabilitation Project, Culverts 8 & 13 Replacement – US Army Corps of Engineers – Temporary Combi-Wall Sheet Pile Cofferdams, Permanent steel flat web Sheet Piling. Contract Value: $ 1,065,000.00. Tom Westervelt, Harry Pepper and Associates, (561) 792-9186, twestervelt@hpepper.com. 1.7. Miami Harbor Deepening Phase II, Julia Tuttle Sea Grass Mitigation Area - US Army Corps of Engineers – Installation and removal of 65 each 12” x 60 foot long temporary pipe piling, 6,500 lf of floating turbidity barrier, and 8 ea. 30” x 60 foot long temporary steel caissons. Contract Value: $ 275,000.00. Scott Baumann, Great Lakes Dredge and Dock, LLC, (630) 209-1058 SBaumann@gldd.com. 1.8. Palazzo Del Luna – Furnish and install Augercast foundation piling. Contract Value: $ 1,350,000.00. Chuck Zhang; ASR Construction; (305) 534-1989. 1.9. US 27 Barry Road to US 192 Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $763,118.00. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.10. I-75 Express Segment D Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $2,103,072. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.11. I-75 Express Segment A&B Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $1,585,305. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.12. SFRTA Operations Center Augercast Piling – South Florida Regional Transportation Authority – Furnish and install Augercast foundation piling. Contract Value: $ 975,000.00. Gulf Building, LLC.; (954) 492-9191 1.13. SR 826 / I-75 Express Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $1,050,092. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.14. Villas by the Sea – Buildings A &D, Install 438 ea. 14” x 40 ft. bid length augercast piles. Contract Value: $543,795. Bruce Talboys, Minto Villas by the Sea, LLC, (954) 973-4490 Page 7 1.15. Turnpike HEFT at S.W. 104th to S.W. 184th Sound Walls – Florida Turnpike Authority – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $1,790,673. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.16. I-75 Express Segment C (Miramar to Sheridan) Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $795,951. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.17. US-41 (SR951 to Greenway Road) Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $515,207. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.18. SR 951/Collier Blvd. Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $237,456. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 1.19. US-27 Barry Road to US-192 Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $771,744. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 2. COMPLETED 2015 JOBS 2.1. EAA A-1 Flow Equalization Basin – South Florida Water Management District – Design, furnish, install, and remove temporary sheet pile cofferdams for 16 water control structures. Install approximately 3,870 linear feet of permanent steel sheet piling, 175 thread bar tiebacks, 500 LF of double channel waler, and 160 each 14” prestressed concrete piles. Contract Value: $ 3,279,640.00. Miguel Vila, Central Florida Equipment, Inc., (305) 888-3344, Miguelv@centralfloridaequip.com. 2.2. FPL Pipe Bridge Replacement and South Bank Stabilization Project – Florida Power and Light – Construction of new elevated pipe Bridge and demolition of existing pipe bridge and construction of new sheet piling bulkhead. Contract Value: $1,989,000. Bill Figler, Florida Power and Light, (561) 694-4749, William.figler@fpl.com 2.3. Area 2 (Bay 177-183) Construction of Seawall – Miami-Dade County Seaport Department – Construction of new 600ft Long anchored bulkhead with backfill, dredging and rip-rap relocation. Contract Value: $ 9,676,000.00. Kari Garland, Miami Dade County Seaport Department, kari@miamidade.gov, (305) 347-4974 2.4. S-133 and S-135 Pump Stations Trash Rake Upgrades and Site Improvements – South Florida Water Management District – Furnish and Install two (2) replacement steel combination wall and precast concrete bridge structures for Trash Rake Upgrades. Includes steel sheet pile underwater cutoff wall and trash rake divider wall and timber and Page 8 composite pile. Contract Value: $2,395,095.00. Matthew Deluca, McKenna Contracting, Inc., (941) 309-5275, mdeluca@mckennacontracting.com. 2.5. Island Gardens Megayacht Marina (Bulkhead Construction) – Furnish and install 921 foot long anchored steel sheet pile bulkhead. Contract Value $ 1,840,000. Dr. Oktay Cini, Flagstone Properties, LLC, (614) 804-0624 aocini@flagstonegroup.com 2.6. Joseph Caleb Center Parking Garage – Install 362 ea. 16” dia. x 48 ft. bid length augercast piles. Contract Value: $602,140.00. Rick Curley, ABC Construction, (305) 663-0322 2.7. The Palms Hotel & Spa Parking Garage – Install 131 ea. 14” dia. x 40 ft. bid length augercast piles. Contract Value: $201,000. Juan Mejia, KVC Construction, (305) 757- 7707 2.8. University of Miami U-Health Ambulatory Center– Furnish and install Augercast foundation piling. Contract Value: $ 690,000.00. Frank Chang, Arellano Construction Company, (305) 994-9901 2.9. 8th Ave Residences– Furnish and install 230 ea. 24” x 70ft and 233 ea. 14”x56ft augercast piling. Contract Value: $ 1,358,250.00. Joe Darnaby, Stiles Construction, (954) 627- 9150, joe.darnaby@stiles.com 2.10. Dolphin Mall Restaurant Expansion – Furnish and install augercast piles. Contract Value: $206,550.00. Joel Roehl, Whiting Turner Contracting Co., (954) 776-0800 2.11. I-75 Express Segment E (Griffin to I-595) Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $1,084,547. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 3. COMPLETED 2014 JOBS 3.1. Wharves Strengthening Program, Cargo Wharves I to VII – Miami-Dade County Seaport Department – Furnish and install replacement combi-wall steel sheet pile bulkhead, driven 30” pipe piling and cast-in-place concrete breasting structures. Contract Value: $ 22,144,822.00. Odebrecht Construction Company, Luiz Simon (305) 341-8800, lsimon@odebrecht.com – Juan Bergouignan, Miami Dade County Seaport Department (305) 347-4974l 3.2. Fisher Island Bulkhead Replacement Project – Demolition and installation of new seawall and repair of existing seawall. Installation of steel sheet piling, driven concrete piles, grouted soil anchors with double channel waler, cast-in-place concrete cap and concrete toe wall. Contract Value: $ 5,764,000.00. Nick Azar, Fisher Island Community Association, (305) 695-3069, nazar@fisherislandfica.com 3.3. South Pointe Pier Replacement Project – City of Miami Beach – Demolition and installation of new concrete fishing pier. Contract Value: $ 1,365,250.00. Marty Murphy, Jr., Murphy Construction Company, (561) 655-3634, martinmurphy@themurphyco.com Page 9 3.4. Arch Creek Bike Path & Pedestrian Bridge Replacement Project – City of North Miami – Furnish and Install 2 ea. 60ft x 8ft prefabricated steel truss pedestrian bridges supported by 24” prestressed concrete pile and footers. Contract Value: $ 487,531.00. Ruby Johnson, City of North Miami, (305) 895-9887, rcrenshaw@northmiamifl.gov. 3.5. Molasses Facility Foundation Project – Furnish and Install 556 ea. 24” x 35ft Augercast Piling. Contract Value: $ 1,135,000.00. Robert Rodriguez, Industrial Construction Solutions, (561) 261-0075 3.6. The Atton Brickell Hotel – Furnish and install 390 ea. 18” x 40ft augercast piling. Contract Value: $ 718,000.00. Scott Desharnais, Moss and Associates, LLC (954) 524- 5678, sdesharnais@mossemail.com 3.7. 8th Ave Residences– Furnish and install 230 ea. 24” x 70ft and 233 ea. 14”x56ft augercast piling. Contract Value: $ 1,358,250.00. Joe Darnaby, Stiles Construction, (954) 627- 9150, joe.darnaby@stiles.com 3.8. S-129 and S-131 Pump Stations Trash Rake Upgrades and Site Improvements – South Florida Water Management District – Furnish and Install two (2) replacement steel combination wall and precast concrete bridge structures for Trash Rake Upgrades. Includes steel sheet pile underwater cutoff wall and trash rake divider wall. Contract Value: $ 2,465,911.00. Matthew Deluca, McKenna Contracting, Inc., (941) 309-5275, mdeluca@mckennacontracting.com. 3.9. Jupiter Island Beach Club – Install 155 ea 16” dia. x 39 ft. bid length augercast piles. Contract Value: $310,000.00. Frank DAscanio, The Weitz Company, (561) 687-4804 3.10. One West Las Olas – Install 59 ea. 24” x 65 ft. bid length augercast piles. Contract Value: $372,000.00. Jessica Quintana, Stiles Construction, (954) 627-9150 3.11. LA Fitness - Install 259 – 16” dia. x 22 ft. bid length augercast piles. Contract Value: $240,000.00. Angel Ortiz, Kellogg & Kimsey, Inc., (941) 927-7700 3.12. LAN Cargo Aircraft Maintenance Hangar – Install 162 - 14” dia. x 57 ft. bid length augercast piles. Contract Value: $295,000.00. Sebastian Gomez, Lemartec Engineering, (305) 273-8676 3.13. I-75 Sound Walls (Caloosahatchee) – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $ 453,436. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 3.14. I-95 at Spanish River Blvd / Yamato Road Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $225,725. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 3.15. Martin Hwy. / C.R. 714 Sound Wall – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $143,265. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. Page 10 3.16. Pembroke Rd (I-75 to Dykes Road) Sound Wall – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $87,520. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 4. COMPLETED 2013 JOBS 4.1. Repairs to Navy mole Bulkhead 497 – US Department of the Navy, NAVFAC S.E. / City of Key West – Demo and Install replacement 400 LF of new Sheet pile Seawall with CIP Concrete Cap and Promenade slab, waler and grouted soil anchor tiebacks, mill and repave the pier and utility restoration. Contract Value: $ 3,278,822.00. Ray Cottom, NAVFAC SE, (850) 814-7060, Melvin.Cottom.ctr@navy.mil. 4.2. Design-Build Services for Sewall Stabilization and Repair Project – City of Miami – Design and install grouted seawall tieback system for an existing failed seawall. Includes concrete repairs and site restoration. Contract Value: $ 2,369,250.00. Jeovanny Rodriguez, City of Miami, (305) 416-1395, jrodriguez@miamigov.com 4.3. ECHO Aventura Seawall, Augercast Pile and Temporary Steel Sheet Piling – Demolition of existing bulkhead obstructions, furnish and install 1100 wall foot steel sheet pile bulkhead, boulder rip rap, cast in place concrete cap, 215 ea. 36” augercast pile, 315 ea. 18” augercast pile and design, install and remove 9 ea. temporary steel sheet pile cofferdams. Contract Value: $ 3,264,941.00. Rick Schuerger, (954) 920-8550, rscjierger@jmaf.net 4.4. The Brickell CitiCentre, Foundation Package – 1,153 LF of AZ19-700 permanent steel sheet piling and internal steel beam waler and bracing. Contract Value: $ 7,012,411. Charles Bartlett, Malcolm Drilling Company, Inc., cbartlett@malcolmdrilling.com (813) 523-1427. 4.5. Biscayne Bay Yacht Club Seawall – Furnish and Install 125 wall feet of new steel sheet piling seawall with concrete cap, rip-rap, and uplands. Contract Value: $155,000.00. Jeff Williamson, (305) 794-6839, jwilliamson@hbre.net. 4.6. SR 84 Davis Blvd. Sound Walls (Collier County) – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $ 307,880.00. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 4.7. Replacement of Tarpon Pier – City of Key West – Demo existing pile and timber dock and replace with new Floating Dock. Contract Value: $ 1,421,533.00. Birchard Ohlinger, P.E., Engineering Department, City of Key West, (305) 809-3747, bohlinger@keywestcity.com. 4.8. I-595 Corridor Roadway Improvements Project (Soundwall Construction) – Florida Department of Transportation – Furnish and Install Augercast Pile Soundwall Posts, Precast Concrete soundwall panels, demolition and disposal of existing soundwall panels, Temporary and Permanent sheet pile installation. Contract Value: $1,758,337. David Page 11 Lagan, Dragados-USA, (954) 513-3884, dlagan@Dragados-USA.com. 4.9. PortMIAMI Cruise Terminal C, F & G Runway Improvements and New Bollards (Project # 2013-041) – Miami-Dade County Seaport Department – Furnish and install 14” x 50ft Augered Cast-in-Place Piling and Cast-in-Place Concrete Runway Extensions for the Cruise Terminals and 24”x 80ft Augercast Pile supported 150 ton mooring bollards. Contract Value: $ 868,405.00. Kari Garland, Miami Dade County Seaport Department, kari@miamidade.gov, (305) 347-4974 4.10. Berth 1 High Wind Bollards – Broward County Seaport Department (Port Everglades) – 1 ea. 66” x 70ft long Drilled shafts with concrete pile caps and 150 Ton Single Bit Bollards. Contract Value: $ 172,000.00. Gary Bogumill, Port Everglades, gbogumill@broward.org, (954) 468-0149 5. COMPLETED 2012 JOBS 5.1. SR 417 Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $170,800. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 5.2. Miami Beach Edition Hotel Foundation Pile – 101ea 24” x 43ft, 166ea 18” x 43ft, 157ea 14” x 38ft and 251ea 18” x 35ft Augercast Piling. Contract Value: $1,925,868. Eric Cohen, Coastal Construction (305) 970-1969. 5.3. Port of Miami Tunnel and Access Improvements Dodge Island Bridge Foundation – Florida Department of Transportation – Furnish and Install 44 ea. 24” Concrete Foundation Pile, to include test pile program. Contract Value: $375,706.00. Jorge Orobitg, Bouygues Civil Works, (305) 894-1835, j.orobitg@bcwf-miami.com. 5.4. North District Chiller Plant CHW Interconnect Piping Microtunneling Cofferdams – Miami Dade County - Design, install and remove 2 ea. microtunneling Jacking Cofferdam Pits. Contract Value: $302,771. Mike Gibson, Bradshaw Construction (813) 621-7444. 5.5. Berth 27 & 29 High Wind Bollards – Broward County Seaport Department (Port Everglades) – 3 ea. 66” x 70ft long Drilled shafts with concrete pile caps and 150 Ton Single Bit Bollards. Contract Value: $ 339,020.00. Gary Bogumill, Port Everglades, gbogumill@broward.org, (954) 468-0149 5.6. Port of Miami Mooring Bollards Phase I – Miami-Dade County Seaport Department – Demolish existing fenders and apron slabs and Install 22 ea. bollards consisting of 88 ea 24” diameter x 77’ Augercast Piles and 22 ea cast in place concrete pile caps with 150 ton bollards. Contract Value: $1,800,000. Juan Bergouignan, Port of Miami (305) 347-4974 5.7. S-197 Culvert Replacement Cofferdam Anchor Pile – South Florida Water Management District – Install 48 ea. 16” Augercast Anchor Pile for the cofferdam tremie tie down. Contract Value: $ 46,000. Tim Keen, Interlaken, Inc. (561) 582-4651 5.8. I-595 Corridor Roadway Improvements Project (Driven concrete pile) – Florida Department of Transportation – Install 18” and 24” precast and prestressed concrete pile. Contract Value: $1,041,000. Brad Wilson, GLF Construction Corp. (954) 423-1436. Page 12 5.9. The Ocean Hotel Foundation – 108 ea. 14” x 60ft Augercast Piling. Contract Value: $177,500. John Cahorshak, Reliance Construction Company, LLC, (561) 613-5423 5.10. University of Miami Student Activities Center Foundation – 339 ea. 14” x 38 ft Augercast Piling. Contract Value: $320,000. Stephen Chang, Moss & Associates. (305) 381-8471. 5.11. San Marco Island Drainage Improvements Cofferdam Construction – City of Miami – Design, Install and Remove 21ft x 57ft temporary cofferdam for pump station construction. Contract Value: $205,000. Ed Dominguez, South Eastern Engineering Contractors. (305) 557-4226. 5.12. I-75 Sound Walls (Fowler to Bruce B. Downs) – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $238,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 5.13. SR 429 Sound Walls – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $123,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 5.14. Removal of Fishing Catwalks at Rickenbacker Causeway Bear Cut Bridge – Miami Dade County – Demolition and Disposal of existing concrete catwalk and fishing pier. Contract Value: $380,407. Alberto Estevez, MDC Construction Manager, (305) 375-1918. 5.15. Cruise Terminal D & E Runway Extension (Project # 2011-014.04) – Miami-Dade County Seaport Department – Furnish and install 14” x 50ft Augered Cast-in-Place Piling and Cast-in-Place Concrete Runway Extensions for the Cruise Terminals. Contract Value: $ 789,757.00. Kari Garland, Miami Dade County Seaport Department, kari@miamidade.gov, (305) 347-4974 5.16. I-95 Express Sound Walls (Broward County) – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $ 130,044.00.00 George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 5.17. I-95 Sound Walls (Indian River County) – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $ 482,683.00. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284, gls@ciflorida.com. 6. COMPLETED 2011 JOBS 6.1. I-595 Corridor Roadway Improvements Project (Microtunneling cofferdams) - Florida Department of Transportation - Design, install and remove 13 ea. microtunneling Jacking and receiving Cofferdam Pits. Contract Value: $1,528,629. Mike Gibson, Bradshaw Construction (813) 621-7444. 6.2. I-595 Corridor Roadway Improvements Project (Bulkhead & MSE Wall Construction) – Florida Department of Transportation – Furnish and Install approximately 14,500 wall feet of anchored bulkhead seawall with double channel walers, deadman tiebacks, grouted Page 13 tiebacks. Install 2500 wall feet of MSE sheet pile walls with grouted tiebacks and walers. Contract Value: $11,400,000. Daniel Ruiz, Dragados, USA (954) 513-3821. 6.3. I-595 Corridor Roadway Improvements Project (Microtunneling cofferdams) – Florida Department of Transportation – Design, install and remove 7 microtunneling Jacking and receiving Cofferdam Pits, Cast-In-Place Concrete Thrust Walls and Portal Walls. Contract Value: $1,421,000. Alex Carstens, Globetec Construction Company (954) 590- 3305 6.4. I-595 Corridor Roadway Improvements Project (Driven concrete pile) – Florida Department of Transportation – Install 18” precast and prestressed concrete pile. Contract Value: $515,000. Antonio Mayo Suarez, Dragados, USA, Inc (954) 513-3858 6.5. Pump Station 650 Lakeside Ranch– South Florida Water Management District (SFWMD) – Furnish and install sheet pile and H-Pile wing walls with tiebacks and walers. Furnish and Install concrete piling and timber piling. Contract Value: $ 715,000. Matthew Deluca, Douglas N. Higgins, Inc. (941) 309-5275 6.6. Large Vessel Mooring Facility – City of Miami – Furnish and install 64 ea. 24” concrete piles for 16 ea. mooring dolphins; with preformed holes, concrete caps, mooring bollards and fenders. Contract value: $1,330,000. Carlos Vasquez, City of Miami project manager. (786) 367-5480 6.7. Berth 33 Bulkhead & Slip 3 Toe wall – Broward County Seaport Department (Port Everglades) – Install AZ 36 sheets toe wall, place tremie seal, provide and install combi- wall, grouted soil anchors and cast-in-place concrete cap. Contract value: $2,900,000. Gary Bogumill, Port Everglades project manager. (954) 325-7665 6.8. C111 Spreader Canal – South Florida Water Management District Furnish and install permanent sheet pile with tiebacks; Design, install and remove temporary sealed steel sheet pile cofferdam. Contract Value: $325,000. Saide Rangel, GlobeTec Construction (954) 590-3305 6.9. I-75 Sound Walls (SR 80 Interchange) – Florida Department of Transportation – Install Augercast Piles and set templates and posts for Sound Walls. Contract Value: $230,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284 6.10. I-95 Sound Barrier Walls (Palm Beach County) – Florida Department of Transportation – Augercast Piles, set posts and templates, Sound Barrier Walls. Contract Value: $170,000. Barry Transleau, State Contracting and Engineering Corp. (954) 923-4747 6.11. FPL PPE Discharge Canal Sheet Pile Wall Installation – Florida Power and Light, Port Everglades – Design, Furnish and Install 550 wall feet replacement Steel Sheet Pile Bulkhead in the Plant Discharge Canal. Contract Value: $ 881,000. David Boudreaux, Florida Power and Light (561) 691-3073 6.12. FPL PPE Circulating Water Inlet Structure, Culvert & Canal Restoration – Florida Power and Light, Port Everglades – Reconstruction of the toe wall, tremie concrete, culvert repairs and canal bank stabilization. Contract Value: $ 874,395. David Boudreaux, Florida Power and Light (561) 691-3073 6.13. FPL PPE Seal Well Remediation Units 3 & 4 – Florida Power and Light, Port Everglades Page 14 – Furnish and Install 12” Steel Pipe Piling and 14” Augercast Piling and Install Steel Sheet Piling . Contract Value: $ 340,000. David Boudreaux, Florida Power and Light (561) 691-3073 6.14. Palm Center Garage – City of Hialeah –Install 242 ea. 14” dia. x 45 ft augercast piles. Contract Value: $150,000. Oniel Toledo, City of Hialeah – Construction & Maintenance (305) 687-2620 6.15. Deering Estate Pump Station – South Florida Water Management District Design, furnish, install and remove 36’x78’ sealed cofferdam; furnish and install 2 ea. wing walls with associated deadman walls including tiebacks and walers. Contract Value: $378,000. Dave Whittemore, Worth Contracting Inc. (904) 396-6363 6.16. Sweetwater Cofferdams – City of Sweetwater – Furnish, Install and remove two sealed cofferdams for two pump station structures. Contract Value: $340,000. Saide C. Rangel, GlobeTec Construction Company, (954) 590-3305 6.17. Turnpike Soundwalls – Turnpike Enterprise Authority – Install augercast pile and set precast sound wall posts. Contract Value: $1,250,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 760-5689 6.18. Holy Cross Hospital Expansion – Install 72 ea. 16” dia. x 45 ft. augercast piles. Contract Value: $113,000. Bernie Perez, Arellano Construction. (305) 994-9901 6.19. Orange Line – MIC Earlington Heights Metrorail Connector – Miami Dade Transit – 24” Augercast Piles with Statnamic Testing. Contract Value: $3,300,000. Humberto Zambrano, Odebrecht-Tower- Community Joint Venture (305) 341-8800 6.20. I-95 Sound Barrier Walls (Jacksonville) – Florida Department of Transportation – Install 170 - 30” dia. x 16 ft. bid length augercast piles and set templates and posts. Contract Value: $370,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 899- 4284 6.21. SR 35 Sound Barrier Walls (Ocala) – Florida Department of Transportation – Install 101 ea. 36” dia. x 14 - 15 ft. augercast piles and set templates and posts for Sound Walls. Contract Value: $313,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284 6.22. SR 417 Sound Walls (Orlando) – Florida Department of Transportation – Install 216 ea. 30” dia. x 15 ft and 21 ea. 30” dia. x 18 ft augercast piles and set templates and posts for Sound Walls. Contract Value: $280,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 899-4284 6.23. Scott Carver Redevelopment - Install 147 ea. 14” dia. x 45 ft. augercast piles. Contract Value: $105,000. Neil Wilkie, Beauchamp Construction Company (305) 492-2499 6.24. MDX Cast-In-Place Sound Walls, SR 874 – Miami-Dade Expressway Authority – 30” Augercast piles. Contract Value: $505,000. George Southworth, Concrete Impression, Inc (819) 899-4284 6.25. SR 874 Sound Barrier Walls – Miami Dade Expressway Authority – Augercast Piles, Set Posts and Templates for Sound Walls. Contract Value $ 2,450,000. Brent Marley, Condotte America (305) 345-5482 Page 15 7. COMPLETED 2010 JOBS 7.1. Wharf 1 Emergency Bulkhead Repair Phase II – Miami-Dade County Seaport Department – Furnish and install sheet pile cut off wall, backfill, cast in place concrete runway and repave. Contract Value: $2,100,000. Juan Bergouignan, Miami Dade County Seaport Department (305) 347-4974 7.2. 1826 Collins – Install Augercast piling and steel sheet piling cofferdam. Pressed sheet pile installation. Contract Value: $364,000. Carlos Gonzalez, Stellar Construction Management, LLC (786) 797-6136. 7.3. Key West/Navy Design Build Pedestrian Bridge – City of Key West, US Navy – Furnish and install an elevated 120ft x 8ft wide Pedestrian Bridge. Contract Value: $759,000. Doug Bradshaw, Project Manager, City of Key West, Port Operations (305) 809-3792 7.4. North River Drive Seawall – Design Build Seawall, includes furnish and install sheet pile bulkhead, tiebacks and concrete cap. Contract Value: $389,000. Sunhouse Construction, Olga Toro (305) 442-4600. 7.5. Sawgrass Pump Station – City of Sunrise – Design, Furnish, Install & Remove a 34’x34’ sealed cofferdam. Pressed Sheet Pile Installation. Contract Value: $340,000. Michael Brandao, Cardinal Contractors, Inc. 954.587.0520 7.6. MIA Manatee Gate Replacement– Florida Department of Transportation – Install Temporary Manatee Barrier, Install new manatee gate consisting of PS27.5 sheet pile manatee gate with W10x30 King pile, Aluminum manatee gates and Steel walkway. , Remove Temporary Manatee Barrier. Contract Value: $156,000. Carmen S. Gonzalez, Turner Construction Company, (786) 265-0891 7.7. JEA Greenland Energy Center Sound Walls – Florida Department of Transportation – Install 77 ea. 30” dia. x 16 ft. augercast piles for Sound Walls and set templates and posts for Sound Walls. Contract Value: $160,000. George Southworth, Concrete Impressions of Florida, Inc. (813) 760-5689 7.8. Miami-Dade Fire Rescue Floating Dock and Boat Lift – Miami-Dade County Seaport Department – Furnish and install pile supported floating dock. Contract Value: $486,402. Juan Bergouignan, Miami Dade County Seaport Department (305) 347-4974 8. COMPLETED 2009 JOBS 8.1. MIA Mover – Miami Dade Aviation Department – 24”Augercast Piling and 24” Precast Concrete Pile Installation. Contract Value: $2,140,000. Humberto Zambrano, Parsons – Odebrecht Joint Venture (305) 341-8800 8.2. South District Wastewater Treatment Plant Clarifiers – Miami-Dade Water & Sewer Department – Augercast pile foundation. Contract Value: $495,000. Todd Palmatier, Atlantic Skanska, Inc. (772) 633-9177 8.3. Port Everglades Portwide Bollard Installation – Broward County Seaport Department Page 16 (Port Everglades) – 66” x 77ft Drilled shafts, augercast piles and concrete pile caps. Contract Value: $2,125,398.00. Gary Bogumill, Port Everglades (954) 468-0149 8.4. Miami Circle Seawall Replacement – Florida Department of Management Services – 550 Wall Foot AZ 39-700 Seawall Replacement, Concrete Cap and Rip-Rap. Contract Value: $1,357,600. Jere Lahey (904) 359-6093 8.5. West Palm Beach Waterfront Commons Foundation – City of West Palm Beach – 14”x 40’ Augercast Piling. Zach Young, Catalfumo Construction (561) 694-3000 8.6. Milander Parking Garage Foundation – City of Hialeah – 14”x 48’ Augercast Piling. Contract Value: $162,000. Carlos F. Lopez, Purchasing Supervisor, City of Hialeah (305) 883-5846 8.7. Calder Casino Aerial Crossing – Miami-Dade County – 12”x40’ precast concrete piling w/ cast-in-place concrete caps. Contract Value: $26,000. Maria Valentin, Central Florida Equipment, (305) 888-3344 8.8. Port of Miami Cruise Terminal C & D Runway Extension and Bollards – Miami-Dade County Seaport Department – 24” x 69’ augercast piling, 14”x 49’ Augercast Piling, seawall demolition, cast in place concrete caps and new Bollards. Contract Value: $459,220. Cesar Gonzalez, Project Manager, JVA Engineering (305) 696-7902 8.9. City of Cocoa WTM Cofferdams – City of Cocoa Utility and Engineering Division – Sheet pile cofferdams, soil Anchors, tremie seal and 14”x 60ft prestressed concrete piles. Contract Value: $1,550,000. Alex Carstens, Globetec Construction Company (954) 590- 3305 9. COMPLETED 2008 JOBS 9.1. Indian Key Dock Repair – Florida Department of Environmental Protection (FDEP) – Precast concrete and fiberglass dock replacement. Contract Value: $359,000 Randy Strange, Florida Department of Environmental Protection (850) 488-5372 9.2. Bellini Williams Island – Augercast pile foundation. Contract Value: $1,255,000 Kevin Schwarte, 180 Production Management Inc. (786) 338-5360 9.3. Marriott Miami Airport – Augercast pile foundation. Contract Value: $535,000 Ben Vidiella, Suffolk Construction Company (305) 609-4459 9.4. Hollywood Seawall – Prestressed concrete piles, concrete panel seawall, timber dock. Contract Value: $445,000. Jerry McDonald, G.T. McDonald Enterprises (954) 584-3060 9.5. Waverly Condominium Seawall and Provision of Fence Foundation – Sheet pile seawall, concrete cap and landside foundation work. Contract Value: $412,902 Tania Garcia, Waverly South Beach (305) 674-5880 9.6. Matheson Seawall – Steel sheet pile seawall, concrete cap and timber piles. Contract Value: $257,000 Finlay Matheson, Owner (305) 443-4256 9.7. Miami Intermodal Center Fuel Tanks – Florida Department of Transportation – Sheet pile cofferdams, soil anchors and tremie seal. Contract Value: $338,000. Clyde Williamson, Talon Industries (817) 265-5511 Page 17 9.8. SR826/SW 163rd St. Bridge Repairs – Florida Department of Transportation – 14” Driven Fender Pile and precast column placement. Contract Value: $55,000. Eric Espinosa, PCL Civil Constructors (813)264-9500 9.9. State School BB-1 – Miami Dade County Public School – Augercast Pile Foundation. Contract Value: $590,000. Juan Campos, MCM Corp (305) 541-0000 9.10. Villas by the Sea – Augercast Pile Foundation. Contract Value: $840,000. Michael Parker, Minto Communities, LLC (954) 973-4490 9.11. NSU Competition Pool – Nova Southeastern University – Augercast Pile Foundation. Contract Value: $340,000. JWR Construction Services C/O Nova Southeastern University. Mike Metzger, JWR Construction Services (954)234-8632 9.12. Turnpike Sound Wall (I-4 to Gotha Road) – Florida Department of Transportation – Augercast Pile Foundation and Precast Post for sound walls. Contract Value: $2,750,000. George Southworth, Concrete Impression, Inc (819) 899-4284 9.13. Army Corps of Engineers Structure 333 – Army Corps of Engineers (ACOE) – Driven 14” Pile and Augercast Anchor Supported Slab and Foundation. Contract Value: $ 200,000. Eduardo Gandolfo, Michello, Inc. (305) 233-5394 9.14. Westwego Floodwall Construction – Army Corps of Engineers (ACOE) – Steel sheet piling, steel pipe piles, steel H-Piles for floodwall construction, timber dolphin piling. Contract Value: $ 2,040,174. Paul Nola, Cajun Constructors Inc. (225) 753-5857 Page 18 EQUIPMENT UTILIZATION (See Attached Owned Equipment List) Major Company Owned Equipment (that will utilized for this project) LS238 150 Ton Lattice boom Crawler Crane (Foundation Crane) LS138 80 Ton Lattice Boom Crawler Crane (Formwork Crane) Bauer BG25 Drill Rig (Drilled Shafts) Lincoln 250 Amp Duty Cycle Welding Machine APE 300 Hydraulic Vibratory Hammer 8ft Caisson Clamp Sullair 210 Air Compressor APE 630 Power Unit Lengemann Survey Equipment Kobelco 330 Excavator Steel Falsework and Temporary H-Pile 10ft Type II Turbidity Barrier Concrete Tremie Pipe 3 CY Concrete Bucket CAT 416 Rubber Tire Backhoe Major Anticipated Rental Equipment 80LF of Pile Supported Crane Trestle and Mats Trench Box Bomag Roller Compactor PERI Forms 30 CY Settling Tanks 2” Hydraulic Trash Pump 32 Concrete Pump Truck 18 CY Dump Truck Major Sub Contractor Equipment Chemical Grout Pump (type to be determined upon project start) Soil Mixing Rig (type to be determined upon project start) Grout Plant (type to be determined upon project start) Barrier Wall Slip Form Excavator (type to be determined upon project start) MSE Wall Lifting Brackets Compactor Dump Trucks Page 19 COMPANY KEY PERSONNEL: Scott Alfele – President – 21 years’ experience in foundation and engineering construction at Ebsary Foundation Company. Licensed State of Florida General Contractor, Licensed Miami-Dade County Engineering Contractor, Category: Structural Engineering. Phone: (305) 986-8700, Email: scotta@ebsaryfoundationco.com Matthew Shiring, P.E. – Vice President – 12 years’ experience in heavy marine and foundation construction – 7 years with Ebsary Foundation Company. Licensed Professional Engineer in Florida and Maryland (FL License No. 67266). Phone: (305) 746-5244, Email: matt@ebsaryfoundationco.com Mike Gonzalez – General Superintendent / Vice President of Operations. 30 years’ experience in marine, heavy and foundation construction at Ebsary Foundation Company. Phone: (305) 986-0172, Email: mike@ebsaryfoundationco.com Brian Ortiz – Project Manager / Estimator – 10 years’ experience in foundation construction with Ebsary Foundation Company. Phone: (786) 299-1527, Email: brian@ebsaryfoundationco.com Brent Huffman – Project Manager / Estimator – 10 years’ experience in foundation and heavy construction. 3 years with Ebsary Foundation Company. Phone: (305) 986-7414, Email: bhuffman@ebsaryfoundationco.com Yosmel Milian, P.E. – Project Manager / Estimator – 4 years’ of experience in foundation and heavy marine construction at Ebsary Foundation Company. Licensed Professional Engineer in Florida (FL License No. 78540) Phone: (305) 967-3977, Email: ymilian@ebsaryfoundationco.com Alejandro Martinez – Project Engineer – 1 year of experience at Ebsary Foundation Company. Phone: (305) 967-3977, Email: amartinez@ebsaryfoundationco.com Rick Varney – Superintendent – 30 years’ of experience in foundation, heavy and marine construction. 2 years’ with Ebsary Foundation Company. Phone (305) 898-3965, Email: rvarney@ebsaryfoundationco.com Mark Belliveau – Superintendent – 30 years’ experience in foundation, heavy and marine construction. 7 years with Ebsary Foundation Company. Phone: (305) 747-4514, Email: mbelliveau@ebsaryfoundationco.com John Weidner – Superintendent. 12 years’ experience in foundation and heavy construction at Ebsary Foundation Company. Phone: (305) 219-0781 – Email: john@ebsaryfoundationco.com Page 20 Gerry Knopp – Superintendent. 31 years’ experience in foundation, heavy and marine construction. 5 years’ experience with Ebsary Foundation Company. Phone: (305) 986-9025 – Email: gknopp@ebsaryfoundationco.com Esmil Canet – Superintendent. 16 years’ experience in foundation and bridge construction. 3 years with Ebsary Foundation Company. Phone: (305) 934-5415 – Email: ecanet@ebsaryfoundationco.com Brian Belliveau – Superintendent. 30 years’ experience in foundation, heavy and marine construction. 7 years with Ebsary Foundation Company. Phone: (786) 423-1357 – Email: bbelliveau@ebsaryfoundationco.com TRADE REFERENCES: o Odebrecht Construction Company, Inc. – Luiz Simon – (305) 341-8800 - lsimon@odebrecht.com o Port Everglades Seaport Engineering Dept. – Gary Bogumill – (954) 468-0149 - gbogumill@broward.org o Miami Dade County Seaport Department, Construction Management – Kari Garland – (305) 347-4891 – Kari@miamidade.gov o Construction Engineering Consultants – Mike Bone, PE – (954) 922-6917 - mbone@ceconstruct.com o Atkins Global - Bill Pitcher – (786) 412-2201 – bill.pitcher@atkinsglobal.com o State Contracting & Engineering Corp. – Barry Transleau – (954) 923-4747 - btransleau@statecontracting.com o Florida Erection Service, Inc. – Glen McClendon – (954) 421-0575 o Miami Dade County Seaport Department – Juan Bergouignan – (305) 905-3925 – Juberg@miamidade.gov o AECOM – Michael Lecomte – (786) 218-2147 – Michael.LeComte@aecom.com o NV5 (KACO) – Barry Goldstein – (305) 666-3563 – barry@kaderabek.com o Ocean Consulting, LLC – Kirk Lofgren – (305) 921-9344 – kirk@oceanconsultingfl.com o Skyline Steel, LLC – Brent Kearney – (407) 622-6001 – BKearney@skylinesteel.com o City of Key West, Port Operations – Doug Bradshaw – (305) 809-3792 - dbradsha@keywestcity.com BONDING INFORMATION (SEE ATTACHED): Matson-Charlton Surety Group – 700 South Dixie Highway, Suite 100, Coral Gables, Florida, 33146. John Charlton (305) 662-3852 Page 21 BANK REFERENCE: Sabadell United – 3275 NW 87 Ave, Miami, Florida, 33172. Jaime Ortega (305) 499-1889 CREDIT REFERENCES: o American Pile Driving Equipment – P.O. Box 88730, Tukwila WA, 98138. Dan Collins, Phone: (253) 872-0141, Fax: (253) 872-8710, Email: danc@apevibro.com o Cemex USA – 1600 N. Miami Ave, Miami, Florida 33136. Robert Vega, (305) 308-7334, Fax: (954) 970-9240, Email: robert.vega@cemexusa.com o Titan America – 2500 SW 2nd Avenue, Fort Lauderdale, FL 33315. Mark Wachtel, Phone: (954) 553-3870, Fax: (954)760-5925, Email: mwachtel@titanamerica.com o Skyline Steel – 7380 Sand lake Rd, Suite 135 Orlando, FL 32819. Brent Kearney, Phone: (305) 622-6001, Fax: (407) 622 6002, Email: brent.kearney@skylinesteel.com o United Rentals - 3501 S. State Road 7, Davie, FL 33314. Ben Bianco, Phone: (954) 214-9834, Fax: (954) 667-3227, Email: bbianco@ur.com o Neff Rental – 6501 NW 77th Avenue, Miami, FL 33166. Richard Halleck, Phone: (305) 477- 7368, Fax: (305) 593-8160, Email: rhalleck@neffcorp.com o Kelly Tractor – 5460 Okeechobee Blvd, West Palm Beach, FL 33417. Julio Rivas, Phone: (561) 683-1231, Email: julio_rivas@kellytractor.com o Stuart Building Products – 1341 N.W. 15th Street, Pompano Beach, FL 33069. Robert Maldonado, Phone: (954) 978-8900, Email: robert.maldonado@stuartbuildingproducts.com Page 22 RECENT WORK PICTURES: Area 2 (Bay 177-183) Construction of Seawall (2014-2015) Page 23 S133/135 & S131/133 Trash Rake and Bridge Construction (2013-2015) Fisher Island Bulkhead Replacement (2013-2014) Page 24 Master Pump Station No. 3 (2014-2015) Page 25 Arch Creek Pedestrian Bridges (2014) Page 26 Herbert Hoover Dike Culvert Replacement (2012-2014) City of Key West Tarpon Pier Replacement (2012-2013) Page 27 Port of Miami Wharves Strengthening Program, Cargo Wharves I-VII (2011-2014) South Pointe Park Pier Replacement (2013-2014) Page 28 I-595 Corridor Roadway Improvements Project (2010-2013) Page 29 I-595 Corridor Roadway Improvements Project (2010-2013) Page 30 City of Miami Large Vessel Mooring Facility (2011) Miami Dade Seaport Floating Dock (2010) Page 31 SR 417 Soundwall Construction – Orlando (2011) Orange Line – MIC Earlington Heights Metrorail Connector (2009) Page 32 MIA Mover Augercast Foundations (2009) US Navy / City of Key West Design Build Pedestrian Bridges Page 33 Port Everglades Bollard Installation (2008, 2011 & 2013) Atton Brickell Hotel Augercast Pile (2014) EQ U I P P L A C E D I N E S T B E G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E BE G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E N E T B O O K AS S E T D E S C R I P T I O N NO . SE R V I C E LI F E Ja n u a r y 1 , 2 0 1 4 AD D I T I O N S DE L E T I O N S Fe b r u a r y 2 8 , 2 0 1 5 Ja n u a r y 1 , 2 0 1 4 AD D I T I O N S DELETIONSFebruary 28, 2015VALUE 1 1 / 4 C l a m s h e l l B u c k e t 80 9 0 2 0 1 - J a n - 5 6 1 , 0 6 4 . 1 8 1, 0 6 4 . 1 8 1 , 0 6 4 . 1 8 1,064.180.00 1 3 / 4 E s c o B u c k e t 80 9 0 5 0 1 - M a r - 6 4 D D B 1 0 5 , 6 6 5 . 0 0 5, 6 6 5 . 0 0 5 , 6 6 5 . 0 0 5,665.000.00 Cl a m s h e l l B u c k e t 80 9 0 6 1 0 - A p r - 7 2 L D B 5 6 0 0 . 0 0 60 0 . 0 0 6 0 0 . 0 0 600.000.00 PI P E B O L T T H R E A D M A C H I N E 8 1 2 1 5 0 9 - J u l - 7 9 D D B 1 0 1 , 4 7 4 . 3 5 1, 4 7 4 . 3 5 1 , 4 7 4 . 3 5 1,474.350.00 1/ 2 Y A R D B E A M B U C K E T 8 0 9 0 3 0 1 - O c t - 8 1 S L 7 1 , 2 3 7 . 6 0 1, 2 3 7 . 6 0 1 , 2 3 7 . 6 0 1,237.600.00 CR O S B Y H O O K B L O C K 8 9 9 0 1 - 1 3 1 - D e c - 9 4 S L 7 2 , 0 0 0 . 0 0 2, 0 0 0 . 0 0 2 , 0 0 0 . 0 0 2,000.000.00 HY D R A U L I C H O E R A M 8 9 9 0 1 - 2 3 1 - D e c - 9 4 S L 7 3 , 3 1 4 . 5 0 3, 3 1 4 . 5 0 3 , 3 1 4 . 5 0 3,314.500.00 DR I L L P R E S S 89 9 0 1 - 3 2 2 - N o v - 9 5 S L 7 1 , 7 2 1 . 6 4 1, 7 2 1 . 6 4 1 , 7 2 1 . 6 4 1,721.640.00 72 5 0 C R A N E ( g r e y ) 80 1 0 4 3 0 - J u l - 9 6 S L 7 1 3 7 , 8 6 1 . 0 0 13 7 , 8 6 1 . 0 0 1 3 7 , 8 6 1 . 0 0 137,861.000.00 WE L D I N G M A C H I N E 80 8 0 2 1 5 - N o v - 9 7 S L 7 1 , 0 0 0 . 0 0 1, 0 0 0 . 0 0 1 , 0 0 0 . 0 0 1,000.000.00 MO D E L G K - 4 0 3 R E A D O U T B O X 8 9 9 0 1 - 5 0 4 - J a n - 9 9 S L 7 1 , 9 3 1 . 2 5 1, 9 3 1 . 2 5 # 1 , 9 3 1 . 2 5 1,931.250.00 H- 1 3 5 V I B R O D R I V E R / E X T R A C T O R 8 1 2 0 8 2 1 - J a n - 9 9 S L 7 6 0 , 0 0 0 . 0 0 60 , 0 0 0 . 0 0 6 0 , 0 0 0 . 0 0 60,000.000.00 89 2 P O W E R U N I T 80 7 0 2 0 9 - A p r - 9 9 S L 7 9 0 , 2 2 4 . 7 9 90 , 2 2 4 . 7 9 9 0 , 2 2 4 . 7 9 90,224.790.00 RO D B E N D E R & V A N G U A R D P U M P 8 1 2 1 7 1 5 - J u n - 0 0 S L 7 9 , 7 0 4 . 2 8 9, 7 0 4 . 2 8 9 , 7 0 4 . 2 8 9,704.280.00 OL I N C O N C R E T E P U M P 5 9 5 0 4 6 8 0 5 0 6 1 9 - J u l - 0 0 S L 7 4 8 , 1 4 1 . 4 0 48 , 1 4 1 . 4 0 4 8 , 1 4 1 . 4 0 48,141.400.00 2 5 0 0 T O N T E S T J A C K S 8 9 9 0 1 - 6 0 2 - A u g - 0 0 S L 7 2 3 , 5 1 6 . 9 5 23 , 5 1 6 . 9 5 2 3 , 5 1 6 . 9 5 23,516.950.00 DR I L L M O T O R 81 2 1 1 1 8 - D e c - 0 0 S L 7 1 8 , 0 4 5 . 0 0 18 , 0 4 5 . 0 0 1 8 , 0 4 5 . 0 0 18,045.000.00 AM E R I C A N P I L E D R I V I N G 2 5 A 8 0 2 0 1 0 2 - J a n - 0 1 S L 7 2 5 , 0 0 0 . 0 0 25 , 0 0 0 . 0 0 2 5 , 0 0 0 . 0 0 25,000.000.00 GE N E R A T O R 80 3 1 3 1 5 - O c t - 0 1 S L 7 2 , 1 1 9 . 3 5 2, 1 1 9 . 3 5 2 , 1 1 9 . 3 5 2,119.350.00 ST I L L W E L L - G R O U T P U M P 5 9 5 0 4 7 8 0 5 0 8 2 1 - M a y - 0 2 S L 7 4 7 , 6 7 0 . 6 0 47 , 6 7 0 . 6 0 4 7 , 6 7 0 . 6 0 47,670.600.00 ST I L L W E L L - B 4 0 0 M O T O R 8 0 5 0 9 0 6 - J u n - 0 2 S L 7 1 8 , 1 6 3 . 0 4 18 , 1 6 3 . 0 4 1 8 , 1 6 3 . 0 4 18,163.040.00 ST I L L W E L L - G R O U T P U M P 5 1 0 0 0 1 7 8 0 5 1 0 1 8 - S e p - 0 2 S L 7 4 2 , 2 7 9 . 44 42 , 2 7 9 . 4 4 4 2 , 2 7 9 . 4 4 42,279.440.00 Am e r i c a n 7 2 5 0 6 0 T o n C r a n e ( S / N G S 1 9 1 3 4 ) ( r e d ) 8 0 1 0 6 1 1 - F e b - 0 3 S L 7 1 6 4 , 3 2 4 . 9 3 16 4 , 3 2 4 . 9 3 1 6 4 , 3 2 4 . 9 3 164,324.930.00 BA C K H O E L O A D E R 0 7 4 9 0 8 0 3 0 6 1 1 - A u g - 0 3 S L 7 5 8 , 1 0 6 . 2 0 58 , 1 0 6 . 2 0 5 8 , 1 0 6 . 2 0 58,106.200.00 BA C K H O E L O A D E R 80 3 0 7 1 1 - A u g - 0 3 S L 7 5 0 , 7 0 2 . 1 0 50 , 7 0 2 . 1 0 5 0 , 7 0 2 . 1 0 50,702.100.00 SI L L W E L L - G R O U T P U M P 8 0 5 1 1 0 2 - D e c - 0 3 S L 7 4 9 , 9 9 1 . 9 0 49 , 9 9 1 . 9 0 4 9 , 9 9 1 . 9 0 49,991.900.00 AP E 7 5 & 5 2 5 P o w e r U n i t 8 0 2 0 4 1 7 - F e b - 0 4 S L 7 2 2 5 , 1 3 7 . 6 2 22 5 , 1 3 7 . 6 2 2 2 5 , 1 3 7 . 6 2 225,137.620.00 AP E 1 5 0 & 3 5 0 P o w e r U n i t 8 1 2 1 3 0 5 - M a y - 0 4 S L 7 1 4 9 , 0 0 0 . 0 0 14 9 , 0 0 0 . 0 0 1 4 9 , 0 0 0 . 0 0 149,000.000.00 CA T E R P I L L A R B A C K H O E L O A D E R 1 4 2 3 6 8 0 3 0 8 1 6 - N o v - 0 4 S L 7 6 0 , 4 64 . 7 0 60 , 4 6 4 . 7 0 6 0 , 4 6 4 . 7 0 60,464.700.00 CA T E R P I L L A R B A C K H O E L O A D E R 1 4 2 3 9 8 0 3 0 9 1 6 - N o v - 0 4 S L 7 6 0 , 4 64 . 7 0 60 , 4 6 4 . 7 0 6 0 , 4 6 4 . 7 0 60,464.700.00 SU L L A I R A I R C O M P R E S S O R 4 8 4 0 8 0 6 0 4 1 6 - N o v - 0 4 S L 7 1 1 , 7 1 0 . 0 0 11 , 7 1 0 . 0 0 1 1 , 7 1 0 . 0 0 11,710.000.00 PI L E T E S T I N G E Q U I P M E N T 8 2 1 0 1 2 8 - J u n - 0 5 S L 7 5 , 1 5 4 . 3 0 5, 1 5 4 . 3 0 5 , 1 5 4 . 3 0 5,154.300.00 ST I L L W E L L G R O U T P U M P 5 1 0 0 0 2 3 8 0 5 1 2 3 0 - J u n - 0 5 S L 7 5 4 , 0 1 9 . 6 6 54 , 0 1 9 . 6 6 5 4 , 0 1 9 . 6 6 54,019.660.00 AP E 5 0 & 3 5 0 P o w e r U n i t 8 0 2 0 5 0 6 - J u l - 0 5 S L 7 7 8 , 8 7 0 . 0 0 78 , 8 7 0 . 0 0 7 8 , 8 7 0 . 0 0 78,870.000.00 St i l l w e l l - K a w a s a k i M o t o r 8 1 2 0 9 8 0 3 1 6 2 3 - A u g - 0 5 S L 7 1 8 , 7 5 1 .8 8 18 , 7 5 1 . 8 8 1 8 , 7 5 1 . 8 8 18,751.880.00 AP E D R I L L 3 5 0 P o w e r U n i t 8 0 3 1 9 0 1 - O c t - 0 5 S L 7 5 , 9 6 4 . 0 0 5, 9 6 4 . 0 0 5 , 9 6 4 . 0 0 5,964.000.00 Mo b i l e S t o r a g e - 1 0 ' s t o r a g e C o n t a i n e r 8 9 9 0 1 - 8 1 1 - N o v - 0 5 S L 7 2, 4 8 7 . 7 5 2, 4 8 7 . 7 5 2 , 4 8 7 . 7 5 2,487.750.00 DR I L L E N G I N E 80 3 1 8 2 1 - D e c - 0 5 S L 7 1 7 , 0 0 0 . 0 0 17 , 0 0 0 . 0 0 1 7 , 0 0 0 . 0 0 17,000.000.00 72 6 0 C R A W L E R C R A N E 8 0 1 0 7 3 0 - M a r - 0 6 S L 7 2 0 1 , 4 5 0 . 0 0 20 1 , 4 5 0 . 0 0 2 0 1 , 4 5 0 . 0 0 201,450.000.00 20 0 5 L i n k B e l t L S 1 0 8 80 1 0 8 0 7 - A u g - 0 6 S L 1 0 4 0 2 , 9 6 5 . 7 2 40 2 , 9 6 5 . 7 2 3 9 5 , 2 9 0 . 1 7 6 , 7 1 6 . 1 0 4 0 2 , 0 0 6 . 2 7 9 5 9 . 4 5 ST I L L W E L L G R O U T P U M P 5 1 0 0 0 3 9 8 0 5 1 3 0 5 - A p r - 0 7 S L 7 5 9 , 0 9 9 . 0 4 59 , 0 9 9 . 0 4 5 9 , 0 9 9 . 0 4 59,099.040.00 AP E G R O U T S W I V E L 81 2 1 0 0 1 - M a y - 0 7 S L 7 3 , 8 9 3 . 5 6 3, 8 9 3 . 5 6 3 , 8 9 3 . 5 6 3,893.560.00 20 ' C O N T A I N E R 89 9 0 1 - 7 1 8 - J u n - 0 7 S L 7 1 , 9 7 9 . 5 0 1, 9 7 9 . 5 0 1 , 9 7 9 . 5 0 1,979.500.00 20 ' C O N T A I N E R 89 9 0 1 - 9 1 8 - J u n - 0 7 S L 7 1 , 9 7 9 . 5 0 1, 9 7 9 . 5 0 1 , 9 7 9 . 5 0 1,979.500.00 Ko b e l c o T r a c h o e 80 3 5 0 1 3 - S e p - 0 7 S L 7 8 4 , 8 5 0 . 0 0 84 , 8 5 0 . 0 0 8 4 , 8 5 0 . 0 0 84,850.000.00 Sh e e t P i l i n g 89 9 0 1 - 1 0 1 2 - S e p - 0 7 S L 5 2 2 , 0 9 7 . 1 3 22 , 0 9 7 . 1 3 2 2 , 0 9 7 . 1 3 22,097.130.00 Bo o m f o r A m e r i c a n C r a n e 8 0 1 0 7 2 1 - N o v - 0 7 S L 7 2 , 1 4 0 . 0 0 2, 1 4 0 . 0 0 2 , 1 4 0 . 0 0 2,140.000.00 20 ' C O N T A I N E R 89 9 0 1 - 1 1 2 1 - F e b - 0 8 S L 5 2 , 0 8 6 . 5 0 2, 0 8 6 . 5 0 2 , 0 8 6 . 5 0 2,086.500.00 Le n g e m a n ( s / n 2 7 0 9 2 7 ) 81 2 1 6 2 2 - F e b - 0 8 S L 5 4 , 2 7 4 . 6 5 4, 2 7 4 . 6 5 4 , 2 7 4 . 6 5 4,274.650.00 De l m a g D - 3 0 H a m m e r ( S / N 6 2 5 ) 8 1 2 1 7 0 9 - J u n - 0 8 S L 5 1 2 , 2 7 0 . 0 0 12 , 2 7 0 . 0 0 1 2 , 2 7 0 . 0 0 12,270.000.00 72 6 0 U n d e r h u n g B l o c k 80 1 0 7 1 9 - J u n - 0 8 S L 5 4 , 8 1 5 . 0 0 4, 8 1 5 . 0 0 4 , 8 1 5 . 0 0 4,815.000.00 20 F o o t C o n t a i n e r 89 9 0 1 - 1 3 1 1 - J u l - 0 8 S L 5 2 , 7 8 4 . 0 0 2, 7 8 4 . 0 0 2 , 7 8 4 . 0 0 2,784.000.00 20 0 6 L i n k B e l t L S 1 0 8 ( s / n N 8 J 6 8 5 8 1 ) 8 0 1 0 9 3 0 - J u l - 0 8 S L 1 0 35 1 , 9 1 4 . 0 0 35 1 , 9 1 4 . 0 0 2 4 0 , 4 7 4 . 5 7 5 , 8 6 5 . 2 3 2 4 6 , 3 3 9 . 8 0 1 0 5 , 5 7 4 . 2 0 AP E M o d e l 7 5 D r i l l M o t o r 8 1 2 1 9 3 0 - J a n - 0 9 S L 7 5 1 , 7 2 5 . 9 4 51 , 7 2 5 . 9 4 4 3 , 7 2 0 . 7 4 1 , 2 3 1 . 5 7 4 4 , 9 5 2 . 3 1 6 , 7 7 3 . 6 3 Ra d i a t o r f o r L i n k B e l t ( 8 0 1 0 9 ) 8 0 1 0 9 1 6 - F e b - 0 9 S L 7 6 , 2 2 1 . 3 3 6, 2 2 1 . 3 3 5 , 2 5 8 . 5 0 1 4 8 . 1 3 5 , 4 0 6 . 6 3 8 1 4 . 7 0 St i l l w e l l F l i g h t i n g 82 1 0 0 2 8 - A p r - 0 9 S L 7 2 0 , 7 3 8 . 8 7 20 , 7 3 8 . 8 7 1 7 , 2 8 2 . 4 1 4 9 3 . 7 8 1 7 , 7 7 6 . 1 9 2 , 9 6 2 . 6 8 20 0 4 P i l e C u t t e r ( s / n P - C 0 5 - 9 4 ) 8 1 2 2 0 1 2 - J u n - 0 9 S L 5 3 3 , 0 0 0 . 0 0 33 , 0 0 0 . 0 0 3 3 , 0 0 0 . 0 0 33,000.000.00 20 0 4 J o h n D e e r e E x c a v a t o r ( s / n F F 2 0 0 C X S 0 4 3 8 8 ) 8 0 3 5 1 1 2 - J u n- 0 9 S L 7 3 7 , 9 0 0 . 0 0 37 , 9 0 0 . 0 0 3 0 , 2 2 9 . 7 8 9 0 2 . 3 8 3 1 , 1 3 2 . 1 6 6 , 7 6 7 . 8 4 20 0 6 A n d e r s o n M a n u f a t u r i n g T r a i l e r ( s / n : G 8 2 9 1 0 T C ) 8 0 0 7 0 0 9 -J u l - 0 9 S L 5 5 , 0 0 0 . 0 0 5, 0 0 0 . 0 0 5 , 0 0 0 . 0 0 5,000.000.00 Ho s e s f o r P i l e c u t - o f f 89 9 0 1 - 1 4 0 9 - J u l - 0 9 S L 5 4 , 0 0 0 . 0 0 4, 0 0 0 . 0 0 4 , 0 0 0 . 0 0 4,000.000.00 CO S T B A S I S AC C U M U L A T E D D E P R E C I A T I O N MA C H I N E R Y A N D E Q U I P M E N T Fe b r u a r y 2 8 , 2 0 1 5 Machinery & Equipment PAGE 1 EQ U I P P L A C E D I N E S T B E G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E BE G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E N E T B O O K AS S E T D E S C R I P T I O N NO . SE R V I C E LI F E Ja n u a r y 1 , 2 0 1 4 AD D I T I O N S DE L E T I O N S Fe b r u a r y 2 8 , 2 0 1 5 Ja n u a r y 1 , 2 0 1 4 AD D I T I O N S DELETIONSFebruary 28, 2015VALUE CO S T B A S I S AC C U M U L A T E D D E P R E C I A T I O N MA C H I N E R Y A N D E Q U I P M E N T Fe b r u a r y 2 8 , 2 0 1 5 AP E 2 0 0 V i b r o ( s / n 2 0 0 8 0 8 5 4 R ) 8 0 2 2 1 0 8 - A p r - 1 0 S L 7 7 5 , 4 8 0 . 2 2 75 , 4 8 0 . 2 2 5 1 , 2 1 8 . 7 2 1 , 7 9 7 . 1 5 5 3 , 0 1 5 . 8 7 2 2 , 4 6 4 . 3 5 AP E 2 0 0 S h e e t C l a m p ( s / n 2 0 0 6 1 0 1 1 3 ) 8 0 2 2 2 0 8 - A p r - 1 0 S L 7 1 3 , 51 0 . 6 2 13 , 5 1 0 . 6 2 9 , 1 6 7 . 9 3 3 2 1 . 6 8 9 , 4 8 9 . 6 1 4 , 0 2 1 . 0 1 AP E 6 3 0 P o w e r U n i t ( s / n 2 0 0 6 0 1 2 0 ) 8 0 7 0 5 0 8 - A p r - 1 0 S L 7 1 2 8 , 4 0 9. 1 6 12 8 , 4 0 9 . 1 6 8 7 , 1 3 4 . 8 0 3 , 0 5 7 . 3 6 9 0 , 1 9 2 . 1 6 3 8 , 2 1 7 . 0 0 Am e r i c a n C o u n t e r w i e g h t f o r 8 0 1 0 6 8 0 1 0 6 - 1 1 4 - J u n - 1 0 S L 7 6 , 6 1 5 . 0 0 6, 6 1 5 . 0 0 4 , 3 3 1 . 2 5 1 5 7 . 5 0 4 , 4 8 8 . 7 5 2 , 1 2 6 . 2 5 Cr a n e M a t s ( S o u t h e r n T i m b e r ) 8 9 9 0 1 - 1 5 1 8 - J u n - 1 0 S L 7 1 0 , 1 7 6 . 0 0 10 , 1 7 6 . 0 0 6 , 6 6 2 . 8 4 2 4 2 . 2 9 6 , 9 0 5 . 1 3 3 , 2 7 0 . 8 7 Fa l s e w o r k - H - p i l e 1 4 x 7 3 # x 6 0 G r a d e 5 0 8 9 9 0 1 - 1 6 2 4 - A u g - 1 0 S L 7 3, 9 9 2 . 8 1 3, 9 9 2 . 8 1 2 , 5 1 9 . 2 7 9 5 . 0 7 2 , 6 1 4 . 3 4 1 , 3 7 8 . 4 7 Wh a l e r S t e e l - 1 8 x 8 6 x 3 0 & 1 8 x 8 6 x 4 5 8 9 9 0 1 - 1 7 2 0 - A u g- 1 0 S L 7 4 , 1 3 1 . 7 3 4, 1 3 1 . 7 3 2 , 6 0 6 . 9 4 9 8 . 3 7 2 , 7 0 5 . 3 1 1 , 4 2 6 . 4 2 J& M M o d e l 2 8 - 2 5 V i b r o ( s / n 7 0 4 0 9 ) 8 1 2 2 3 3 1 - A u g - 1 0 S L 7 4 0 , 7 0 3 .5 5 40 , 7 0 3 . 5 5 2 5 , 6 8 1 . 9 9 9 6 9 . 1 3 2 6 , 6 5 1 . 1 2 1 4 , 0 5 2 . 4 3 J& M 3 5 0 P o w e r U n i t ( s / n 2 5 1 0 5 7 ) 8 0 7 0 6 3 1 - A u g - 1 0 S L 7 6 9 , 7 7 7 . 52 69 , 7 7 7 . 5 2 4 4 , 0 2 6 . 3 0 1 , 6 6 1 . 3 7 4 5 , 6 8 7 . 6 7 2 4 , 0 8 9 . 8 5 J& M U n i v e r s a l C l a m p ( s / n 7 0 3 2 8 ) 8 1 2 2 4 3 1 - A u g - 1 0 S L 7 5 , 8 1 4 . 7 9 5, 8 1 4 . 7 9 3 , 6 6 8 . 8 4 1 3 8 . 4 5 3 , 8 0 7 . 2 9 2 , 0 0 7 . 5 0 Pi l e c o 2 6 / 3 2 P r i m a r y C a p w / s t r i k e r P M 5 0 3 8 9 9 0 1 - 1 8 1 0 - A u g - 1 0 S L 5 6 , 0 3 1 . 3 5 6, 0 3 1 . 3 5 5 , 3 2 7 . 6 9 2 0 1 . 0 5 5 , 5 2 8 . 7 4 5 0 2 . 6 1 Fa l s e w o r k - H - p i l e 1 4 x 7 3 # x 6 0 G r a d e 5 0 8 9 9 0 1 - 1 9 0 2 - S e p - 1 0 S L 7 18 , 0 1 7 . 6 4 18 , 0 1 7 . 6 4 1 1 , 1 5 3 . 7 8 4 2 8 . 9 9 1 1 , 5 8 2 . 7 7 6 , 4 3 4 . 8 7 Fa l s e w o r k - H - p i l e 1 4 x 7 3 # x 6 0 G r a d e 5 1 8 9 9 0 1 - 2 0 2 1 - S e p - 1 0 S L 7 19 , 5 2 1 . 7 8 19 , 5 2 1 . 7 8 1 2 , 0 8 4 . 9 3 4 6 4 . 8 0 1 2 , 5 4 9 . 7 3 6 , 9 7 2 . 0 5 Fa l s e w o r k - H - p i l e 1 4 x 7 3 # x 6 0 G r a d e 5 0 8 9 9 0 1 - 2 1 1 9 - A u g - 1 0 S L 7 14 , 6 9 0 . 2 9 14 , 6 9 0 . 2 9 9 , 0 9 3 . 9 8 3 4 9 . 7 7 9 , 4 4 3 . 7 5 5 , 2 4 6 . 5 4 IC E M o d e l I - 4 6 D i e s e l H a m m e r ( s / n 5 0 6 0 0 1 A ) 8 1 2 2 9 1 2 - N o v - 1 0 SL 7 8 3 , 5 1 5 . 0 0 83 , 5 1 5 . 0 0 4 9 , 7 1 1 . 2 9 1 , 9 8 8 . 4 5 5 1 , 6 9 9 . 7 4 3 1 , 8 1 5 . 2 6 Li n c o l n W e l d e r S A E 4 0 0 ( s / n C 1 0 5 1 0 0 0 0 0 2 ) 8 1 2 2 6 2 9 - N o v - 1 0 S L 7 4 , 8 1 5 . 0 0 4, 8 1 5 . 0 0 2 , 8 0 8 . 7 6 1 1 4 . 6 4 2 , 9 2 3 . 4 0 1 , 8 9 1 . 6 0 Li n c o l n W e l d e r 4 0 0 D ( s / n C 1 0 5 0 3 0 0 2 5 9 ) 8 1 2 2 7 2 9 - N o v - 1 0 S L 7 5 ,1 3 6 . 0 0 5, 1 3 6 . 0 0 2 , 9 9 5 . 9 8 1 2 2 . 2 9 3 , 1 1 8 . 2 7 2 , 0 1 7 . 7 3 80 ' D i e s e l B o o m L i f t ( s / n S 8 0 0 4 3 8 6 5 ) 8 1 2 2 8 2 7 - J u n - 1 1 S L 7 5 2 ,4 7 0 . 0 0 52 , 4 7 0 . 0 0 2 6 , 8 5 9 . 6 3 1 , 2 4 9 . 2 9 2 8 , 1 0 8 . 9 2 2 4 , 3 6 1 . 0 8 Ba u e r D r i l l R i g ( s / n 2 9 ) 80 2 0 6 0 1 - D e c - 1 1 S L 1 0 5 0 0 , 4 2 2 . 4 0 50 0 , 4 2 2 . 4 0 1 5 4 , 0 6 2 . 1 4 8 , 3 4 0 . 3 7 1 6 2 , 4 0 2 . 5 1 3 3 8 , 0 1 9 . 8 9 AP E C a s s i o n C l a m p 80 2 2 2 2 1 - N o v - 1 1 S L 7 4 8 , 2 8 1 . 7 0 48 , 2 8 1 . 7 0 2 1 , 8 4 1 . 7 3 1 , 1 4 9 . 5 6 2 2 , 9 9 1 . 2 9 2 5 , 2 9 0 . 4 1 Li n k B e l t L S - 2 1 8 80 1 1 0 1 2 - D e c - 1 1 S L 1 0 6 2 2 , 8 5 3 . 0 0 62 2 , 8 5 3 . 0 0 1 9 2 , 0 4 6 . 3 4 1 0 , 3 8 0 . 8 8 2 0 2 , 4 2 7 . 2 2 4 2 0 , 4 2 5 . 7 8 Fa l s e w o r k 89 9 0 1 - 2 2 2 9 - F e b - 1 2 S L 7 1 5 , 0 1 1 . 7 2 15 , 0 1 1 . 7 2 6 , 0 7 6 . 1 7 3 5 7 . 4 2 6 , 4 3 3 . 5 9 8 , 5 7 8 . 1 3 Fu e l T a n k s 89 9 0 1 - 2 3 2 9 - F e b - 1 2 S L 7 3 , 5 5 5 . 2 4 3, 5 5 5 . 2 4 1 , 4 3 9 . 0 2 8 4 . 6 5 1 , 5 2 3 . 6 7 2 , 0 3 1 . 5 7 20 ' T o o l S h e d 89 9 0 1 - 2 4 2 9 - F e b - 1 2 S L 7 2 , 3 5 4 . 0 0 2, 3 5 4 . 0 0 9 5 2 . 8 2 5 6 . 0 5 1 , 0 0 8 . 8 7 1 , 3 4 5 . 1 3 Fa l s e w o r k 89 9 0 1 - 2 5 0 6 - M a r - 1 2 S L 7 2 1 , 4 4 6 . 3 1 21 , 4 4 6 . 3 1 8 , 6 8 0 . 6 5 5 1 0 . 6 3 9 , 1 9 1 . 2 8 1 2 , 2 5 5 . 0 3 Li g h t T o w e r ( s / n 0 6 2 2 3 2 ) 8 1 2 3 0 1 2 - M a r - 1 2 S L 5 5 , 0 6 3 . 7 8 5, 0 6 3 . 7 8 2 , 8 6 9 . 4 8 1 6 8 . 7 9 3 , 0 3 8 . 2 7 2 , 0 2 5 . 5 1 Li g h t T o w e r ( s / n 0 6 2 2 3 8 ) 8 1 2 3 1 1 2 - M a r - 1 2 S L 5 5 , 0 6 3 . 7 7 5, 0 6 3 . 7 7 2 , 8 6 9 . 4 6 1 6 8 . 7 9 3 , 0 3 8 . 2 5 2 , 0 2 5 . 5 2 Fa l s e w o r k 89 9 0 1 - 2 6 2 1 - M a r - 1 2 S L 7 1 8 , 4 3 0 . 9 1 18 , 4 3 0 . 9 1 7 , 4 6 0 . 1 4 4 3 8 . 8 3 7 , 8 9 8 . 9 7 1 0 , 5 3 1 . 9 4 20 ' T o o l S h e d 89 9 0 1 - 2 7 3 1 - M a r - 1 2 S L 7 2 , 3 4 0 . 0 0 2, 3 4 0 . 0 0 9 4 7 . 1 5 5 5 . 7 1 1 , 0 0 2 . 8 6 1 , 3 3 7 . 1 4 Mi l l e r W e l d i n g M a c h i n e ( S / N L G 0 3 2 8 2 4 ) 8 1 2 3 2 2 0 - A p r - 1 2 S L 5 3 , 50 0 . 0 0 3, 5 0 0 . 0 0 1 , 9 2 5 . 0 0 1 1 6 . 6 7 2 , 0 4 1 . 6 7 1 , 4 5 8 . 3 3 Hy d r a u l i c A t t a c h m e n t H a m m e r H E B - 4 3 S 8 1 2 3 3 0 3 - J u l - 1 2 S L 7 9 , 5 0 0. 0 0 9, 5 0 0 . 0 0 3 , 3 9 2 . 8 5 2 2 6 . 1 9 3 , 6 1 9 . 0 4 5 , 8 8 0 . 9 6 AP E 3 0 0 V i b r o ( s / n 2 0 1 2 1 1 2 2 ) 8 1 2 3 5 0 3 - D e c - 1 2 S L 7 1 6 7 , 9 1 3 . 7 3 16 7 , 9 1 3 . 7 3 4 9 , 9 7 4 . 3 3 3 , 9 9 7 . 9 5 5 3 , 9 7 2 . 2 8 1 1 3 , 9 4 1 . 4 5 AP E 1 0 0 K F o o t l b D r i l l ( s / n 2 0 1 2 1 1 0 2 ) 8 1 2 3 6 0 3 - D e c - 1 2 S L 7 2 00 , 9 6 9 . 4 3 20 0 , 9 6 9 . 4 3 5 9 , 8 1 2 . 3 3 4 , 7 8 4 . 9 9 6 4 , 5 9 7 . 3 2 1 3 6 , 3 7 2 . 1 1 AP E 7 0 0 P o w e r U n i t ( s / n 2 0 1 2 1 0 1 1 7 ) 8 0 7 0 8 0 3 - D e c - 1 2 S L 7 1 8 5 , 62 2 . 8 8 18 5 , 6 2 2 . 8 8 5 5 , 2 4 4 . 9 0 4 , 4 1 9 . 5 9 5 9 , 6 6 4 . 4 9 1 2 5 , 9 5 8 . 3 9 J& M 1 9 6 S h e e t C l a m p ( s / n 2 0 1 2 1 1 3 6 ) 8 1 2 3 7 0 3 - D e c - 1 2 S L 7 2 2 , 26 3 . 9 6 22 , 2 6 3 . 9 6 6 , 6 2 6 . 1 9 5 3 0 . 0 9 7 , 1 5 6 . 2 8 1 5 , 1 0 7 . 6 8 Fl i g h t i n g ( D r i l l T o o l s ) 8 9 9 0 1 - 2 8 2 3 - J a n - 1 3 S L 7 4 2 , 3 7 6 . 5 0 42 , 3 7 6 . 5 0 1 2 , 1 0 7 . 5 8 1 , 0 0 8 . 9 6 1 3 , 1 1 6 . 5 4 2 9 , 2 5 9 . 9 6 Li n k B e l t T r u c k C r a n e ( 1 9 9 9 ) 8 0 1 1 1 0 5 - F e b - 1 3 S L 5 1 1 5 , 0 0 0 . 0 0 11 5 , 0 0 0 . 0 0 4 0 , 2 5 0 . 0 0 3 , 8 3 3 . 3 3 4 4 , 0 8 3 . 3 3 7 0 , 9 1 6 . 6 7 Ca t e r p i l l a r B a c k h o e 4 W D ( s / n K S F 0 0 7 3 7 ) 8 0 3 0 0 1 8 - M a r - 1 3 S L 7 7 4 ,3 5 6 . 0 0 74 , 3 5 6 . 0 0 1 7 , 7 0 3 . 8 1 1 , 7 7 0 . 3 8 1 9 , 4 7 4 . 1 9 5 4 , 8 8 1 . 8 1 Ol i n G r o u t P u m p 5 1 4 0 C A t ( s / n 5 1 4 0 0 2 0 ) 8 0 5 1 4 1 0 - M a y - 1 3 S L 5 72 , 2 4 7 . 0 0 72 , 2 4 7 . 0 0 2 4 , 0 8 2 . 3 3 2 , 4 0 8 . 2 3 2 6 , 4 9 0 . 5 6 4 5 , 7 5 6 . 4 4 Ca t e r p i l l a r B a c k h o e 4 W D ( s / n K S F 0 0 7 3 7 ) 8 0 3 0 1 2 9 - M a y - 1 3 S L 5 7 7, 1 6 5 . 0 0 77 , 1 6 5 . 0 0 2 5 , 7 2 1 . 6 7 2 , 5 7 2 . 1 7 2 8 , 2 9 3 . 8 4 4 8 , 8 7 1 . 1 6 Go l f C a r t 89 0 0 0 2 9 - M a y - 1 3 S L 5 1 1 , 2 5 0 . 4 9 11 , 2 5 0 . 4 9 3 , 7 5 0 . 1 7 3 7 5 . 0 2 4 , 1 2 5 . 1 9 7 , 1 2 5 . 3 0 20 ' T o o l S h e d 89 9 0 1 - 2 9 1 6 - J u l - 1 3 S L 7 2 , 1 4 0 . 0 0 2, 1 4 0 . 0 0 4 5 8 . 5 7 5 0 . 9 5 5 0 9 . 5 2 1 , 6 3 0 . 4 8 Le n g e m a n S u r v e y E q u i p m e n t ( s / n 1 4 0 9 1 8 ) 8 1 2 1 6 1 7 - J u l - 1 3 S L 5 1, 0 7 0 . 8 8 1, 0 7 0 . 8 8 3 2 1 . 2 7 3 5 . 7 0 3 5 6 . 9 7 7 1 3 . 9 1 Fa l s e w o r k 89 9 0 1 - 3 0 1 6 - A u g - 1 3 S L 5 1 7 , 4 0 4 . 7 9 17 , 4 0 4 . 7 9 4 , 9 3 1 . 3 6 5 8 0 . 1 6 5 , 5 1 1 . 5 2 1 1 , 8 9 3 . 2 7 Fl i g h t i n g 89 9 0 1 - 3 1 2 0 - A u g - 1 3 S L 5 5 6 , 5 3 2 . 1 0 56 , 5 3 2 . 1 0 1 6 , 0 1 7 . 4 3 1 , 8 8 4 . 4 0 1 7 , 9 0 1 . 8 3 3 8 , 6 3 0 . 2 7 20 ' T o o l S h e d 89 9 0 1 - 3 2 0 4 - S e p - 1 3 S L 7 1 , 6 0 5 . 0 0 1, 6 0 5 . 0 0 3 0 5 . 7 2 3 8 . 2 1 3 4 3 . 9 3 1 , 2 6 1 . 0 7 20 ' T o o l S h e d 89 9 0 1 - 3 3 1 0 - S e p - 1 3 S L 7 1 , 6 0 5 . 0 0 1, 6 0 5 . 0 0 3 0 5 . 7 2 3 8 . 2 1 3 4 3 . 9 3 1 , 2 6 1 . 0 7 Fu e l T a n k 89 9 0 1 - 3 4 1 7 - S e p - 1 3 S L 7 1 , 5 7 6 . 1 1 1, 5 7 6 . 1 1 3 0 0 . 2 1 3 7 . 5 3 3 3 7 . 7 4 1 , 2 3 8 . 3 7 Fl i g h t i n g 89 9 0 1 - 3 5 1 4 - O c t - 1 3 S L 5 3 0 , 8 2 5 . 1 8 30 , 8 2 5 . 1 8 7 , 7 0 6 . 3 0 1 , 0 2 7 . 5 1 8 , 7 3 3 . 8 1 2 2 , 0 9 1 . 3 7 Fa l s w o r k 89 9 0 1 - 3 6 1 3 - D e c - 1 3 S L 5 1 5 , 2 7 0 . 8 5 15 , 2 7 0 . 8 5 3 , 3 0 8 . 6 8 5 0 9 . 0 3 3 , 8 1 7 . 7 1 1 1 , 4 5 3 . 1 4 Fl i g h t i n g 89 9 0 1 - 3 7 1 4 - J a n - 1 4 S L 5 2 1 , 1 2 2 . 8 0 21 , 1 2 2 . 8 0 4 , 2 2 4 . 5 6 7 0 4 . 0 9 4 , 9 2 8 . 6 5 1 6 , 1 9 4 . 1 5 Fa l s e w o r k 89 9 0 1 - 3 8 1 1 - F e b - 1 4 S L 5 1 2 , 7 0 7 . 3 8 12 , 7 0 7 . 3 8 2 , 3 2 9 . 6 9 4 2 3 . 5 8 2 , 7 5 3 . 2 7 9 , 9 5 4 . 1 1 Co m p r e s s o r ( C O N D O W e l d i n g ) 8 1 2 3 8 1 7 - F e b - 1 4 S L 5 8 0 0 . 0 0 80 0 . 0 0 1 4 6 . 6 7 2 6 . 6 7 1 7 3 . 3 4 6 2 6 . 6 6 Ba u e r D r i l l R i g K e l l y B a r s / n 3 1 3 5 8 8 0 2 0 6 P 1 8 - F e b - 1 4 S L 7 6 0 , 28 7 . 7 5 60 , 2 8 7 . 7 5 7 , 8 9 4 . 8 2 1 , 4 3 5 . 4 2 9 , 3 3 0 . 2 4 5 0 , 9 5 7 . 5 1 Fa l s e w o r k 89 9 0 1 - 3 9 2 5 - F e b - 1 4 S L 5 1 5 , 4 3 3 . 0 7 15 , 4 3 3 . 0 7 2 , 8 2 9 . 4 0 5 1 4 . 4 4 3 , 3 4 3 . 8 4 1 2 , 0 8 9 . 2 3 Fl i g h t i n g 89 9 0 1 - 4 0 1 2 - M a r - 1 4 S L 5 6 8 , 7 0 7 . 1 0 68 , 7 0 7 . 1 0 1 1 , 4 5 1 . 1 8 2 , 2 9 0 . 2 4 1 3 , 7 4 1 . 4 2 5 4 , 9 6 5 . 6 8 AP E L e a d s 89 9 0 1 - 4 1 1 7 - A p r - 1 4 S L 5 9 6 , 5 7 3 . 6 0 96 , 5 7 3 . 6 0 1 4 , 4 8 6 . 0 4 3 , 2 1 9 . 1 2 1 7 , 7 0 5 . 1 6 7 8 , 8 6 8 . 4 4 Li n c o l n W e l d e r ( s / n U 1 0 8 0 5 0 6 2 8 9 ) 8 1 2 3 9 2 1 - M a y - 1 4 S L 5 6 , 7 2 7 . 93 6, 7 2 7 . 9 3 8 9 7 . 0 6 2 2 4 . 2 6 1 , 1 2 1 . 3 2 5 , 6 0 6 . 6 1 Li n c o l n W e l d e r ( s / n U 1 0 9 0 2 0 0 8 2 6 ) 8 1 2 4 0 2 1 - M a y - 1 4 S L 5 8 , 3 7 0 . 93 8, 3 7 0 . 9 3 1 , 1 1 6 . 1 2 2 7 9 . 0 3 1 , 3 9 5 . 1 5 6 , 9 7 5 . 7 8 Su l l a i r 2 0 0 H D C o m p r e s s o r ( s / n 2 0 1 4 0 5 3 1 0 0 0 2 ) 8 0 6 0 0 1 2 - J u n - 1 4 S L 5 2 2 , 3 8 0 . 7 0 22 , 3 8 0 . 7 0 2 , 6 1 1 . 0 8 7 4 6 . 0 2 3 , 3 5 7 . 1 0 1 9 , 0 2 3 . 6 0 Machinery & Equipment PAGE 2 EQ U I P P L A C E D I N E S T B E G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E BE G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E N E T B O O K AS S E T D E S C R I P T I O N NO . SE R V I C E LI F E Ja n u a r y 1 , 2 0 1 4 AD D I T I O N S DE L E T I O N S Fe b r u a r y 2 8 , 2 0 1 5 Ja n u a r y 1 , 2 0 1 4 AD D I T I O N S DELETIONSFebruary 28, 2015VALUE CO S T B A S I S AC C U M U L A T E D D E P R E C I A T I O N MA C H I N E R Y A N D E Q U I P M E N T Fe b r u a r y 2 8 , 2 0 1 5 Fl i g h t i n g 89 9 0 1 - 4 2 1 7 - J u l - 1 4 S L 5 4 , 6 9 8 . 1 2 4, 6 9 8 . 1 2 4 6 9 . 8 1 1 5 6 . 6 0 626.414,071.71 Lo a d T e s t B e a m s 89 9 0 1 - 4 3 0 7 - A u g - 1 4 S L 7 4 , 6 8 8 . 8 1 4, 6 8 8 . 8 1 2 7 9 . 1 0 1 1 1 . 6 4 390.744,298.07 Fl i g h t i n g 89 9 0 1 - 4 4 1 8 - D e c - 1 4 S L 5 2 0 , 7 2 0 . 0 0 20 , 7 2 0 . 0 0 3 4 5 . 3 3 6 9 0 . 6 7 1 , 0 3 6 . 0 0 1 9 , 6 8 4 . 0 0 Ko b e l c o E x c a v a t o r ( S / N Y C 0 8 U 1 6 4 4 ) 8 0 3 5 2 1 6 - J a n - 1 5 S L 7 9 4 , 3 90 . 0 0 9 4 , 3 9 0 . 0 0 2 , 2 4 7 . 3 8 2 , 2 4 7 . 3 8 9 2 , 1 4 2 . 6 2 AP E L e a d s 89 9 0 1 - 4 5 2 8 - J a n - 1 5 S L 5 2 3 , 6 8 0 . 3 6 2 3 , 6 8 0 . 3 6 7 8 9 . 3 5 789.3522,891.01 Fa l s e w o r k 89 9 0 1 - 4 6 3 0 - J a n - 1 5 S L 5 8 , 0 0 0 . 0 0 8 , 0 0 0 . 0 0 2 6 6 . 6 7 266.677,733.33 Fl i g h t i n g 89 9 0 1 - 4 7 2 8 - F e b - 1 5 S L 5 9 , 3 7 8 . 0 9 9 , 3 7 8 . 0 9 1 5 6 . 3 0 156.309,221.79 Wi r e S a w 80 6 5 0 2 8 - F e b - 1 5 S L 1 0 5 2 , 1 2 7 . 7 7 5 2 , 1 2 7 . 7 7 4 3 4 . 4 0 434.4051,693.37 Li n k B e l t L S 1 3 8 - 8 0 t o n 80 1 1 2 2 7 - D e c - 1 3 S L 1 0 5 7 5 , 8 0 4 . 9 0 57 5 , 8 0 4 . 9 0 5 9 , 9 7 9 . 6 8 9 , 5 9 6 . 7 5 6 9 , 5 7 6 . 4 3 5 0 6 , 2 2 8 . 4 7 AP E 7 5 B l a c k B r u i n A u g e r 8 1 2 0 1 0 5 - M a y - 1 4 S L 1 0 1 1 5 , 2 7 6 . 2 0 11 5 , 2 7 6 . 2 0 7 , 6 8 5 . 0 8 1 , 9 2 1 . 2 7 9 , 6 0 6 . 3 5 1 0 5 , 6 6 9 . 8 5 AP E 4 7 5 P o w e r U n i t 80 7 0 9 0 5 - M a y - 1 4 S L 1 0 1 7 7 , 7 9 5 . 0 0 17 7 , 7 9 5 . 0 0 1 1 , 8 5 3 . 0 0 2 , 9 6 3 . 2 5 1 4 , 8 1 6 . 2 5 1 6 2 , 9 7 8 . 7 5 Li n k B e l t L S 2 3 8 - 1 5 0 t o n 8 0 1 0 0 0 6 - A u g - 1 4 S L 1 0 5 0 1 , 8 5 4 . 0 0 50 1 , 8 5 4 . 0 0 2 0 , 9 1 0 . 5 8 8 , 3 6 4 . 2 3 2 9 , 2 7 4 . 8 1 4 7 2 , 5 7 9 . 1 9 TO T A L M A C H I N E R Y & E Q U I P M E N T $7 , 5 0 3 , 8 4 3 . 3 3 $ 1 8 7 , 5 7 6 . 2 2 $ 0 . 0 0 $ 7 , 6 8 2 , 6 1 6 . 0 2 $ 3 , 9 6 4 , 1 1 1. 2 7 $ 1 1 8 , 3 3 3 . 1 7 $ 0 . 0 0 $ 4 , 0 8 2 , 4 4 4 . 4 4 $ 3 , 6 0 0 , 1 7 1 . 5 8 Machinery & Equipment PAGE 3 EQ U I P P L A C E D I N E S T B E G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E BE G . B A L A N C E C U R R E N T C U R R E N T B A L A N C E N E T B O O K AS S E T D E S C R I P T I O N N O . S E R V I C E L I F E J a n u a r y 1 , 2 0 1 4 A D D I T IO N S D E L E T I O N S F e b r u a r y 2 8 , 2 0 1 5 J a n u a r y 1 , 2 0 1 4 A D D I T IO N S D E L E T I O N S February 28, 2015VALUE BA D G E R I I T U G 8 0 4 0 4 0 1 - O c t - 7 4 D D B 8 9 , 9 8 4 . 7 1 9, 9 8 4 . 7 1 9 , 9 8 4 . 7 1 9,984.710.00 Wo r k B o a t 8 0 4 1 1 0 3 - J u n - 0 8 S L 5 1 0 , 8 5 2 . 1 7 10 , 8 5 2 . 1 7 1 0 , 8 5 2 . 1 7 10,852.170.00 Se c t i o n a l B a r g e ( 4 0 x 8 0 ) 8 0 4 1 2 3 1 - O c t - 1 0 S L 1 0 2 1 2 , 8 9 3 . 2 7 21 2 , 8 9 3 . 2 7 8 8 , 3 6 0 . 4 3 3 , 5 4 8 . 2 2 9 1 , 9 0 8 . 6 5 1 2 0 , 9 8 4 . 6 2 Ba b y T u g " G r u n t " 8 0 4 1 3 2 1 - O c t - 1 0 S L 1 0 5 1 , 5 4 5 . 1 7 51 , 5 4 5 . 1 7 2 1 , 8 2 4 . 9 0 8 5 9 . 0 9 2 2 , 6 8 3 . 9 9 2 8 , 8 6 1 . 1 8 Bo a t M o t o r s 8 0 4 1 4 2 0 - O c t - 1 0 S L 5 2 , 7 4 5 . 4 0 2, 7 4 5 . 4 0 2 , 3 3 3 . 5 9 9 1 . 5 1 2 , 4 2 5 . 1 0 3 2 0 . 3 0 Bo a t M o t o r ( S S s h i r i n g ) ( Y a m a h a ) 8 0 4 1 5 0 6 - J u n - 1 2 S L 5 3 , 1 74 . 7 0 3, 1 7 4 . 7 0 1 , 6 4 0 . 2 6 1 0 5 . 8 2 1 , 7 4 6 . 0 8 1 , 4 2 8 . 6 2 12 ' A l u m i n u m b o a t 8 0 4 1 6 0 8 - J u n - 1 2 S L 5 5 9 3 . 6 0 59 3 . 6 0 3 0 6 . 6 9 1 9 . 7 9 3 2 6 . 4 8 2 6 7 . 1 2 Bo a t M o t o r ( M i s c F o l d e r ) 8 0 4 1 7 2 4 - S e p - 1 4 F L 5 3 , 6 4 8 . 8 8 3 , 64 8 . 8 8 4 3 1 . 2 3 1 2 1 . 6 3 5 5 2 . 8 6 3 , 0 9 6 . 0 2 EB 1 2 0 B a r g e ( 4 8 x 1 2 0 ) 8 0 4 0 0 1 5 - N o v - 1 3 S L 2 0 8 2 1 , 4 5 0 . 0 0 82 1 , 4 5 0 . 0 0 4 6 , 2 0 6 . 5 6 6 , 8 4 5 . 4 2 5 3 , 0 5 1 . 9 8 7 6 8 , 3 9 8 . 0 2 Cr e w B o a t 8 0 4 1 7 1 2 - D e c - 1 3 S L 7 1 2 , 0 0 0 . 0 0 12 , 0 0 0 . 0 0 3 , 4 2 8 . 5 8 2 8 5 . 7 1 3 , 7 1 4 . 2 9 8 , 2 8 5 . 7 1 MA C K T u g B o a t ( 5 0 0 H P ) 8 0 4 0 1 0 3 - S e p - 1 4 S L 1 0 2 5 1 , 0 7 7 . 0 0 25 1 , 0 7 7 . 0 0 8 , 3 6 9 . 2 3 4 , 1 8 4 . 6 2 1 2 , 5 5 3 . 8 5 2 3 8 , 5 2 3 . 1 5 TO T A L M A R I N E E Q U I P M E N T 1, 3 7 6 , 3 1 6 . 0 2 3 , 6 4 8 . 8 8 0 . 0 0 1 , 3 7 9 , 9 6 4 . 9 0 1 9 3 , 7 3 8 . 3 5 1 6 , 0 6 1. 8 1 0 . 0 0 2 0 9 , 8 0 0 . 1 6 1 , 1 7 0 , 1 6 4 . 7 4 CO S T B A S I S AC C U M U L A T E D D E P R E C I A T I O N MA R I N E E Q U I P M E N T Fe b r u a r y 2 8 , 2 0 1 5 Marine Equipment EQ U I P P L A C E D I N E S T BE G . B A L A N C E CU R R E N T C U R R E N T B A L A N C E B E G . B A L A N C E C U R R E N T C U R R E N T B A LANCENET BOOK AS S E T D E S C R I P T I O N N O . S E R V I C E L I F E J a n u a r y 1 , 2 0 1 4 A D D I T IO N S D E L E T I O N S Fe b r u a r y 2 8 , 2 0 1 5 Ja n u a r y 1 , 2 0 1 4 A D D I T I O N S D E L E T I O N S February 28, 2015VALUE 20 0 5 F O R D F 2 5 0 T R U C K ( C a s m i r ) 8 0 0 2 6 3 0 - N o v - 0 4 S L 5 3 3 , 5 2 9. 9 2 33 , 5 2 9 . 9 2 3 3 , 5 2 9 . 9 2 33,529.920.00 20 0 5 C h e v r o l e t S i l v e r a d o ( S h a w n ) 8 0 0 2 7 2 8 - F e b - 0 5 S L 5 3 4 ,4 7 0 . 0 0 34 , 4 7 0 . 0 0 3 4 , 4 7 0 . 0 0 34,470.000.00 20 0 5 S I L V E R A D O ( C a r l ) 8 0 0 3 0 0 5 - D e c - 0 5 S L 5 3 0 , 8 7 6 . 5 9 30 , 8 7 6 . 5 9 3 0 , 8 7 6 . 5 9 30,876.590.00 20 0 7 C h e v r o l e t S i l v e r a d o ( S p a r e ) 8 0 0 3 4 0 7 - M a r - 0 7 S L 5 3 3 ,8 2 6 . 1 5 33 , 8 2 6 . 1 5 3 3 , 8 2 6 . 1 5 33,826.150.00 20 0 7 C h e v r o l e t S i l v e r a d o ( D u a n e ) 8 0 0 3 6 1 3 - J u l - 0 7 S L 5 3 3 ,8 4 8 . 4 0 33 , 8 4 8 . 4 0 3 3 , 8 4 8 . 4 0 33,848.400.00 20 1 0 C h e v r o l e t S i l v e r a d o ( A l e x ) 8 0 0 3 8 2 9 - M a y - 1 0 S L 5 3 1 , 29 8 . 9 6 31 , 2 9 8 . 9 6 2 9 , 2 1 2 . 3 5 1 , 0 4 3 . 3 0 3 0 , 2 5 5 . 6 5 1 , 0 4 3 . 3 1 20 1 1 C h e v r o l e t S i l v e r a d o ( F r a n c o ) 8 0 0 3 9 2 9 - O c t - 1 0 S L 5 4 0, 2 5 7 . 9 4 40 , 2 5 7 . 9 4 3 4 , 2 1 9 . 2 6 1 , 3 4 1 . 9 3 3 5 , 5 6 1 . 1 9 4 , 6 9 6 . 7 5 20 1 1 C h e v r o l e t S i l v e r a d o ( N i g e l ) 8 0 0 4 0 2 9 - O c t - 1 0 S L 5 4 0 ,2 5 7 . 9 4 40 , 2 5 7 . 9 4 3 4 , 2 1 9 . 2 6 1 , 3 4 1 . 9 3 3 5 , 5 6 1 . 1 9 4 , 6 9 6 . 7 5 20 1 1 C h e v r o l e t S i l v e r a d o ( M a r k ) 8 0 0 4 1 2 9 - O c t - 1 0 S L 5 4 0 , 25 7 . 9 4 40 , 2 5 7 . 9 4 3 4 , 2 1 9 . 2 6 1 , 3 4 1 . 9 3 3 5 , 5 6 1 . 1 9 4 , 6 9 6 . 7 5 20 0 7 C h e v y S i l v e r a d o ( D a n n y ) 8 0 0 4 3 0 8 - F e b - 1 1 S L 3 5 , 1 5 2 . 99 5, 1 5 2 . 9 9 5 , 1 5 2 . 9 9 5,152.990.00 20 1 1 C h e v y S i l v e r a d o F l a t b e d ( G e o r g e ) 8 0 0 4 2 2 4 - M a r - 1 1 SL 5 3 5 , 0 1 1 . 7 2 35 , 0 1 1 . 7 2 2 6 , 8 4 2 . 3 1 1 , 1 6 7 . 0 6 2 8 , 0 0 9 . 3 7 7 , 0 0 2 . 3 5 20 1 1 C h e v y S i l v e r a d o ( B r e n t ) 8 0 0 4 4 2 9 - A u g - 1 1 S L 5 3 1 , 9 7 3 .3 0 31 , 9 7 3 . 3 0 2 1 , 3 1 5 . 5 3 1 , 0 6 5 . 7 8 2 2 , 3 8 1 . 3 1 9 , 5 9 1 . 9 9 20 1 1 C h e v y S i l v e r a d o ( R u s s e l l ) 8 0 0 4 5 1 4 - S e p - 1 1 S L 5 3 8 , 1 12 . 0 1 38 , 1 1 2 . 0 1 2 5 , 4 0 8 . 0 0 1 , 2 7 0 . 4 0 2 6 , 6 7 8 . 4 0 1 1 , 4 3 3 . 6 1 20 1 1 C h e v y S i l v e r a d o ( G e r r y ) 8 0 0 4 6 1 1 - J a n - 1 2 S L 5 3 0 , 0 1 2 .1 5 30 , 0 1 2 . 1 5 1 8 , 0 0 7 . 2 9 1 , 0 0 0 . 4 1 1 9 , 0 0 7 . 7 0 1 1 , 0 0 4 . 4 5 20 1 2 C h e v y S i l v e r a d o ( Y o s m e l ) 8 0 0 4 7 0 3 - J u l - 1 2 S L 5 2 6 , 3 49 . 2 9 26 , 3 4 9 . 2 9 1 3 , 1 7 4 . 6 5 8 7 8 . 3 1 1 4 , 0 5 2 . 9 6 1 2 , 2 9 6 . 3 3 20 1 2 C h e v y S i l v e r a d o 2 5 0 0 ( R i c k ) 8 0 0 4 8 1 0 - J u l - 1 2 S L 5 4 2 ,7 4 3 . 1 2 42 , 7 4 3 . 1 2 2 1 , 3 7 1 . 5 5 1 , 4 2 4 . 7 7 2 2 , 7 9 6 . 3 2 1 9 , 9 4 6 . 8 0 20 1 2 D o d g e R a m 4 5 0 0 F l a t b e d ( G e o r g e ) 8 0 0 4 9 2 7 - J u l - 1 2 S L 5 4 5 , 8 2 7 . 2 1 45 , 8 2 7 . 2 1 2 2 , 9 1 3 . 6 0 1 , 5 2 7 . 5 7 2 4 , 4 4 1 . 1 7 2 1 , 3 8 6 . 0 4 20 1 3 C h e v y S i l v e r a d o ( E s m i l ) 8 0 0 5 0 1 9 - F e b - 1 3 S L 5 3 4 , 1 0 0 .0 0 34 , 1 0 0 . 0 0 1 3 , 0 7 1 . 6 7 1 , 1 3 6 . 6 7 1 4 , 2 0 8 . 3 4 1 9 , 8 9 1 . 6 6 20 1 3 C h e v y S i l v e r a d o ( J o h n ) 8 0 0 5 1 0 2 - S e p - 1 3 S L 5 3 3 , 6 8 7 . 16 33 , 6 8 7 . 1 6 8 , 9 8 3 . 2 4 1 , 1 2 2 . 9 1 1 0 , 1 0 6 . 1 5 2 3 , 5 8 1 . 0 1 20 1 3 C h e v y T a h o e ( M a t t ) 8 0 0 5 2 0 2 - S e p - 1 3 S L 5 4 8 , 6 8 8 . 1 9 48 , 6 8 8 . 1 9 1 2 , 9 8 3 . 5 2 1 , 6 2 2 . 9 4 1 4 , 6 0 6 . 4 6 3 4 , 0 8 1 . 7 3 20 1 4 G M C S i e r r a ( D u a n e ) 8 0 0 5 3 2 6 - F e b - 1 4 S L 5 3 9 , 3 5 7 . 8 2 39 , 3 5 7 . 8 2 7 , 2 1 5 . 6 0 1 , 3 1 1 . 9 3 8 , 5 2 7 . 5 3 3 0 , 8 3 0 . 2 9 20 1 5 C h e v y S i l v e r a d o ( M i k e ) 8 0 0 5 4 2 2 - A u g - 1 4 S L 5 3 7 , 2 0 9 . 20 37 , 2 0 9 . 2 0 3 , 1 0 0 . 7 7 1 , 2 4 0 . 3 1 4 , 3 4 1 . 0 8 3 2 , 8 6 8 . 1 2 20 1 5 C h e v y S u b u r b a n ( S c o t t ) 8 0 0 5 5 2 2 - D e c - 1 4 S L 5 6 9 , 4 4 0 . 54 69 , 4 4 0 . 5 4 1 , 1 5 7 . 3 4 2 , 3 1 4 . 6 8 3 , 4 7 2 . 0 2 6 5 , 9 6 8 . 5 2 TO T A L T R U C K S 83 6 , 2 8 8 . 5 4 0 . 0 0 0 . 0 0 8 3 6 , 2 8 8 . 5 4 4 9 9 , 1 1 9 . 2 4 2 2 , 1 5 2 . 8 3 0 . 0 0 521,272.07315,016.47 CO S T B A S I S AC C U M U L A T E D D E P R E C I A T I O N AU T O S A N D T R U C K S Fe b r u a r y 2 8 , 2 0 1 5 Autos & Trucks Ebsary Foundation Company Past Performance Documentation PROJECT: Arch Creek Bike Path & Pedestrian Bridge Replacement Project City of North Miami, Florida 1. Contract number of referred project: City of North Miami IFB No. 15-12-13 FDOT FIN: 251201-2-58-90; FDOT LAP Contract No. AQV56 2. Description and location of work: The Arch Creek Pedestrian Bridges project is a Florida Department of Transportation (FDOT) LAP project. The bridges have been designed per FDOT criteria to include the American Association of Highway Transportation Officials (AASHTO) Guide Specifications for the Design of Pedestrian Bridges. This project involved the replacement of two existing pedestrian bridge structures with two single-span steel truss pedestrian bridges along the Arch Creek bicycle/shared-use path connecting NE 135th Street to FIU Biscayne Bay Campus in the City of North Miami, Florida. The two bridges are comprised of cast-in-place reinforced concrete abutments supported by 24” square prestressed concrete piles, 12ft x 62ft prefabricated steel truss bridges with cast in place concrete bridge deck, asphalt approach repairs and bridge painting. 3. Company Role: General Contractor 4. FDOT Related Work Classes Performed: Minor and Intermediate Bridge, Bridge Deck Overlays, Bridge Painting, Grading, Portland Cement Concrete Roadway Paving 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Intermediate Bridge Construction. Most specifically this project incorporated start to finish Intermediate Bridge Construction, with center to center concrete pier spacing of 60ft on center; additionally it included, cast in place concrete bridge deck, cast in place approach slabs and pile cap construction, bridge truss erection, bridge painting and concrete coating, site work and canal grading. Additionally, this project was performed in an environmentally sensitive location within Arch Creek and required turbidity control and numerous levels of inspections, quality control and certification in conformance with FDOT Standard Specifications for Roadway and Bridge Construction. 6. Specialty Work Classes Performed: Pile Driving, Marine Construction Ebsary Past Performance Documentation Arch Creek Bike Path & Pedestrian Bridge Replacement Project 7. Owner or General Contractor Contact Information Tanya Wilson-Sejour City of North Miami – Planning Manager 776 NE 125th Street North Miami, Florida 33161 Phone: (305) 893-6511 Email: tsejour@northmiamifl.gov 8. Contract price: $ 432,950.00 9. Date Started / Completed: BEGAN: 2/14/2014 COMPLETED: 10/3/2014 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation Arch Creek Bike Path & Pedestrian Bridge Replacement Project Ebsary Past Performance Documentation Arch Creek Bike Path & Pedestrian Bridge Replacement Project Ebsary Foundation Company Past Performance Documentation PROJECT: Area 2 (Bay 177-183) Construction of Seawall Miami-Dade, Florida 1. Contract number of referred project: Port Miami Project No. 2009-043 2. Description and location of work: The Work of this Contract comprises furnishing of all materials, labor, services, supervision, tools and equipment required or incidental necessary to build the Area 2 (Bay 177-183) Construction of Seawall facilities located in Port Miami, Miami-Dade County, Florida, for Port Miami, the Owner (MDC). This project consists of maintenance of traffic and environmental protection including construction of temporary fencing and gates to define work area; Demolition, removal, relocation, and disposition of limestone riprap, live coral colonies, mono-pile breasting dolphins, and miscellaneous site features; Construction of approximately 625 linear feet of new steel sheet pile bulkhead, anchor wall, and tie-back system; Construction of new reinforced concrete bulkhead cap, with double-bitt deck fittings and foam-filled fender systems; Dredging, excavating, stockpiling, handling, and disposing of dredge material off Port Miami property; Earthwork, including providing imported fill and backfill material, placing, and consolidating suitable imported material with vibro-replacement below EL. +3.00 ft, NGVD29 and conventionally compact imported backfill above EL +3.00 ft, NGVD29; Extending the potable water and fire protection distribution system, providing fire hydrants, and potable water stations, with concrete enclosures; Paved apron area, including heavy-duty asphaltic concrete pavement and base, storm water drainage and collection system, well, permanent fencing and gates, pavement markings and signage and Construction of new concrete retaining wall. All work was performed directly adjacent to the Lummis Island Cut, which is the Federal Shipping Channel on the south side of Port Miami. 3. Company Role: General Contractor 4. FDOT Related Work Classes Performed: Minor Bridge, Hot Plant-Mixed Bitum. Courses, Grading, Pavement Marking, Portland Cement Concrete Roadway Paving, Drainage, Fencing, 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Minor Bride and the associated work classes listed above. Most specifically, this project included demolition, pile driving, cast-in-place concrete pile caps, asphalt concrete placement, thermoplastic striping, backfill, grading and compaction, utility work, underwater work, industrial plumbing, permanent security fencing and extensive project management and environmental coordination. Additionally, this project was located directly adjacent to the Federally Managed Government Cut Main Channel which is a sensitive marine environment and required navigation warnings, extensive turbidity control measures, marine environmental permitting, and the Port required numerous levels of inspections, quality control and certification which are similar to FDOT projects Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II 6. Specialty Work Classes Performed: Driven Steel Sheet Pile, Pile Driving, Marine Construction 7. Owner or General Contractor Contact Information Kari Garland, Miami Dade Seaport Department 1015 North American Way Miami, FL 33132 Phone: (305) 347-4974 Email: kari@miamidade.gov 8. Contract price: $9,676,607.00 9. Date Started / Completed: BEGAN: 3/1/2014 COMPLETED: 3/30/2015 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Foundation Company Past Performance Documentation PROJECT: Port of Miami Tunnel and Access Improvements Project Miami Dade County, Florida 1. Contract number of referred project: FDOT Financial Project ID: 251156-3-52-01 2. Description and location of work: This project entailed furnishing and installing 44 ea. 24” prestressed concrete piling for the construction of the Dodge Island Bridge for the Port of Miami Tunnel and Access and Improvements. The total installation for this project included 2,465 lineal feet of precast and prestressed 24” square concrete piling; to include associated test piling, pile cutoff and disposal. 3. Company Role: Sub Contractor – Installed support of excavation, Furnish and Install driven concrete piling for Intermediate Bridge Construction 4. FDOT Related Work Classes Performed: Intermediate Bridges 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Intermediate Bridge Construction. Most specifically, this project included extensive foundation construction, excavation, pile driving, project management and environmental coordination. Ebsary had to conform to all FDOT standard specifications for roadway and bridge construction, specifically section 455. 6. Specialty Work Classes Performed: Driven Steel Sheet Pile, Pile Driving 7. Owner or General Contractor Contact Information Louis Brias, Bouygues Civil Works Florida 1050 MacArthur Causeway Miami, FL 33411 P: (305) 894-1835 Email: l.brias@bcwf-miami.com 8. Contract price: $ 483,350.00 9. Date Started / Completed: BEGAN: 5/1/2012 COMPLETED: 10/26/2012 Ebsary Past Performance Documentation Port of Miami Tunnel and Access Improvements Project SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation Port of Miami Tunnel and Access Improvements Project Ebsary Foundation Company Past Performance Documentation PROJECT: FPL Pipe Bridge & South Bank Stabilization Project Broward County, Florida 1. Contract number of referred project: Florida Power & Light Purchase Order #: 2000143322 2. Description and location of work: This project consists of the demolition and replacement of a 180ft long Jet Fuel Pipe Bridge at the FPL Power Station in Davie, Florida over the Dania Cutoff Canal. The replacement bridge was designed as a single span 180ft long prefabricated steel truss to be erected in four sections. The substructure and foundation consisted of 24” augercast pile supported cast in place concrete footers with approximately 20ft tall cast in place concrete piers to elevate the bridge above marine traffic. After bridge construction the Jet fuel pipe was supported by steel overhang brackets; once the pipes were supported the existing steel and concrete bridge was demolished and removed from the site, to include, complete removal of existing underwater piers. The additional work on this project included south bank seawall reconstruction, site grading and restoration.. 3. Company Role: General Contractor 4. FDOT Related Work Classes Performed: Minor Bridge, Intermediate Bridge, Grading, Electrical Work 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Intermediate Bridge Construction. Most specifically this project incorporated start to finish Intermediate Bridge Construction and demolition, with center to center concrete pier spacing of 180ft on center; additionally it included, augercast foundation piling, cast in place concrete footers and piers, bridge truss erection, bridge painting, stair erection, site work, concealed downlead grounding installation, steel sheet piling bulkhead, cast in place concrete sheet pile cap, underwater demolition, lead abatement and critical lift plans. Additionally, this project was located directly within the Dania Cutoff Canal, which is a Navigable Waterway, and the active FPL Power Plant; which required extensive environmental protection, navigation warnings, extensive turbidity control measures, marine environmental permitting, coordination with state and federal environmental agencies, security checks and required numerous levels of inspections, quality control and certification which are similar to FDOT projects 6. Specialty Work Classes Performed: Driven Steel Sheet Pile, Augercast Piling, Marine Construction Ebsary Past Performance Documentation FPL Pipe Bridge & South Bank Stabilization Project 7. Owner or General Contractor Contact Information: William Figler Project Manager, Florida Power and Light 700 Universe Boulevard Juno Beach, FL 33408 Phone: (561) 694-4749 Email: William.figler@fpl.com 8. Contract Price: $ 1,989,000.00 9. Date Started / Completed: BEGAN: 7/7/2014 COMPLETED: 3/20/2015 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation FPL Pipe Bridge & South Bank Stabilization Project Ebsary Past Performance Documentation FPL Pipe Bridge & South Bank Stabilization Project Ebsary Past Performance Documentation FPL Pipe Bridge & South Bank Stabilization Project Ebsary Foundation Company Past Performance Documentation PROJECT: I-595 Roadway Widening Project Broward County, Florida 1. Contract number of referred project: FDOT Financial Project ID NO. 420809-3-52-01 2. Description and location of work: Design, Build, Finance and Maintain, I-595 Roadway Widening Project for the Florida Department of Transportation; Ebsary’s scope of work included foundation construction for FDOT Intermediate Bridge Construction, installation of new bulkhead sheet piling and tiebacks for the north new river canal, landside sheet piling with permanent tiebacks and walers, cast in place concrete, precast soundwall demolition and installation, cofferdam construction for microtunneling for drainage improvement and miscellaneous temporary critical sheet piling. Ebsary’s contracted scope of work included foundation construction on 12 ea. separate Intermediate Bridges; which included, handling and installing approximately 45,500 lineal feet of precast and prestressed18” and 24” square concrete piling; to include associated test piling, pile cutoff and disposal and furnishing and installing all necessary temporary critical sheet piling and support of excavation for foundation construction; Handling and installing approximately 510,000 square feet of permanent canal bulkhead coated steel sheet piling to include furnishing and installing approximately 15,000 wall feet of permanent double channel waler and 920 ea. permanent grouted tieback anchors and 622 permanent deadman anchors with precast concrete deadmen; Handling and installing approximately 98,000 square feet of permanent landside MSE Steel Sheet Piling to include approximately 250 lineal feet of permanent double channel waler and 180 permanent grouted tieback anchors; furnishing, installing and removing approximately 32,670 square feet of temporary critical steel sheet piling; and furnishing and installing 258 ea. precast soundwall posts, 97 ea. precast soundwall panels, demolition of 155 ea. soundwall posts and panels and reinstallation of the soundwall panels. Additionally, Ebsary was contracted for all cofferdams for the drainage microtunnels, which were to be tunneled either under the I-595 roadway or under the North New River Canal. Ebsary designed, furnished, installed and removed Eighteen (18) cofferdams for jacking and receiving with sizes ranging from 15ft x 18ft to 30ft x 21ft. Each square cofferdam was installed utilizing Temporary Steel Sheet piling, continuous steel beam walers with bracing, 5ft thick tremie seals each with 35ft long 16” augercast anchor piling. Cofferdam design incorporated the installation of drainage structures and construction of drainage outfalls. The total of all cofferdams on this project entailed installation and removal of approximately 57,750 square feet of steel sheet pile, more than 15,500 cubic yards of excavation, 140 ea. 16” x 35 ft diameter augercast tension piling, 1,750 cubic yards of tremie concrete. Additionally, Ebsary designed and installed reinforced cast in place concrete portal walls and thrust walls. 3. Company Role: Sub Contractor – Designed, installed and removed all cofferdam work; Installation of foundation piling and temporary critical sheet piling for minor bridges, intermediate bridges and major bridge, cast in place concrete thrust walls and portal walls, sheet pile installation, deadman tieback installation, grouted soil anchors, permanent double channel waler, soundwall demolition, soundwall installation, steel fabrication and installation, excavation, tremie concrete, augercast piling. Ebsary Past Performance Documentation I-595 Roadway Widening Project 4. FDOT Related Work Classes Performed: Major Bridge – Cast in Place / Post Tensioned / Superstructure, Intermediate Bridge, Minor Bridge, Drainage 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Minor, Intermediate and Major Bridge Construction. Most specifically, this project included extensive foundation pile driving, sheet pile driving, cast-in-place concrete, engineering design, grouted tiebacks, precast installation, demolition, steel waler fabrication and installation, double channel waler fabrication and installation, excavation, backfill and compaction, night work, asphalt repairs, augercast piling, underwater concrete placement, testing, inspection, extensive project management and environmental coordination. Ebsary had to conform to all FDOT standard specifications for roadway and bridge construction, specifically section 455. This project was located adjacent to wetlands and existing canals which is similar to conditions which can be expected for many bridge construction locations. 6. Specialty Work Classes Performed: Driven Steel Sheet Pile, Pile Driving, Marine Construction, Sound Wall Installation, Augercast Piling 7. Owner or General Contractor Contact Information I-595 Express, LLC (Concessionaire) / Florida Department of Transportation I-595 Corporate Park of Commerce, 10368 SR 84, Suite 201, Davie, FL 33324 Daniel Ruiz, Phone: (954) 513-3880 e-mail: druiz@dragados-usa.com Paul A. Lampley, P.E., FDOT District Four, I-595 Construction Project Manager Phone: (954) 845-9552 e-mail: paul.lampley@dot.state.fl.us 8. Contract price: $ 18,268,020.36 9. Date Started / Completed: BEGAN: 4/1/2010 COMPLETED: 10/1/2013 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation I-595 Roadway Widening Project Ebsary Past Performance Documentation I-595 Roadway Widening Project Ebsary Past Performance Documentation I-595 Roadway Widening Project Ebsary Past Performance Documentation I-595 Roadway Widening Project Ebsary Past Performance Documentation I-595 Roadway Widening Project Ebsary Foundation Company Past Performance Documentation PROJECT: Design/Build Navy Pedestrian Bridge Key West, Florida 1. Contract number of referred project: City of Key West RFP# 04-008 2. Description and location of work: This project was a design build bridge construction project that was managed by the City of Key West but ultimately was constructed for the US Navy at Ft. Zachary Taylor in Key West. The project was designed to be constructed on cast in place concrete footers and had to allow for future truck traffic to travel under the bridge for the eventual new entrance into Ft. Zachary Taylor State Park. The project consisted of design, permitting, cast in place concrete footers and landing slabs, precast and set piers, a 10ft x 120ft steel truss bridge, prefabricated steel stairs, bridge painting, cast in place bridge deck, solar electrical lighting and brick façade on each pier. 3. Company Role: General Contractor 4. FDOT Related Work Classes Performed: Minor and Intermediate Bridge, Grading, Bridge Deck Overlays, Bridge Painting, Electrical Work, Portland Cement Concrete Roadway Paving 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Intermediate Bridge Construction. Most specifically this project incorporated start to finish Intermediate Bridge Construction, with center to center concrete pier spacing of 120ft on center; additionally it included, cast in place concrete bridge deck, cast in place approach slabs and pier construction, bridge truss erection, bridge painting and concrete coating, stair erection, site work, solar electrical lighting installation and brick façade installation. Additionally, this project was performed in a secure US Naval Base and in a historically sensitive location due to its proximity to the Ft. Zachary Taylor State Park and required numerous levels of inspections, quality control and certification which are similar to FDOT projects 6. Owner or General Contractor Contact Information Doug Bradshaw City of Key West – Port Operations 201 Williams Street Key West, FL 33040 Phone: (305) 809-3792 Email: dbradsha@keywestcity.com Ebsary Past Performance Documentation Design/Build Navy Pedestrian Bridge 7. Contract price: $ 757,933.00 8. Date Started / Completed: BEGAN: 10/30/2008 COMPLETED: 8/10/2010 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation Design/Build Navy Pedestrian Bridge Ebsary Past Performance Documentation Design/Build Navy Pedestrian Bridge Ebsary Foundation Company Past Performance Documentation PROJECT: S-129, S-131, S-133 and S-135 Pump Stations Trash Rake Upgrades and Site Improvements Martin, Glades & Okeechobee Counties, Florida 1. Contract number of referred project: South Florida Water Management District RFB No. 600000539 South Florida Water Management District RFB No. 600000540 2. Description and location of work: Four Separate Bridge and Seawall construction locations located in Glades, Okeechobee and Martin County, Florida, on the Herbert Hoover Dike on the shore of Lake Okeechobee. The projects consists of the demolition and replacement of four (4) existing pump station intake channel steel sheet pile walls, steel sheet/king pile combination sea walls, and dedicated bypass channel shall steel sheet pile walls and construction of new post-tensioned precast prestressed bridges built over the pump station intake channel. The bridge was supported by 18” and 24” precast prestressed piling and associated cast-in-place concrete caps and approach slabs. In addition, the project also consisted of the installation of temporary steel sheet pile walls and cofferdams for dewatering and supports of excavation. 3. Company Role: Subcontractor – Steel Sheet Pile and Bridge Construction 4. FDOT Related Work Classes Performed: Minor Bridge, Portland Cement Concrete Roadway Paving 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Intermediate Bridge Construction. Most Specifically this project included the construction of four (4) separate multi-span minor bridges over pump station intake canals. The construction consisted of driven concrete piling, cast in place concrete pile caps, precast post tensioned concrete deck slabs, cast in place concrete approach slabs, steel sheet piling combination walls and cast in place concrete seawall caps. Additionally, this project was located directly adjacent to the Federally Managed Herbert Hoover Dike Canal which is a sensitive marine environment and required navigation warnings, extensive turbidity control measures, marine environmental permitting, coordination with state and federal environmental agencies and required numerous levels of inspections, quality control and certification which are similar to FDOT projects 6. Specialty Work Classes Performed: Driven Steel Sheet Pile, Pile Driving, Marine Construction Ebsary Past Performance Documentation S-129, S-131, S-133 and S-135 Pump Stations Trash Rake Upgrades and Site Improvements 7. Owner or General Contractor Contact Information: Bill Gore, Project Manager Douglas N. Higgins 3390 Travis Points, Suite A Ann Arbor, MI 48108 Phone: (734) 996-9600 Email: bgore@mckennacontracting.com 8. Contract Price: $ 4,901,795.00 9. Date Started / Completed: BEGAN: 3/11/2013 COMPLETED: 2/1/2015 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation S-129, S-131, S-133 and S-135 Pump Stations Trash Rake Upgrades and Site Improvements Ebsary Past Performance Documentation S-129, S-131, S-133 and S-135 Pump Stations Trash Rake Upgrades and Site Improvements Ebsary Past Performance Documentation S-129, S-131, S-133 and S-135 Pump Stations Trash Rake Upgrades and Site Improvements Ebsary Foundation Company Past Performance Documentation PROJECT: South Pointe Park Pier Replacement Project Miami Beach, Florida 1. Contract number of referred project: City of Miami Beach Project No. 1224 2. Description and location of work: This environmentally sensitive project for the City of Miami Beach to demo and rebuild a new 9555 square foot precast concrete and cast -in-place bridge / pier at South Pointe Park in Miami Beach, Florida. The scope of work consisted of removal and disposal of all existing concrete piling and concrete pier deck and installation of new dock consisting of 64 each 24”x75 ft precast and prestressed driven concrete pile, placement of 17 ea. precast and prestressed concrete cap beams, furnish and place 4 ea. cast-in-place concrete pile caps, 1 ea. cast in place end bent and approach slab, installation of 75 ea. precast concrete deck girders with cast-in-place concrete diaphragms and form and place 22 ea. cast in place concrete light bollards with electrical conduit cast into the concrete. Additionally, the project consisted of the installation of 6 ea. precast concrete reef modules and relocation of interfering rip-rap boulders. 3. Company Role: Sub-Contractor – Bridge / Pier Demolition and Construction 4. FDOT Related Work Classes Performed: Minor Bridge, Electrical Work 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Minor Bridge Construction. Most specifically, this project included installation of the precast concrete pile to include, precast concrete cap placement, cast in place concrete pile caps, precast girder placement, cast-in- place concrete diaphragms, concrete approach slabs, and miscellaneous demolition and installation work. Additionally, this project was located within the Atlantic Ocean within Government Cut, which is a sensitive marine environment and required navigation warnings, extensive turbidity control measures, marine environmental permitting, and coordination and required numerous levels of inspections, quality control and certification which are similar to FDOT projects 6. Specialty Work Classes Performed: Pile Driving, Marine Construction Ebsary Past Performance Documentation South Pointe Pier Replacement 7. Owner or General Contractor Contact Information: Martin Murphy Jr., Vice President The Murphy Construction Company 1615 Clare Ave. West Palm Beach, FL 33402 Phone: (561) 655-3634 Email: martinmurphy@themurphyco.com 8. Contract Price: $ 1,595,633.00 9. Date Started / Completed: BEGAN: 2/1/2013 COMPLETED: 2/15/2014 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation South Pointe Pier Replacement Ebsary Past Performance Documentation South Pointe Pier Replacement Ebsary Foundation Company Past Performance Documentation PROJECT: Wharf I Emergency Bulkhead Repair, Phase II Miami-Dade, Florida 1. Contract number of referred project: Port Miami Project No. 2009-028.02 2. Description and location of work: The project entailed repairs to Wharf 1 Settlement problems on the Cargo Side of the Port of Miami. Ebsary was contracted to demo the existing failed concrete runway slab, install new steel sheet pile bulkhead, replace and compact new fill, form and place a new reinforced concrete runway slab, replace the asphalt pavement and thermoplastic striping and reconnect all utilities that serviced the mooring bulkhead. The scope of work included Demolition of a 25ft x 840ft runway slab, approximately 5000 cy of compacted fill, placement of 900 cy of reinforced concrete runway, 21,000 sf of asphalt concrete placement, new thermoplastic striping and utility work. All work was performed directly adjacent to the Lummis Island Cut, which is the Federal Shipping Channel on the south side of Port of Miami. 3. Company Role: General Contractor 4. FDOT Related Work Classes Performed: Minor Bridge, Hot Plant-Mixed Bitum. Courses, Grading, Pavement Marking, Portland Cement Concrete Roadway Paving 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Minor Bridge Construction. Most specifically, this project included demolition, pile driving, cast-in-place concrete roadway, asphalt concrete placement, thermoplastic striping, backfill, grading and compaction, utility work, extensive project management and environmental coordination. Additionally, this project was located directly adjacent to the Federally Managed Government Cut Main Channel which is a sensitive marine environment and required navigation warnings, extensive turbidity control measures, marine environmental permitting, and the Port required numerous levels of inspections, quality control and certification which are similar to FDOT projects 6. Specialty Work Classes Performed: Driven Steel Sheet Pile, Pile Driving 7. Owner or General Contractor Contact Information Juan Bergouignan, Miami Dade Seaport Department 1015 North American Way Miami, FL 33132 Phone: (305) 347-4974 Email: Juberg@miamidade.gov Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II 8. Contract price: $2,009,652.81 9. Date Started / Completed: BEGAN: 4/1/2010 COMPLETED: 10/1/2010 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Past Performance Documentation Wharf I Emergency Bulkhead Repair, Phase II Ebsary Foundation Company Past Performance Documentation PROJECT: Port Everglades High Wind Bollards (3 Separate Contracts) Port Everglades, Florida 1. Contract number of referred project: High Wind Bollards at Berth 1 High Wind Bollards at Berth 27 & 29 Port Wide High Wind Bollard Installation 2. Description and location of work: The project entailed test pitting at 25 separate locations, asphalt removal, excavation, Installation of 66” diameter x 77ft long Drilled Shafts, Cast in Place concrete cap, installation of 150ft single bitt ship bollard and site restoration. All work was performed in an active cargo port terminal and required coordinated with shipping and marine traffic at each location. Ebsary installed the three projects utilizing similar sized drilled shaft rigs for each project and utilized a 100 Ton lattice boom crawler crane and an APE 300 vibratory hammer to install the casting. 3. Company Role: General Contractor & Subcontractor 4. FDOT Related Work Classes Performed: Minor Bridge, Hot Plant-Mixed Bitum. Courses, Grading, Portland Cement Concrete Roadway Paving 5. Relevancy To Work Classes: Ebsary Foundation Company was contracted to perform heavy highway and bridge construction utilizing all of equipment, manpower, type of construction and management requirements all directly relate to Minor Bridge Construction. Most specifically, this project included demolition, drilled shafts, cast-in-place concrete roadway, asphalt concrete placement, , backfill, grading and compaction, utility work, extensive project management and environmental coordination. Additionally, this project was located directly adjacent to the Federally Managed Shipping Channel which is a sensitive marine environment and required navigation warnings, extensive turbidity control measures, marine environmental permitting, and the Port required numerous levels of inspections, quality control and certification which are similar to FDOT projects 6. Specialty Work Classes Performed: Drilled Shafts, Marine Construction 7. Owner or General Contractor Contact Information Gary Bogumill, Port Everglades 1850 Eller Dr. Ft. Lauderdale, FL 33316-4201 Phone: (954) 468-0149 Email: GBOGUMILL@broward.org Ebsary Past Performance Documentation Port Everglades High Wind Bollards 8. Contract price (Combined Jobs) : $2,636,418.00 9. Date Started / Completed: BEGAN: 02/2008 COMPLETED: 02/2013 SEE THE FOLLOWING PICTURES FOR REPRESENTATIONS OF THE WORK. Ebsary Past Performance Documentation Port Everglades High Wind Bollards Ebsary Past Performance Documentation Port Everglades High Wind Bollards Mark Belliveau 1 MARK BELLIVEAU Superintendent Position: Superintendent Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone (305) 325-0530 MBelliveau@ebsaryfoundationco.com Responsibility: Management and supervision of all construction activities; which include, construction means and methods, direction of field staff, scheduling manpower and resources, coordinating deliveries, equipment utilization and maintenance, construction layout, quality assurance, progress reports and daily logs, timesheets, installation logs, safety reports and toolbox safety meetings. Projects include Deep Foundations, Heavy Highway and Marine Construction and include driven piling, caissons, augercast piling, sheet piling and combi-walls, bulkheads and seawalls, cofferdams and shoring, precast concrete, soundwalls and drilled shafts. Over 25 years combined experience specializing in deep foundations and marine construction. Experience: Ebsary Foundation Company, Miami, Florida – 9 years as a Foundation and Marine Construction Superintendent. Work included drilled shafts, steel sheet piling and combi- walls, driven concrete, steel and timber pile, soundwalls, grouted soil anchors, tiebacks, cofferdams, augercast piling, seawalls, falsework, cast in place concrete, tremie concrete, diver work, bridge and marine construction. Berkel & Company, Atlanta, Georgia – 2 years as a Foundation Superintendent and 4 years as a Piledriver Foreman. Supervised augercast pile installation projects in the Southeast U.S. Lanzo Construction, Miami, Florida – 2 years as a Foreman. Work included installation of sheet piling cofferdams and large diameter sewer outfall pipe from the City of Miami Beach wastewater treatment plant to approximately 1 mile in the Atlantic Ocean. GLF Construction, Miami, Florida – 2 years as a Bridge Foreman. Worked on the rehabilitation and construction of the Venetian Causeway Bridge in Miami; work included, 54” drilled shafts, bridge demolition and cast in place concrete pile caps. PowerMix Industries, Deerfield Beach, Florida – 3 years as a Piledriver Foreman. Work included augercast piling and steel sheet piling. Misner Marine, Tampa, Florida – 5 years as a Piledriver Journeyman and Foreman. Work included driven piling, bridge construction, sheet piling, formwork, cast-in-place concrete and marine construction. Atlantic Foundation, North Miami Beach, Florida – 10 years as a Piledriver Journeyman and Foreman. Work included driven piling, bridge construction, sheet piling, formwork, cast-in-place concrete and marine construction. Mark Belliveau 2 Certifications & Certified Journeyman Piledriver (Pile Drivers, Divers & Bridge Builders Local 1026) Training: OSHA 10 Hour Training Course OSHA 30 Hour Training Course Standard First Aid Training, AED & CPR Courses Flagger Training Course Basic Rigger & Signalperson Training AWS Certified 3G Welder Project Experience: Superintendent FPL PPE Intake Culvert Rehabilitation, Port Everglades, Florida FPL PPE Discharge Canal Bulkhead, Port Everglades, Florida FPL PPE Circulating Water Inlet Structure, Culvert & Canal Restoration, Port Everglades, Florida Bulkhead 497 Reconstruction, Key West, Florida Tarpon Pier Reconstruction, Key West, Florida Master Pump Station No. 3, Miami, Florida Fisher Island Bulkhead Reconstruction, Fisher Island, Florida City of Cocoa Water Transmission Main Microtunnel Cofferdams, Cocoa, Florida (Bridge # 875000, 875001) NE 6th Street (Port of Miami Blvd) Bridge, Miami, Florida Venetian Causeway Bascule Repairs (Bridge # 874474, 874459), Miami, Florida Department of the Navy Key West Pedestrian Bridge, Key West, Florida Tabernacle Church Bridge, West Palm Beach, Florida (Bridge # 874181) NE 2nd Avenue Bridge (Little River Overpass) for Miami-Dade County, Miami, Florida (Bridge # 874256) Kendall Town & Country Lake Bridge at SW 117 Avenue, Miami, Florida Berth 1 High Wind Bollards, Port Everglades, Florida Berth 27 & 29 High Wind Bollards, Port Everglades, Florida Large Vessel Mooring Facility, Miami, Florida Berth 33 & Slip 3 Toe Wall, Port Everglades, Florida Orange Line Foundations, Miami, Florida Wharf I Emergency Repairs, Port Miami, Florida Miami-Dade Fire Rescue Floating Dock and Boat Lift, Port Miami, Florida Calder Casino Aerial Crossing, Miami-Dade, Florida Port of Miami Cruise Terminal C & D Runway Extension and Bollards, Port Miami, Florida Port Everglades Portwide Bollard Installation, Port Everglades, Florida Miami Circle Seawall Replacement, Miami, Florida MIA Mover Foundations, Miami, Florida Westwego Floodwall Construction, Westwego, Louisiana Matthew Shiring, P.E. 1 MATTHEW J. SHIRING, P.E. Project Executive Position: Vice President, Principal Engineer Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone: (305) 325-0530 x108 matt@ebsaryfoundationco.com Responsibility: Qualifying Engineer, Chief Estimator and Project Executive of land and marine based foundation, shoring and engineering projects; to include, foundation piling, drilled shafts, shoring, cofferdams, seawalls, bulkheads, marinas, docks, bridges, general contracting and design-build. Manage jobs from inception to completion. Executive supervision and review of all heavy highway, bridge, marine and engineering estimating and project management, structural analysis review and critical lift plans. Experience: Ebsary Foundation Company. Miami, Florida – 3 years as Vice President and Chief Estimator, 5 years as Senior Project Manager and Estimator. Work included driven piling, augercast piling, drilled shafts, seawalls and bulkheads, marinas, diver work, sheet piling, shoring, falsework, soil anchors, tremie seals, bridge construction, precast concrete, cast in place concrete, Design-Build and General Contracting. McLean Contracting Company, Baltimore, Maryland – 5 years as a Field Engineer and Superintendent. Work included survey and layout, driven piling, steel sheet piling, formwork, critical lifts, cast in place concrete, precast concrete erection, crane operation, dredging, vibro-compaction, vibro-replacement, falsework and shoring, helical anchors, cofferdams, subcontractor coordination, marine equipment operation, heavy equipment operation, general carpentry and field construction and field project management. Education: Bachelor of Science in Civil Engineering, Structural Analysis North Carolina State University, Raleigh, NC United States Army Engineer School, Engineer Officer Basic Course Ft. Leonard Wood, Missouri Military Service: U.S. Army Corps of Engineers – Served four (4) years active duty; 3 years in A Company, 40th Engineer Battalion, 2nd Brigade Combat Team (Baumholder, Germany) and 1 year at Headquarters, U.S. European Command (Stuttgart, Germany). Honorably Discharged as a Captain (O-3) Licenses: Florida Board of Professional Engineers Certificate of Authorization, C.A. # 30489 State of Florida Professional Engineer, Lic. # 67266 State of Maryland Professional Engineer, Lic. # 33345 North Carolina Board of Examiners, Engineering Intern, Lic. # A-17534 Certifications &: 30-Hour OSHA Training Course Training: 10-Hour OSHA Training Course 40-Hour EM 385-1-1 Hazard Recognition Course Standard First Aid Training, AED & CPR Courses Matthew Shiring, P.E. 2 Flagger Training Course Basic Rigger & Signalperson Training Department of the Army SOC 40, Safety Officers Course (40-hr) Department of the Army HAZ 11, Hazardous Material Driver Training Course (40-hr) Employer Certified Lattice Boom Crawler Crane Operator (up to 150 tons) Employer Certified Hydraulic Crane Operator (up to 60 tons) AWS Certified Welder, Plate Unlimited, AASHTO/AWS D1.5, Cert #: 0601019W Scuba Schools International Open Water Diver Certification Maryland Certificate of Boating Safety Education Project Experience Project Executive Area 2 (Bays 177-183) Construction of Seawall, Port Miami, Florida Port of Miami Tunnel Access Improvements (Bridge # 874089), Dodge Island Bridge, -Port Miami, Florida S-129, S-131, S-133 and S-135 Trash Rake and Access Bridge Rehabilitation, Okeechobee, Florida Herbert Hoover Dike Culverts 8 & 13 Rehabilitation, Okeechobee, Florida Herbert Hoover Dike Culverts 11 & 16 Rehabilitation, Port Mayaca, Florida Herbert Hoover Dike Culverts 1 & 1A Rehabilitation, Moore Haven, Florida FPL PPE Intake Culvert Rehabilitation, Port Everglades, Florida South Pointe Pier Reconstruction, Miami Beach, Florida FPL PPE Discharge Canal Bulkhead, Port Everglades, Florida SW North River Drive Seawall, Miami, Florida Bulkhead 497 Reconstruction, Key West, Florida Tarpon Pier Reconstruction, Key West, Florida Design-Build Services for Seawall Stabilization at Museum Park, Miami, Florida FPL Pipe Bridge & Seawall Stabilization, Davie, Florida Arch Creek Pedestrian Bridges, North Miami, Florida Project Manager Master Pump Station No. 3, Miami, Florida Island Gardens Megayacht Facility, Miami, Florida Fisher Island Bulkhead Reconstruction, Fisher Island, Florida Pump Station S-650 Lakeside Ranch Cofferdam, Lakeside Ranch, Florida Port Miami Wharves Strengthening Program, Port Miami, Florida I-595 Roadway Improvements Project, Seawall, Soundwalls, Cofferdams, and Bridge Construction (Bridge # 860560, Flyover Ramp N, 000026, 000105, 000107, 000122, 000123, 000111, 860475, 860421, 860384), Broward County, Florida Department of the Navy/ Key West Pedestrian Bridge – Key West, Florida City of Cocoa Water Transmission Main Microtunnel Cofferdams, Cocoa, Florida Sunny Isles Bascule Bridge Rehabilitation, Sunny Isles, Florida Hollywood Beach Seawall Replacement, Hollywood, Florida Indian Key Dock Reconstruction, Islamorada, Florida Superintendent Morgantown Coal Fire Power Plant Curtain Wall, Morgantown, Maryland Baltimore Yacht Club Fuel Pier, Baltimore Maryland General Superintendent – Haul Road Bridge – Waldorf, Maryland I-95 & I-695 Interchange, Kenwood Ave Bridge, Lillian Holt Drive Bridge – Baltimore, Maryland Harborview Condominiums Pier Construction – Baltimore Maryland Eb s a r y F o u n d a t i o n C o m p a n y Or g a n i z a t i o n a l C h a r t Sc o t t A . A l f e l e Pr e s i d e n t Ma t t h e w J . S h i r i n g , P E Vi c e P r e s i d e n t James M. Gonzalez VP of Operations Ja m e s M . G o n z a l e z Vi c e P r e s i d e n t o f O p e r a t i o n s Br e n t H u f f m a n Pr o j e c t M a n a g e r Yo s m e l M i l i a n , P E Pr o j e c t M a n a g e r Br i a n O r t i z Pr o j e c t M a n a g e r Al e j a n d r o M a r t i n e z Pr o j e c t E n g i n e e r Br i a n B e l l i v e a u Su p e r i n t e n d e n t Ge r r y K n o p p Su p e r i n t e n d e n t Rick Varney Superintendent Ma r k B e l l i v e a u Su p e r i n t e n d e n t Esmil Canet Superintendent Duane Adkinson Superintendent Richard C. Varney 1 RICHARD C. VARNEY Project Superintendent Position: General Superintendent Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone (305) 325-0530 rvarney@ebsaryfoundationco.com Responsibility: Management and supervision of all project construction activities; which include, construction means and methods, direction of field staff, scheduling manpower and resources, coordinating deliveries, equipment utilization and maintenance, construction layout, quality assurance, progress reports and daily logs, timesheets, installation logs, safety reports and toolbox safety meetings. Projects include Deep Foundations, Heavy Highway and Marine Construction and include driven piling, caissons, augercast piling, sheet piling and combi-walls, bulkheads and seawalls, cofferdams and shoring, precast concrete, formwork, drilled shafts and rock sockets. Over 30 years combined experience specializing in deep foundations and marine construction. Experience: Ebsary Foundation Company, Miami, FL – 3 years as General Superintendent for heavy marine, bridge and engineering construction projects; primary responsibilities include management of construction activities, safety management, quality control, tugboat coordination, bridge construction, girder erection, driven pile, demolition, cast-in-place concrete, sheet piling and marine construction. Callaway Marine Technologies, Boca Raton, FL – 1.5 years as Project Superintendent for heavy marine construction projects. Worked on projects with USACE and SFWMD; primary responsibilities included project supervision, pile driving, diving, tug operation. Trio Development, Pompano Beach, FL – 7 years as Project Superintendent for heavy marine construction projects. Worked on Storm water and sewer pumping station projects; responsibilities included project supervision, crane and heavy equipment operation, diving, welding, structural concrete and steel installed engineered piping and pumps Moby Marine (Calloway Marine Technologies), Ft. Pierce, FL – 3 years as Project Superintendent / Diver for heavy marine construction projects. Worked on artificial reef placement, rock jetty construction and underwater pipe placement and inspection; responsibilities included supervision, crane and heavy equipment operation and diving. Lanzo Construction, Deerfield Beach, FL – 3 years as Diving Supervisor and Pipe Laying Superintendent for underwater pipe repair projects. Worked on 72” Crossbay sewer pipe rehabilitation, 120” sewer outfall construction and underwater pipe inspection and repairs. Responsibilities included supervision, heavy equipment operation, sheet pile and diving. United Gunite, Florance, AL – 1 year as Assistant Superintendent for the Tampa Old Skyway Bridge and Fishing Pier Rehabilitation. Richard C. Varney 2 L.C. Boggs Marine Construction, Hollywood, FL – 2 years as Crane Operator, Diver and Pile Foreman for Heavy Marine and Highway Projects. Responsible for sheet pile, underwater pipelines, concrete retaining walls and bridge construction. Licenses &: 30-Hour OSHA Training Course Training: 10-Hour OSHA Training Course AED & CPR, First Aid CCO Crane Certification up to 300 ton Certified Master diver ASE Certified Diesel Mechanic AWS D1.1 Certified Welder Certified Rigger and Signalman Certified Pilot Escort and Flagger Confined Space Entry Supervisor NUCA Certified Competent Person Master of Towing Vessels with 100 ton Master Captain Graduate of the Association of Building Contractors Carpentry School Project Experience: Project Superintendent Area 2 (Bays 177-183) Construction of Seawall, Port Miami, Florida Three Islands Blvd Bridge over Desoto Waterway, Hollywood, Florida (Bridge #890003 Repair) Roosevelt Bridge, Martin County, Florida (Bridge # 139003, 159008) Skyway Fishing Pier, Tampa Bay, Florida (Bridge # 870771, 870772) MacArthur Causeway EB & WB over Intracoastal Waterway, Miami, Florida (Bridge # 930370) SR 804 E Ocean Avenue over Intracoastal Waterway, Pam Beach, Florida FPL Pipe Bridge Replacement, Davie, Florida Arch Creek Pedestrian Bridge Replacement, Aventura, Florida Herbert Hoover Dike Culverts 1 & 1A Replacement, Moore Haven, Florida South Pointe Pier Replacement, Miami Beach, Florida Yosmel Milian, P.E. 1 YOSMEL MILIAN, P.E. Project Manager Position: Project Manager, Professional Engineer Ebsary Foundation Company 2154 N.W. North River Drive Miami, Florida 33125 Phone (305) 325-0530 ymilian@ebsaryfoundationco.com Responsibility: Estimator and Project Manager of land and marine based foundation, shoring and engineering projects; to include, bridges, cofferdams, seawalls, bulkheads, marinas, docks and utility work. Manage jobs from inception to completion. Additional responsibilities include coordination for deliverables, planning, scheduling, conducting and coordinating the technical and management aspects of projects. Assist in the preparation of engineering project proposals. Participation in client/contractor meetings and resolving client/engineering and management project issues. Review and approve project client invoices. Permit and contract closure, punch list. Oversee subcontractor closeout/punch list. Experience: Ebsary Foundation Company, Miami, FL – 3 years as Project Manager, 2 years as a Project Engineer. Work includes bridge construction, steel truss erection, grouted soil anchors, deadmen and tiebacks, soil improvement, drainage and utility work, driven prestressed concrete pile, asphalt paving, vibro compaction, augercast piling, falsework, steel pipe piling, dock construction and decking, steel sheet piling, precast concrete, cast in place concrete. Education: Bachelor of Science in Civil Engineering Florida International University, Miami, FL Licenses: State of Florida P.E. #78540 State of Florida E.I. # 1100014706 Certifications &: 30-Hour OSHA Training Course Training: 10-Hour OSHA Training Course Basic Rigger & Signalperson Training Standard First Aid Training, AED & CPR Courses Project Experience: Project Manager FPL Pipe Bridge & Seawall Stabilization, Davie, Florida FPL PPE Intake Culvert Rehabilitation, Port Everglades, Florida South Pointe Pier Reconstruction, Miami Beach, Florida Bulkhead 497 Reconstruction, Key West, Florida Tarpon Pier Reconstruction, Key West, Florida Design-Build Services for Seawall Stabilization at Museum Park, Miami, Florida Port Miami Cruise Terminal C, F & G Runway Improvements, Port Miami, Florida Removal of Existing Catwalks at Rikenbacker Causeway Bear Cut Bridge, Key Biscayne, Florida San Marco Island Drainage Improvements, Miami, Florida Yosmel Milian, P.E. 2 Project Experience: Project Engineer FPL PPE Intake Culvert Rehabilitation, Port Everglades, Florida FPL PPE Discharge Canal Bulkhead, Port Everglades, Florida FPL PPE Circulating Water Inlet Structure, Port Everglades, Florida SW North River Drive Seawall, Miami, Florida Port Miami Mooring Bollards, Phase I, Port Miami, Florida Cruise Terminal D & E Runway Extension, Port Miami Florida Wharf I Emergency Repairs, Port Miami, Florida Miami-Dade Fire Rescue Floating Dock and Boat Lift, Port Miami, Florida Construction Engineering Consultants, Corp. Page 1 MICHAEL C. BONE, P.E. Geotechnical / Specialty Engineer EDUCATION: Bachelor of Science in Civil Engineering, The Citadel, 1969 Master of Science in Civil Engineering, The University of Florida, 1970 REGISTRATIONS & HONORS: Florida Professional Engineer License No. 19383; Florida Licensed General Contractor; Past President, Engineering Contractors Association of South Florida; Past Director, Florida Transportation Builders Association; Holder of two U.S. Patents for integral pile and post structural system; Member, The Dispute Review Board Foundation; Member, The Florida Engineering Society; Member, American Society of Civil Engineers PROFESSIONAL EXPERIENCE: Mike Bone has over 35 years experience in engineered heavy construction; working in the capacity of superintendent, layout engineer, project engineer, quality control engineer, project manager, estimator and design engineer. Mr. Bone has served as General Manager for the Structures Divisions of two major South Florida Contractors. He is an accomplished builder and designer in the areas of bridges, foundations, marinas, bulkheads, cofferdams and sound walls. He has served FDOT for the last 12 years as a consultant on constructability, claims and scheduling. Mike Bone is responsible for the design of a pile and post wall system adopted as a standard for sound walls by the Florida Department of Transportation. He has completed the FDOT Short Course on Load and Resistance Factor Design of Bridges. EXPERIENCE RECORD: Jan/71-Sep71 – Design engineer with Howard, Needles, Tammen and Bergendorf in Alexandria, Virginia. Assisted with structural and geometric design of several bridges for the Virginia Department of Highways. Sep/71-Jan/76 Chief Engineer for Atlantic Foundation Company, Inc. performing estimating, contract administration and the design of forms, falsework and cofferdams. Several projects completed during this period include: N.W. 74th Street Connector, 2.5 miles of bridges and roadways Interchanges added to Palmetto Expressway at N.W. 122nd & 138th Streets. Haulover Beach Marina Renovation Bascule Bridge crossing of Intracoastal Waterway at Hollywood, Fl. Jan/76-Oct/88 Promoted to Vice President of Atlantic Foundation Company, serving as General Manager of the Heavy Construction Division. Several projects completed during this period include: Widening of Palmetto Expressway Marinas at Fisher Island, Brickel Key & Grove Isle Cape Florida Bulkhead & Park Improvements Gantry Crane Foundation, Port Everglades Six Bridges in the Florida Key Two Deepwater Bulkheads at Port Everglades Design and Construction of main pier cofferdams for 192nd Street Causeway Rickenbacker Causeway Bay Bridge (3,600 lf, 80 ft clearance) Bayfront Park Improvements I-95 Bridge over the St Lucie Canal and adjacent interchange Oct/88-Nov/96 Vice President and General Manager for Structures at State Contracting & Engineering Corporation, Fort Lauderdale. Several projects completed during this period include: Replacement of Florida Turnpike Bridge over US 441 Design and Construction of post and panel sound wall system for the I-95 Corridor. Construction Engineering Consultants, Corp. Page 2 Design and Construction for widening of vehicular tunnel under Runway 12/30 in MIA. Fabrication and erection of precast sound barrier panels on elevated Metrorail Guideway. Railroad Bridges over Pompano and C-13 Canals in Broward County VECP redesign and construction of sound barrier on I-195, Dade County Nov/96-Present President and Principal Engineer for Construction Engineering Consultants, Corp. Constructability/Scheduling/Claims/Cost consultant contract with FDOT District Six Construction since 1998 District Project Manager, Mikhail Dubrovsky, P.E. (305) 499-2354 Constructability/Scheduling/Claims/Cost consultant contract with FDOT District Four Construction since 2001 District Project Manager, Jeanette Harris, P.E. (954) 777-4184 Constructability/Scheduling/Claims/Cost consultant contract with Tampa-Hillsborough X-way Authority since 2000 Project Manager, Ben Muns, P.E. (813) 272-5987 Constructability/Scheduling/Claims/Cost consultant contract with Dade Transportation Consultants (MDX) Project Manager, Tom Muzicka, P.E. (305)514-3410 Contractor Specialty Engineering and Design Cofferdam design for Boynton Beach Blvd Bascule Design of tension pile and seal dewatering scheme at MIA Tunnel for OFL Fuel dock replacement, FPL’s Turkey Point Plant Shoring design SW Florida Regional Airport upper drive for PCL Design of 300’ x 900’ cofferdam for Downtown Dadeland Project Design of temporary supports for two integral diaphragm bridges – (MDX) SR 836 at H.E.F.T. Design of temporary critical walls for Turnpike over Atlantic Blvd. – Condotte America Design of temporary supports for excavations and cap forms for SR-874 Kendall Drive – Condotte America (MDX) Design of temporary supports for excavation – Metrorail Orange Line Several constructability review and scheduling projects completed during this period include: Sunny Isles Blvd Bascule Rehabilitation I-95 ITS Interim Operations Center NE 79th Street Bascule Rehabilitation I-95 Widening and Pavement Repairs Biscayne Blvd/NE 203 Street Interchange NW 79th Ave over the Miami Canal I-95/Okeechobee Rd. Interchange in Palm Beach Okeechobee Road Depressed Roadway & Improvements Collins Avenue Reconstruction SW 2nd Avenue Bascule Bridge Royal Park Bascule Bridge Replacement I-95 Sound Walls, Miami-Dade County Turnpike Thomas B. Manual Deck Replacement Turnpike Mainline, Griffin to Sunrise Turnpike Mainline, Sunrise to Atlantic NW 12th Avenue Bascule Bridge NW 5th Avenue Bascule Bridge Port of Miami Tunnel SR 826/836 Interchange Seven Mile Bridge Repairs I-95 Managed Lanes through SR 112 Interchange I-595 Corridor Improvements SR 826 / SR 836 Interchange Brickell Avenue (US-1) Drainage Improvements www.earthtech.net Soil Stabilization Compaction Grouting Underpinning Ground Improvement Vibro Replacement/Stone Columns Vibro Compaction Deep Foundations Ductile Iron Piles Micro Piles/Mini Piles Helical Piles EARTH TECH (DE), LLC 2620 Hunt Road Land O’ Lakes, FL 34638 Telephone: 813-909-8000 Facsimile: 813-909-8001 Key Personnel MAILING ADDRESS: Earth Tech (DE) LLC 2620 Hunt Road Land O’ Lakes, Florida 34638 NATURE OF BUSINESS: Ground Improvement and Deep Foundations Bud Khouri, PE: Bud Khouri, PE has over 30 years’ experience within the Geotechnical Construction Industry. Bud has worked in both the design and construction fields of Civil Engineering with national design consulting firms and construction companies. Mr. Khouri, PE technical experience includes: Concrete and steel bridges, box culverts, conventional and MSE retaining walls and bridge abutments, load test programs of deep foundations, deep foundation installation, ground improvement techniques such as Vibro Replacement Stone Columns and Vibro Compaction, Cement Sand Vertical Columns, deep cut off walls, Augercast Piles, subsurface investigations, and research and testing of post grouted drilled shafts Jon Wiksten: Jon Wiksten has over 30 years of experience in field supervision and management within the foundation construction industry. Jon’s construction and technical experience include: Vibro Replacement, Vibro Compaction, Ductile Iron Piles, Micro Piles, Drilled Shafts, and Augercast in place piles, Cement Sand Vertical Columns, Deep Cut off walls, Rock Anchors and many other soil improvement and deep foundation services. Dr. Ed Garbin, Ph.D, PE, D.GE: Having first acquired a diverse construction background, Dr. Garbin earned his undergraduate and graduate degrees in Civil Engineering from the University of South Florida (Tampa). While doing so, he worked for Applied Foundation Testing, helping to establish their Tampa office. He specialized in instrumentation, data acquisition and full-scale testing of deep foundations and other geotechnical systems. Thereafter, Dr. Garbin joined the Tampa branch of Universal Engineering Sciences, ultimately managing the geotechnical and drilling departments for several years. Concurrently he taught structural and geotechnical engineering courses as an adjunct at USF. In 2007 Dr. Garbin left consulting and academia to return to his construction roots, accepting a position with Hayward Baker as Chief Engineer of the Southern Region. He focused on solving complex geotechnical problems using innovative ground improvement systems, often for remediation of very soft soils. He also gained extensive experience in the design and construction of earth retention and specialty deep foundation systems. Dr. Garbin was the lead design engineer for major specialty geotechnical construction projects across the country, and has also completed projects in Central America and the Caribbean. In January of 2015, Dr. Garbin joined Earth Tech as Vice President of Engineering & Technology. At Earth Tech he serves as the company’s lead technical authority for specialty geotechnical construction projects in the U.S. and the Caribbean. His practical and diverse background allows him to bring a unique perspective to the design, construction and testing of complex and innovative geotechnical systems. Dr. Garbin is a Board Certified Geotechnical Engineer. Michael Simpson, PE: Michael graduated from Auburn University in 2003 with his Bachelor and Master of Science degrees in Civil Engineering. His studies focused on geotechnical Engineering with an emphasis on drilled shafts. After college, Michael moved to Tampa, Florida where he joined Qore Property Sciences, specializing in local geotechnical consulting services. His duties included developing work scopes, estimates, project management, engineering evaluations and recommendations for geotechnical explorations. Michael left consulting in 2005 and joined the Florida branch of Hayward Baker as a Project Manager. During his nearly 10 years with Hayward baker, Michael gained valuable experience primarily in ground improvement projects located in Florida, East Georgia, and Puerto Rico. He prepared cost estimates, proposals and designs and managed Vibro Compaction, Vibro Replacement, Compaction Grout and Rigid Inclusion Projects. At the end of 2014, Michael joined Earth Tech as a Senior Project Manager. His duties at Earth Tech remain focused on the ground improvement market. Michael is currently a registered Professional Engineer in the State of Florida. John Barnes: John Barnes is involved in every stage of the projects he manages including; estimating, assisting in the design, contracting, coordinating, scheduling, budgeting and overseeing construction. John has over 10 years’ experience in deep foundation construction and his been involved in many projects both large and small covering a wide variety of fields. John currently holds Earth Tech’s General Contractor’s License in South Carolina. Mark Plaskett, PE: Mark graduated from the University of South Florida in 1989 with his Bachelor of science in Civil Engineering with studies focused on Geotechnical Engineering. During Mark’s almost 20 years at Hayward Baker, Mark specialized in the ground improvement side of the business working on project throughout the Southeastern United States, the Caribbean, and Central America. In addition to Project Management, Mark was also involved in Business Development. In 2015, Mark decided to pursue an opportunity as a Senior Project Manager with Earth Tech. His duties will remain focused on the ground improvement market. Mark is a registered Professional Engineer in the State of Florida. He currently serves as Chairperson for the local ASCE Geo Institute and is also a member of the Florida Engineering Society. Wayne Quirk: Wayne Quirk serves as Senior Project Superintendent for Earth Tech (DE), LLC heavy civil construction division. Wayne’s responsible for project coordination, equipment management, site safety, labor organization and client relations at each jobsite. Wayne has gained over 28 years’ experience in field supervision and management within the foundation construction industry. Wayne’s technical experience include: Ground improvement techniques such as Vibro Replacement (Stone Columns) and Vibro Compaction, Micro Piles for high capacity piles in limited access areas, Compaction & Pressure Grouting, Jet Grouting, Chemical Grouting, drilling, Rock Anchors, Deep Dynamic Compaction (DDC), and load testing including Static and Dynamic. Edward J. Garbin, Jr., Ph.D., PE, D.GE 2620 Hunt Road Land O’ Lakes, FL 34638 (813) 909-8000 egarbin@earthtech.net Experience: Earth Tech, LLC Land O’ Lakes, FL Vice President of Engineering & Technology 2015 to Present Lead technical authority for Earth Tech projects in the U.S. and Caribbean. Supports project managers during the bidding and design phases of specialty geotechnical construction projects large and small Assists with proposal and contract preparation, directs all design, research and development, develops and oversees quality control/quality assurance programs Provides technical sales and marketing support, mentors junior staff, publishes and presents at conference and technical seminars Well-versed in specialty geotechnical design and construction techniques, with a particular interest in ground improvement systems for soft ground and karstic sites Highly experienced with design and construction on very soft soils and karst geology, site investigation optimization, geotechnical instrumentation and data acquisition, sinkhole identification and remediation, and deep foundation load testing and data analysis Hayward Baker, Inc. Tampa, FL Chief Engineer, Southern Region 2007 to 2014 Managing lead engineer for HBI in the southeastern U.S., Caribbean, and Central America. Consult with/assist engineers in all regions of HBI on complex projects. Member of HBI’s Technical Risk Assessment Committee since 2009 Responsible for technical sales and marketing assistance, mentoring junior staff, conference and seminar presentations and publications, geotechnical design of ground improvement, earth retention and deep foundation systems, research and development, design and implementation of quality control/quality assurance systems Adept and proficient at clearly communicating and discussing technical solutions for simple to complex geotechnical engineering projects to both engineers and non- technical audiences Ground improvement designer for notable and award-winning projects such as: Fort Lauderdale-Hollywood International Airport Runway Expansion (soil mixing, vibro replacement for high embankment support on soft soils), Edgewood Drive Extension (rigid inclusion-supported embankment over waste phosphatic clay), Marco Island Executive Airport (mass stabilization of soft coastal organics for new taxiway/apron), Petroterminales de Panama (multiple ground improvement techniques for liquefaction and consolidation mitigation beneath large diameter IFR steel oil storage tanks) Universal Engineering Sciences, Inc. Tampa, FL Geotechnical Engineering Manager / Drilling Manager 2003 to 2007 Lead geotechnical engineer for UES Tampa branch. Authored many of the geotechnical report and proposal templates used by UES Tampa Responsible for hiring/mentoring new engineering personnel, new and existing client interaction and new business development. Tracked P/L, developed price schedules and assisted with marketing 2 Assisted UES branch offices with large/complex geotechnical projects involving: post- grouted drilled shafts, non-redundant drilled shafts (FDOT projects), augercast piles, ground improvement programs, load testing and instrumentation Designed and executed drilled shaft load testing programs (static & Statnamic), and performed drilled shaft and driven pile integrity testing (using both TNO and PDI devices) Profitably managed the UES Tampa drilling department & geotechnical engineering group Applied Foundation Testing, Inc. Tampa, FL Project Engineer / Instrumentation Lab Director 1997 to 2003 Reviewed test plans such as types and cycles of tests, conditions under which tests were to be conducted, and duration of tests, and presented recommendations Executed full-scale static and Statnamic load tests, interpreted and reported results Developed data acquisition software for use in full-scale load testing Hired and trained lab technicians in preparing high quality, piezoelectric and strain-type transducers based on common and proprietary designs University of South Florida Tampa, FL Adjunct Professor 2004 to 2011 Graduate Researcher / Instructor 1998 to 2003 Taught undergraduate courses in soil mechanics and geotechnical engineering, engineering mechanics of materials, reinforced concrete design, and the EIT review for Mechanics of Materials Wrote research proposals, quarterly status reports (FDOT projects), final project reports, and presented relevant research to industry professionals Directed field and laboratory research for several FDOT and FHWA projects Instrumental in developing procedures, data interpretation methods and software for axial Statnamic load testing of both shallow and deep foundation systems McClymont & Rak Engineers Pennsauken, NJ Engineering Technician 1994 to 1995 Assembled, adjusted and operated laboratory equipment and instruments Executed daily operations of soils, concrete, and asphalt testing in accordance with ASTM and NJDOT standards Performed all CPT/SCPT testing utilizing a 10-ton, box truck-mounted Hogentogler rig Obtained required permits and utility clearance requests prior to drilling Asyla Construction Company Blackwood, NJ Construction Crew Chief 1984 to 1994 Started as laborer; promoted to Crew Chief in 1988 Supervised 8 to 10 employees, scheduled work hours, resolved conflicts, determined salaries Assisted superiors in directing activities of workers concerned with construction of commercial buildings, residential buildings, and other projects Skilled in heavy equipment operation, concrete placement and finishing, timber and metal framing, drywall installation, roofing, and siding 3 Education: University of South Florida Tampa, FL Ph.D. in Civil Engineering 2003 Field of Study: Geotechnical Engineering Dissertation: "Construction related difficulties with drilled shaft foundations and recommendations for mitigation" University of South Florida Tampa, FL M.S. in Civil Engineering 1999 Field of Study: Geotechnical Engineering Extensive training in foundation load and integrity testing, cone penetrometer testing, advanced instrumentation systems, data acquisition systems, and data analysis Thesis: "Data regression for axial statnamic testing and the development of the statnamic analysis workbook" Nominated for USF Outstanding Master's Thesis Award University of South Florida Tampa, FL B.S. in Civil Engineering 1998 Field of Study: Structural Engineering For a senior project, designed a steel-framed main span replacement for the Howard Frankland Bridge in Tampa, FL Camden County College Blackwood, NJ Associate in Science 1995 Field of study: Engineering Science Awarded "Outstanding Achievement in Physics" for developing an interactive CD-ROM used as a teaching aid by the physics department Publications: Garbin, E.J., Hill, J.R., and Hussin, J.D., (2014), “Rigid Inclusions for Embankment Support over Waste Phosphatic Clay.” Proceedings, Geosynthetics Mining Solutions, Infomine, Vancouver, Canada. ISBN: 978-0-9917905-5-5. Hussin, J.D., Garbin, E.J., (2012), “Recent Advancements in the Use of Dry Mass Stabilization for Structural Support in the United States.” Proceedings, 4th International Conference on Grouting and Deep Mixing, Deep Foundations Institute, New Orleans, Louisiana Garbin, Edward J., McIntosh, Kirk A., and Desai, Karishma R., (2011), “Mass Stabilization for Settlement Control of Shallow Foundations on Soft Organic Clay Soils.” Proceedings, Geo-Frontiers 2011 Conference, Geo-Institute of ASCE, Dallas, Texas. Garbin, Edward J., (2010), “Tank Site Remediation.” Tank Storage Magazine, September Issue, Horseshoe Media Ltd., London, UK. Garbin, Ed, Mann, Joseph A., (2010), “Mass Stabilization for Environmentally Sensitive Projects in Florida.” Proceedings, TRB 7th International Bridge Engineering Conference, San Antonio, Texas Garbin, Ed, Hussin, James, and Kami, Chikashi, (2010), “Earth Retention Using the TRD Method.” Proceedings, Earth Retention 2010, Geo-Institute of ASCE, Bellevue, Washington. Garbin, Edward J., Evans, Jeffrey C., and Hussin, James D., (2009), “Trench Cutting Remixing Deep (TRD) Method for Vertically Mixed-In-Place Cutoff Wall Construction at Herbert Hoover Dike.” Proceedings, Dam Safety 2009, Association of State Dam Officials, Hollywood, FL. Evans, Jeffrey C., and Garbin, Edward J., (2009), “The TRD Method for In Situ Mixed Vertical Barriers.” Proceedings, US-China Workshop on Ground Improvement Technologies IFCWEEF09, Orlando, FL. 4 Garbin, E., Hioki, Y., Kami, C., and Lewis, C., (2009), “Evaluation of Trench Remixing Deep (TRD) Cutoff Wall Homogeneity Using Thermal Integrity Testing.” Proceedings, International Symposium on Deep Mixing & Admixture Stabilization, Okinawa, Japan. Garbin, Ed J., Jr., Mullins, A. G. (2004), “The Statnamic Analysis Workbook: A Tool for Automated Statnamic Data Analysis and Storage.” Journal of Engineering Technology, Fall 2004, pp. 18-24. McGillivray, R.T., Garbin, E.J., Jr., and Ashmawy, A.K. (2001), “Design of Geogrid Reinforcement for Heavily Loaded Pavement Systems.” Proceedings, Geosynthetics 2001, Portland, Oregon, pp. 795-807. Mullins, G., Garbin, E., Lewis, C., and Ealy, C. (1998), “Statnamic Testing: University of South Florida Research.” Second International Statnamic Seminar, Tokyo, Japan, October 28-30. Licensure: Alabama, Florida, Georgia and South Carolina Licensed Professional Engineer Honors: Diplomate, Geotechnical Engineering (Academy of Geo-Professionals) PATRICK M. AYALA, LEED AP 8107 Bay Club Court, Tampa, FL 33607 • (561) 317-2712 • PatrickA@RWHConstruct.com EXPERIENCE: 2010-Present RWH CONSTRUCTION SERVICES Tampa, FL Project Manager: Oversee various MSE Retaining Wall projects throughout the state for the Florida Department of Transportation, ranging from 3,500SF to 170,000SF. 2009-2010 M.E. RINKER, SR. SCHOOL OF CONSTRUCTION Gainesville, FL Graduate Teaching Assistant for Construction Drawing: Taught basic print reading, SketchUp, and free-hand sketching; developed and updated lesson plans. 2009 Summer LEVIN DEVELOPMENT GROUP LLC Jupiter, FL Apprentice for small GC: Sealed and painted, light demolition, metal stud framing, and cabinet installation for several residential projects ranging from 2,000-5,000 square feet. 2008-2009 UF COLLEGE OF DESIGN, CONSTRUCTION, AND PLANNING Gainesville, FL Architecture Intern for the Florida Community Design Center: Aided design team in creating multiple redevelopment proposals for the city of Chipley, FL, focused on sustainability and economic growth. 2006-2007 NXG ARCHITECTURE, INC. Jupiter, FL Part-time consultant/intern: Constructed scaled models for clientele and assisted with CAD. 2006 Summer IMPACT INTERIOR COMPANY Jupiter, FL Carpenter’s apprentice: Installed hardware for bathrooms and interior/exterior doors. 2004-2005 BEAR FLAG LLC/EAGLE TREE CONSTRUCTION Jupiter, FL Labor Supervisor at the Ritz Carlton Country Club: Directed group of laborers in maintaining jobsite. EDUCATION: 2013 Master of Building Construction M. E. Rinker, Sr. School of Building Construction, University of Florida, Gainesville, FL 2008 Bachelor of Design in Architecture, Cum Laude School of Architecture, University of Florida, Gainesville, FL SKILLS: Computer: Proficient in AutoCAD, Revit, Ecotect, Sketch Up, Adobe Photoshop, Microsoft Office Familiar with Primavera Expedition, Primavera Project Management, On-Screen Takeoff Language: Fluent in Spanish and Polish CERTIFICATIONS AND ACTIVITIES: OSHA 30-Hour Safety Card Design Build Institute of America, UF Student Chapter VP of Human Resources/Treasurer Emerging Green Builders/United States Green Building Council, UF Student Chapter Associated Builders and Cont ractors, UF Student Chapter Golden Key International Honour Society American Institute of Architect Student s Christopher M. Ladouceur 8141 Lucidul Court Trinity, Florida 34655 Phone: (727) 560-6119 E-mail: chris.ladouceur@yahoo.com CAREER BACKGROUND A results oriented Construction Industry professional with proven abilities in construction operations and project management. A proven track record for delivering results based on sound business and construction principles that directly impact the bottom line. Demonstrated the ability to analyze procedures, methods, and effective use of resources to achieve project goals. PROFESSIONAL EXPERIENCE Project Manager, RWH Construction Services Co. (May. 2012 - Current) Manage the construction of retaining walls and moment slabs contracted on large civil contracts with the FDOT and various municipalities. Estimate new projects and assist with business development to increase company revenues. Develop company safety and employee policies and procedures. Project Manager / Estimator, Cypress Gulf Development Corp. (Jan. 2009 – May 2012) Assembled site development proposals and budgets for commercial, multi-family, and light industrial development projects. Managed projects, suppliers, subcontractors, and field production while maintaining a good rapport with general contractor and owner clients. Assistant Project Manager, ARCO Multi-Family Group, Inc. (Nov. 2007 - Oct. 2008) Assisted in managing the completion of Back Bay at Carillon - 55 high-end town home units totaling $22.8 million. Assembled multi-family estimates and budgets for prospective clients, created standard project templates, and developed historical project unit cost database. Construction Manager, John Michael Homes, Inc. (Aug. 2005 - Oct. 2007) Directed all field and office operations for 6 custom homes over 3,000 S.F. valued at more than $600,000 each; compiled project estimates and related budgets for a planned 2 acre development totaling $3,000,000, initiated subcontracts and purchase orders, and managed all subcontractors and suppliers throughout the duration of construction. Hawkins Construction, Inc. Project Engineer (June 2004 - Aug. 2005) Assisted in both project management and field supervision of a $10,000,000 Sanctuary / Lobby Expansion and a $5,000,000 Tenant Build-Out; responsible for correspondence with architects and owners, tracking and reviewing subcontractor’s shop drawings and submittals, and managing / coordinating subcontracting trades and suppliers. Estimator (Dec. 2002 - June 2004) Generated competitive bids and awarded over $5,000,000 in projects; prepared budgets and associated bid packages, and researched applicable value engineering with owners and developers. CERTIFICATIONS Certified General Contractor CGC 1517981 (Certification: October 29, 2009) 40-Hour HAZWOPER Certification (Certification: December 10, 2009) 30-Hour OSHA Training Construction Safety and Health (Certification: July 12, 2002) EDUCATION University of North Florida (Date of Graduation: Dec. 2002) Bachelor of Science, Construction Management Sigma Lambda Chi - Vice President - The International Honor Society of Construction PROFESSIONAL REFERENCES Available upon request RANDY W. HART 1314 Oxbridge Drive Lutz, Florida 33549 (813) 948-8973 RandyWHart@Verizon.net Work History / Key Projects: 11/06 – Present General Manager RWH Construction Services Company, Tampa, Florida Senior estimator and Project Manager pricing and building MSE retaining walls throughout Florida. Consultant providing estimating and scheduling services throughout the United States 10/05 – 10-06 Construction Manager Flatiron Constructors, Tampa, Florida Tampa Airport Interchanges Project. Contract Value: $204 million Managed all field operations. This project includes 23 major bridges, 3 box culverts a seawall, 1.8 million cubic meters of fill and associated roadway and paving work. Construction sequencing includes 31 separate traffic control phases to maintain all current lanes of traffic during construction. Duties included development of the overall project schedule and supervision and management of self perform and subcontract work throughout the project. 11/04 - 6/05 Senior Estimator PCL Civil Southeast, Tampa, Florida Senior Estimator preparing estimates for projects in the bidding stages 1/03 - 10/04 Project Manager PCL Civil Southeast, Tampa, Florida Leroy Selmon Crosstown Expressway Reversible Lanes. Contract Value: $200 million Project Manager for superstructure and bridge erection. The project consists of three precast segmental bridge structures ranging from 47' to 59' in width and totaling more than 5 miles in length, as well as 6 AASHTO girder bridges and associated roadway work. Duties included management of straddle bent form and erection system design, followed by overall management of 8 crews working 24 hours per day on 2 erection and 1 straddle bent headings. The bridge erection system consisted of 2 self launching girders with removable noses and tails and a combination chain drive and hydraulic segment leveling system on 70 ton self adjusting pier brackets. 2/02 - 12/02 Project Manager and Senior Estimator, Multiple Projects PCL Civil Southwest, Tempe, Arizona Pima Freeway/Price Freeway 101 Noise Abatement. Contract Value: $5 million This project consisted of fluted cast-in-place concrete sound walls at seven different locations on two Phoenix area freeways. Project also included AR-ACFC overlay and other incidental work. Duties included preparation of the estimate, scheduling, form design and management of staff and subcontractors, while preparing estimates for other projects. 12/00 - 1/02 Project Manager PCL Civil Southwest, Tempe, Arizona Southern Avenue Sanitary Sewer, Force Mains and Lift Station #43. Contract Value: $19 million This project was located near the Salt River in south Phoenix and was actually four combined projects, including 3 miles of 36" gravity sewer line varying in depth between 25 and 35 ft., 2 miles of 12" water line, a three million gallons per day (expandable to 25 million gallon) lift station, and 2.5 miles of quadruple force main with three 24" and one 12" line. The force main included a technically difficult 70' deep river crossing and several large concrete vault structures. Duties included management, scheduling and general supervision of all four projects. 10/97 - 11/00 Project Manager and Senior Estimator, Multiple Projects PCL Civil Southwest, Tempe, Arizona Carrizo/Whiteriver/Hon Dah Highway. Contract Value: $6 million This project was located in the White Mountains of northeastern Arizona within the Fort Apache Indian Reservation and consisted of widening the highway to provide five continuous lanes with shoulders. Key elements of the project included retaining walls, waterlines and drainage. Querino Wash Interstate Highway & Bridge Replacement. Contract Value: $4 million This project was located on Interstate 40 near Gallup NM within the Navajo Indian reservation and consisted of construction of a new AASHTO girder bridge and bridge demolition. Work included roadway and rock excavation, 120" diameter drilled shafts, structural concrete for bridge construction and demolition of existing steel girder bridge. Phoenix-Goodyear Airport T-Hangars and Infrastructure. Contract Value: $7 million This project was located in the City of Goodyear near Phoenix and consisted of six hangar buildings with a total of 78 T-hangars, fully enclosed, including restrooms and two canopies covering 20 tie-down spaces. The project also included embankment for paved apron taxi lanes, storm water drainage piping, trench drains, sanitary sewer and water lines. 2/96 - 9/97 Project Manager PCL Civil Southwest, Tempe, Arizona Agua Fria River Siphon Replacement and Centennial Wash Siphon Repair. Contract Value: $29 million The Agua Fria siphon replacement was located approximately 28 miles northwest of Phoenix, and consisted of construction of 2 miles of 252" diameter pipe, and the removal of approximately 640 LF of existing siphon pipe. The Centennial Wash Siphon repair was located 70 miles west of Phoenix in La Paz County, AZ, and consisted of construction of approximately 900 LF of 240" diameter steel liner installed in existing prestressed concrete siphon pipe. Duties included management of both projects which were built concurrently. 4/95 - 2/96 Project Engineer PCL Civil Southwest, Tempe, AZ North Metro Interceptor, Phase I. Contract Value: 25 million This project was located in San Diego, CA and consisted of construction of a new sewer interceptor pipeline requiring furnishing and installation of approximately 2 miles of 108" PVC lined reinforced concrete pipe, including manholes, four junction structures, four transition structures, and one conflict structure. The project also included 3000 LF of bored and jacked 108" pipe, streambed protection, live connections to existing pipelines, traffic control and treatment and disposal of large quantities of water and soil contaminated with hazardous waste. Duties included quantity takeoffs, scheduling, quality control, management of hazardous waste and client liaison. 4/93 - 3/95 Project Engineer PCL Civil Southwest, Tempe, Arizona Salt River Siphon Replacement Project. Contract Value: $29 million This project was located near Phoenix, AZ and consisted of 2 miles of 252" diameter welded steel pipe. Duties included quantity takeoffs, scheduling, quality control, management and supervision of pipe coating operations, and client liaison. 12/91 - 4/93 Project Engineer PCL Civil Southwest, Tempe, Arizona San Diego Water Authority Pipeline 4 Extension, San Diego, CA. Contract Value: $43 million This project included five ½ miles of 96" and 108" welded steel water pipe including numerous structures, relocation of conflicting utilities and street improvements. 6/88 -11/91 Project Engineer and Project Manager JWJ Contracting, Tempe, Arizona Queen Creek Road Traffic interchange at Interstate 10, Phoenix, AZ. Contract Value: $4 million NW Outer loop, Bell Rd. - 75th Ave., Phoenix, AZ. Contract Value: $23 million NW Outer loop, Peoria Ave. - 75th Ave., Phoenix, AZ. Contract Value: $32 million 4/87 - 5/88 Estimator Schuck and Sons Construction 7/85 - 9/86 Superintendent Alps Building Contractors 3CCONSTRUCTIONCORP. 3601NW55Street,Suite201 Miami,Florida33142-2701 (305)638-5511 Fax:(305)638-5514 www.3cconstructioncorp.com CONSTRUCTION CORP. _________________________________________________________________________________________________ PersonnelCVSheet Employee:HumbertoF.Casariego,BSCE Position:President-DirectorofOperations Contact:Office(305)638-5511 Mobile(305)970-8071 3601NW55Street Miami,Florida33142-2701 hfc@3cconstructioncorp.com YearsTenure:24 Education:HighSchool-BelenJesuitPrep.,Miami,1980 Undergraduate-TulaneUniversity,NewOrleans,1984,BSCE License-StateofFloridaGC WorkExperience-SimilarProjects(partial): SFWMDSTA1WAccessBridge SFWMDPS-5ATrashRakeBridge SFWMDS-650PumpStationServiceBridge USACES-83AControlStructureServiceBridge USACES-84AControlStructureServiceBridge I-595ExpressLanesBridgeAbutments SR-90(FloridaTurnpike)SunpassOverpassatBeeLineHighway KeyWestNavalAirStation,TrumanAnnexPedestrianBridge 3CCONSTRUCTIONCORP. 3601NW55Street,Suite201 Miami,Florida33142-2701 (305)638-5511 Fax:(305)638-5514 www.3cconstructioncorp.com CONSTRUCTION CORP. _________________________________________________________________________________________________ PersonnelCVSheet Employee:JaimeA.Murillo Position:Supervisor Contact:Office(305)638-5511 Mobile(305)345-0477 3601NW55Street Miami,Florida33142-2701 payroll@3cconstructioncorp.com YearsTenure:21 Education:HighSchool-IntitutoPrimarioSagrado,Managua,1985 Undergraduate-PolytecnicodeManagua,Managua,1987 WorkExperience-SimilarProjects(partial): SFWMDSTA1WAccessBridge SFWMDPS-5ATrashRakeBridge SFWMDS-650PumpStationServiceBridge USACES-83AControlStructureServiceBridge USACES-84AControlStructureServiceBridge I-595ExpressLanesBridgeAbutments SR-90(FloridaTurnpike)SunpassOverpassatBeeLineHighway KeyWestNavalAirStation,TrumanAnnexPedestrianBridge SFWMDDeeringFlowWayPumpStationServiceBridge Miami-Dade Branch 6600 NW 32 Ave Miami, FL 33147 Ph: (305) 696-7902 Fax: (305) 696-7903 e-mail: cg@jvaengineering.com Cesar Gonzalez Experience 2009-Present JVA Engineering Contractor, Inc. Project Manager 2013 City of Miami- Citywide Sewer Repair Contract, M-0083 Installation and Repair of the Storm Sewer system at locations citywide 2013 City of Miami- Miami River Greenway NW 5th Bridge Extension Furnishing all materials, labor, and equipment, necessary for road improvements, drainage system installations, milling and resurfacing, new sidewalks replacement, striping, signs, landscaping, hardscape, decorative street and pedestrian lighting, and ADA compliant ramps 2012 City of Opa-Locka- 143rd Street Distribution Piping Project, Roadway Reconstruction 2012 City of Hollywood- Distribution Piping Upgrade for Existing Condition N 56th Ave from Douglas Street to Stirling Road to N 58th Avenue , Furnish and Install 8-inch D.I. Pipe and all D.I. Fittings 2012 Miami-Dade Water & Sewer Improvements-Furnish & Install 36-Inch D.I. Water Main in NW 87th Avenue, Approximately 1,905 LF of 36-Inch and 25 LF of 6-inch ductile iron pipe and fittings for a water main in NW 87th Avenue from NW 154 Street to NW 186 Street, Section 10, 15, and 16 2011 Miami-Dade Water & Sewer Improvements-Perrine/Cutler Ridge Water & Sewer Improvements Basin A P0067- 4,991 LF of Water Main Installation, 5,035 LF of Sanitary Sewer Installation and 848 LF of 12” Gravity Sewer Installation, Sewer Lateral Installations and Restoration 2011 Miami-Dade Aviation Department- MIA NW 67th Ave and NW 36th Street Intersection Improvements, Land Clearing, Excavation, Earthwork, Pre- Stressed Concrete Pipe Storm Sewer Distribution, Subgrade, Base and Asphalt Pavement 2011 City of Miami- Kinloch Storm Sewer and Road Construction Project, Storm Drainage Distribution, Asphalt Pavement, and Concrete Work 2010 Marlins Ballpark, Storm Water Distribution 2009 Miami-Dade Water & Sewer- 8” Water Main Extension, Excavation Water Main Distribution, Restoration including Asphalt Pavement, and Concrete work 2009 Miami-Dade County Water & Sewer Department, NAP Misc. 12” Sanitary Sewer and Force Main Improvements, sanitary sewer and force main replacements, asphalt restoration, concrete restoration. 2009 Miami-Dade County Water & Sewer Department, Pump Station No. 57 Upgrade Sewage Pump Station including place suitable backfill material; refurbish wet well; electrical work, concrete sidewalk; and restoration 2009 Miami-Dade County Water & Sewer Department, Pump Station No. 46 Upgrade Sewage Pump Station including place suitable backfill material; refurbish wet well; electrical work, concrete sidewalk; and restoration 2009 Port of Miami, Cruise Terminal D&E Runway Extension for PBB and Mooring Bollards Construction of reinforced concrete runway and wheel pad slabs; compression auger cast piles; mooring bollards foundation concrete caps; tension auger cast piles; procurement and installation of six mooring bollards and demolition of abandoned electrical bays 2009 Port of Miami, Fender/Curb/Pad Eye Plate Repairs And Installation- Gantry Area Installation of fenders, pad eyes, and curbs for seawall. System and Water Distribution CESAR R. GONZALEZ 7810 S.W. 131 Avenue Miami, Florida 33183 (305) 382-3920 ACADEMIC BACKGROUND Fall 1994 Bachelor of Science Degree in Civil Engineering, Florida International University in Miami, Florida. LICENSE STATE GENERAL CONTRACTOR LICENSE Issued: December15, 2001 EXPERIENCE Fifteen Years of Professional Experience in Civil and Environmental Engineering. April 2009 to Civil Engineer/Project Manager, JVA Engineering Contractor, Inc Present He directs the projects undertaken by JVA Engineering, oversees implementation of each project’s quality control and safety plan, and all aspects of implementation for projects with values ranging from $50,000 to $20,000,000. Sep. 2007 to General Contractor, Present Building new construction of single family homes, commercial and residential additions by own Contractor’s Company. August2004 to Senior Project Manager, City of Miami Department of Capital Sep. 2007 Improvements Advance professional and administrative work with management responsibilities, planning, directing, designing and coordinating the activities of project managers and the staff of C.I.P. to city wide engineering projects to ensure that goals or objectives are accomplishes within prescribed time frame and funding parameters. Supervision is exercised over project managers, engineers and construction professionals, and administrative or related staff. Oct. 2002 to Project Manager, City of Miami Department of Capital Improvements. August 2004 Planning, design, and construction of capital improvements projects involving storm sewers, storm water pump stations and drainage wells, road reconstruction and street resurfacing. Supervise the preparation of finished plans and specifications for CIP projects. Supervise and assist inspectors in overseeing construction work. Plan, assign, and supervise the work of an engineering team within the Civil Engineering Division of the Department of Capital Improvements Programs. Serve as a technical member of the Consultant selection Committee for the procurement of professional engineering services of CIP projects. June. 1996 to Civil Engineer I, City of Miami Department of Public Works. Oct. 2002 Senior Project Manager for a variety of complex public works projects under Civil/ Highways/ Environmental category from design to construction phase including preparation of bid specifications, field inspection, and complete coordination with utility companies and other public and private agencies. Experienced in water main design, sanitary sewer design, parking lot development including calculations and irrigation systems, and roadway and drainage improvements. Oversee Public Works Consultant projects using and implementing best management practices. Assigned to daily supervision of plans review under Building and Zoning Department and also Hearing Boards. Prepare and execute Covenants for non standard improvements in the public right of way in coordination with several City Departments. Nov. 1995 to Engineer Technician III, City of Miami Department of Public Works. June 1996 Assigned to perform line and grade inspections for P.W. under the Construction Division. Assists project manager in providing inspection services on complex project during construction and coordinating with the neighbors. April 1992 to Engineering Assistant, City of Miami Department of Public Works. Nov. 1995 Assisted Professional Engineers in editing designs in computer, locating underground details for engineering projects, and field inspections (Topography and Leveling). SKILLS Speak and write fluently in English and Spanish (native speaker). Proficient with ACAD 2000 , EXCEL, WORD and WINDOWS NT. Very familiar with the permitting process at MDWASD, DERM, Florida Department of Health, MIAMI- DADE Public Works. REFERENCES Available upon request. Miami-Dade Branch 6600 NW 32 Ave Miami, FL 33147 Ph: (305) 696-7902 Fax: (305) 696-7903 e-mail: jma@jvaengineering.com Jose Mario Alvarez Experience 2002-Current JVA Engineering Contractor, Inc. President 2012 City of Hollywood- Distribution Piping Upgrade for Existing Condition N 56th Ave from Douglas Street to Stirling Road to N 58th Avenue , Furnish and Install 8-inch D.I. Pipe and all D.I. Fittings 2012 Miami-Dade Water & Sewer Improvements-Furnish & Install 36-Inch D.I. Water Main in NW 87th Avenue, Approximately 1,905 LF of 36-Inch and 25 LF of 6-inch ductile iron pipe and fittings for a water main in NW 87th Avenue from NW 154 Street to NW 186 Street, Section 10, 15, and 16 2011 Miami-Dade Water & Sewer Improvements-Perrine/Cutler Ridge Water & Sewer Improvements Basin A P0067- 4,991 LF of Water Main Installation, 5,035 LF of Sanitary Sewer Installation and 848 LF of 12” Gravity Sewer Installation, Sewer Lateral Installations and Restoration 2011 Miami-Dade Aviation Department- MIA NW 67th Ave and NW 36th Street Intersection Improvements, Land Clearing, Excavation, Earthwork, Pre- Stressed Concrete Pipe Storm Sewer Distribution, Subgrade, Base and Asphalt Pavement 2011 City of Miami- Kinloch Storm Sewer and Road Construction Project, Storm Drainage Distribution, Asphalt Pavement, and Concrete Work 2010 Marlins Ballpark, Storm Water Distribution 2009 Miami-Dade Water & Sewer- 8” Water Main Extension, Excavation Water Main Distribution, Restoration including Asphalt Pavement, and Concrete work 2009 Miami-Dade County Water & Sewer Department, NAP Misc. 12” Sanitary Sewer and Force Main Improvements, sanitary sewer and force main replacements, asphalt restoration, concrete restoration. 2009 Miami-Dade County Water & Sewer Department, Pump Station No. 57 Upgrade Sewage Pump Station including place suitable backfill material; refurbish wet well; electrical work, concrete sidewalk; and restoration 2009 Miami-Dade County Water & Sewer Department, Pump Station No. 46 Upgrade Sewage Pump Station including place suitable backfill material; refurbish wet well; electrical work, concrete sidewalk; and restoration 2009 Port of Miami, Cruise Terminal D&E Runway Extension for PBB and Mooring Bollards Construction of reinforced concrete runway and wheel pad slabs; compression auger cast piles; mooring bollards foundation concrete caps; tension auger cast piles; procurement and installation of six mooring bollards and demolition of abandoned electrical bays 2009 Port of Miami, Fender/Curb/Pad Eye Plate Repairs And Installation- Gantry Area Installation of fenders, pad eyes, and curbs for seawall. 2008 Miami-Dade Public Works, Rdwy Widening of 97th Ave Clearing & Grubbing, Excavation, Limerock Base, Milling, Paving, Concrete Work, Fencing & Guardrails, Electrical Work, Roadway Widening Signage, Pavement Markings & Signage, and Construction of New Roads 2008 Alvarez Engineers, Waterstone Way Widening at SW 312 St Clearing & Grubbing, Excavation, Limerock Base, Milling, Drainage, Manhole Installations, Paving, Concrete Work, Fencing & Guardrails, Electrical Work, Roadway Widening Signage, Pavement Markings & Signage 2008 FDOT, SR 959 Rdwy Improvements Excavation, Drainage Limerock Base, Milling, Paving, Signage, Pavement Markings 2008 John Moriarty & Associates of Florida Icon Brickell Site Work, Storm Drainage System, Sanitary Sewer System and Water Distribution, Asphalt Pavement, Concrete Work, Pavement Markings & Signage 2008 Miami-Dade Water & Sewer Department, Nap Misc. 12” Sanitary Sewer and Force Main Project Installation of 12” DIP Sewage Force Main, 12” DIP Gravity Sewer, Manhole installation and Pavement Repairs 2008 Miami-Dade County Water & Sewer Department, Installation of 24” DI Water Main, Construction of 24” Iron Ductile Water Main sub aqueous crossing canal C103 2008 Village of Pinecrest, Public Works Complex Drainage and Asphalt Resurfacing, Drainage and Asphalt Resurfacing 2008 City of South Miami, City Hall Water Main Improvements, Installation of 12” Water Main along Sunset Dr. and Asphalt Restoration 2008 Miami-Dade County, WASD Roadway Rehabilitation, Street Asphalt Pavement Rehabilitation 2008 Coreland Construction Co, Opa-Locka Head Start Facility, Storm Drainage System, Sanitary Sewer System, Water Distribution, Aspha lt Pavement 2007 Miami-Dade County Park & Recreation Department, Biscayne Garden Park Improvements, Grading, Drainage, & Sidewalk 2007 KM Plaza, Town Center One at Dadeland, Site Work, Asphalt Paving, Concrete, Storm Drainage System, Sanitary Sewer System and Water Distribution 2007 Tri - C Construction Co, Inc. - CVS Pharmacy #6732 87 & Flagler Site Work, Asphalt Paving, Concrete, Storm Drainage System, Sanitary Sewer System and Water Distribution 2007 Robertson Properties Group – Nationwide Theaters, W. Flagler St Site Work, Asphalt Paving, Concrete, Storm Drainage System, Sanitary Sewer System and Water Distribution 2007 City of Sweetwater – Various Street Improvements Storm Drainage System, Sidewalks & Asphalt Paving 2006 John Moriarty & Associates of Florida, Inc. – Trump Tower II Site Work, Storm Drainage System, Sanitary Sewer System and Water Distribution 2006 John Moriarty & Associates of Florida, Inc. – Trump Tower III Site Work, Storm Drainage System, Sanitary Sewer System and Water Distribution 2005 Tri - C Construction Co, Inc. - CVS Pharmacy #5897 37th & 199th Site Work, Asphalt Paving, Concrete, Storm Drainage System, Sanitary Sewer System and Water Distribution 2005 Tri - C Construction Co, Inc. - CVS Pharmacy #7131 Kendall & 127th Site Work, Asphalt Paving, Concrete, Storm Drainage System, Sanitary Sewer System and Water Distribution Certifications 2009-2012 Army Corp of Engineers- Quality Control Manager 2010 OSHA 30-Hour State of Florida Certified General Contractor #CGC1516849 Certified Underground Utility Contractor #CUC1224696 Broward License Primary Pipelines License # 07-1A14144-X Major Roads License # 07-3A-14148-X Miami Dade County License Engineering Contractor License # E221300 Education 2002–Current Miami Dade Community College Miami, Fl Associate in Arts 1999-2002 South West High School Diploma Miami, Fl High School Diploma Incorporated 1930 SCHEDULE / METHODOLOGY SUITABILITY: SEE THE FOLLOWING ATTACHMENT PROJECT ORGANIZATION: 1. Preconstruction 1.1. Contract Execution, Pick up permits, preconstruction meeting with owner. 1.2. Perform all preconstruction utility locates, permit notifications and jobsite posting. 1.3. Perform necessary exploratory test pitting for conflicting utilities and drainable. 1.4. Project Submittals, to include, installation methodology and procedures, concrete mix designs, curing procedure, MOT Plan, Environmental and Safety Plans, rebar shop drawings, precast shop drawings, Storm Water Prevention Plan, Baseline construction schedule, material submittals, turbidity control plan, design submittal for crane trestle, MSE Wall facing and design, etc. 1.5. Preconstruction survey of existing structures and buildings. 1.6. Install vibration monitoring stations adjacent to existing structures. 1.7. Construction Fencing, Signs and Jobsite Trailers 1.8. Preconstruction Survey and Stakeout. 1.9. Install all temporary fencing adjacent to the temporary construction easement and silt fencing. 1.10. Pre ground improvement soil analysis and proposed final ground improvement technique and scope. 2. Mobilization & Site Work 2.1. Implement Storm Water Pollution Plan 2.2. Implement Environmental Safety Plan 2.3. Implement Marine and Roadway MOT plan 2.4. Notify Boaters of the beginning of construction; which will partially block the canal. 2.5. Deliver equipment and stage materials to south end bent Crane and drilled shaft equipment is first. 2.6. Install all required turbidity curtain. 2.7. Demo and remove all conflicting abandoned pipes and utilities. Included is the removal of the 14” HDPE and Yard Drain Page 2 2.8. Saw cut, mill and Remove existing asphalt as shown the demolition plan in order to install all required drainage, curbs and inlets. 2.9. Utilize an Excavator and crane and perform demolition and disposal of all required, roadway, curbing, asphalt, signs, seawalls, concrete, etc. 2.10. Removal and stockpile all interfering pavers and signage 2.11. Remove and stockpile existing parking meters and signs 2.12. Removal of all pavement markings with Sand and Water Blasting 2.13. Perform clearing and grubbing 2.14. Mobilize the soil improvement subcontractor immediately following demolition. 2.15. Perform all necessary soil improvement in accordance with the soil improvement contractors design specifications; as approved by the engineer, based on final geotechnical conditions. It is expected that either soil mixing or chemical grouting will be used to improve the soils; however, the subcontractor shall be prepared for either based on the performance of the initial system chosen (in the event that chemical grouting does not adequately improve the soils, the contractor will be prepared to change to soil mixing). 2.16. Bridge construction will begin once soil improvement is complete and approved. 2.17. Excavate saw cut and remove approximately 38 LF of existing concrete seawall at End Bent #1 to allow for bridge construction. Protect seawall to remain in place during construction, take care not to disturb the tie rods that must remain in place. 3. Foundation 3.1. Install approximately 96 LF of pile supported temporary crane trestle along centerline of the bridge to Bent No. 3 3.2. Utilize the Crane and Drilled shaft Rig to install a demonstration shaft at a sacrificial location. Demonstration shaft shall be cut off to a minimum of 2 ft below finish grade. Demonstration shaft shall be installed utilizing same equipment and procedure as the production drilled shafts (as outlined below) 3.3. Working off the trestle; utilize the lattice boom crawler crane and vibratory hammer to install to install the temporary pile supported falsework for drilled shaft installation. 3.4. Working off the trestle; utilize the lattice boom crawler crane and vibratory hammer to install to install the 4 ea. 42” I.D. steel casing, casing shall be driven until it seats into competent material. Cut the Drilled shaft casing off to the top of drilled shaft elevation. 3.5. After casing is installed, the Bauer BG25 Drilled shaft rig, will walk onto the trestle and drill and clean out each drilled shaft. Spoils shall be loaded into sealed storage boxes for dewatering then loaded onto dump trucks for disposal after drying. The Drilled shaft rig will walk off of the trestle after the four shafts are complete. Ebsary’s drilled shaft equipment shall be equipped to drill and clean out the 42” drilled shaft, at a minimum of elevation of -83 NGVD. Ebsary shall be prepared to drill deeper in the event that issues are encountered during installation. 3.6. Baffle boxes and settling tanks shall be set within reach of the 3” trash pump that will be used to pump the water during concrete placement. Page 3 3.7. Utilize the Lattice Boom Crawler Crane to set the reinforcing cages with the Cross-hole Sonic Logging Tubes tied into the cages. Utilize a template on the top of the casing to hold the cage in place. 3.8. Use a 32 meter concrete pump to place the concrete in each drilled shaft. Concrete placement to be in accordance with the FDOT Standard Specifications for Roadway and Bridge Design. Concrete to displace the water inside of the excavated shaft maintaining a minimum of 5ft of positive head pressure. Concrete to be placed until the exposed top of shaft concrete is sound concrete. 3.9. During Concrete Placement, the 3” pump will pump the displaced water out of the shaft into the settling tank and baffle box prior to discharge back into the canal. Turbidity curtains shall be maintained abound the shafts during placement and around the discharge location at all times. 3.10. Once the concrete is cured, Utilize the independent testing lab to perform cross-hole sonic logging testing. Upon approval and acceptance, utilize a 3” grout pump and tremie pipe to fill the CSL tubes. 3.11. After drilled shaft approval, utilized divers and underwater sub-arc torch to cut the drilled shaft casing off to a maximum of 2 ft below the mudline. 3.12. Utilize the Lattice Boom Crawler Crane to remove the northern approximately 50ft section of the trestle and repeat the drilled shaft steps for Bent #2 Drilled Shafts. 3.13. Trestle installation shall be designed such that final section of trestle may be installed when during the installation of End Bent #1 drilled shafts. Immediately following bent #2 drilled shaft installation; install the End Bent #1 Drilled Shafts in the same manner and the previous two bents. 3.14. After End Bent Drilled shafts are installed, mobilize the drilled shaft rig to the north side end bent and mobilize a second lattice boom crawler crane. The existing crane will remain on the south side of the bridge to complete bridge construction. 3.15. Install approximately 95 LF of trestle from End bent #6 to Bent #4 3.16. Install Bent #4 drilled shafts in the same manner as Bent #3 3.17. Remove approximately 55 LF of trestle when the construction sequence below permits 3.18. Install Bent #5 drilled shafts in the same manner at Bent #2 3.19. Walk off trestle and install End Bent #6 drilled shafts in the same manner as End Bent #1. 4. Substructure & I-Beams 4.1. Immediately following approval and casing removal for Bent No. 3 Drilled shafts, form and place the cast in place concrete pile cap and beam seats. The drilled shaft temporary falsework shall be used to support the formwork during placement. 4.2. Immediately following approval and casing removal for Bent No. 2 Drilled shafts, form and place the cast in place concrete pile cap and beam seats. The drilled shaft temporary falsework shall be used to support the formwork during placement 4.3. Removal of falsework after the cast in place concrete caps have achieved 28-day strength 4.4. Utilize the southernmost trestle section to walk the lattice boom crawler crane out close Page 4 enough to set the precast concrete 36” I-Beams and Rectangular Haunched Beams. 4.5. All 36’ Precast Concrete I-beams to be fabricated in accordance with FDOT Standard Specifications for Road and Bridge Design and Index 20510, cast with galvanized metal inserts and embedded bearing plates and shall be set on Type “D” Composite Elastomeric Bearing Pads. 4.6. All Rectangular Haunched Precast Concrete Beams to be fabricated in accordance with FDOT Standard Specifications for Road and Bridge Design and Index , cast with galvanized metal inserts and embedded bearing plates and shall be set on Type “D” Composite Elastomeric Bearing Pads. 4.7. Remove the final section of southern side trestle after the 36” I-beams and Rectangular Haunched Beams between bents 3 and 2 are set and temporarily braced. 4.8. Immediately following approval and casing removal for Bent No. 4 Drilled shafts, form and place the cast in place concrete pile cap and beam seats. The drilled shaft temporary falsework shall be used to support the formwork during placement. 4.9. Remove bent 4 falsework after the cast in place concrete cap have achieved 28-day strength 4.10. Utilize the trestle on the North side of the bridge to set the 36” I-beams between bents 3 and 4. 4.11. Remove trestle between bents 4 and 5 after 36” I-beams between bents 3 and 4 are set and temporarily braced. 4.12. Immediately following approval and casing removal for Bent No. 5 Drilled shafts, form and place the cast in place concrete pile cap and beam seats. The drilled shaft temporary falsework shall be used to support the formwork during placement 4.13. Removal of falsework after the cast in place concrete caps have achieved 28-day strength 4.14. Utilize the trestle section between End Bent #6 and Bent #5 to walk the lattice boom crawler crane out close enough to set the precast concrete 36” I-Beams and Rectangular Haunched Beams. 4.15. Remove the final sections of Northern side trestle after the 36” I-beams and Rectangular Haunched Beams between bents 4 and 5 are set and temporarily braced. 5. End Bents and Retaining Walls 5.1. After End Bent Drilled shafts are complete and trestle is removed, prior to installation of the 36” I-beams and Rectangular Haunched Beams at each end bent. 5.2. Perform slope grading, removal and install the articulated block mat 5.3. After soil improvement and owner/engineer approval, Furnish and install the Install the MSE Wall leveling pad footers and install the approved MSE panels for walls MSEW-1A, 1C, 2A, 2B, and 2C. The proprietary MSE wall system shall be either Reinforced Earth or Tensar and shall be installed in accordance with FDOT Standard Specifications for Road and Bridge Construction and in accordance with Index No. 5300. A total of 1,887 SF of MSE wall shall be installed. 5.4. After backfill to bottom of end bent pile cap, form and place cast in place end bent Page 5 concrete cap and the required beam seats and end walls. 5.5. After the concrete end bent cap has achieved 28 day strength and the MSE Wall has been set under the bridge centerline, use the lattice boom crawler crane to set and temporarily brace the 36” I-Beams and Rectangular Haunched Beams between End Bent 1 and Bent 2 and End Bent 6 and Bent 5. 5.6. Once Bridge Concrete is complete and the MSE retaining wall is backfilled and appropriately compacted to bottom of approach slab elevation, form and place the 1ft thick approach slabs at each end of the bridge. Approach slabs shall be doweled into the backwall and poured with the MSE wall coping. The approach slab shall have a step to incorporate the 1¾” asphalt overlay and shall have a transverse broom finish on exposed surfaces. Utilize Expanded Polystyrene cover over MSE wall at the Coping. 5.7. Install CIP concrete gutter between MSE coping and end bent cap. 5.8. Extend the 32” traffic railing, in accordance with the superstructure concrete after approach slab and coping installation. 5.9. Place 1¾” Asphalt overlay in a single lift over approach slab 6. Superstructure 6.1. After the 36” I-Beams and Rectangular Haunched Beams are set on each span, cast in place concrete crews will continue work, concurrently with the additional bridge work, to form and place the auxiliary cast in place concrete which includes bracing, safety sleeves, intermediate diaphragms, cheek walls, expansion dams, premoulded expansion materials, roofing paper, end diaphragms, sidewalls and end bent backwalls. 6.2. Upon completion of each spans of auxiliary concrete, install the galvanized steel stay in place deck forms. Beam Camber shall be monitored throughout the construction process and shall be measured and compared to theoretical @ 120 days. All measurements shall be compared to the predicted and beam build ups shall be incorporated, prior to stay in place form installation, at the direction of the engineer. 6.3. Install overhang brackets for the deck pour outside of the outer and Rectangular Haunched Beams. Install with overhangs large enough to install handrails and work platform outside of bridge area. Overhang formwork will incorporate continuous v-groove on the bottom of the overhang. 6.4. Install end forms for each span with screed rails mounted to the tops of the forms 6.5. Install deck reinforcing, expansion dams, bulkheads and 2” electrical conduit and required junction boxes 6.6. Place cast in place concrete utilizing a 32 meter concrete pump and place the concrete from the center of the span outward towards each bent. Grade will be checked after initial placement to ensure the concrete final elevation takes into account for beam deflection. Deck pour shall incorporate a 2% crown. 6.7. Finish deck concrete with Bidwell Screed and Floats. 6.8. After placing, curing and stripping the deck, form and place the light pole pilasters in accordance with index 21200. Forming and placing shall incorporate the tie in to the 2” Page 6 conduits in the deck pour and shall incorporate the 4 ea. 1” anchor bolts and anchor plate. The anchor bolts shall be held in place with an anchor bolt template until the concrete is placed and cured. 6.9. After Deck initial Curing, form and place the 32” cast in place traffic railing. Forming shall incorporate the installation of the double 4” FPL conduits. All forming and placement will be in accordance with FDOT Standard Specifications for Road and Bridge construction and Index No. 423. Slip Forming is not expected to be used for traffic railing due to the limited quantity on this project and interference at the light pole pilasters. 6.10. After placing, curing and stripping the 32” traffic railing, install the Bicycle Railing and the 1½” ADA Grab handrail. All manufacture and installation will be in accordance with FDOT Standard Specifications for Road and Bridge construction and Index No. 423 and 822. 6.11. Apply Class 5 Coating on all exposed concrete, with the exception of the bridge floor 6.12. Provide Class 4 Bridge Floor Grooving, in accordance with Section 400-15.2.5 of the FDOT Standard Specifications for Road and Bridge Construction 7. Roadway, Utilities and Restoration 7.1. Removal of existing to bottom of subgrade at each end bent 7.2. For Roadway section up to each approach slab, install Tensar BX1200 Geogrid and Install and Compact 24” of embankment; Install Tensar BX1100 Geogrid and Install and Compact 12” Stabilized Subgrade; compaction to 98% max density per AASHTO T-180; Install and compact 4” Limerock Sub Base; compaction to 98% max density per AASHTO T-180; Install and compact 5” ABC-3, compacted in two lifts with tack coat between lifts and Install 2½” Asphaltic Concrete in two lifts. 7.3. For the Paver Brick Sidewalk, excavate to bottom of sub grade as necessary, install 12” compacted subgrade grade, 8” compacted Lime Rock Base Course, maximum 1” sand and place brick pavers to match existing. Pavers to be installed with a cast in place header curb that matches the existing. 7.4. Match and restore existing sidewalks with a minimum of 12” of compacted subgrade. 7.5. Re-rod all disturbed areas with St. Augustine Grass. 7.6. Install 3 ea. precast concrete light pole bases outside of bridge 7.7. Install all water control structures, storm drains, catch basins, inlets, exfiltration trench, yard drains, pipe, tie-ins, concrete aprons, frame and grates, etc. 7.8. Core drill and tie into existing storm manhole 7.9. Install Type “F” Curb and Gutters 7.10. Install FDOT concrete Barrier Walls past the MSE walls awith FDOT index 430 crash cushions 7.11. Replace existing herringbone brick paver crsss walks 7.12. Install type “D” curbs 7.13. Install 9 ea. the Single Arm Light Poles, in accordance with the design specifications. Includes all necessary grounding, conduit, pull boxes, mounting bases, banner arms, etc. Page 7 7.14. Install collapsible bollards 7.15. Perform asphalt repairs over top of new drainage. 7.16. Install all necessary signage in accordance with the pavement marking and signing plan 7.17. Install FDOT index 802 fencing around end bent to close off area under bridge 7.18. Provide all necessary as-built drawings 7.19. Punch List 7.20. Site Restoration, removal of temporary fencing, silt fence, turbidity barrier, inlet protection, etc. 7.21. Closeout TIMELINE: SEE THE ATTACHED PRELIMINARY CPM SCHEDULE SU I T A B I L I T Y O F M E T H O D O L G I E S DR I L L E D S H A F T I N S T A L L A T I O N Dr i l l e d S h a f t s a r e t o b e i n s t a l l e d u t i l i z i n g L a t t i c e B o o m C r a w l e r C r a n e a n d a n d A P E 3 0 0 H y d r a u l i c V i b r a tory Hammer to in s t a l l C a s i n g , B a u e r B G 2 5 D r i l l e d S h a f t R i g t o d r il l a n d c l e a n o u t t h e d r i l l e d s h a f t s , T h e c r a n e t o se t t h e r e i n f o r c i n g c a g e , an d c o n c r e t e p u m p t o p l a c e t h e c o n c r e t e . 66 ” x 7 7 f t D r i l l e d S h a f t s a t P o r t E v e r g l a d e s w i t h Si m i l a r E q u i p m e n t a n d P r o c e d u r e 66 ” x 7 7 f t D r i l l e d S h a f t s a t P o r t E v e r g l a d e s w i t h Si m i l a r E q u i p m e n t a n d P r o c e d u r e SU I T A B I L I T Y O F M E T H O D O L G I E S DR I L L E D S H A F T I N S T A L L A T I O N Dr i l l e d S h a f t s a r e t o b e i n s t a l l e d u t i l i z i n g L a t t i c e B o o m C r a w l e r C r a n e a n d a n d A P E 3 0 0 H y d r a u l i c V i b r a tory Hammer to in s t a l l C a s i n g , B a u e r B G 2 5 D r i l l e d S h a f t R i g t o d r il l a n d c l e a n o u t t h e d r i l l e d s h a f t s , T h e c r a n e t o se t t h e r e i n f o r c i n g c a g e , an d c o n c r e t e p u m p t o p l a c e t h e c o n c r e t e . 36 ” x 8 2 f t D r i l l e d S h a f t s a t P o r t M i a m i w i t h S i m i l a r Eq u i p m e n t a n d P r o c e d u r e 66 ” x 7 7 f t D r i l l e d S h a f t s a t P o r t E v e r g l a d e s w i t h Si m i l a r E q u i p m e n t a n d P r o c e d u r e SU I T A B I L I T Y O F M E T H O D O L G I E S CO N C R E T E P I L E C A P S Ca s t i n p l a c e c o n c r e t e p i l e c a p s w i l l b e f o r m e d a n d p l a c e d o n t o p o f s t e e l f a l s e w o r k a n d f o r m s . C o n c r ete will be placed ut i l i z i n g c o n c r e t e b u c k e t s a n d p u m p t r u c k s w h e n a p p ro p r i a t e . Co n c r e t e P i l e C a p F o r m w o r k o v e r W a t e r . Bu c k e t P l a c e m e n t Co n c r e t e P i l e C a p F o r m w o r k o v e r W a t e r . Bu c k e t P l a c e m e n t SU I T A B I L I T Y O F M E T H O D O L G I E S CO N C R E T E P I L E C A P S Ca s t i n p l a c e c o n c r e t e p i l e c a p s w i l l b e f o r m e d a n d p l a c e d o n t o p o f s t e e l f a l s e w o r k a n d f o r m s . C o n c r ete will be placed ut i l i z i n g c o n c r e t e b u c k e t s a n d p u m p t r u c k s w h e n a p p ro p r i a t e . Co n c r e t e P i l e C a p a f t e r s t r i p p i n g Co n c r e t e P i l e C a p F o r m w o r k o v e r W a t e r . SU I T A B I L I T Y O F M E T H O D O L G I E S EN D B E N T C A S T I N P L A C E C O N C R E T E Th e t w o b r i d g e e n d b e n t s w i l l b e e x c a v a t e d , f o r m e d an d p l a c e d o n g r a d e , a f t e r M S E w a l l i n s t a l l a t i o n . Formwork to be set di r e c t l y o n l y c o m p a c t e d g r a d e . Ca s t I n P l a c e C o n c r e t e E n d B e n t C a s t I n P l a c e C o n c r et e E n d B e n t SU I T A B I L I T Y O F M E T H O D O L G I E S PR E C A S T C O N C R E T E P L A C E M E N T Pr e c a s t a n d P r e s t r e s s e d C o n c r e t e B e a m s a r e t o b e s e t u t i l i z i n g t h e L S 2 3 8 C r a w l e r C r a n e i n t h e s i m i l a r m anner as shown on th e f o l l o w i n g p i c t u r e s . . Pr e c a s t C o n c r e t e C a p P l a c e m e n t w i t h LS 2 3 8 C r a w l e r C r a n e Pr e c a s t C o n c r e t e G i r d e r P l a c e m e n t w i t h LS 2 3 8 C r a w l e r C r a n e SU I T A B I L I T Y O F M E T H O D O L G I E S PR E C A S T C O N C R E T E P L A C E M E N T Pr e c a s t a n d P r e s t r e s s e d C o n c r e t e B e a m s a r e t o b e s e t u t i l i z i n g t h e L S 2 3 8 C r a w l e r C r a n e i n t h e s i m i l a r m anner as shown on th e f o l l o w i n g p i c t u r e s . . Pr e s t r e s s e d C o n c r e t e G i r d e r P l a c e m e n t P r e s t r e s s e d C o n cr e t e S l a b P l a c e m e n t SU I T A B I L I T Y O F M E T H O D O L G I E S PR E C A S T C O N C R E T E P L A C E M E N T Pr e c a s t a n d P r e s t r e s s e d C o n c r e t e B e a m s a r e t o b e s e t u t i l i z i n g t h e L S 2 3 8 C r a w l e r C r a n e i n t h e s i m i l a r m anner as shown on th e f o l l o w i n g p i c t u r e s . . Pr e c a s t / P r e s t r e s s e d G i r d e r E r e c t i o n SU I T A B I L I T Y O F M E T H O D O L G I E S CA S T I N P L A C E C O N C R E T E D E C K Ca s t i n p l a c e c o n c r e t e d e c k i n g t o b e p l a c e d u t i l i z i ng a c o n c r e t e p u m p a n d c o n c r e t e b u c k e t w h e r e n e c e s s ary and will be sc r e e d e d u t i l i z i n g a B i d w e l l s c r e e d . P r i o r t o c o n c r et e p l a c e m e n t e l e c t r i c a l c o n d u i t w i l l b e p l a c e d w i t h the reinforcing. Ca s t i n P l a c e C o n c r e t e D e c k i n g w i t h E l e c t r i c a l C o n d ui t I n s t a l l e d SU I T A B I L I T Y O F M E T H O D O L G I E S CA S T I N P L A C E C O N C R E T E D E C K Ca s t i n p l a c e c o n c r e t e d e c k i n g t o b e p l a c e d u t i l i z i ng a c o n c r e t e p u m p a n d c o n c r e t e b u c k e t w h e r e n e c e s s ary and will be sc r e e d e d u t i l i z i n g a B i d w e l l s c r e e d . P r i o r t o c o n c r et e p l a c e m e n t e l e c t r i c a l c o n d u i t w i l l b e p l a c e d w i t h the reinforcing. Ca s t i n P l a c e C o n c r e t e D e c k i n g f o r a B r i d g e w i t h B i dw e l l S c r e e d SU I T A B I L I T Y O F M E T H O D O L G I E S SE A W A L L D E M O L I T I O N Ex c a v a t i o n w i l l h a v e t o o c c u r b e h i n d t h e e x i s t i n g s ea w a l l t o f a c i l i t a t e s e a w a l l c a p d e m o l i t i o n . I n a l l s e c t i o n s a m i n i m u m o f 3f t d e e p w i l l h a v e t o b e e x c a v a t e d b e h i n d t h e w a l l . A m i n i m u m o f 1 0 f t w i d e a r e a w i l l b e a f f e c t e d b y t he excavation. Ex c a v a t i o n B e h i n d E x i s t i n g Se a w a l l F o r D e m o l i t i o n Ex c a v a t i o n C o m p l e t e a n d Re a d y f o r D e m o l i t i o n SU I T A B I L I T Y O F M E T H O D O L G I E S SE A W A L L D E M O L I T I O N Se a w a l l d e m o l i t i o n t o i n c l u d e c o n c r e t e c a p r e m o v a l an d f u l l s e a w a l l r e m o v a l . S a w c u t a n d r e m o v a l t o b e used as much as po s s i b l e t o m i n i m i z e e n v i r o n m e n t a l e f f e c t s . S e e b e lo w f o r m e t h o d s o f c o m p l e t e r e m o v a l a n d c a p r e m o v a l . Co m p l e t e S e a w a l l D e m o l i t i o n Co n c r e t e C a p R e m o v a l Sa w c u t C o n c r e t e C a p SU I T A B I L I T Y O F M E T H O D O L G I E S SI T E W O R K Eb s a r y w i l l m a n a g e S u b c o n t r a c t o r s t o p e r f o r m t h e p r im a r y s i t e a n d C i v i l W o r k s . B e l o w a r e e x a m p l e p r o j ects Ebsary has co m p l e t e d b y m a n a g i n g s u b c o n t r a c t o r s i n s t a l l i n g t h e s a m e t y p e s o f s i t e a n d c i v i l w o r k s Po t a b l e W a t e r i n s t a l l a t i o n w i t h T r e n c h B o x E x f i l t r a t io n T r e n c h I n s t a l l a t i o n SU I T A B I L I T Y O F M E T H O D O L G I E S SI T E W O R K Eb s a r y w i l l m a n a g e S u b c o n t r a c t o r s t o p e r f o r m t h e p r im a r y s i t e a n d C i v i l W o r k s . B e l o w a r e e x a m p l e p r o j ects Ebsary has co m p l e t e d b y m a n a g i n g s u b c o n t r a c t o r s i n s t a l l i n g t h e s a m e t y p e s o f s i t e a n d c i v i l w o r k s RC P D r a i n a g e P i p e I n s t a l l a t i o n Dr a i n a g e a n d E x f i l t r a t i o n P i p e B a c k f i l l i n g SU I T A B I L I T Y O F M E T H O D O L G I E S SI T E W O R K Eb s a r y w i l l m a n a g e S u b c o n t r a c t o r s t o p e r f o r m t h e p r im a r y s i t e a n d C i v i l W o r k s . B e l o w a r e e x a m p l e p r o j ects Ebsary has co m p l e t e d b y m a n a g i n g s u b c o n t r a c t o r s i n s t a l l i n g t h e s a m e t y p e s o f s i t e a n d c i v i l w o r k s Ca t c h B a s i n g ( D r a i n a g e S t r u c t u r e ) I n s t a l l a t i o n Ca t c h B a s i n ( D r a i n a g e S t r u c t u r e ) I n s t a l l a t i o n SU I T A B I L I T Y O F M E T H O D O L G I E S SI T E W O R K Eb s a r y w i l l m a n a g e S u b c o n t r a c t o r s t o p e r f o r m t h e p r im a r y s i t e a n d C i v i l W o r k s . B e l o w a r e e x a m p l e p r o j ects Ebsary has co m p l e t e d b y m a n a g i n g s u b c o n t r a c t o r s i n s t a l l i n g t h e s a m e t y p e s o f s i t e a n d c i v i l w o r k s Li m e r o c k C o m p a c t e d B a s e TE N S A R G e o g r i d I n s t a l l a t i o n SU I T A B I L I T Y O F M E T H O D O L G I E S SI T E W O R K Eb s a r y w i l l m a n a g e S u b c o n t r a c t o r s t o p e r f o r m t h e p r im a r y s i t e a n d C i v i l W o r k s . B e l o w a r e e x a m p l e p r o j ects Ebsary has co m p l e t e d b y m a n a g i n g s u b c o n t r a c t o r s i n s t a l l i n g t h e s a m e t y p e s o f s i t e a n d c i v i l w o r k s As p h a l t P l a c e m e n t i n T w o L i f t s As p h a l t P l a c e m e n t i n T w o L i f t s SU I T A B I L I T Y O F M E T H O D O L G I E S SI T E W O R K Eb s a r y w i l l m a n a g e S u b c o n t r a c t o r s t o p e r f o r m t h e p r im a r y s i t e a n d C i v i l W o r k s . B e l o w a r e e x a m p l e p r o j ects Ebsary has co m p l e t e d b y m a n a g i n g s u b c o n t r a c t o r s i n s t a l l i n g t h e s a m e t y p e s o f s i t e a n d c i v i l w o r k s Te m p o r a r y S t r i p i n g Th e r m o p l a s t i c S t r i p i n g SU I T A B I L I T Y O F M E T H O D O L G I E S SO I L I M P R O V E M E N T Eb s a r y w i l l m a n a g e t h e s o i l i m p r o v e m e n t c o n t r a c t o r wh o w i l l p e r f o r m s o i l r e p l a c e m e n t , s o i l m i x i n g o r c hemical grouting in or d e r t o i m p r o v e t h e s o i l b e n e a t h t h e M S E W a l l s . T h e p r e f e r r e d m e t h o d o l o g y w i l l b e s o i l r e p l a c e m e n t w i th densification, wh i c h i s h o w w e i m p r o v e d i n t h e i n - s i t u s o i l s b e h i n d t h e b u l k h e a d a t A r e a 2 S e a w a l l . T h i s p r o c e d u r e , shown below, de n s i f i e d 4 0 f t o f e x i s t i n g m a t e r i a l w h i c h w a s d e n s i fi e d i n o r d e r t o a l l o w f o r c a r g o t r a f f i c a n d c r a n e s. So i l R e p l a c e m e n t Vi b r o P r o b e f o r d e n s i f i c a t i o n Ac t i v i t y I D De s c r i p t i o n Du r a t i o n Ea r l y St a r t Ea r l y F i n i s h To t a l Fl o a t Ph a s e AP R 20 1 5 MA Y 2016 JU N JU L AU G SE P OC T NO V DE C JA N FE B MA R APRMAYJUNJULAUGSEPOCTNOV Pr e c o n s t r u c t i o n 10 0 0 Co n t r a c t A w a r d 0 05 / 2 5 / 1 5 0 P R E 20 0 0 Pr e c o n s t r u c t i o n M e e t i n g 1 06 / 0 8 / 1 5 06 / 0 8 / 1 5 0 P R E 24 0 0 NT P 0 06 / 1 6 / 1 5 0 P R E 30 0 0 Su b m i t t a l P r e p a r a t i o n & A p p r o v a l 75 06 / 1 6 / 1 5 09 / 2 8 / 1 5 57 d P R E 70 0 0 Dr i l l e d S h a f t C a s i n g P r o c u r e m e n t 30 06 / 3 0 / 1 5 08 / 1 0 / 1 5 8d P R E 95 5 0 Co n c r e t e B e a m s P r o c u r e m e n t 60 07 / 1 6 / 1 5 10 / 0 7 / 1 5 57 d P R E Fo u n d a t i o n 40 0 0 Mo b i l i z a t i o n 3 06 / 1 8 / 1 5 06 / 2 2 / 1 5 0 F O U N 50 0 0 De m o l i t i o n ( A s p h a l t , S i d e w a l k , e t c . ) 10 06 / 1 8 / 1 5 07 / 0 1 / 1 5 61 d F O U N 13 2 0 0 MO T 3 06 / 2 3 / 1 5 06 / 2 5 / 1 5 0 F O U N 51 0 0 Cl e a r i n g a n d G r u b b i n g 6 06 / 2 6 / 1 5 07 / 0 3 / 1 5 0 F O U N 92 0 0 Se a w a l l D e m o l i t i o n 6 07 / 0 6 / 1 5 07 / 1 3 / 1 5 0 F O U N 90 0 0 So i l I m p r o v e m e n t ( S o u t h A p p r o a c h ) 30 07 / 1 4 / 1 5 08 / 2 4 / 1 5 0 F O U N 10 2 0 0 Tr e s t l e C o n s t r u c t i o n ( N o r t h ) 10 07 / 1 4 / 1 5 07 / 2 7 / 1 5 53 d F O U N 62 5 0 De m o n s t r a t i o n S h a f t 2 08 / 1 1 / 1 5 08 / 1 2 / 1 5 8d F O U N 91 0 0 So i l I m p r o v e m e n t ( N o r t h A p p r o a c h ) 30 08 / 2 5 / 1 5 10 / 0 5 / 1 5 60 d F O U N 10 1 0 0 Tr e s t l e C o n s t r u c t i o n ( S o u t h ) 10 08 / 2 5 / 1 5 09 / 0 7 / 1 5 0 F O U N 62 0 0 Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 3 ) 10 09 / 0 8 / 1 5 09 / 2 1 / 1 5 0 F O U N 60 0 0 Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 2 ) 10 09 / 2 2 / 1 5 10 / 0 5 / 1 5 0 F O U N 60 5 0 Dr i l l R i g M o b i l i z a t i o n 1 3 10 / 0 6 / 1 5 10 / 0 8 / 1 5 0 F O U N 63 0 0 Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 4 ) 10 10 / 0 9 / 1 5 10 / 2 2 / 1 5 0 F O U N 70 5 0 Dr i l l R i g M o b i l i z a t i o n 2 3 10 / 2 3 / 1 5 10 / 2 7 / 1 5 0 F O U N 61 0 0 Dr i l l e d S h a f t I n s t a l l a t i o n ( E n d B e n t 1 ) 10 10 / 2 8 / 1 5 11 / 1 0 / 1 5 0 F O U N 70 5 5 Dr i l l R i g M o b i l i z a t i o n 3 3 11 / 1 1 / 1 5 11 / 1 3 / 1 5 21 d F O U N 64 0 0 Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 5 ) 10 12 / 1 5 / 1 5 12 / 2 8 / 1 5 0 F O U N 65 0 0 Dr i l l e d S h a f t I n s t a l l a t i o n ( E n d B e n t 6 ) 10 12 / 2 9 / 1 5 01 / 1 1 / 1 6 0 F O U N Su b s t r u c t u r e 54 0 0 Co n c r e t e C a p ( B e n t 3 ) 10 09 / 2 9 / 1 5 10 / 1 2 / 1 5 54 d S U B 53 0 0 Co n c r e t e C a p s ( B e n t 2 ) 10 10 / 1 3 / 1 5 10 / 2 6 / 1 5 24 d S U B 55 0 0 Co n c r e t e C a p ( B e n t 4 ) 10 10 / 3 0 / 1 5 11 / 1 2 / 1 5 0 S U B 52 0 0 Co n c r e t e C a p s ( E n d B e n t 1 ) 10 11 / 1 8 / 1 5 12 / 0 1 / 1 5 0 S U B 56 0 0 Co n c r e t e C a p s ( B e n t 5 ) 10 01 / 0 5 / 1 6 01 / 1 8 / 1 6 8d S U B 57 0 0 Co n c r e t e C a p s ( E n d B e n t 6 ) 10 01 / 1 9 / 1 6 02 / 0 1 / 1 6 0 S U B Su p e r s t r u c t u r e 95 6 0 Be a m s P l a c e m e n t ( S p a n 2 ) 2 11 / 2 4 / 1 5 11 / 2 5 / 1 5 24 d S U P 95 6 5 Be a m P l a c e m e n t ( S p a n 3 ) 2 12 / 1 1 / 1 5 12 / 1 4 / 1 5 0 S U P 11 6 1 0 An c i l l a r y C o n c r e t e B e n t 3 ( D i a p h r a g m s , e t c ) 15 12 / 1 5 / 1 5 01 / 0 4 / 1 6 13 d S U P 95 5 5 Be a m s P l a c e m e n t ( S p a n 1 ) 2 12 / 3 0 / 1 5 12 / 3 1 / 1 5 0 S U P 96 0 0 An c i l l a r y C o n c r e t e B e n t 1 ( D i a p h r a g m s , e t c ) 15 01 / 0 1 / 1 6 01 / 2 1 / 1 6 24 d S U P 10 6 1 0 An c i l l a r r y C o n c r e t e B e n t 2 ( D i a p h r a g m s , e t c ) 15 01 / 0 1 / 1 6 01 / 2 1 / 1 6 0 S U P 71 0 0 Br i d g e D e c k S p a n 1 15 01 / 2 2 / 1 6 02 / 1 1 / 1 6 24 d S U P 12 1 0 0 Br i d g e D e c k S p a n 2 15 01 / 2 2 / 1 6 02 / 1 1 / 1 6 0 S U P 16 6 1 0 Ap p r o a c h S l a b ( S o u t h ) 15 01 / 2 2 / 1 6 02 / 1 1 / 1 6 49 d S U P 95 7 0 Be a m P l a c e m e n t ( S p a n 4 ) 2 02 / 1 6 / 1 6 02 / 1 7 / 1 6 8d S U P 12 6 1 0 An c i l l a r y C o n c r e t e B e n t 4 ( D i a p h r a g m s , e t c ) 15 02 / 1 8 / 1 6 03 / 0 9 / 1 6 10 d S U P Co n t r a c t A w a r d Pr e c o n s t r u c t i o n M e e t i n g NT P Su b m i t t a l P r e p a r a t i o n & A p p r o v a l Dr i l l e d S h a f t C a s i n g P r o c u r e m e n t Co n c r e t e B e a m s P r o c u r e m e n t Mo b i l i z a t i o n De m o l i t i o n ( A s p h a l t , S i d e w a l k , e t c . ) MO T Cl e a r i n g a n d G r u b b i n g Se a w a l l D e m o l i t i o n So i l I m p r o v e m e n t ( S o u t h A p p r o a c h ) Tr e s t l e C o n s t r u c t i o n ( N o r t h ) De m o n s t r a t i o n S h a f t So i l I m p r o v e m e n t ( N o r t h A p p r o a c h ) Tr e s t l e C o n s t r u c t i o n ( S o u t h ) Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 3 ) Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 2 ) Dr i l l R i g M o b i l i z a t i o n 1 Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 4 ) Dr i l l R i g M o b i l i z a t i o n 2 Dr i l l e d S h a f t I n s t a l l a t i o n ( E n d B e n t 1 ) Dr i l l R i g M o b i l i z a t i o n 3 Dr i l l e d S h a f t I n s t a l l a t i o n ( B e n t 5 ) Dr i l l e d S h a f t I n s t a l l a t i o n ( E n d B e n t 6 ) Co n c r e t e C a p ( B e n t 3 ) Co n c r e t e C a p s ( B e n t 2 ) Co n c r e t e C a p ( B e n t 4 ) Co n c r e t e C a p s ( E n d B e n t 1 ) Co n c r e t e C a p s ( B e n t 5 ) Co n c r e t e C a p s ( E n d B e n t 6 ) Be a m s P l a c e m e n t ( S p a n 2 ) Be a m P l a c e m e n t ( S p a n 3 ) An c i l l a r y C o n c r e t e B e n t 3 ( D i a p h r a g m s , e t c ) Be a m s P l a c e m e n t ( S p a n 1 ) An c i l l a r y C o n c r e t e B e n t 1 ( D i a p h r a g m s , e t c ) An c i l l a r r y C o n c r e t e B e n t 2 ( D i a p h r a g m s , e t c ) Br i d g e D e c k S p a n 1 Br i d g e D e c k S p a n 2 Ap p r o a c h S l a b ( S o u t h ) Be a m P l a c e m e n t ( S p a n 4 ) An c i l l a r y C o n c r e t e B e n t 4 ( D i a p h r a g m s , e t c ) St a r t d a t e 0 4 / 1 0 / 1 5 9 : 0 0 A M F i n i s h d a t e 0 7 / 1 5 / 1 6 4 : 5 9 P M Da t a d a t e 0 4 / 1 0 / 1 5 9 : 0 0 A M Ru n d a t e 0 4 / 1 7 / 1 5 9 : 0 0 A M Pa g e n u m b e r 1 A © P r i m a v e r a S y s t e m s , I n c . Eb s a r y F o u n d a t i o n C o m p a n y No r t h B a y R o a d B r i d g e Early bar Early bar Progress bar Critical bar Summary bar Progress point Critical point Summary point Start milestone point Finish milestone point Ac t i v i t y I D De s c r i p t i o n Du r a t i o n Ea r l y St a r t Ea r l y F i n i s h To t a l Fl o a t Ph a s e AP R 20 1 5 MA Y 2016 JU N JU L AU G SE P OC T NO V DE C JA N FE B MA R APRMAYJUNJULAUGSEPOCTNOV 95 7 5 Be a m s P l a c e m e n t ( S p a n 5 ) 2 03 / 0 1 / 1 6 03 / 0 2 / 1 6 0 S U P 96 1 0 Ba r r i e r W a l l s & L i g h t P e d e s t a l s ( E a s t ) 50 03 / 0 3 / 1 6 05 / 1 1 / 1 6 10 d S U P 13 6 1 0 An c i l l a r y C o n c r e t e B e n t 5 ( D i a p h r a g m s , e t c . ) 15 03 / 0 3 / 1 6 03 / 2 3 / 1 6 0 S U P 14 6 1 0 An c i l l a r y C o n c r e t e B e n t 6 ( D i a p g r a g m s , e t c . ) 15 03 / 0 3 / 1 6 03 / 2 3 / 1 6 10 d S U P 13 1 0 0 Br i d g e D e c k S p a n 3 15 03 / 1 0 / 1 6 03 / 3 0 / 1 6 10 d S U P 15 1 0 0 Br i d g e D e c k S p a n 4 15 03 / 2 4 / 1 6 04 / 1 3 / 1 6 0 S U P 16 1 0 0 Br i d g e D e c k S p a n 5 15 03 / 2 4 / 1 6 04 / 1 3 / 1 6 10 d S U P 17 6 1 0 Ap p r o a c h S l a b ( N o r t h ) 15 04 / 0 7 / 1 6 04 / 2 7 / 1 6 5d S U P 15 6 1 0 Ba r r i e r W a l l s a n d L i g h t P e d e s t a l s ( W e s t ) 30 04 / 1 4 / 1 6 05 / 2 5 / 1 6 0 S U P 96 2 0 Br i d g e D e c k G r o o v i n g 15 04 / 2 8 / 1 6 05 / 1 8 / 1 6 5d S U P 12 0 0 0 Al u m i n u m R a i l i n g & H a n d r a i l 8 05 / 2 6 / 1 6 06 / 0 6 / 1 6 0 S U P El e c t r i c a l 91 5 0 Re l o c a t e F P L T r a n s f o r m e r 5 07 / 0 7 / 1 5 07 / 1 3 / 1 5 0 E L E 81 5 0 In s t a l l L i g h t P o l e B a s e 15 10 / 0 6 / 1 5 10 / 2 6 / 1 5 14 0 d E L E 81 0 0 El e c t r i c a l W o r k 60 11 / 2 0 / 1 5 02 / 1 1 / 1 6 82 d E L E 95 0 0 In s t a l l L i g h t P o l e s 15 02 / 1 2 / 1 6 03 / 0 3 / 1 6 67 d E L E 82 0 0 El e c t i c a l W i r i n g 20 04 / 2 8 / 1 6 05 / 2 5 / 1 6 0 E L E Ci v i l 80 0 0 MS E W a l l ( S o u t h ) 30 12 / 1 1 / 1 5 01 / 2 1 / 1 6 15 d C I V I 10 0 0 0 12 " S u b g r a d e a n d G r a d e ( S o u t h ) 25 01 / 2 2 / 1 6 02 / 2 5 / 1 6 39 d C I V I 10 5 0 0 Dr a i n a g e S t r u c t u r e s P - 7 15 01 / 2 2 / 1 6 02 / 1 1 / 1 6 15 d C I V I 11 0 0 0 Ex f i l t r a t i o n T r e n c h 25 02 / 2 4 / 1 6 03 / 2 9 / 1 6 15 d C I V I 80 1 0 MS E W a l l ( N o r t h ) 25 03 / 0 3 / 1 6 04 / 0 6 / 1 6 0 C I V I 94 0 0 As p h a l t ( S o u t h ) 18 03 / 3 1 / 1 6 04 / 2 5 / 1 6 15 d C I V I 82 1 0 Co n c r e t e S i d e w a l k 15 04 / 0 7 / 1 6 04 / 2 7 / 1 6 0 C I V I 82 2 0 Br i c k P a v e r S i d e w a l k 15 04 / 0 7 / 1 6 04 / 2 7 / 1 6 0 C I V I 82 3 0 He r r i n g b o n e C r o s s w a l k 13 04 / 0 7 / 1 6 04 / 2 5 / 1 6 0 C I V I 10 1 2 0 12 " S u b g r a d e a n d g r a d e ( N o r t h ) 10 04 / 2 6 / 1 6 05 / 0 9 / 1 6 0 C I V I 94 2 0 As p h a l t ( N o r t h ) 5 05 / 1 0 / 1 6 05 / 1 6 / 1 6 0 C I V I 11 1 0 0 In s t a l l C o l l a p s i b l e B o l l a r d s 3 05 / 1 7 / 1 6 05 / 1 9 / 1 6 12 d C I V I 13 0 0 0 In s t a l l S o d 5 05 / 1 7 / 1 6 05 / 2 3 / 1 6 10 d C I V I 14 0 0 0 In s t a l l S i g n s 5 05 / 1 7 / 1 6 05 / 2 3 / 1 6 0 C I V I 14 0 5 0 St r i p i n g 6 05 / 1 7 / 1 6 05 / 2 4 / 1 6 9d C I V I 15 0 5 0 In s t a l l D e c o r a t i v e F e n c i n g 10 05 / 1 7 / 1 6 05 / 3 0 / 1 6 5d C I V I 14 1 0 0 In s t a l l t y p e B F e n c e 10 05 / 2 4 / 1 6 06 / 0 6 / 1 6 0 C I V I Cl o s e o u t 16 0 0 0 Su b s t a n t i a l C o m p l e t i o n 0 06 / 0 7 / 1 6 0 C L O S 16 0 3 0 Pu n c h l i s t 10 06 / 0 7 / 1 6 06 / 2 0 / 1 6 0 C L O S 16 0 5 0 De m o b i l i z a t i o n 4 06 / 2 1 / 1 6 06 / 2 4 / 1 6 0 C L O S 17 0 0 0 Pe r m i t / C o n t r a c t C l o s e o u t 15 06 / 2 7 / 1 6 07 / 1 5 / 1 6 0 C L O S 18 0 0 0 Pr o j e c t C o m p l e t i o n 0 07 / 1 5 / 1 6 0 C L O S Be a m s P l a c e m e n t ( S p a n 5 ) Barrier Walls & Light Pedestals (East)Ancillary Concrete Bent 5 (Diaphragms, etc.)Ancillary Concrete Bent 6 (Diapgragms, etc.)Bridge Deck Span 3 Bridge Deck Span 4 Bridge Deck Span 5 Approach Slab (North)Barrier Walls and Light Pedestals (West)Bridge Deck Grooving Aluminum Railing & Handrail Re l o c a t e F P L T r a n s f o r m e r In s t a l l L i g h t P o l e B a s e El e c t r i c a l W o r k In s t a l l L i g h t P o l e s Electical Wiring MS E W a l l ( S o u t h ) 12 " S u b g r a d e a n d G r a d e ( S o u t h ) Dr a i n a g e S t r u c t u r e s P - 7 Exfiltration Trench MSE Wall (North)Asphalt (South)Concrete Sidewalk Brick Paver Sidewalk Herringbone Crosswalk 12" Subgrade and grade (North)Asphalt (North)Install Collapsible Bollards Install Sod Install Signs Striping Install Decorative Fencing Install type B Fence Substantial Completion Punchlist Demobilization Permit / Contract Closeout Project Completion St a r t d a t e 0 4 / 1 0 / 1 5 9 : 0 0 A M F i n i s h d a t e 0 7 / 1 5 / 1 6 4 : 5 9 P M Da t a d a t e 0 4 / 1 0 / 1 5 9 : 0 0 A M Ru n d a t e 0 4 / 1 7 / 1 5 9 : 0 0 A M Pa g e n u m b e r 2 A © P r i m a v e r a S y s t e m s , I n c . Eb s a r y F o u n d a t i o n C o m p a n y No r t h B a y R o a d B r i d g e Early bar Early bar Progress bar Critical bar Summary bar Progress point Critical point Summary point Start milestone point Finish milestone point Ii it 11 To: City of Sunny Isles Beach, Florida Project: North Bay Road, Pedestrian and Emergency Access Bridge Date: sA qz\ k S Submitted by: (Full Name) (Full Address) sz-" Ss k'L6 1. OFFER a) Having examined the Place of the Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Calvin- Giordano and Associates, Inc., Engineer for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work of the base contract for the Lump Sum Price with Schedule of Values which includes the entire project as shown on the plans and described in the specifications except for the following items: 1) Install asphalt pavement, sidewalks and stormwater drainage. BASIS OF AWARD (including Named or Alternate manufacturer/supplier and all taxes and permit fees) $ 51 '4-78, TOTAL LUMP SUM BASE BID WITH SCHEDULE OF VALUES PRICEOF ................................................................................................ -W40 Pf"ts A`40 dollars, in lawful money of the United States of America. 08/14 00300-1 11-4582 Table 1 MAJOR ITEM SCHEDULE OF VALUES ITEM No. DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL ITEM AMOUNT GENERAL 1 Mobilization 1 LS 17�� ecc> 00 1 jiz, ,.60 ,Sc�c- 2 Maintenance of Traffic 1 LS t,, 1 as - 3 Clearing and Grubbing 0.25 AC is-1 . oo 2,S .06 4 NPDES Compliance 1 LS %s, o6 k's 060 - c,0 5 Remove Existing Asphalt Pavement 1,390 SY 2-1, 4Cib - 60 6 Remove Existing Concrete Sidewalk 711 SY. . 01's-60 7 Remove Existing Concrete Curb 1,084 LF (A, S-is - 8 Remove Existing Pipe 98 LF 16.g S419-06 9 Remove Existing Yard Drain 2 EA 00 - to 0600.00 10 Remove Existing Parking Meters 12 EA S. t>0 3,160-60 11 Remove Existing Sign 12 EA CIO - to 1, 080 - C o 12 SUBTOTAL GENERAL Z:7L4, 13 SITE WORK AND PAVEMENT 14 11/2" Asphalt (S-1) 158 TON 60 15 1" Asphalt (S-3) 105 TON 7-16 2, too 00 16 5" Type B 12.5 Coarse Mix Asphalt 1,526 SY '10 • C)C> .60 17 4" Limerock Base ( Optional Base Group 1) 1,871 SY 6 • 06 18 112" Subgrade 1,884 SY 10 -So Do 19 Stamped Asphalt 45 SY 3t& 06 00 20 Paver Brick 62 SY fa>x - 66 S, C>7 -7., - C,b 21 F" Curb 561 LF ZA 0C) I CxvA - cx,� 22 Drop Curb 46 LF 2A - oc> I, WA. 6c> 23 12' Header Curb 17 LF 2,kk. C)C> %,(a - C)o 24 E' Curb 18 LF ao - 06 t�o 25 D'Curb 22 LF 7A. 6c> 26 6" Concrete Sidewalk 606 SY 186.to ?A, 27 Handicap Ramp 4 EA I.SI-6-00 1 28 Stabilized Fire Access Route 80 SY 40 - to -3, 29 Removeable Bollards 6 EA 7-1,655 - CIO 1\$6 30 Replace Existing Fence (Match Existing) 1 LS X, - C�o 7-t,,4 . 60 31 FDOT Index Fence'B' 55 LF Z6 - cy-� a. 3 -16. 00 32 Finish Grading 1,150 SY Cj. so to, C17s- �q 33 Cut 167 CY 34 Fill 887 CY 16,6 -cc) 35 Sod 1,150 SY 36 Silt Fence 1,399 LF 'A - rZ 37 Turbidity Barrier (Floating) 1 LS j tbo. , %A, 38 Inlet Protection 15 EA zs -I. oc> 6 515-- 39 SUBTOTAL SITE WORK AND PAVEMENT SIGNING AND PAVEMENT PARKINGS 40 Sign (FTP-65-06, 36" x 18") 4 EA I, 41 Sign (111-1, 30" x 30") 1 EA �o 42 Sign (115-1, 30" x 30") 4 EA az o - 60 43 Sign (111-6, 12" x 36") 1 EA Do 000.00 44 Sign (OM4-1, 18" x 18") 2 EA 5p. C>b ltk> 45 Sign (113-2, 24" x 24") 2 EA tb 2,000 - bf3 46 24" Solid White Pavement Marking (Paint) 14 LF So M 47 112" Solid White Pavement Marking (Paint) 125 LF 48 6" Solid White Pavement Marking (Paint) 10 LF Z.C* 49 118" Solid Yellow Pavement Marking (Paint) 90 LF 3-M 7,jt - M 50 6" Solid Yellow Pavement Marking (Paint) 290 LF Soo - bc> 51 Turn Arrow (White Paint) 2 EA i *350 - op 52 Message (White Paint) 1 EA 1-16. 00 53 Remove Existing Pavement Marking (24" Solid White) 104 SF - ob 54 Remove Existing Pavement Marking (6" Solid White) 33 SF 55 Remove Existing Pavement Marking (White Arrow) 10 SF it-to 00 56 Detectable Warning Marking 4 EA 6GO .,,a 06 57 SUBTOTAL SIGNING AND PAVEMENT MARKINGS g t - 58 DRAINAGE 59 Manhole (P-7) 2 EA to 60 60 Curb Inlet (1 -7) 1 EA -I Mpb- cz I 0(pb - 00 61 Inlet (Type 'C') 1 EA j�. 7,S0. oc, 60 62 Inlet (Type 'H') (Control Structure) 1 EA 1 k,-15t>.c)c5 moo. 6,C) 63 Yard Drain (24" Nyloplast ADS) 2 EA 2 ki, %,Xb - ct,, s 6C..) 64 18" RCP 117 LF 1,5S.00 C>b 65 181, PVC 61 LF bt g, 60 66 12" x 18" RCP 391 LF OD bo 67 Remove Curb Inlet Top & Replace with Manhole To 1 EA 00 L,3S6• 00 68 Remove Curb Inlet Top & Replace with Curb Inlet Top 1 EA 2, 00 69 Remove Manhole Top & Replace with Curb Inlet Top 1 EA L 2, SqO • 00 70 jAdjust Curb Inlet to Grade 1 EA It 1:50 - co I llzio co 71 5'x 4' Exfiltration Trench 356 LF it .p 72 Core Existing Manhole (18" RCP) 1 EA t 73 SUBTOTAL DRAINAGE 8 .06 74 BRIDGE South Bridge Approach (Sta 20 +54.14- 21 +29.73)- (inclusive of all excavation, soil remediation, compaction, testing, 1 LS` +'�` hauling /disposal of unsuitable material, MSE walls purchase and installation, 75 concrete work and asphalt) North Bridge Approach -(STA 24 +54.15- 26 +29.96) (inclusive of all excavation, soil remediation, compaction, testing, 1 LS ` °° hauling /disposal of unsuitable material, MSE walls purchase and installation, 76 concrete work and asphalt) FDOT Bridge Approach to Approach (Sta 77 21 +29.73 -24 +54.15) 1 LS i,t,�tct• Z.,ta,�l &e,.Cs Labor and Material to F &I all electrical 78 components per plans 1 LS '4ol, 5 c nk' 2-0-1 , aOO .Cab 79 F &I Type B Fencing FDOT Index 802 105 LF IM- -so 6-1- ;n F &I Decorative Vertical Fence to Match Existing w/ Double Traffic Gate and Single 300 LF too. ao 30 t • 00 80 Ped Gate 81 SUBTOTAL BRIDGE i't £o?.5-6 TOTAL BASE BID (ITEMS 1 THROUGH 81) $ S1 cl-2, All unit rates are inclusive of all material, labor, equipment, excavation, handling, rehandling, temporary storage of material, installation, backfill, testing, compaction, hauling /disposal of any unsuitable material and restoration of any affected areas. ( *) Grand total must equal amount shown on line "TOTAL LUMP SUM BID PRICE WITH SCHEDULE OF VALUES OF:" on Bid Form for Section 1. We have included herewith, the required security Bid Bond, as required by the Instruction to Bidders. All applicable federal state and local taxes and permit fees are included in the Bid Price. Permit fees shall be in accordance with the Owner's rate schedule. 2. ACCEPTANCE This offer shall be open to acceptance and is irrevocable for sixty (60) days from the Bid closing date. If this Bid is accepted by the Owner within the time period stated above, we will: a. Execute the Agreement within seven days of receipt of Notice of Award and acceptance of this bid. b. Furnish the required bonds within seven days of receipt of Notice of Award. C. Commence work within fifteen days after written Notice to Proceed. If this Bid is accepted within the time stated, and we fail to commence the Work or we fail to provide the required Bond(s), the security deposit shall be forfeited as damages to the Owner by reason of our failure, limited in amount to the lesser of the face value of the security deposit or the difference between this Bid and the Bid upon which the Contract is signed. In the event our Bid is not accepted within the time stated above, the required security deposit shall be returned to the undersigned, in accordance with the provisions of the Instructions to Bidders; unless a mutually satisfactory arrangement is made for its retention and validity for an extended period of time. 3. CONTRACT TIME If this Bid is accepted, we will: Complete the Work in Thirteen (13) months from Notice to Proceed with substantial completion and equipment ready for beneficial occupancy within Forty Five (45) calendar days. 4. LICENSURE (a) The bidder shall be a corporation organized under the laws of the State of Florida. Corporation Name: C Date Filed: Documentation Number: 1 7 2 (b) The bidder shall hold an active, certified General Contractor's license in the name of the corporation above, issued by the State of Florida Department of Professional Regulation. License Number: Expiration Date CG C 0 S13 °i -1 ice 08/14 00300 -5 11 -4582 S. APPENDICES Submit the following Appendices concurrent with Bid submission: Appendix A - Major Subcontractors and Suppliers Appendix B - Unit Prices Appendix C - Major Equipment Schedule 6. BID FORM SIGNATURE(S) signing officer (Seal) , Partnership, or Corporation) Pas., We) (Authorized signing officer Title) If the Bid is a joint venture or partnership, add additional forms of execution for each member of the joint venture in the appropriate form or forms as above. END OF DOCUMENT 08/14 00300-6 11-4582 1711-'--, . r t 1. Ebsary Has included a $6,000,000 Policy Limit Builders Risk Insurance with the Following Coverages and Clarifications. 1.1. $6,000,000 Hard Costs. 1.2. $1,000,000 Flood annual aggregate 1.3. $6,000,000 Earth Movement annual aggregate 1.4. $6,000,000 Windstorm 1.5. $250,000 Transit 1.6. $250,000 Offsite Storage 1.7. $250,000 Theft of Building Materials 1.8. $10,000 AOP Deductible 1.9. 5% / min $25,000 Wind Deductible 1.10. 5% / min $25,000 Flood Deductible 1.11. $10,000 Earth Movement Deductible 1.12. 13.0 month term (Estimated at June 1, 2015 thru July 1, 2016) 2. Per Addenda, Ebsary has NOT included any Permitting Fees or Permit Bonds for this project. Incorporated 1930 Incorporated 1930 Proposal Clarifications 1. Ebsary Has included a $6,000,000 Policy Limit Builders Risk Insurance with the Following Coverages and Clarifications. 1.1. $6,000,000 Hard Costs. 1.2. $1,000,000 Flood annual aggregate 1.3. $6,000,000 Earth Movement annual aggregate 1.4. $6,000,000 Windstorm 1.5. $250,000 Transit 1.6. $250,000 Offsite Storage 1.7. $250,000 Theft of Building Materials 1.8. $10,000 AOP Deductible 1.9. 5% / min $25,000 Wind Deductible 1.10. 5% / min $25,000 Flood Deductible 1.11. $10,000 Earth Movement Deductible 1.12. 13.0 month term (Estimated at June 1, 2015 thru July 1, 2016) 2. Per Addenda, Ebsary has NOT included any Permitting Fees or Permit Bonds for this project. CONON STR%JC'TI ENGINEE'RI'NG C NSULTANTS February 22, 2010 CONSTRUCTABILITY REVIEWS CONSTRUCTION COST ESTIMATES DESIGN VALUE ENGINEERING Florida Department of Transportation Contracts Administration Office 605 Suwannee Street, MS -55 Tallahassee, FL 32399 RE: Ebsary Foundation Company To whom it may concern: CLAIMS AVOIDANCE & ANALYSIS CONTRACTOR'S SPECIALTY ENGINEERING CPM SCHEDULES INSPECTIONS I have known Ebsary Foundation Company for over 50 years. Since 1971 1 have had a professional association with Ebsary as a competing contractor and, more recently, as a specialty engineer. Ebsary has long held its reputation in Florida as a heavy construction and foundation contractor that delivers work of the highest quality and delivers it on time. I have worked with Ebsary on many piling and concrete construction projects, including the ongoing construction of a bridge for the US Navy in Key West where they are the design -build contractor. Other projects where I have worked with Ebsary or observed their prosecution of the work include; • poured -in -place SB to EB ramp in the SR 826/ SR 836 Interchange, Miami, • 200 -Slip South Beach Marina, Miami Beach, • SW 72nd Avenue Bridge over Tamiami Canal, Miami, • piling and cofferdam for Downtown Dadeland (largest cofferdam in Florida), • numerous sound barrier walls for FDOT throughout Florida, • cofferdams for the Four Seasons Hotel (tallest building in South Florida). I highly recommend Ebsary Foundation Company and would gladly discuss their qualifications further if you so desire. Sincerely, Construction Engineering Consultants, Inc. r" Michael C. Bone, P.E. (FL 19383) President 3800 N. 29th Avenue - Hollywood, FL 33020 - (954)922 - 6917 a FAX (954)922 -3755 Florida Department of cn �WiPO1G'IION Governor cnvemn. m Environmental Protection Jeff RnNmmp Division of Recreation and Parke Lt COvemor FLOR A 6 Bureau of Design &Consuumim 1540 Thomasville Road Michael W. Sole Tallahassee, FL. 32309 Secretary March 2 2010 Fonda Department of Transportation: Re: Qualifications: Ebsary Foundation Company I am pleased to commend Ebsary Foundation Company for their assistant work on a dif x0project at Indian Key State Park namely the new boat dock. They provided outstanding service in meeting FDEP's needs on all aspects of the project most important of all turns and budget. Our experience with Ebsary has been on time, within budget, and lumukent workmanship. We have had no warrenty, issues with Ebsary to date. I am impressed with Ebmi professionalism and dedication to deforming cost - effective and practical solutions. I have worked with many Construction firms over the years and grea ly appreciate the level of commitment and efficiency Ebsary, brings to the table. Should have any specific questions regarding their qualifications, please contact me at 850 -48 &5372. Thank you foryourassistance. Sin Randall L S E gineenng Specialist IV DEP Division of Recreation and Perks Bureau of Design and Construction (850) 488 -5372 Fax.' (850) 488 -1141 "More Prosents,is Gee. P "G n ww.dep emreJl ue n CORPORATE OFFICE 3390 TRAVIS POINT ROAD SUITE A ANN ARBOR, MI 48108 (734) 996 -9500 FAX :(734)996 -8480 April 16, 2015 City of Sunny Isles Beach 18070 Collins Ave Sunny Isles Beach, Florida 33160 ATTN: City Manager n REGIONAL OFFICE o REGIONAL OFFICE 5707 COLLEGE ROAD 4485 ENTERPRISE AVE KEY WEST, FL 33040 NAPLES, FL 34101 (305) 292 -7889 (239) 774 -3130 FAX (305) 292 -7717 FAX: (239) 774 -0266 RE: EBSARY FOUNDATION COMPANY REFERENCE Construction of the North Bay Road Pedestrian Emergency Bridge Sunny Isles Beach, Florida To Whom It May Concern: For the past 20 years, Douglas N. Higgins, Inc. (DNHI) has had extensive experience with Ebsary Foundation Company in the performance of Heavy Civil, Marine and Deep Foundation Construction projects. Most recently, DNHI successfully contracted with Ebsary on the S -129, 5- 131, S -133 and S -135 Pump Stations Trash Rake Upgrades and Site Improvements which was completed on time and under budget in 2015. We have always been very pleased with Ebsary's performance and would gladly involve them in any future Deep Foundation, Heavy Civil or Marine Construction Projects. They have displayed the technical expertise, professionalism and quality that DNHI values and we strongly recommend them as a general contractor for your project. Should you have any questions or if you need any further clarifications, please feel free to contact the undersigned at your convenience. Sincerely: Douglas N. Higgins, Inc. / '/ ; Matthew DeLuca Operations Manager (941) 465 -8358 mattd @dnhiggins.com LF eM CONSTRUCTION CORPORATION April 15, 2015 City of Sunny Isles Beach 18070 Collins Ave Sunny Isles Beach, Florida 33160 ATTN: City Manager RE: EBSARY FOUNDATION COMPANY REFERENCE Construction of the North Bay Road Pedestrian Emergency Bridge Sunny Isles Beach, Florida To Whom It May Concern; For the Past 10 years, GLF Construction Corporation has had extensive experience with Ebsary Foundation Company in the performance in the performance of Heavy Civil, Marine and Deep Foundation Construction projects. Most recently, GLF successfully contracted with Ebsary on the I -595 Roadway Widening Project, which was completed on time and under budget in 2012. Currently GLF in in the process of contracting with Ebsary to perform the Deep Foundation Marine Drilled Shafts for the Venetian Causeway reconstruction project. We have always been very pleased with Ebsary's performance and would gladly involve them in any future Deep Foundation, Heavy Civil or Marine Construction Projects. They have displayed the technical expertise, professionalism and quality that GLF values and we strongly recommend them as a General Contractor. Should you have any questions or if you need any further clarifications, please feel free to contact the undersigned at your convenience. Very T Yours, GLF CV 1 TRUCTION CORPORATION Vice Pr4ident Special Projects Brickell City Tower, Suite 2201 80 South West 81h Street, Miami, Florida 33130. Tel (305) 371 -5228. Fax: (305) 371 -9201 www.glfusa.com Odebrecht USA 201 Alhambra Circle | Suite 1000 Coral Gables, Florida 33134 phone (305) 341-8800 fax (305) 569-1500 818 Howard Avenue | Suite 400 New Orleans, Louisiana 70113 main (504) 799-1500 fax (504) 799-1501 5100 Westheimer Road | Suite 585 Houston, Texas 77056 main (713) 961-9024 fax (713) 623-0140 www.odebrecht.com Poole & Kent Company of Florida 1781 N.W. North River Drive Miami, FL 33125 Phone: 305-325-1930 Fax: 305-324-0522 April 15, 2015 City of Sunny Isles Beach 18070 Collins Ave Sunny Isles Beach, Florida 33160 ATTN: City Manager RE: EBSARY FOUNDATION COMPANY REFERENCE Construction of the North Bay Road Pedestrian Emergency Bridge Sunny Isles Beach, Florida To Whom It May Concern; For the Past 20 years, Poole & Kent Company of South Florida has had extensive experience with Ebsary Foundation Company in the performance of Heavy Civil and Deep Foundation Construction projects. Poole & Kent has successfully contracted with Ebsary on numerous major projects throughout South Florida and have always been exceedingly pleased with Ebsary’s performance; we would gladly involve them in any future Deep Foundation, Heavy Civil or Marine Construction Projects. They have displayed the technical expertise, professionalism and quality that Poole & Kent values and we strongly recommend them as a General Contractor. Should you have any questions or if you need any further clarifications, please feel free to contact the undersigned at your convenience. Very truly yours, POOLE & KENT CO. OF FLORIDA Daniel Salinas Senior Project Manager cc: Brian MacClugage, Poole & Kent Issued by: Purchasing Agent Date Issued: This Bid Submittal Consists of Andrew J. Rozwadowski 09/23/2014 Pages 22 through 26 Sealed bids are subject to the Terms and Conditions of this Request for Proposal 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. RFP 14-09-01 Construction of the North Bay Road Pedestrian Emergency Bridge A Bid Deposit in the amount of 50/b of the total amount of the bid shall accompany all bids A Performance and Payment 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 ProcgremegtAgen Firm Name; XAXXXkXXXXXXXXX QMjTodif e s)., Commodity RESPONSIVE City of Sunny Isles Beach I Request for Proposal No. 14-09-01 MEEM Table 1 MAJOR ITEM SCHEDULE OF VALUES ITEM No. DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL ITEM AMOUNT GENERAL 1 Mobilization 1 LS I?Z>1ec4>.06 1 oc>. 00 2 Maintenance of Traffic 1 LS -61, .bo 'al ,Soo - 0<-,, 3 Clearing and Grubbing 0.25 AC 1,s' . oc> 3.�, bZs .06 4 NPDES Compliance 1 LS %sl om. c5c, is 060 .0c> 5 Remove Existing Asphalt Pavement 1,390 SY ZA - 00 Lei %C16 - t>0 6 Remove Existing Concrete Sidewalk 711 SY cat ot� 7 Remove Existing Concrete Curb 1,084 LF tA. .0c" 8 Remove Existing Pipe 98 LF X6-W t, 9 Remove Existing Yard Drain 2 EA 400. to C600. 60 10 Remove Existing Parking Meters 12 EA 14S. to 3-1150-66 11 Remove Existing Sign 12 EA Cie) - to t>80 - C.s6 12 SUBTOTAL GENERAL 2.:7 13 SITE WORK AND PAVEMENT 14 11/2" Asphalt (S-1) 158 TON 15 1" Asphalt (S-3) 105 TON 7,10. 06 2,$1160.06 16 5" Type B 12.5 Coarse Mix Asphalt 1,526 SY -10 - b to(" 87,,t,.00 17 4" Limerock Base ( Optional Base Group 1) 1,871 SY vs - txo OtO5 • 00 18 112" Subgrade 1,884 SY 10 • SO tq '167, - 56 19 Stamped Asphalt 45 SY '%6.06 t 71-10. 00 20 Paver Brick 62 SY SX - et> C, 7,7- .era 21 F" Curb 561 LF ZA - oc> 1 y CC� 22 Drop Curb 46 LF 2A. oc> oc-, 23 2' Header Curb 17 LF L IV),B - oo 24 E' Curb 18 LF at • 0c) s .60 25 D' Curb 22 LF Z�A- 6c� 5 - 26 6" Concrete Sidewalk 606 Sy tos.c�o ?A, s t, - 27 Handicap Ramp 4 EA 1. su> - Do 11, 7-e�p 28 Stabilized Fire Access Route 80 SY 40 - to 31 U-,0 - 00 29 Removeable Bollards 6 EA L,5!95. 00 IA, \110 - 00 30 Replace Existing Fence (Match Existing) 1 LS 1, ?,Leo .60 2�0 . 60 31 FDOT Index Fence'B' 55 LF Z6 -Cx� y, 13-1!s - 00 32 Finish Grading 1,150 SY q,, 50 00 33 Cut 167 CY qsco -1, 00 34 Fill 887 CY 00 35 Sod 1,150 SY 6 15b 'I U\1 G • 60 36 Silt Fence 1,399 LF kk.t>6 ,, q o0 37 Turbidity Barrier (Floating) 1 LS 14, vtc> - bt> X'A, g60, e>0 38 Inlet Protection 15 EA Za-1. oo 66 39 SUBTOTAL SITE WORK AND PAVEMENT '3z2- - SIGNING AND PAVEMENT PARKINGS 40 Sign (FTP-65-06, 36" x 18") 4 EA 41 Sign (111-1, 30" x 30") 1 EA 60 42 Sign (R5-1, 30" x 30") 4 EA c,c3 b 60 43 Sign (R1 -6, 12" x 36") 1 EA Uz - cc, 1,000.00 44 Sign (OM4-1, 18" x 18") 2 EA 5,56.06 (16 45 Sign (113-2, 24" x 24") 2 EA bt�� . t)t> bo 46 24" Solid White Pavement Marking (Paint) 14 LF 3- SO M 47 12" Solid White Pavement Marking (Paint) 125 LF . C�c, 48 6" Solid White Pavement Marking (Paint) 10 LF 1-M W. C$C) 49 118" Solid Yellow Pavement Marking (Paint) 90 LF 7»11b - oo 50 6" Solid Yellow Pavement Marking (Paint) 290 LF 590 - tc> 51 Turn Arrow (White Paint) 2 EA 1*115 .00 '350 .0p 52 Message (White Paint) 1 EA I'les • rz� 1-16. C)C:> 53 Remove Existing Pavement Marking (24" Solid White) 104 SF oc> 54 Remove Existing Pavement Marking (6" ISolid White) 33 SF kf6.m 5 60 55 Remove Existing Pavement Marking (White Arrow) 10 SF kt-m 56 Detectable Warning Marking 4 EA 600, too -L, mo - c>6 57 SUBTOTAL SIGNING AND PAVEMENT MARKINGS 58 DRAINAGE 59 Manhole (P-7) 2 EA 60 Curb Inlet (J-7) I EA - 00 61 Inlet (Type'C') 1 EA 0c, 2-St, 66 62 Inlet (Type 'H') (Control Structure) 1 EA 7 ,D. 6p 63 Yard Drain (24" Nyloplast ADS) 2 EA 7. Niko . M 64 18" RCP 117 LF i 5 'Irl5 -c,0 65 18" PVC 61 LF I $5 .,Do 66 12" x 18" RCP 391 LF t 6D 60 67 Remove Curb Inlet Top & Replace with Manhole To 1 EA Z 1 -3)5b • CIO 00 68 Remove Curb Inlet Top & Replace with Curb Inlet To 1 EA 00 69 Remove Manhole Top & Replace with Curb Inlet Top 1 EA 7-X io . uo Z. Sio - 00 70 Adjust Curb Inlet to Grade 1- EA 1, 1 60. C* I 1 -160. 0�7 71 5'x 4' Exfiltration Trench 356 LF 63-to 54. A(,% oo 73 SUBTOTAL DRAINAGE 74 BRIDGE South Bridge Approach (Sta 20+54.14- 21+29.73)-(inclusive of all excavation, soil Lk_,c - oc� remediation, compaction, testing, 1 LS hauling/disposal of unsuitable material, MSE walls purchase and installation, 75 concrete work and asphalt) North Bridge Approach -(STA 24+54.15- 26+29.96) (inclusive of all excavation, soil hauling/disposal of unsuitable material, MSE walls purchase and installation, 76 concrete work and asphalt) FDOT Bridge Approach to Approach (Sta 77 21+29.73-24+54.15) 1 LS Labor and Material to F&I all electrical 78 Icomponents per plans 1 LS 5co -01 2-0-1, 300 .60 79 F&I Type B Fencing FDOT Index 802 105 LF 1A - 50 so F&I Decorative Vertical Fence to Match Existing w/ Double Traffic Gate and Single 300 LF too. 00 30, oc�� - 00 80 Ped Gate 81 -SUBTOTAL BRIDGE 9-6 TOTAL BASE BID (ITEMS 1 THROUGH 81) $ .51 q -7 ig6 All unit rates are inclusive of all material, labor, equipment, excavation, handling, rehandling, temporary storage of material, installation, backfill, testing, compaction, hauling/disposal of any unsuitable material and restoration of any affected areas. (*) Grand total must equal amount shown on line "TOTAL LUMP SUM BID PRICE WITH SCHEDULE OF VALUES OF:" on Bid Form for Section 1. We have included herewith, the required security Bid Bond, as required by the Instruction to Bidders, All applicable federal state and local taxes and permit fees are included in the Bid Price. Permit fees shall be in accordance with the Owner's rate schedule. INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID PART 11: Addendum #1, Dated 05 I I Addendum #2, Dated Addendum #3, Dated ]I 12.6 l , q Addendum #4, Dated )2-102,1 I Addendum #5, Dated o I I Ig I is Addendum #6, Dated 2,11-1 I5 Addendum #7, Dated 6'. I s +' 'fs,; ❑ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID :tom AUTHORIZED SIGNATURE: TITLE OF OFFICER: TE: %\\2z\ vs _ BID SUBMITTAL FORM Bid Title: Construction of the North Say Road Pedestrian and Emergency Bridge The undersigned Proposer proposes and agrees, if this Bid is accepted, tD 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 0f the Contract Documents. The Proposer accepts all of the terms and conditions of the Request for Proposal, including without limitation those dealing with the disposition of Bid S8CUhtv This Bid will remain subject to acceptance for 12O days after the day Of Bid opening. The Proposer agrees h] sign and submit the Agreement with the Bonds and other documents required by the Bidding ReoVir8On8OtS within ten days after the date of the City's Notice of Award. In submitting this Bid, the Proposer represents, 8a more fully set forth hn the Agreement, that: • The Proposer has familiarized with the nature and extent of the Contract Documents, Permits, 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 Proposer has studied C8r8huUy all reports and drawings Of subsurface conditions and drawings of physical conditions. • The Proposer 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 |B acceptable tOthe Proposer. • This Bid iS genuine and not made in the interest Vfor0n behalf 0f 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 Proposer has not directly or indirectly induced or solicited any other Proposer to submit a false or sham Bid; the Proposer has not 50|idL8d Or induced any person, firm or [OrpOr8UUD to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposer Or over the City. The City and the successful Proposer will establish completion times for the Work Item and the successful Proposer agrees that the Work will bB completed within the time frames agreed upon and stipulated in the Notice to Proceed. Firm Name: City of Sunny Isles Beach Request for Proposal No. 14-09-01 "154 r-IO E tit Art t Street Address: Mailing Address (if different): Telephone No. Fax No. 32-5 Email Address: -, t,&wt4 * "By signing this document the bidder agrees to all Terms and Conditions of This Request For Proposal Print Name: - Title: "fir 'w rr City of Beach I R- • - for a ! ! • . 14-09-0 NON - COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue y c" V4 Sunny Isles Beach, FL 33160 ~`'* of SUO "' Telephone: (305) 947 -0606 Fax: (305) 949 -3113 STATE OF FLORIDA COUNTY OF K s ? 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, (Name of Corporation, Partnership, Individual, etc) a, f , formed under the laws of (Type of Business) (State) of which he is '? t (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded, conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 10.2, has directly or indirectly submitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to any ember or agent thereof. A IANT' NA E AFFIANT'S TITLE IN TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this X- day of t\ 2006 Personally Known `- or Produced Identification , Type of identification (Affix seal here) AhiY v. NUPvtmZ `...._.. - Commission # EE 111590 -- h PX Ires July 12 20115 OAR UBLIC (name pd d or typed) °`•+`% t¢e ``' 50" ded T6ni 7cay Fain Ins! aqte wo- 395-7049 DECEMBER 28, 2010 1 of 10 PUBLIC ENTITY CRIMES i- City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 ` or sits. Telephone: (305) 947 -0606 Fax: (305) 949 -3113 • j ' � °' it 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 ". • _ �- i- • r . i. 11.1. This sworn statement is submitted to City of Sunny Isles Beach by i� tpnTinn ividual s name and title for n Yt — 1print name of entity submitting sworn s a ement whose business address is: 1AS4 P.Az eWS?_1;)e-k1Je KIPAIII, sbivs and (if applicable) its Federal Employer Identification number (FEIN) is 511-62,11-1V56 (if the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: } 11.2. 1 understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. 1 understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non -jury trial, or entry of a plea of guilty or nolo contendere. 11.4. 1 understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair DECEMBER 28, 2010 2 of 10 market value under an arm's length agreement, ohoU be a prime haoie case that one person controls another person. A person who knowingly enters into a joint vanturevvUbaperoonwho has been convicted of public entity crime in Florida during the preceding 30 months shall be considered an affiliate. 11.5. | understand that a "person" as defined in Para. 287133/1Ve\, Florida Statutea, 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 o public entKv, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those offiumro, dinootors, exenuUvee, partnera, shareholders, employees, members, and agents who are active in management of any entity. 11.6. 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 appUea.\ +° Neither the entity submitting this sworn statement, nor any of it's officera, direotons, executives, pednere, ahanoho|dars, employees, mombers, or agents who are moUvo in the management of the unbty, nor any affiliate of the entity has been charged with and convicted of public entity crime subsequent to July 1, 1989, The entity submitting this evvonn statement, or one or more of its officers, direobzrs, executives, podnens, nhep*holders, employees, membons, or agents who are active in the management of the enbty, or on offi|ioka of the entity has been charged with and convicted of public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its offioens, diroobz/s, execuUvea, pahnero, ahaneho|denn, emp|oyeeo, membens, or agents who are oobv* in the management of the enbty, or on affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1889. Hmwever, there has been e 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 o copy ofthe final order.) Sworn to and subscribed before mothis V1 4"doy by (AFFIX NOTARY STAMP HERE) 01Y C, NUIIEZ 0o,-,iriiission # EE 111590 E2�,rims idy 12, 2015 E,n&A Tbru Troy Fain him r, Q-3354M Signature: Notary Public — State of Florida Print or T�pe Commissioned Name Personally Known OR Produced Identification Type of Identification Produced 10n998 3 nf1D EQUAL OPPORTUNITY AFFIRMATIVE ACTION F LO City of Sunny Isles Beach of 1VT1 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 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: --�fe-A' � Firm: Address: —c�eA\tg, W'Aem\ Vk 91st Z)!� DECEMBER 28, 2010 4 of 10 CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue � v Sunny Isles Beach, rL 33160 su-, p1t, 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 OFFLORIDA COUNTY OF BEFORE ME, the undersigned authority, personally appeared who was duly sworn, deposes, and states: 18.1, | am the - of -with a local office in and principal office in 18.2 The above named entity is submitting aBid for the City of Sunny Isles Beach, Bid No. as: Landscape Maintenance Services. The Affiant has made diligent inquiry and provides the information con ed in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly mindirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project. 18.5 Neither the entity nor its affiliates, nor any one associated with them, is presently suspended m otherwise ineligible from participation hn contract letting by any local, State, or Federal Agency. 18.6 Neither the anUty, nor its affi|iahoa, nor any one aeennia0od with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 1U'7| certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking on elected position with the City cf Sunny Isles Beach. 18.8 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. i8.Shn the event that o conflict of interest is identified in the provision of services, 1, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. D�a 4tt th i s .12010.7 ,-,"AFFIANTf Print or Type Name'and Title Swomhoonduubacrbedbe�vemeth� 1-1*"' dayof 2016' pT- Personally Known -----DR [] Produced Identification �Type ofIdentification NDT&RY PUBLIC STATE QFFLORIDA NUNEZ 'ORMISSIori # E_ 111590 ires iul� 12 2015 m DECEMBER m.co10 5 uf1O DISPUTE DISCLOSURE City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 Answer the following questions by placing a after Yes" or No". If you answer Yes". please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO V' 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO V 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES NO V, 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. Firm Xthhriz�ed SI atu*Ke � n» Date Print or Type Name and title DECEMBER 28, 2010 6 of 10 STATE OF FLORIDA COUNTY OF ANTI-KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 FINUJIKX��� �W � 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. The foregoing instrument was acknowledged before me this day of —, 20 �5 , by AUup— [name of person], as —\;Ytt-, [type of authority],, for [name of party on behalf of whom instrument was executed]. Personally Known OR Produced Identification Type of Identification Produced DECEMBER 28, 2010 7 of 10 IN (WAR A G'C"rImi�3Sk 5 0 JOW P 20' 15 Personally Known OR Produced Identification Type of Identification Produced DECEMBER 28, 2010 7 of 10