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Mactec RFQ #04-06/07(MACTEC engineering and constructing a better tomorrow TABLE OF CONTENTS A) Introduction Letter A-1 B) Minimum Requirements/Qualifications B-1 C) Cost Information C-1 D) Client Performance Evaluation Surveys D-1 E) Methodology and Approach E-1 F) Qualifications of Consultant Team F-1 G) Risk Assessment Plan (RAP) G-1 H) Documents to be completed and returned to City H-1 MACTEC Engineering and Consulting, Inc. 5845 NW 158th Street ■ Miami Lakes, FL 33014 ■ 305.826.5588 ■ 305.826.1799 Fax www.mactec.com J MACTEC engineering and constructing a better tomorrow December 12, 2006 City of Miami Beach City Hall Procurement Division — Third Floor 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Mr. Gus Lopez, CPPO Procurement Director Re: Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For the City of Miami Beach Dear Mr. Lopez: MACTEC Engineering and Consulting, Inc. (MACTEC) is pleased to provide the City of Miami Beach (City) with qualifications for Geotechnical and Laboratory Testing Services — Request for Qualifications RFQ# 04-06/07. MACTEC, established in 1946, has evolved into a leading engineering and design, construction and environmental service firm that emphasize technical excellence with personal service. Presently, MACTEC has grown to more than 3,000 employees and 100 offices in over 30 states. Revenues place MACTEC at 29th among Engineering News Record's Top 500 Design Firms. Over the past 30 years, MACTEC - formerly known as Law Engineering and Environmental Services, Inc. (LAW), has provided quality geotechnical engineering and construction materials testing services for public and private sector clients in South Florida, including the City of Miami Beach, City of Miami, Florida Department of Transportation Districts 4 & 6, South Florida Water Management District, US Army Corps of Engineers, Miami -Dade County, Miami -Dade County Public Schools, Miami International Airport, Tri -Rail Expansion Project (Miami -Dade, Broward, Palm Beach), Target Corporation, and Wal-Mart, Inc., among others. MACTEC's specific experience, qualifications, and commitment to quality will ensure the successful delivery of professional services for the City. Our staff of qualified geotechnical engineers, professional geologists, construction management professionals, engineering technicians, and drillers is prepared to assist the City with their geotechnical and construction materials testing needs. MACTEC understands that this contract will cover various projects, and that effective communication and responsiveness to each project will be essential for successful project implementation. Our Miami Lakes office will facilitate this contract with local staffing and with our USACE/CMEC/FDOT certified materials testing laboratory. The individuals assigned to this project team were carefully selected and are exceptionally qualified to perform the roles for which they are designated. Our team members hold appropriate registrations and/or certifications in their respective disciplines and offer many years of relevant experience. In addition, all of MACTEC's engineering services are backed by our extensive in- house resources including soil and materials testing laboratories, drilling, field testing, and state- of-the-art electronic data management capabilities. MACTEC Engineering and Consulting, Inc. 5845 NW 158th Street • Miami Lakes, FL 33014 • 305.826.5588 • 305.826.1799 Fax www.mactec.com Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 We appreciate the opportunity to provide this proposal containing our qualifications for this project and look forward to a professional working relationship. Should you have any questions or comments regarding the information provided, please do not hesitate to contact us. Sincerely, MACT jFC Engip\eering nd Consulting, Inc. G. Thomas McDaniel, P.E. Principal Geotechnical Engineer I - idro A. Duque P.G.( \ f usiness Dev lopme anager Distribution: / Addressee (1 original/10 copies) / File (1) 2 Richard A. Minichiello Senior Vice President B. MINIMUM REQUIREMENTS/QUALIFICATIONS Company Capabilities and Experience Since its beginning in 1946, MACTEC has evolved into a leading engineering and design, environmental, and construction services firm that emphasizes technical excellence with personal service from a local office. Through strategic acquisitions in the past several years, the company has grown to 3,000 employees and 100 offices in over 30 states. Revenues place MACTEC at 29th among Engineering News -Record's Top 500 Design Firms. The firm's broad array of engineering, scientific and technical disciplines provides a full range of services to over 7,000 public and private sector clients. Today, the MACTEC organization comprises two main operating units: MACTEC Engineering and Consulting, MACTEC Development Corporation. MACTEC supports clients in accomplishing their business objectives by providing innovative solutions using unmatched expertise, up-to-the- minute technology, and uncompromising integrity. From concept to construction, compliance to cost management, MACTEC is distinctively qualified to help clients meet the demands of today's complex global engineering and environmental projects. MACTEC's professional engineers, scientists, technicians and support staff provide consistent, cost-effective, risk - managed strategies to clients of every size, no matter the location. Our experience spans a wide array of clients including national, state and local governments; multi -national and regional companies; a number of Fortune 100 companies; and financial institutions. Renowned projects that bear our imprint include ... highways, bridges and roads, made of cost-effective, quality materials, that effectively move people and products ... the construction quality inspection and testing of new professional stadiums and ballparks ... cleanup at USEPA Superfund sites ... public school system facility asset management ... fiber optics infrastructure construction ... bringing safer operations and reliability maintenance to industrial facilities ... preserving our natural and cultural resources in balance with economic development ... turning maturing landfills to safe greenfields for multi -use development and returning dollars to local government coffers. 1 OMACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 MACTEC understands more than ever, that South Florida Municipalities have been tasked with developmental and strategic planning challenges to meet the needs of the ever growing population and new demand for infrastructure and community growth. Our team of professionals stand committed to assist the City in its path to drive quality development programs and most importantly, we understand how to provide quality services with proper technical oversight and sound management. GEOTECHNICAL ENGINEERING MACTEC is an experienced provider of geotechnical engineering services and has been recognized for the quality of its Geotechnical and Engineered Construction services and professionalism of its personnel. Our strong project management, comprehensive multidisciplinary services, outstanding geographic coverage and knowledge conditions in the work area, relevant experience, and dedication to technical excellence qualify us as the best choice for your engineering and testing needs. MACTEC has unprecedented credentials in the geotechnical work areas listed: • Site Evaluation • Geotechnical Explorations • Soil Borings • Foundation analysis and recommendations • Project formulation and preliminary design • Preparation of plans and specifications • Development of schedules for design and construction • Estimated quantities and cost • Expert opinion and peer review • Construction support MACTEC is prepared to provide qualified personnel to conduct the following scope of services, including but not limited to: 1. Site Investigations. Provide subsurface exploration services including soil test borings, rock coring, test pits, sampling of subsurface materials, laboratory testing for physical properties, and classification of materials obtained using the Unified Soil Classification System and/or AASHTO method. 2. Drilling and Electric Logging. Qualified personnel and equipment to perform all field sampling and testing activities including, soil test borings, rock coring, in-situ permeability/percolation and other geotechnical or geophysical testing. Typical field services would include logging of the boring or other test data and collection and storage of the samples. 3. Foundation Analysis. Provide professional services and engineering analyses for foundation design and construction, including the following: 2 MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach • Buildings and parking structures • Augercast pile foundation systems • Drilled shaft foundation systems • Site drainage characteristics • Shallow foundations/material foundations • Site improvements (vibro flotation/impact densification) • Site preparation December 12, 2006 RFQ#04-06/07 4. Soil Stabilization. Provide field monitoring and engineering analysis and design of projects requiring soil stabilization and improvement techniques. These services will depend upon the engineering characteristics of the subsurface soils and could include deep dynamic compaction, vibroflotation/vibro replacement, preloading sometimes facilitated with wick drains, mini piles, stone columns, or other specialized soil stabilization techniques. 5. Temporary Excavation Enclosures. Provide engineering analysis and design, including computerized analyses, for design of temporary earth retaining structures from simple mechanically stabilized earth systems to more complicated sheetpile cell systems. 6. Pile Driving Analysis (PDA). Provide all equipment for analyses and design recommendations for dynamic pile testing services. These services, which are specified and approved by the Federal Highway Administration, Florida Department of Transportation, and the US Army Corps of Engineers, are leading edge methods to replace the costly Static Pile Load Tests. Dynamic pile testing services provided by the MACTEC Team include: 1) Pile Driving Analyzer [PDA], 2) Wave Equation Analysis [WEAP], 3) Case Pile Wave Analysis [CAPWAP], and 4) Pile Integrity Testing [PIT]. Additional geotechnical services provided by MACTEC include by are not limited to: • Atterberg Limits • Chemical Analyses (carbonates of calcium and magnesium) resistivity, • chlorides, sulfates, pH • Field Density Test • Florida Bearing Value (FBV) • Grain -Size Analysis (Hydrometer) • Grain -Size Analysis (Mechanical) • Laboratory Permeabilities • Limerock Bearing Ratio (LBR) • Manual Auger Borings • Modified Proctor • Organic Content • Power Auger Borings • SFWMD Exfiltration Tests • Single Sieve Analyses (Wash 200) • Standard Penetration Test Borings • Standard Proctor • Unconfined Compression • Undisturbed Sampling 3 'MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach CONSTRUCTION MATERIAL TESTING SERVICES Construction Materials Engineering, Testing, and Monitoring Services are provided by MACTEC within the discipline of civil engineering. At MACTEC, Construction Materials Engineering is accomplished through the application of sound theoretical concepts and practical knowledge of the behavior of construction materials under various conditions. MACTEC's registered Professional Engineers maintain direct control over all testing activities to verify that appropriate data gathering and testing techniques are employed meeting a variety of national standards. Adequate data are obtained without collecting superfluous information. December 12, 2006 R FQ#04-06/07 MACTEC engineers supervise and control testing services, provide engineering judgments and recommendations based on reliable data, and monitor the implementation of recommendations throughout the construction process. Construction testing engineers carry out simple tests as well as sophisticated and complex quality control programs. Construction and Materials Engineers are supported by fully trained technicians, with experience and national certification, working directly under their supervision. Our Miami Lakes soil lab is fully qualified to provide materials testing services. MACTEC also provides engineering technicians at job sites to provide the following services: • Field density testing, as needed • Soil laboratory tests on representative sub -grade, fill and base materials ■ In-place nuclear field density tests to verify the percentage of compaction achieved by the contractor • Sample fresh concrete ■ Make slump tests • Monitor air content and concrete temperatures ■ Cast 6 x 12 -inch concrete cylinders • Perform compressive strength testing of concrete cylinders • Sample asphaltic concrete ■ Monitor asphalt temperatures 1. Quality Control Testing — Specifications are enforced through quality control in construction. MACTEC's method of systematic testing of construction materials is the means by which the architect, engineer, and owner can be sure that materials being used by the contractor are of the quality specified. This assurance directly affects the success of a project from the standpoint of life service, safety, budget and schedule. 2. Nationwide Services and Capabilities — MACTEC's more than 100 nationwide offices are staffed and equipped to provide trained engineering technicians at construction sites throughout the U.S. to perform the required tests and inspections related to soils, concrete, masonry, foundations, roofing, steel, and pavement systems, as well as bolt tightness and nondestructive testing (NDT). We operate certified construction materials laboratories that perform tests on soil, steel, and concrete samples; mix design and 4 'MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 verification testing of Portland Cement and asphaltic concrete mixes; and provide engineering consultation when required. MACTEC's experienced technicians are certified by ACI and CTQP. All field testing is reviewed by graduate engineers who have previous experience with construction of structures (including massive concrete and steel structures), roads, bridges, parking lots, and airfields. 3. Onsite - Fundamental elements of this work are field construction services for subgrade preparation and stabilization, foundation excavation and placement, concrete and rebar testing and inspection, as well as asphaltic concrete pavement inspection and testing. Further, these duties are supplemented by various aggregate, materials and batch plant inspections, both concrete and asphalt, as well as mix design verifications. In addition, our technicians, engineers and inspectors focus on providing timely client service, communication and correlation of activities both on- and offsite in support of construction. 4. Offsite - Duties away from the construction site include steel fabrication shop welding inspection and NDT tests, precast yard and batch plant inspection for major structural elements. We recognize that timely delivery of quality structural members to the project site, ready for smooth erection, is vital to the construction sequence and, of course, directly affects schedule and quality. Additional materials and asphalt services provided by MACTEC include by are not limited to: • Absorption • Air Content • Bitumen Content (extraction) • Compression Testing of Field Cores • Concrete Cylinders: slump test, casting, transporting, curing and testing • Field Coring (2" or 4" cores) • Mortar Cubes • Pavement Section Thickness Determination using 2" or 4" Core Drill • Quantities of 10 or more • Sieve Analysis of Extracted Aggregate • Specific Gravity of Asphalt Cores for Density Determination • Stability Tests (Hubbard Field or Marshall) • Swiss Hammer Test • Unit Weight of Concrete • Windsor Probe Our local office and laboratory has participated in many projects of similar magnitude with great success. MACTEC's laboratories are certified by the Florida Department of Transportation (FDOT) as well as the US Army Corps of Engineers (USACE), the American Council of Independent Laboratories (ACI), and the Construction Materials Engineering Council (CMEC). 5 OMACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 CONSTRUCTION MATERIALS ENGINEERING COUNCIL, INC. This is to certify that this laboratory has been Inspected and found to meet the requirements for performing the local and national standards listed below for the inspection and testing of construction materials. MACTEC ENGINEERING 8 CONSULTING, INC. MIAMI LAKES, FL Inspection details are documented in Report 11034 dated 8/22/00. Accreditation must be renewed annually and is applicable only for the facility at the above given location. AASHTO R18, ASTM E329, ASTM C1077, ASTM C1093 0000mN4: 031/0152 039038 01367121 0143/9110 0172/T141 0173/0196 C231/1152 0511 0810/031 01060 01231 C42/124 0303 Agsr584: 025/119009121 01177111 0127/086 C12a154 0136/T27 0702/7248 Masonry: 0140 0511 01010 900 Aahae: Gloomiest CMEC Chairman: Dan Dunham Executive Director 6rr.l SPok4.aa Christopher J. Robinson, P.6. CONSTRU ENGINEEP CTION MATERIALS ING COUNCIL, INC. ThJs is to certify that this laboratory has been inspected and found to meet the requirements for performing the local and national standards listed below for the inspection and testing of construction materials. MACTEC ENGINEERING 8 CONSULTING, INC. MIAMI LAKES, FL Inspection details are documented in Report 11034.1 dated 2/7/2006. Accreditation must be renewed annually and is applicable only for the facility at the above given location. Aggregate Masonry M Sail 0421/067 99 5 0e9001557nB9 1100 01140 02216/1265 02912030178310 FM 04316ITBB 990 FM 5515 Asphalt Chemlut CMEC Chairman: ?)/t4.tosf Michael Whisonant Executive Director. a"°t�a � fRa&,r4Dra Christopher J. Robinson, P.E. DEPARTMENT OF THE ARMY ENGINEER RESEARCH ANO DEVELOPMENT CENTER CORPS OF ENGINEERS GEOTECHNICAL ANO STRUCTURES LABORATORY WATERWAYS EXPERIMENT STAT., 3999 HALLS FERRY ROAD vICKSBURG. MISSISSIPPI 191094199 January 13. 2006 Geolechnical and Earthquake Engineering Branch Mr. Ron CosantTM MACTEC Engiineerirp and Consulting, Inc. 5845 NW 158 Street Miami Lakes, FL 33014 Dear Mr. Costanti ti This is in reference to your check no. 412126, dated October 7. 2005. An nspecton of your materials testing laboratory was performed on September 29-30, 2005. You provided deficiency corrections l9 the Material Testing Center (MTC) on November 21, 2005. These doSooncy conectiona were compared to the ASTM Standards tor compliance and fend to be satisfactory by the nspector who visited your laboratory. Your Duality System meals Oro retars. The material test methods that you are e validated to performfor the U.S. Army Caps of Engmee,s are: Aggregate Tests: ASTM 040, C117, C127, C128. C136, C I42, C586, C702, 875, and 05821. Bituminous Tests: ASTM 02726, 02950, end 03666. Concrete Tests: ASTM 031, C39, 0138, C143, 0172, 0173, C231, C1064, C42. C78, C19: 0470, 0511, C617, 01077. and C1231. Masonry, Morar, & (rout Testa: ASTM 0109 and C1019. Rock Tests: ASTM D2938 and 04543. Soil Tests: ASTM D421, D422, D898,13554. 01140, 01556. D1557, 51883. 021818 02168, 12216, 02217, 02487, 02488, 02922, 03017, 03740. 04220, and 04318. We will i u list of commercial lab0ratoriee qualified to conduct matoniatBsls for the U.S. Army Corps of Engineer, see the MTC page at htlo//www.wes.armv.m0/SUMTC/mtc hint. AU Caps offices yell be notified of this decision and wdl have the opportunity to use your services. MACTEC Engineering and Consulting, Munn Lakes, FL will remain on our list of laboratories qualified t0 conduct material tests until September 29, 2008 three (3) years from the date of the inspection. Copy Furnished: Mr. Bruce 008800ni, Jeccsonvdle District Mr. Don Stephens, Jacksonville District Sincerely. Daniel A. Leave!! 6 OMACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 At MACTEC, we manage more than our projects — we manage our performance. Experienced professionals of the firm oversee every project, from start to finish. They monitor performance, act as liaison between MACTEC, regulators, and the client, and make certain that the client's needs are met. By establishing a relationship where information is communicated effectively, and by providing in-house quality control, we keep your project on track, on time, and within your budget. MACTEC understands that the overall quality project performance is directly related to availability of staffing, future project commitments and office utilization. A key factor to providing the quality product relies on meeting construction schedules and providing services lines that are continuously available on short notice. MACTEC's depth and breath of resources and our Florida coverage area offers the City stability and availability to handle any size project at anytime. As previously discussed, our local Miami Lakes office location, with a total staff of 100+ employees, will be responsible for this contract, located at 5845 NW 158th Street, Miami Lakes, FL 33014. Our standard hours of operation are from 8:00 a.m. to 5:00 p.m. Monday through Friday but can be available at the City's request outside of these standard working hours. Currently, MACTEC does not have resources committed to a long-term engineering consulting agreement that would prevent us from performing on this contract. We firmly believe that we can address the needs of the City of Miami Beach with the existing staff. Our laboratories in Miami Lakes and West Palm Beach have the capacity to meet the testing needs throughout South Florida and are inspected and approved by the Florida Department of Transportation (FDOT), the United States Army Corps of Engineers (USACE) and the Construction Materials Engineering Council (CMEC). In addition, the full service capabilities of MACTEC will allow for comprehensive field -to -finish capabilities, from project inception, through completion. All members of MACTEC will be committed to this project and are available for the life of this contract on an as -needed basis. The availability of our staff will allow for the initiation and completion of any task required in a minimum amount of time. As previously discussed, MACTEC is dedicated to providing exemplary services to it's clients and will spare no efforts in exceeding the expectations of the City of Miami Beach when completing requested task orders, if given the opportunity. Attached, for your review, please find MACTEC's list of projects undertaken in the past five (5) years as well as our SF 254. Given the fact that some of these projects are long-standing, contact information may not be current. If requested, MACTEC can provide contact information for any given project, if needed. 7 MACTEC engineering and consfruding a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Project Manager's Experience December 12, 2006 RFQ#04-06/07 For this contract we have selected Mr. G. Thomas McDaniel as the Contract Manager for the City. Mr. McDaniel has managed and provided principal technical review on hundreds of geotechnical explorations over the past 28 years. His current responsibilities include planning, analysis, execution and review of geotechnical projects to determine soil and rock properties for use in design of foundations for civil engineering projects from roadway and railways to complex roadway bridges and tunnels. His experience includes analysis and evaluation of data, recommendations for foundation types and site preparations, analysis of deep and shallow foundation systems and field inspection of foundation construction including shallow foundations, driven piles, drilled shafts, pressure injected footing and grouting. His experience has also included slope stability evaluations, and evaluation of geosynthetics applications in geotechnical engineering, and geotechnical ground improvement techniques. Mr. McDaniel has provided project management for geotechnical exploration programs for approximately 4.7 miles of elevated rapid rail transit system guideways, six elevated rapid transit stations and the maintenance yards and shop facilities for portions of the Miami Rapid Transit System. Mr. McDaniel successfully managed these geotechnical explorations which had a combined geotechnical budget of over $1M. Significant cost savings for project foundations were made by providing shallow foundation design alternatives to planned deep foundations for a large portion of the transit system foundations. Mr. McDaniel has acquired additional mass transit experience during his management of the preliminary geotechnical exploration for the Jacksonville, Florida People Mover (rubber -tired rapid transit system). This project included 4.5 miles of transit line and 12 stations. Various preliminary foundation alternatives were considered for the system. Mr. McDaniel has also managed geotechnical exploration programs for multi-laned highways, city streets, railroads, and bridges and parking areas. In South Florida, he performed geotechnical explorations for the Florida Department of Transportation and Miami -Dade Expressway Authority, among others. Project Manaaer Past Experience ■ Miami Intermodal Center (MIC) — Rental Car Facility and MIC Terminal Access Roadways - Performed extensive geotechnical explorations including soil test borings, rock coring and laboratory testing for foundation analysis and design recommendations for Rental Car Facility and Roadway Bridge Structures for construction project. ■ Tri -Rail Double Track Corridor Improvements, Segment 5 Design/Build Project - Mr. McDaniel is the Principal Geotechnical Engineer for the extensive geotechnical exploration for this 71.7 mile commuter rail project. The project includes new mainline trackage, 2 new stations, and numerous new bridges for canal crossings. • Jewfish Creek Bridge over Intra Coastal Waterway, Key Largo - Mr. McDaniel is the principal Geotechnical Engineer for the extensive geotechnical exploration for this high level 8000 foot 4 -lane highway bridge over the Intra Coastal Waterway. MACTEC is performing over -water soil/rock core borings using a barge in order to provide foundation design information. Laboratory testing of rock core samples will be performed to obtain rock strengths for foundation analysis. MACTEC is also performing slope stability analyses for earth embankments supported on subsurface soils improved by soil mixing. MACTEC will 8 MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 R FQ#04-06/07 perform inspection of the project foundation construction and will monitor the foundation load testing, including quality control inspections for various phases of the construction. • NW 5th Street Bridge Replacement, Miami - Mr. McDaniel is the Principal Geotechnical Engineer for the geotechnical exploration of the 150 foot bascule bridge replacement over the Miami River, approach embankments, bulkheads and approach roadways. MACTEC is performing over -water and on -land soil and rock core borings in order to provide foundation design information. Laboratory analysis is being performed on rock core and soil samples to obtain information for foundation analysis and pavement design. • MacArthur Causeway Bridge, Miami - Mr. McDaniel was the Principal Geotechnical Engineer for the extensive geotechnical exploration for this high level 4 -lane highway bridge over the Intra Coastal Waterway. Geotechnical services included over water drilling, soil test borings and rock coring. High capacity drilled shaft foundations were recommended for this structure. • Miami Downtown People Mover, Brickell and Omni Extensions - Mr. McDaniel was the principal geotechnical engineer for both the Omni and Brickell sections of the Miami People Mover Extensions and has extensive experience with geotechnical explorations for elevated guideway systems. The Omni Extension consists of 1.5 miles of elevated light rail people mover. This extension crossed Interstate Highway 1-395 and had several passenger stations. Client: Parsons Brinkerhoff, Quade and Douglas, Inc. Project Manager: Mr. Bill Anido, P.E. The Brickell Extension has 1.2 miles of elevated light trail People Mover System. This system has a major river crossing and several passenger stations. ■ Port of Miami Tunnel, Miami - The Florida Department of Transportation (FDOT) began the PD&E study for a vehicular traffic tunnel connecting Interstate Highway 1-395 on Watson Island with the Port of Miami located on Dodge Island. The proposed tunnel was to be approximately 0.6 miles in length and pass beneath the main shipping channel of the port and the present cruise ship terminal on the north side of the Port of Miami. The purpose of the tunnel was to provide alternate access to the Port and to relieve heavy truck traffic congestion from the surface streets of downtown Miami. Mr. McDaniel was the Principal Geotechnical Engineer for MACTEC's evaluation of the subsurface conditions along the Port of Miami Tunnel alignment. This evaluation consisted of deep soil test borings with rock coring at locations along the alignment. Soil borings were performed on land on Dodge Island and Watson Island as well as over water in the Port channel. MACTEC's services included determining the subsurface soil/rock conditions as they related to tunnel, immerse tube, and cut and cover construction. Lab testing included unconfined compression testing of the rock cores as well as soil classification testing. MACTEC evaluated portal construction, including open cut sections as well as intermediate cut and cover tunnel sections which included dewatering, and earth retaining structures. For the channel crossing, MACTEC evaluated both bored tunnel and immersed tube construction. Tunnel parameters included soil/rock permeability, solution cavities in the rock, and rock abrasiveness to tunnel equipment. MACTEC also provided ongoing tunnel and geotechnical consultation to the project team throughout the PD&E process. The PD&E study included reviewing several concepts including a bored tunnel, cut and cover, and immersed tube tunnels. 9 MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Legal Claims Information December 12, 2006 RFQ#04-06/07 The number of claims that MACTEC has against its professional liability insurance coverage is commensurate with that of a 50 -year-old consulting engineering firm with revenues of over $500 million managed by over 100 offices nationwide. MACTEC considers any information regarding those claims to be confidential and proprietary business information subject to attorney-client privileges. Notwithstanding the incidence of claims, MACTEC makes every effort to resolve disputes with its clients or third parties as efficiently and amicably as possible. The Company is both plaintiff and defendant in litigation that arises from time -to -time in the ordinary course of business, and the number of claims that the Company has against it is typical of a 50 -year-old consulting engineering firm with revenues of over $500 million and managed by 100 offices nationwide. The Company considers any information regarding those claims to be confidential and proprietary business information subject to attorney—client privileges. Notwithstanding the incidence of claims, the Company makes every effort to resolve disputes with its clients or third parties as efficiently and amicably as possible. In the opinion of management, adequate provision has been made for all known liabilities that are currently expected to result from these claims and lawsuits, and, in the aggregate, such claims and lawsuits are not expected to have a material adverse effect on either the financial condition of the Company or its ability to perform under any contract that might be entered into with the City of Miami Beach. The estimates of adequacy could differ materially from actual results. MACTEC and its subsidiaries and affiliates have thousands of contracts and subcontracts for the performance of professional services outstanding at any given moment in time. Please be advised that many, if not most, of these contracts and subcontracts into which the subsidiaries and affiliates of MACTEC enter in the ordinary course of business contain provisions that allow the other party to terminate the contract and subcontract for convenience and/or for cause. Because of the volume of contracts, there is no formal system of procedures in place that would advise Executive Management of the Company of those contracts and subcontracts. Consequently, it is quite likely that such facts or circumstances exist under certain of those contracts and subcontracts which could give rise to a claim. 10 OMACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Previous Similar Protects Miami -Dade County Aviation Department — Miami Intermodal Center Project Description: Fees: Contract Time Limit: Owner of Pro'ect: Contact Name: •Jut-L•1UUu•tua►t IIII•14111. - • • - • • - -• MACTEC is a member of the Earth Tech team providing geotechnical exploration services for the Miami Intermodal Center (MIC) project, a multi faceted transportation initiative of the Florida Department of Transportation (FDOT). The MIC project will funnel all of the transportation modes in the greater Miami area, Tri -rail, Metro Rail, rental cars, and bus lines, to an area east of the Miami International Airport. The MIC project consists of two buildings, the rental car facility and the MIC Core Building, and all of the associated new at -grade roadways, elevated highways, bridges, and retaining walls. Associated facilities will include an underground baggage tunnel and a people mover to transport travelers and their baggage from the MIC facilities to the airport. December 12, 2006 RFQ#04-06/07 MACTEC is providing subsurface exploration services including drilling, field permeability testing, and rock coring, as well as analyses for support of buildings, at -grade and elevated roadways, and retaining walls. $328,000 12/30/2004 — On -Going Earth Tech, Inc. Steven Thompson (305) 592-4411 / (305) 716-5155 fax Various phases of the project have been completed and others are on-going. 11 'MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach FDOT District 6 — 5th Street Bridge Replacement Project Description: Fees: Contract Time Limit: Owner of Pro'ect: Contact Name: •Ij;t tL►1 uta t• MACTEC is providing geotechnical explorations for the 150 foot bascule bridge (4 -lane replacement) over the Miami River, including the approach roadways and bulkheads. Our services include performing over - water and on -land soil and rock core borings in order to provide foundation design information. Laboratory analysis is being performed on rock core and soil samples to obtain information for foundation analysis and pavement design. $120,000.00, 6/30/2004 — On -Going Hardesty & Hanover Mike Sileno (954) 835-9119 Early 2007 December 12, 2006 RFQ#04-06/07 12 4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Super Target, Boynton Beach, FL Project Description: Total Bid Price: Contract Time Limit: Owner of Project: Contact Name: `.i•1111=1tlS dILsJIlaki 1111•laE_ This project consisted of Materials Testing, Inspection, and Independent Laboratory Testing Contract with Target Corp. In general, MACTEC was responsible for observation and inspection of field services and December 12, 2006 R FQ#04-06/07 various materials testing to verify that construction elements were constructed in accordance with construction drawings and that construction workmanship conformed to standard building codes and governing construction specifications. The services performed by MACTEC covered all aspects of the project life cycle for building construction including but not limited to; site clearing and removal of ground cover, site soil stabilization and building pad compaction; observation of soil compaction testing for underground utilities; sampling and testing of concrete and mortar during building construction; laboratory construction material strength testing; foundation, masonry, steel and roofing inspection; monitored and inspected the roadway preparation including the stabilization of subgrade and limerock base materials and placement of asphaltic concrete for pavement access roadways. $208,000.00 12/21/04 — 6/5/06 Target Corporation 643 Bonaire Circle Jacksonville Beach, FL 32250 Steve Weller (314) 249-4148 2006 13 4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Wal-Mart Supercenter, Stuart, FL Project Description: Fee: Contract Time Limit: Owner of Project: Contact Name: Sei•111 t% 161 U d 11.11 [ l 11 1111.1-1l= ■1i l-1tl=l1u1 This project was part of a National Construction Materials Testing, Inspection, and Independent Laboratory Testing Contract with a Major Commercial Retail Client. In general, MACTEC was responsible for observation and December 12, 2006 RFQ#04-06/07 inspection of all field services which included various materials testing to verify that construction elements were constructed in accordance with construction drawings and that construction workmanship conformed to standard building codes and governing construction specifications. The services performed by MACTEC included oversight of all aspects of the project life cycle for building construction including but not limited to; site clearing and removal of ground cover, site -soil stabilization and building pad compaction; observation of soil compaction testing for underground utilities; sampling and testing of concrete and mortar during building construction; laboratory construction material strength testing; foundation, masonry, steel and roofing inspection; monitoring and inspection of roadway preparation including the stabilization of subgrade and limerock base materials and placement of asphaltic concrete for pavement access roadways. The entire work performed was completed approximately 12 months construction schedule. $209,760.00 12/14/2004 — 12/31/2005 Wal-Mart, Inc. Sam Walton Development Complex 2001 Southeast 10th Street Bentonville, Arkansas 72716-0550 Todd D. Basham (479) 204-0399 x 40399 2005 14 4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Martin County Roadway Improvements, Martin County, FL Project Description: Fee: Contract Time Limit: Owner of Project: Contact Name: �R•�ut.ty��u•JIt I L urai•1:4 ■ rauagiwK •1 la%� This work was a part of the off-site construction requirements for the Major Commercial Retail Store Wal-Mart Supercenter constructed in Stuart, Florida. Approximately two miles of Martin County roadway improvements along S.E. Market Street and Pomeroy Road were constructed. MACTEC provided quality control and verification of construction methods and materials testing. MACTEC was responsible for field inspection services and material testing including the determination of laboratory compaction characteristics for the subgrade, limerock and Marshal Mix asphalt as well as the field determination of in- place or as -built density for approximately two miles of roadway construction. Testing results were evaluated and compared to standard FDOT roadway construction specifications and laboratory test reports and inspection observation summary reports were provided to Martin County as part of the final roadway construction acceptance. $112,950.00 2005 Martin County Board of County Commissioners Paul Bangs, P.E. (772) 463-2848 2005 December 12, 2006 RFQ#04-06/07 15 4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach South Florida Water Management District, West Palm Beach, FL Project Description: Fee: Contract Time Limit: Owner of Pro'ect: Contact Name: Contact Phone Number: ■ lk l� -L- 2sitl J l l l 11 L J l s These services were a part of our South Florida Water Management District Geotechnical and Construction Materials Testing Contract. During our 2002-2005 Contract, MACTEC performed 14 task order assignments consisting of various geotechnical and construction material testing services. general, the service lines performed consisted of, but not limited to: large diameter wire line core drilling and environmental well installation; Pile Driving Analyzer (PDA) instrumentation including pile capacity determination for concrete driven piles; vibration monitoring with seismographs during sheet pile wall installation; field nuclear density testing, concrete sampling, and laboratory testing for field compaction characteristics; Deep artesian -well abandonment; subsurface exploration including rock coring and Standard Test Borings. The project sites were generally located from Dade, Collier, and West Palm Beach to Indian River County. The services performed consisted of the determination of lithology and sub -surface stratification characteristics, groundwater sampling, field quality control during construction of roadways, retaining walls and earthen embankments, foundation analysis of water control structures and culvert replacements, and abandonment of deep artesian wells. In 2005 MACTEC was re -selected for contract renewal until 2008. $261,000.00 2002-2005 South Florida Water Management District Bonnie Batchelor, Procurement Specialist 3301 Gun Club Road MSC 3720 West Palm Beach, FL 33406 (561) 682-2707 2005 (re -selected for contract renewal until 2008) December 12, 2006 RFQ#04-06/07 In 16 'MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Florida Turnpike Enterprise (FTE)/(FDOT), FL Project Description: Fee: Contract Time Limit: Owner of Pro'ect: Contact Name: eiS111 u m u:d i h11 I k t I I I I Ila l� •1=1 1I.i=!J1It i m This work consisted of the Florida Turnpike Enterprise's (FTE) various task order assignments for geotechnical and material testing services. MACTEC provided geotechnical engineering and field monitoring services consisting of Pile Driving Analyzer (PDA) and seismograph -vibration monitoring testing for several of the Turnpike and Sawgrass Expressway bridge widening projects from Sunrise to Boynton Beach, Florida. Professional services consisted of the determination and verification of deep foundation pile capacity during driving and the monitoring and recording of ground vibrations to determine the disturbance levels at adjacent residential and commercial structures. December 12, 2006 RFQ#04-06/07 Multiple material testing task orders have been performed by MACTEC to assist the FTE in the evaluation of roadway construction materials and to provide quality control and quality assurance in the asphalt production plants and the limerock stabilized road base quarries. Our professional services also incorporated roadway condition surveys where MACTEC performed highway lane closures with coordination from the Florida Highway Patrol and lane closure permits to sample cross- section cores of the pavement. $913,810.00 (to date) / $2M Contract Budget 4/25/2002 — 4/24/2007 Florida Turnpike Enterprise Wing Heung, P.E. Pompano Service Plaza Mile 65 Pompano Beach, Florida 33069 (954) 975-4855 x1154 Various assignments completed and others on-going. 17 4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Tri -Rail Double Track Corridor Improvements Program, FL Project Description: Fee: Contract Time Limit: Owner of Pro'ect: Contact Name: ei•iuI.r•i■:du•1Ira►i uu•iaf� South Florida's Tri -Rail System is the commuter line that runs between Miami and West Palm Beach and serves several major metropolitan areas along the Atlantic Coast. The Tri -County Commuter Rail Authority, which operates the system, is in the process of developing Segment 5, the double tracking of the final 45 miles of the South Florida Rail Corridor. Upon its completion in 2006, the project will enable Tri - Rail to run 20 -minute headways (time between trains) during morning and evening rush hours. December 12, 2006 RFQ#04-06/07 The design / build team of Tri -County Rail Constructors chose MACTEC to perform geotechnical engineering services, including drilling, lab testing and engineering analysis, in conjunction with the many individual projects comprising the larger scope of work. Segment 5 projects include installation of new track; upgrades to existing track; construction / rehabilitation of bridges over 12 canal crossings; construction of a high-level, fixed span -rail bridge over the South Fork of the New River; renovation of nine existing rail stations; demolition / re -construction of a new station in Boca Raton; and signal and crossing upgrades. MACTEC team members provided an extensive knowledge of and experience with the subsurface geology of southeastern Florida. Field services for this project included coordination of four drilling crews performing approximately 8,000 feet of borings (SPT and rock coring) and in-situ permeability testing. $1,747,500.00 2003-2006 Tri -County Rail Constructors Rein Allikberg 1100 Park Central Boulevard, Suite 3500 Pompano Beach, Florida 33064 (954) 605-4193 2006 18 4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 Florida Department of Transportation (FDOT) District 4 Geotechnical Engineering & Materials Testing Contract WO#1 Project Description: Contract Time Limit: Owner of Pro'ect: Fee: Owner of Pro'ect: Contact Name: Project Description: Fee: Contact Phone Number: ■lll:l r . •1141' Signal Mast Arm Improvements — SR 60 Indian River / Vero Beach, FL Work Order 01 consisted of performing geotechnical exploration and determination of soil parameters for the design of deep foundation drilled shaft construction in Vero Beach, St Lucie County, Florida. Proper coordination and scheduling to obtain utility clearance, right of entry, and MOT was essential to meeting the anticipated project timeline. A Right of Way Permit was filed at the City of Vero Beach and an evaluation of the necessary MOT was required to obtain a temporary lane closure permit to access boring locations. Engineering analysis, engineering reporting and laboratory testing was conducted out of the West Palm Beach MACTEC office. $16,000.00 11/17/2005-11/16/2008 FDOT Terrance Walters (954) 475-4102 ext 119 2/20/2006 Florida Department of Transportation (FDOT) District 4 Geotechnical Engineering & Materials Testing Contract WO#2 Contract Time Limit: Contact Name: toi•J I I I L' .:d I V11 la ► I I I A •la f� ■&: lla'l t .l la l� • Drilled Shaft Independent Quality Assurance Inspection Work Order 2 consisted of performing Independent Quality Assurance (IA) Drilled Shaft Inspection for the FDOT during the installation of drilled shaft construction as part of the Hurricane Restoration and County Improvements. FDOT certified and trained senior testing technicians have performed IA inspections from Indian Beach County to date. $9,369.00 11/17/2005-11/16/2008 FDOT David Stanford (954) 475-4102 ext 129 Various Inspections Completed 1/2006 through present River County to West Palm 19%MACTEC engineering and constructing a better tomorrow Project Description: Owner of Pro'ect: Contract Time Limit: Fee: Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 Florida Department of Transportation (FDOT) District 4 Geotechnical Engineering & Materials Testing Contract WO#5 Contact Name: jR•IuI=1KuUu•Juau uu•1lI SR -5 Noise Barrier Wall, Box Culvert Extension, Retention Pond Improvements Work Order 5 consisted of performing geotechnical subsurface exploration and engineering evaluation of the soil characterization for the planned construction of approximately 700 ft of a Noise Barrier Wall, Box Culvert Extension, and two large Retention Ponds. The field exploration required the submittal of a General Use/Right of Way Permit as well as the coordination and planning of Maintenance of Traffic (MOT) plans to facilitate safety and accessibility to the desired testing locations. An All -Terrain -Vehicle (ATV) mounted -drill rig was utilized to drill the retention pond borings and to install and perform five constant head permeability tests within the planned retention pond area. Engineering analysis, engineering reporting and laboratory testing was conducted out of the West Palm Beach MACTEC office. $28,327.00 11/17/2005-11/16/2008 FDOT Terrance Walters (954) 475-4102 ext 119 7/17/06 20/4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 U.S. Army Corps of Engineers (USACE) Herbert Hoover Dike Geotechnical Exploration Project Description: This project was one of many performed by MACTEC under it's second Indefinite Delivery /Indefinite Quantity (ID/IQ) contract performed for the U.S. Army Corps of Engineers. MACTEC provided geotechnical parameters imperative to the restoration of the existing Herbert Hoover Dike bordering the southeastern section of Lake Okeechobee. The project consisted of approximately 15 miles of subsurface exploration from nearly 2 miles south of the Pahokee State Park northward to Port Myaca. SPT/ 4 -inch rock core borings were performed on the landward slopes of the existing dikes ranging from 2.5: 1 to 4: 1 in horizontal to vertical respectively. A total of 46 borings were performed to depths ranging from 30 to 35 feet below the existing slope near the toe of the dike. The borings were generally spaced every 300 feet. In addition, post holes were performed adjacent to each boring location and bulk samples were obtained for representative testing. Surveys were provided at each boring location. Various laboratory classification testing was performed on samples obtained during investigation. To successfully complete this assignment, it was necessary to utilize MACTEC's ATV mounted drill rig with hydraulic extensions in order to access and effectively operate drilling equipment under harsh project conditions. Additional proiects under this contract included: 8.5 Square Mile Area, Miami - Dade County, FL - Subsurface information consisting of geophysical exploration and standard test borings with rock core recovery was obtained in an effort to support the Modified Water Deliveries (MWD) Project. MACTEC was responsible for obtaining the Right of Entry for nearly 150 properties prior to the commencement of work. Project Cost: $217,000 Project Contact: Mr. Jacob Davis, (904) 232-1970 Year Completed: 2001 21 4MACTEC engineering and constructing a better tomorrow Owner of Pro'ect: Fee: Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Contract Time Limit: Contact Name: wR•JItt IP Urlt•Jllakt 1111•la!' 2 ■1� l L 1' 1Jtal�� December 12, 2006 RFQ#04-06/07 Central & South Florida Restudy Project - MACTEC conducted study to provide geotechnical and hydrogeologic information across a three county area in South Florida. MACTEC drilled 31 soil test borings to depths of between 30 and 130 feet below the ground surface. In addition, a total of 240 feet of auger borings were drilled as "companion holes". Forty-seven recharge tests were performed. Project Cost: $209,000 Project Contact: Mr. Ken Hardee, (904) 232-1970 Year Completed: 2000 Canal C-11 - Geotechnical Data for Flood Control, South Florida. MACTEC drilled borings on land and over water to depths of 30 to 50 feet. Fourteen SPT borings from 15 - ft to 50 -ft each as well as coring of the limestone formation to obtain four -inch diameter rock cores were completed. Laboratory tests included sieve analysis, moisture content, specific gravity, and loss of ignition. It was necessary to utilize our portable barge and boat that could access a relatively narrow canal. Project Cost: $84,000 Project Contact: Mr. Chris Brown, (904) 232-1970 Year Completed: 1999 10 -Mile Creek, Saint Lucie, FL - The study provided geotechnical and hydrogeologic data. MACTEC drilled 38 soil test borings ranging from 15 to 25 feet below the ground surface. A total of 315 feet of auger borings were drilled adjacent to the soil test borings. Twenty recharge tests were performed. Laboratory tests including grain size distribution tests, moisture content tests, and Atterberg limit tests, were conducted. Project Cost: $72,000 Project Contact: Mr. Sam Honeycutt, (904) 232-1970 Year Completed: 1999 $133,000.00 / $3M Contract Budget 5/20/1995 — 9/29/2004 U.S. Army Corps of Engineers Sam Honeycutt P.O. Box 4970 Jacksonville, FL 32232 (904) 232-1970 2004 22 lMACTEC engineering and constructing a better tomorrow PROJECT_NAME 100 ANDALUSIA CONDOMINIUM 15 -STORY CONDO ON BAY T OCEAN EST SWIM POOL UNION BANK - NEW DRIVE THR '209th STREET BACK FILL 2525 PONCE DE LEON 2525 PONCE DE LEON BLVD 3 STORY MODULAR BLDG-MDCPS LLL 3055 HARBOR DRIVE 40 ACRE - KENDALL SITE 4070002225-2 4070002225-3 4070002243-3 4070022850-2 4070022890-2 4070022968-2 4070091799-2 6 INCH WATERMAIN REPLACEMENT 6 -STORY PARKING GARAGE 87 AVE BRIDGE OVER 1-75 87TH AVE BRIDGE OVER 1-75 ADONEL MISCELLANIOUS TESTING AGGREGATE TESTING - CURSA MINE AKOYA CONDOMINIUMS GARAGE ALDEN HOTEL AMELIA EARHART ELEM SCHOOL AMERICAN SR HIGH SCHOOL ANDRX - GMP RENOVATIONS ANDRX LOADING DOCK OVERHEAD ANODYNE -MIAMI ARMY/NAVY OUTDOORS ART INSTITUTE AST FUELING FACILITY ATLANTIC BLVD TRAILHEAD vENTURA HOSPITAL PK. GARAGE :NTURA MEDICAL ARTS BUILDING ',VENTURA MEDICAL BUILDING AVENTURA MEDICAL PARKING GARAG AVENTURA PARKING GARAGE B & C CONTRACTING CO. BAPTIST HOSP. PERC. TEST BAY HARBOR BRIDGE PDA BAY POINT SCHOOLS BLDG 6 BAY SHORE CLUB HOUSE BAY WALK CONDOMINIUMS BAYVIEW VIII CONST. INSP. BEAN ENVIRONMENTAL LAB TESTING BEL AIRE PAVEMENT CALCS BELLSOUTH GUARD HOUSE BEN FRANKLIN ELEM BERKEL ROCK CORING TARMAC BIG PINE KEY BLDG BAY 7G -CORDIS BLDGS 5000/7000 N.CAMPUS BLUE RIDGE PARKWAY 2D16 BLUE RIDGE PARKWAY 2H2J BLUE RIDGE PARKWAY 2N17 BOCA CHICA NAVAL AIR FACILITY BOOKER T. WASHINGTON HIGH SCHO BOWMAN FOSTER ASH ELEMENTARY BOYD ANDERSON SCHOOL BRANDSMART USA PORT 95 BRICKELL VIEW CONDOMINIUM BRICKELL VIEW BRICKELL VIEW CONDOMINIUM BROADVIEW ELEMENTARY SCHOOL WOWARD COUNTY SHERIFF OFFICE )WN & BROWN ARCHITECTS /AN ELEMENTARY SCHOOL BSA COUNSELOR HOUSING BUILDING 600 - MDC BURDINES FURNITURE GALLERY BURN BLDG/TRAINING FACILITY PROJECT_MANAGER McDaniel, George T. McDaniel, George T. Hart, Jacqueline Denise Murphy, Dennis Joseph Lubinski, Steven A McDaniel, George T. Hart, Jacqueline Denise McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. Costantini, Ronald G. Costantini, Ronald G. Murphy, Dennis Joseph Ryba, Todd M. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Arminana, Freddy L. Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph Lubinski, Steven A Lubinski, Steven A McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Costantini, Ronald G. Murphy, Dennis Joseph Murphy, Dennis Joseph Lubinski, Steven A McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Leung, Kevin Kui Wan McDaniel, George T. •Costantini, Ronald G. McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Lubinski, Steven A Murphy, Dennis Joseph Lubinski, Steven A Hart, Jacqueline Denise ICostantini, Ronald G. ADDRESS DAYCO HOLD MERCO um..) FIRESTONE u ELEMENTS rsr, WHITING Tl rtiin HINES 7� HINES MIAMI DADE X12 M ECKER & THE ursttr r •0E HARRY rtI'rr HARRY rtrrr. JAMES B. Mrr MIAMI DADE t` CAMPUS CURSA S A ALLEGUEZ Aw„, DAVID LAND BROWARD LLiOPANS RD. MERCO ii Mu. NETWORK t NETWORK t.v, ADONEL CON' CURSA S A MERCO Gnu t LINS AVE. KINNtrtt i rit. MIAMI DAut MIAMI DAut X800 WHITING WHITING Tl ni FERGUSON-F ACCESS CON: 1601 BISCAI ry CHEROKEE tr BROWARD CA:DREWS AVENUE GREENFIELD ;0E RTH PARTNEFOE GREENFIELD 0E WHITING TUrv0 WHITING TUrti0 B&CCON11-t RO ARO- i to 'HARDESTY Ani ELEMENTS AFO TRAN CONa i r IBAY WALK vu FISHER ISLAI"I BEAN STUY.`C BEL AIRE ON 'NETWORK Lu BROWN AND :1 BERKEL & wr CCI, INC 1 CORDIS, A JOI 025700 MIAMI DADE .,,, 104th STREET BEISW ENGERO BEISWENCC^0 BEISWENC1Cf10 PEDRO FALCC BROWN AND 1 MIAMI DADE C„) SCHOOL BOA' WHITING TU'110 BAP DEVELOOR SUMMIT PRO. BAP DEVELOr10 OR SCHOOL BO BROWARD CC BROWN AND rOPANS RD. MIAMI DADE C I BOY SCOUTS '7 MIAMI DADE C;152079 H C BECK LTD 104 STREET MIAMI DADE CITY MIAMI MIAMI BEACH MIAMI BEACH TAMPA MIAMI CORAL GABLES CORAL GABLES MIAMI FT. LAUDERDALE BOCA RATON JACKSONVILLE JACKSONVILLE FT. LAUDERDALE MIAMI MIAMI SPRINGS CORAL GABLES MIAMI POMPANO BEACH MIAMI BEACH MIAMI MIAMI MIAMI MIAMI SPRINGS MIAMI BEACH MIAMI MIAMI NORTH MIAMI BEACH FL DAVIE DAVIE HENDERSONVILLE TAMPA NEW YORK MIAMI LAKES FT LAUDERDALE BOCA RATON BOCA RATON BOCA RATON FT. LAUDERDALE FT. LAUDERDALE KISSIMMEE MIAMI SUNRISE TAMPA MIAMI BEACH KEY BISCAYNE FISHER ISLAND NEW ORLEANS MIAMI BEACH CORAL GABLES MIAMI POMPANO BEACH ANCHORAGE MIAMI LAKES IMIAMI SUNRISE SUNRISE SUNRISE BIG PINE KEY MIAMI MIAMI FT. LAUDERDALE FT. LAUDERDALE MIAMI FT. LAUDERDALE MIAMI FT. LAUDERDALE POMPANO BEACH MIAMI MIAMI IRVING MIAMI IBOCA RATOM IMIAMI STATE POSTAL _CO Total Revenue FL 33131 4,820.00 FL 33141 9,160.00 FL 33139 500.00 FL 33606 2,825.00 FL 33131 2,683.25 - FL 33134 1,631.25 FL 33134 865.0G FL 33132 7,725.50 FL 33315 3,032.50 FL 33431 687.50 FL 32216 FL 32216-9226 FL 33312 FL 33176 18,460.70 FL 33166 3,022.50 FL 33134 1,437.50 FL 33157 1,801.75 FL 33069 366.40 FL 33141 5,975.00 FL 33126 2,400.00 FL 33126 0.00 FL 33172 2,532.55 FL 33166 6,825.00 FL 33144 13,775.22 FL 33193 2,289.75 FL 33132 1,054.00 33169 1,089.45 FL 33314 7,133.85 FL 33314 7,237.50 TN 37075 3,324.46 FL 33605 2,570.70 NY 10176 7,367.30 FL 33016 6,342.32 FL 33301 1,225.00 FL 33431 16,325.25 FL 33431 74,600.00 FL 33431 10,450.00 FL 33334 13,590.00 FL 33334 50,737.05 FL 34746 1,200.00 FL 33155 1,810.00 FL 33323 10,868.75 FL 33606 4,855.00 FL 33139 3,900.07 FL 33149 12,675.00 FL 33109 82,661.37 LA 70151 750.001 FL 33141 1,350.001 FL 33146 0.001 FL 33180 4,556.251 FL 33069 4,500.001 AK 99501 7,079.251 FL 33102 FL 33176 0.001 FL 33326 57,307.55 FL 33326 95,887.12 FL 33326 62,156.96 FL 33043-4516 2,995.00 FL 33180 4,957.12 FL 33132-1308 1,144.75 FL 133312 48,399.67 FL 33334 3,746.00 FL 33133 2,048.00 FL 33304 2,477.50 FL 33133 122,460.58 FL 33312 2,785.00 FL 33069 668.20 FL 33180 4,500.00 FL 33132-1308 877.40 TX 75015-2079 4,275.0E FL 33176-3393 16,812.00 FL 133434 1 FL 133176 1 4,856.70 PROJECT_,NAME Best Buy Bird Road C-2 CANAL RESTORATION BI 19950 BUILDING MP OWAISSA BAUER CANAL POINT USAD - PDA CARMAX STORE # 7202 CARMAX STORE #7202 CARMAX-MIAMI LAKES # 7198 CAROL CITY MIDDLE SCHOOL CARVER RANCHES LIBRARY CASTLE HILL ELEMENTARY SCHOOL CC -1 SCHOOL CCTV POLES CEI FLORIDA KEYS CHECKERS -OAKLAND PARK CHEROKEE ENTERPRISES CHEVRON SURGE TANK CHRYSLER JEEP DEALERSHIP CIRCLE SITE PRIMARY LEANING CE CITY OF MIRAMAR POLICE STATION CLUBHOUSE AT THE ALF COCONUT CREEK HIGH SCHOOL COCONUT GROVE ENCLAVE COCONUT GROVE ENCLAVE COLOMER PUMP STATION -ENG & ENV CONC. FIELD VERIFICATION CONCOURSE J FLOOR MOISTURE TES CONCRETE LAB VERIFICATION CONTINUUM PHASE II CORAL GABLES APT. CORAL GABLES SENIOR HIGH CORAL REEF NURSING HOME CORAL WAY ELEMENTARY SCHOOL CRANDON GOLF CLUBHOUSE -- ANDON PARK IMPROVEMENTS 1 HYDRO CONDUIT - RINKER uYPRESS RUN ALTERNATIVE SCHOOL D SCHOOL DD -1 SCHOOL DEERFIELD BEACH PW- TEST PILE DEERING BAY FENCE DERM-ANIMAL SHELTER DERM_ANIMALSHELTER DIETRICH SLAB FAILURE DILLARD HIGH SCHOOL DUNBAR ELEMENTARY EARLY CHILDHOOD CENTER 1-0074 EARLY CHILDHOOD CENTER ECC -1 ECC -1 ECC -2 ECC -3 ECKERD # 175R UNIV MALL -PINES EDGEWATER EDS/EDT DEPLOYMENT EEC PARKING LOT ELEMENTARY SCHOOL "X" ELEMENTARY SCHOOL Y1 ELLISON HOUSE EQUITY ONE HOMESTEAD PROPERTY ERNEST LYONS BRIDGE EUGENIA B THOMAS ELEMENTARY EUGENIA THOMAS ELEMENTARY EVERCLEAR COMMUNICATIONS FAA ADMIN. WING REHAB. FAA -ADMIN WING REHAB FAIRFIELD DADELAND AIRFIELD DADELAND 1T CMT C-7999 —JT TWO # 11 ASPHALT FDOT TWO 2 C8F99 FDOT TWO 3 C8F99 FDOT TWO 4 C8F99 FDOT TWO 5 C8F99 PROJECT _MANAGER Lubinski, Steven A Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Lubinski, Steven A Hart, Jacqueline Denise Murphy, Dennis Joseph Lubinski, Steven A McDaniel, George T. Hart, Jacqueline Denise McDaniel, George T. Lubinski, Steven A McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Padron, Eduardo J. Lubinski, Steven A Puche, Luis Enrique Murphy, Caridad R Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Ryba, Todd M. Murphy, Dennis Joseph Murphy, Caridad R McDaniel, George T. McDaniel, George T. Lubinski, Steven A Lubinski, Steven A McDaniel, George T. McDaniel, George T. Leung, Kevin Kui Wan Leung, Kevin Kui Wan Murphy, Dennis Joseph McDaniel, George T. Ryba, Todd M. Lubinski, Steven A McDaniel, George T. Lubinski, Steven A Lubinski, Steven A Lubinski, Steven A Murphy, Dennis Joseph Lubinski, Steven A Murphy, Dennis Joseph Costantini, Ronald G. Murphy, Dennis Joseph Lubinski, Steven A Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Lubinski, Steven A McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Costantini, Ronald G. McDaniel, George T. McDaniel, George T. Hart, Jacqueline Denise Murphy, Caridad R Murphy, Caridad R Murphy, Caridad R (Murphy, Caridad R ICostantini, Ronald G. ADDRESS CITY IMPERIAL RO WEST UNION GULF GROI r PANAMA CITY CABI DEVELl;O AVENTURA MIAMI DADE iAND DEVELOPMENT Cfv1IAMI J.J. SOSA At, TAMPA INDUSTRIAL t )0 ATLANTA INDUSTRIAL L,n0 ATLANTA INDUSTRIAL r-,00 ATLANTA MIAMI DADE i, AVE MIAMI BROWARD U1 IrTION MANAGEMEN FT. LAUDERDALE SCHOOL BC- FT. LAUDERDALE MIAMI DADE Li9 MIAMI MIAMI DADE 592075 FLORIDA Jrt' 111TH AVE. BOOS DEVELI CHEROKEE t MEI CONSUL an EARTH TECH 1n SCHOOL BO., CITY OF MIH,lAMAR PKWY GL HOMES ;n SCHOOL BO,, B. F. GROVE 1 B. F. GROVE t QUINONES DI, FLORIDA Utr COMMERCIAL0 FLORIDA Utr. THE CONTIN - TH POINTE DRIVE FAIRFIELD HE. SPILLIS CA, u CORAL r+ttr ALLEGUEZ ANL, METRO D.,ut MIAMI DADE AND DEVELOPMENT CSR RINKER SCHOOL BOA!, 14th COURT MIAMI DADE Lio MIAMI DADE 42 SHORELINE rL WCI COMMUN MIAMI-DADE ,,,1D AVENUE MIAMI-DADE Ln DIETRICH I u PO BOX 68 SCHOOL BOd,r, 14TH COURT BROWN AND q1 MIAMI DADE L,2ND AVENUE MIAMI DADE i,ti7 MIAMI DADE • AVE #309 MIAMI DADE AVE #309 MIAMI DADE , AVE #309 EQUITY ONE 1 EL -AD GROUr,0 DMJM AVh,1lug MIAMI DADE ,' SCHOOL B0. - MIAMI DADE LA„ AVE ZVONIMIR 1 tsc EQUITY ONE li HNTB CORPN MIAMI DADE LA2 AVE MIAMI DADE LA3E EVERCLEAR US utr i car 11 CARMON CO,t FAIRFIELD Dt, 01 FAIRFIELD Utaa FLORIDA DEPT FLORIDA DEPT FLORIDA DEPT:CT STATE ROAD FLORIDA DEPTEST STATE ROAD MIAMI MIAMI CLEARWATER MIAMI LAKES HOUSTON RICHMOND FT. LAUDERDALE MIRAMAR CORAL SPRINGS FT. LAUDERDALE MIAMI MIAMI SAN JUAN FORT LAUDERDALE MIAMI FORT LAUDERDALE MIAMI BEACH ELLIJAY CORAL GABLES MIAMI CORAL GABLES MIAMI MIAMI MIAMI FT. LAUDERDALE MIAMI MIAMI PEMBROKE PARK CORAL GABLES MIAMI MIAMI BLAIRSVILLE FT. LAUDERDALE, MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI LAKES TAMPA MIAMI FT. LAUDERDALE MIAMI MIAMI NORTH MIAMI ORLANDO MIAMI MIAMI WALTON MIAMI ALBERTVILLE CORAL GABLES GRAND PRAIRIE FORT LAUDERDALE FT LAUDERDALE 84 DAVIE 84 DAVIE FLORIDA utr 1 EST STATE ROAD 84 IDAVIE [FLORIDA DEPTEST STATE ROAD 84 IDAVIE POSTAL_CO Total Revenue STATE DE IA FL FL FL FL GA GA GA FL FL FL FL FL FL FL FL TX VA FL FL FL FL FL FL PR FL FL FL FL GA FL FL FL FL FL FL FL FL FL FL FL FL FL PA FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL KY FL AL FL TX FL FL FL IFL IFL AFL 52175 9,940.00 32401 619.0C' 33180 8,875.00- 33128 4,727.59' 33615 4,140.00 • 30326 30326 106,176.2C. 30326 45,522.25- 33132 4,068.04 33301 1,911.86 33312 25,908.83 33132 26,476.05 33159 9,049.80 33172 1,174,882.02 33759 3,600.00 33016 1,377.501 77079 2,850.0CJ 23228 9,500.0CA 33312 45,098.10 33023 7,848.50 33071 292.50 33312 3,061.00 33135 1,624.45 33135 3,628.10 00919-1743 25,455.85 33309 5,424.94 33142 0.00 33309 25,796.77 33139 41,800.00 30540 9,880.00 33134-3119 8,740.00 33157 5,915.00 33134 4,850.00 33128 28,736.23 33128 21,331.36 33178 33312 4,090.00 33132 69,740.27 33132 32,674.68 33023 3,490.85 33158 6,700.00 33130 33130 13,307.60 15717 4,965.00 33312 193,129.89 33180 1,387.50 33132 0.00 33132-1308 23,774.25 33132 6,134.10 33132 4,751.09 33132 1,006.00 33179 9,000.95 33016 2,752.50 33607 24,999.62 33176 4,481.00 33312 54,439.55 33132 50,483.70 33155 33179 32804 5,000.00 33132 32,800.00 33132 9,980.001 41094 1,776.531 33166 657.60 35950 11,898.501 33134 189,917.87 75050 4,350.00 33309 406,601.84 33309-3421 44,336.04 33325 8,334.77 33325 908.05 33325 1 8,283.631 J33325 1 PROJECT_NAME PROJECT_ MANAGER ADDRESS CITY STATE POSTAL-CODE Total Revenue FDOT-WO#1 ASPHALT FDT'S FOR MAS TEC N.A. '��DERAL AVIATION ADMIN INBERG-FISHER ELEM SCH -FEMA PROJECTS FEMA PROJECTS FIRST FLORIDA BUILDING FIRST OCEAN RESIDENCES FISHER ISLAND DAY SCHOOL FISHER ISLAND DAY SCHOOL FISHER ISLAND LOT 8 PILES FISHER ISLAND PARCEL 7 FISHER ISLAND PARCEL 9 FIU ART MUSEUM PILES FLOOR SLAB REPAIR FLORIDA ROCK & SAND FOOD AND SHELTER BLDG. FOREST GLEN MIDDLE SCHOOL ITV FORMER DOBBS/NOORDS PROPERTY FPL TRENCH FPN:228072-1-52-01 SR834 SAMPL FPN:405659-1-52-01 SR9936 PALM FRANK C. MARTIN SCHOOL FRS -AGGREGATE DIVISION FRS -PRESTRESS PRECAST CO FRS_AGGREGATE DIVISION FSS MISC. TESTING FT. LAUDERDALE HS Fisher Island Holdings LLC GANTRY CRANE MATERIALS TESTING GEC SERVICES GEC SERVICES GENERAL ASPHALT GENERAL AVIATION CENTER (GAC) .-GENERAL AVIATION CTR & GUARD S OSOL LAB TESTING .,G MIDDLE SCHOOL GIRL SCOUTS GRAND FLAMINGO GREEN GLADES ELEMENTARY SCHOOL GREENVIEW SIX ON THE GREEN H & J ASPHALT H&J ASPHALT HAGEN PARK @ WILTON MANORS HAMMOCK MID SCH WELD INSP HARBORDALE ELEMENTARY SCHOOL HARBORDALE ELEMENTARY SCHOOL HAULOVER MARINA PHASE 1 HAULOVER MARINA PILES HAVENS STEEL EXPENSES HAWK'S BLUFF ELEMENTARY SCHOOL HD McMILLAN MIDDLE GEO HERTZ PARKING GARAGE HIALEAH MIDDLE SCHOOL HIALEAH EXPRESSWAY HIALEAH MIAMI LAKES HIALEAH SENIOR HIGH SCHOOL HIGH SCHOOL - III HIGH SCHOOL JJJ HJ FOUNDATION OVER LOAD HOLLYWOOD RAIL STATION HR ENGINEERING SERVICES HR ENGINEERING SERVICES, INC. HRES LAB TESTING 1-395 PD & E GEOTECHNICAL 195 & HILLSBORO IAG - SOIL TESTING IN TILE TESTING J JOHNSON ELEMENTARY JAMES BRIGHT ELEMENTARY JAMES HUNT ELEMENTARY ITV TOWE JEWFISH CREEK - JACOBS JEWFISH CREEK ROCK CORING Murphy, Caridad R Murphy, Dennis Joseph Costantini, Ronald G. Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. Leung, Kevin Kui Wan McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph Hart, Jacqueline Denise Murphy, Dennis Joseph Murphy, Dennis Joseph Schiff, James A Lubinski, Steven A Lubinski, Steven A Lubinski, Steven A Murphy, Dennis Joseph Costantini, Ronald G. McDaniel, George T. Murphy, Caridad R Murphy, Caridad R Murphy, Caridad R Lubinski, Steven A Lubinski, Steven A Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A Lubinski, Steven A Hart, Jacqueline Denise Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Hart, Jacqueline Denise McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. McDaniel. Georae T. McDaniel, George T. McDaniel, George T. McDaniel, George T. )McDaniel, George T. FLORIDA DE MASTEC Of- FEDERAL A' 45719 MIAMI DADE `407 MIAMI-DAut MIAMI-DAut FIRST FLOE+ i FIRST OCEra:OX AVE. FISHER ISL.,i FISHER ISL. -.i' COASTAL Hu FISHER ISLAr FISHER ISLAr SHORELINE - DIETRICH I1 PO BOX 68 FLORIDA Hui KVH ARO - SCHOOL Cvr r. 14th CT. WRS INFRi.a RUBEN TEDI- APAC, INC. APAC, INC. MIAMI DADt 409 FLORIDA NUL 64 EAST FLORIDA rut, CEMEX FOUNDATION SCHOOL B0-. FISHER ISLAI. MIAMI DADE '1ST STREET EAC CONSUL,.0 EAC CONSUL,,0 GENERAL MIAMI DADE L'ES DIVISION MIAMI DADE GEOSOL INC SCHOOL BOr. GIRL SCOUT . AIMCO MIAMI DADE .,09 GREENVIEW H & J ASPHAL H & J ASPHAL DITOCCO Kul MIAMI DADE C12 SYNALOVSKI. SCHOOL B0, -.L. 14th COURT COUNTY OF N. FLOOR SHORELINE 1 - HAVENS STEZ IN KC & CHINA SCHOOL BOA; SUFFOLK COL HERTZ CORP; MIAMI DADE C12 GENERAL ASF MIAMI DADE C05 BROWN AND 1 SCHOOL BOA,,J. 14th COURT MIAMI DADE C12 HJ FOUNDATI. A C T SERVIC H R ENGINOE H R ENGIN= HR ENGINEER'.' METRIC ENGIr, TENEX ENTG f 0 IAG - INTERNA JOHN MORI/ r' MIAMI DADE C MIAMI DADE Cub SCHOOL BOA.r'5 JACOBS ENGINy. 14th CT. GRANITE COt:_GO FT. LAUDERDALE MIAMI ATLANTA MIAMI MIAMI MIAMI JACKSONVILLE MIAMI BEACH FISHER ISLAND FISHER ISLAND MIAMI FISHER ISLAND FISHER ISLAND PEMBROKE PARK BLAIRSVILLE FLORIDA CITY MIAMI FT. LAUDERDALE MIAMI MIAMI MEDLEY MEDLEY MIAMI BRADENTON FLORIDA CITY NAPLES CORAL SPRINGS FT. LAUDERDALE FISHER ISLAND MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI LAKES FT. LAUDERDALE MIAMI MIAMI BEACH MIAMI MIAMI BEACH MIAMI MIAMI POMPANO BEACH MIAMI HOLLYWOOD FT. LAUDERDALE MIAMI PEMBROKE PARK KANSAS CITY FT. LAUDERDALE WEST PALM BEACH ATLANTA MIAMI MIAMI MIAMI MIAMI FT. LAUDERDALE, MIAMI .MIAMI MIAMI MEDLEY MEDLEY MIAMI LAKES MIAMI CORAL SPRINGS MIRAMAR HOLLYWOOD MIAMI MIAMI FT. LAUDERDALE IFT. LAUDERDALE (TAMPA FL 33309 FL 331910 GA 30320 FL 33132-1308 FL 33130 FL 33130 FL 32202 FL 33139 FL 33109 IFL 33109 FL 33172 FL 33109 FL 33109 FL 33023 PA 15717 FL 33034 FL 33166 FL 33312 FL 33178 FL 33183 IFL 33166 FL 33166 FL 33132-1308 FL 34208 FL 33034 FL 34110 FL 33067 FL 33312 FL 33109 FL 33128-1970 FL 33174 FL 33174 FL 33166 FL 33159 FL 33159 FL 33014 FL 33312 FL 33157 FL 33139 FL 33132-1308 FL 33139 FL 33142 FL 33142 FL 33062 FL 33132 FL 33021 FL 33312 FL 33128 FL 33023 MO 64126 FL 33312 FL 33401 GA 30337 FL 33132 FL 33166 FL 33132 FL 33180 FL 33312 FL 33132 FL .33166 FL 33126 FL 33166 FL 33166 FL 33016 FL 33132 FL 33076 FL 33025 FL 33021 FL 33132 FL 33132 IFL 33312 IFL 33309 IFL 133687 176,886.20 292.75 19,204.24 4,539.15. 157,083.54, 17,560.18. 1,000.00 6,525.00 14,664.45. 4,270.00• 3,316.00 5,930.0x; 18,585.0x+ 5,354.85, 2,800.00+ 1,376.001 3,088.75' 26,787.371 500.001 87,864.401 21,886.00 33,821.00 24,600.33 9,255.00 13,367.34 70,656.35 2,709.00 1,340.25 11,629.98 0.00 1,570.00 84,847.85 16,646.00 33,420.00 85,777.10 2,000.00 12,323.65 1,159.45 12,762.95 4,338.00 1,251.75 7,436.40 395.00 1,783.00 4,529.50 29,614.12 8,769.92 37,189.91 6,907.25 7,475.00 4,300.77 2,189.951 13,515.001 477.501 12,595.251 137,479.141 115,341.001 5,400.001 5,351.25 17,715.58 0.00 1,155.00 3,743.37 1,033.75 1,500.00 7,825.00 6,540.00 2,769.25 2,964.251 2,000.001 PROJECT_NAME JEWFISH CREEK-JACOBS/GRANITE KCCS ASPHALT SERVICES Y WEST STEAM PLANT YSTONE PLAZA .KEYWEST NAS MARINA PDA LA SALA LAB TESTING-IAG LAKE FOREST ELEM. SCHOOL LAKE STEVENS MIDDLE SCHOOL LAKEFOREST ELEMENTARY 9 VAPOR LAWTON CORRECTIONAL FACILITY LC EVANS E.S. LEJEUNE RD WATER MAIN LINCOLN PLAZA LINDA LENTIN ELEMENTARY LOEWS HOTEL LUCKY STRIKE LANES LUCKY STRIKE LANES LaGORCE COUNTRY CLUB MADISON MIDDLE SCHOOL MAIN HIGHWAY MARATHON MOORING LINE MARGATE ELEMENTARY SCHOOL MARGATE MIDDLE SCHOOL MARKHAM ELEMENTARY SCHOOL MARLIN ENGINEERING MARTIN LUTHER KING E.S. MAST AM SAMPLE RD MASTEC MATHERS BRIDGE REHABILITATION MATHESON HAMMOCK ROADWAY MAYS MIDDLE TELECOM TOWER MDAD SECURITY ROOMS MDC SCIENCE BUILDING 3iC1C - BLDG 100 & 8000 C MEDICAL CAMPUS NDC SCIENCE BUILDING MDC-INTERAMERICAN CAMPUS BLDG MDCC BUILDING 600 MDCC-N BLDG 2000 LEAP & MATH P MDCC-N TELECOMMUNICATION DUCT MDCC-NEW 9000/CRIMINAL JUSTICE MDCPS STATE SCHOOL D MDCPS CAROL CITY MDCPS ECC -3 MDCPS HIALEAH SR. H.S. MDCPS MIAMI SPRINGS MDCPS MODULAR BUILDING PROGRAM MDCPS N. DADE MIDDLE MDCPS OJUS ELEM. SCHOOL MDCPS STATE SCHOOL A-1 MDCPS STATE SCHOOL CC -1 MDCPS STATE SCHOOL D MDCPS STATE SCHOOL DD -1 MDCPS STATE SCHOOL LLL MDCPS STATE SCHOOL U-1 MDCPS STATE SCHOOL V-1 MDCPS STATE SCHOOL Y1 MDCPS STATE SCHOOL YY1 MDHA WELLNESS CENTER MDHA WELLNESS CENTER MDX 11204 VERFICATION MDX 836 012 STEEL PLANT MDX 83601 068 MDX 83614 MDX 83619 MMX WO #1 -Project 40023 < WO #2 -Project 83615 WO#1 PROJECT 40023 MDX WO#2 PROJECT 83615 MDX-112-004-STEEL PLANT MDX-83612-VERIFICATION MEADOW WALK SIGN PROJECT_MANAGER McDaniel, George T. Hart, Jacqueline Denise Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph Hart, Jacqueline Denise Murphy, Dennis Joseph Leung, Kevin Kui Wan Murphy, Dennis Joseph Ryba, Todd M. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Costantini, Ronald G. Lubinski, Steven A Lubinski, Steven A Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Caridad R Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A McDaniel, George T. Murphy, Caridad R McDaniel, George T. Murphy, Dennis Joseph Lubinski, Steven A Lubinski, Steven A McDaniel, George T. Lubinski, Steven A Lubinski, Steven A Costantini, Ronald G. Costantini, Ronald G. Costantini, Ronald G. Costantini, Ronald G. McDaniel, George T. Murphy, Dennis Joseph Leung, Kevin Kui Wan Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Caridad R Murphy, Caridad R Hart, Jacqueline Denise Hart, Jacqueline Denise Hart, Jacqueline Denise Murphy, Caridad R Murphy, Dennis Joseph !Murphy, Dennis Joseph !McDaniel, George T. ADDRESS CITY JACOBS ENG60 KCCS ?00 HTM LLC 102 THE TOWER( HARRY PEPPI BAJA FRESH - IAG - INTERN/11 SCHOOL BOA MIAMI DADE C37 SOUTH FLORIXIE HWY WACKENHUT)0 MIAMI DADE C A & P CONSUI5 LNR JEFFERSSTREET MIAMI DADE C LOEWS MIAM' RCC ASSOCIP RCC ASSOCIP SKYLINE MAN() MIAMI DADE C37 DAVID LANDY CITY OF MAR, SCHOOL BOA SCHOOL BOA SCHOOL BOA MARLIN ENGII SCHOOL BOA!. 14TH COURT THE TOWER CNE MASTEC OF IN HARDESTY APO MIAMI DADE G STREET MIAMI DADE CV 159TH AVE MIAMI DADE ft MIAMI DADE CV 104 STREET MIAMI DADE CV 104 STREET ALLEGUEZ AN2 MIAMI DADE CV 104TH STREET MIAMI DADE CV 104 STREET MIAMI DADE C. MIAMI DADE C CAMPUS, BLDG. LK( MIAMI DADE C. CAMPUS, BLDG. LK( MIAMI DADE C CAMPUS, BLDG. LK( MIAMI DADE Cq2 MIAMI DADE 02 MIAMI DADE C17 MIAMI DADE C17 MIAMI DADE C)9 JAMES B. PIR MIAMI DADE C» MIAMI DADE Cv MIAMI DADE C•7 MIAMI DADE C)7 MIAMI DADE C17 MIAMI DADE Cv MIAMI DADE C-17 MIAMI DADE Cv MIAMI DADE Cy7 MIAMI DADE LIF MIAMI DADE Li MIAMI DADE c MIAMI DADE - MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI DADE t MIAMI D-,ut L (GRAHAM CON MIAMI TAMPA KEY WEST MIAMI JACKSONVILLE PARKLAND HOLLYWOOD FT. LAUDERDALE MIAMI HALLANDALE WEST PALM BEACH MIAMI MIAMI MIAMI BEACH MIAMI MIAMI BEACH DEERFIELD BEACH DEERFIELD BEACH MIAMI MIAMI MIAMI MARATHON FT. LAUDERDALE FT. LAUDERDALE FT. LAUDERDALE MIAMI FT. LAUDERDALE, DAVIE MIAMI MIAMI LAKES MIAMI HOMESTEAD MIAMI MIAMI MIAMI CORAL GABLES MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI DAVIE MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI !MIAMI (MIAMI LAKES STATE POSTDAE _CO Total Revenue FL 33178 2,017,952.72 FL 33622 61,827.00 FL 33040 16,495.00 FL 33172 32,770.00 FL 32216 FL 33076 842.50 FL 33021 9,665.00 FL 33312 26,826.7E FL 33132-1308 2,213.75 FL 33009 461.50 FL 33410 3,592.52 FL 33137 4,922.60 FL 33178 9,220.00 FL 33139 60,843.75 FL 33132 30,228.80 FL 33139 2,420.00 FL 33442 900.00 FL 33442 600.00 FL 33131 46,081.62 FL 33132-1308 4,967.20 FL 33157 1,950.00 FL 33050 1,000.00 FL 33312 2,656.25 FL 33312 14,780.65 FL 33312 21,027.05 FL 33172 500.00 FL 33312 18,202.00 FL 33325 2,125.00 FL 331910 2,333.22 FL 33014 56,376.68 FL 33128 1,064.10 FL 33031 3,921.20 FL 33159-4040 3,977.00 FL 33176-3393 34,700.43 FL 33176-3393 11,724.00 FL 33134 29,986.00 FL 33176 0.00 FL 33176-3393 1,862.00 FL 33176 3,199.80 FL 33176 465.95 FL 33176 0.00 FL 33176 8,005.00 FL 33132 26,772.75 FL 33132 8,714.80 FL 33132-1308 21,696.001 FL 33132-1308 11,962.001 FL 33132 11,203.151 FL 33314 49,202.701 FL 33132 8,060.751 FL 33132-1308 15,982.701 FL 33132-1308 24,523.50! FL 33132-1308 19,916.99! FL 33132-1308 40,190.271 FL 33132-1308 23,888.151 FL 33132-1308 17,010.961 FL 33132-1308 16,332.75! FL 33132-1308 0.00', FL 33132 10,439.00 FL 33132 13,496.75 FL 33125 5,515.00 FL 33130 6,375.00 FL 33142 722.56 FL 33142 22,959.93 FL 33142 38,433.98 FL 33142 28,708.09 FL 33142 47,581.81 FL 33142 0.00 FL 33142 0.00 FL 33142 1,392.86 FL 33142 107,807.14 1FL 33142 2,116.50! 1FL 133142 1 1,177.66 1FL 133014 1 1,600.00 PROJECT_NAME PROJECT_MANAGER ADDRESS CITY POSTAL -CO Total Revenue STATE DE MEDICAL ARTS BLDG THRESHOLD MEDIUM RECREATION CENTER DLEY LANDFILL DLEY LANDFILL -METRIC ENGINEERING -COC TESTING METRO PSC TRINTEL #9 FL812 METRO RAIL RECONSTRUCTION MIA - SOUTH TERMINAL MIA 746E, B -C MIA CONCOURSE A MIA FEDEX AIRCRAFT RAMP MIA NORTHSIDE UTILITIES MIA PUMP STATION MIA SOUTH TERMINAL PROGRAM MIAMI BEACH FIRE STATION 4 MIAMI BEACH REGIONAL LIBRARY MIAMI BEACH REGIONAL LIBRARY MIAMI CAROL CITY SENIOR MIAMI CHILDREN'S HOSP. RAD. MIAMI CHILDREN'S HOSPITAL MIAMI COUNTRY DAY SCHOOL MIAMI DADE EXPRESSWAY MIAMI KILLIAN SENIOR HIGH SCHO MIAMI LeMANS RACE - IMPROVEMEN MIAMI-DADE EXPRESSWAY AUTH.& I MIAMI-DADE PUBLIC WORKS MIAMI-NORLAND SR. HIGH MIC CENTRAL STATION MIC PEOPLE MOVER STATION MIC -RENTAL CAR FACILITY MIDDLE SCHOOL LL MIDDLE SCHOOL YY1 MIDTOWN NORTH BLOCK MIRAMAR BRANCH LIBRARY --adIRAMAR PAL ,AMAR PAL FACILITY mIRAMAR PARKWAY MIRAMAR REGIONAL PARK MIRAMAR SUPPLY CHAIN WAREHOUSE MISC. PROJECTS FOR TOWER GROUP MISCELLANEOUS LAB TESTING MM -1 MOBILE GANGWAYS PADS MULTIPLAN USA APT BLDGS MUNDO CAFE MYRTLE GROVE ELEMENTARY MYRTLE GROVE ELEM. SCHOOL MYRTLE GROVE ELEMENTARY MYRTLE GROVE ELEMENTARY SCHOOL N SHORE PARK TILE PULL N-91 ELEMENTARY SCHOOL NARANJA ELEMENTARY SCHOOL NAUTILUS MIDDLE NEIGHBORHOOD 6- OCEANFRONT NEIMAN MARCUS - CORAL GABLES NEW BURN FACILITY - NORTH CAMP NEW RENAISSANCE STUCCO TEST NEW STREET CROSSING NORLAND HIGH SCHOOL GYM NORLAND MIDDLE NORLAND SR. HIGH PROJ#A-0816 NORPRAX NORTH DADE LANDFILL - 3 TANKS NORTH LAUDERDALE LIBRARY NORTH SHORE PARK YOUTH CENTER NW 44th STREET-INVERARY TO ROC D V 5TH ST. BRIDGE :AN PLACE III JEAN BLUE OCEAN PLACE CONDOMINIUM OCEAN PLACE ONE PILES OCEAN REEF SHELTER OFFICE DEPOT - DELRAY BEACH Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Caridad R McDaniel, George T. Murphy, Dennis Joseph Costantini, Ronald G. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Leung, Kevin Kui Wan McDaniel, George T. McDaniel, George T. Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph Lubinski, Steven A Hart, Jacqueline Denise Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Lubinski, Steven A McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. Lubinski, Steven A Lubinski, Steven A Lubinski, Steven A McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Lubinski, Steven A McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. Murphy, Caridad R Murphy, Dennis Joseph Costantini, Ronald G. Murphy, Dennis Joseph Costantini, Ronald G. McDaniel, George T. McDaniel, George T. Lubinski, Steven A Murphy, Dennis Joseph McDaniel, George T. Lubinski, Steven A McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. (McDaniel, George T. RTH PARTNEF)OE BOCA RATON DADE COUNT.CTURE & ENGINEERIMAIAMI WASTE MANA NUTTING ENC METRIC ENGI!08 B & C CONTR, RELIABLE CO! PARSONS OD WILLIAMS HA-. MIAMI DADE A( 592075 BURNS & MCCin HOUSTON HIALEAH MIAMI KISSIMMEE MT. DORA MIAMI CORAL GABLES MIAMI ORLANDO APAC, INC. SARASOTA DADE AVIATIC MIAMI MIAMI DADE A MIAMI CITY OF MIAMNVENTION CENTER DF MIAMI BEACH CITY OF MIAM THE TOWER ( MIAMI DADE 012 CABOT CONS18 MIAMI CHILDI1 STOBS BROS. MIAMI DADE E KVH ARCHITE BOVIS LEND L)00 MIAMI DADE E MIAMI DADE C1 STREET MIAMI DADE (r.c EARTH TECH x0 EARTH TECH )0 EARTH TECH g0 SCHOOL BOAT MIAMI DADE C2 AVE JAM SHELL BL BROWARD CC;nREWS AVE CITY OF MIRA CITY OF MIRA, TIERRA INC CITY OF MIRA KASHMIRY & FSI IITE 401 THE TOWER (, GEOSOL INC MIAMI DADE V2 AVE FOSTER WHtr) MULTIPLAN l 44 CORE RESOU1 MIAMI DADE v7 BROWN ANu n1 MIAMI DADE v 7 MIAMI DADE 7 CARIVON Cu SCHOOL BO.,r KVH ARCH 1 tr MIAMI DADE e..17 MIAMI BEACH MIAMI MIAMI JUPITER MIAMI MIAMI SHORES MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI MIAMI FT. LAUDERDALE MIAMI MIAMI FORT LAUDERDALE MIRAMAR MIRAMAR LAKE WORTH MIRAMAR JACKSONVILLE MIAMI MIAMI LAKES MIAMI BOCA RATON MIAMI CINCINNATI MIAMI MIAMI MIAMI MIAMI MIAMI FT. LAUDERDALE MIAMI MIAMI CITY OF MIA, "IVENTION CENTER Dr?MIAMI BEACH NEIMAN M.,I1LIAISSANCE TOWER DALLAS MIAMI DADE u CAMPUS, BLDG. LK(F,MIAMI POST,BUCKLt MIAMI DADE N. 104th STREET HARPER PAr,1lo MIAMI D.,ut LO MIAMI DADE L.,7 BUSH CO' a 1 r CHEROKEE Eh BROWARD vu BOND PROGRAM CITY OF MIA. ,0 BROWARD ` ",lDREWS A HARDESTY AN OCEAN PLALg84 SEASIDE OCEAN PLACE OCEAN PLAut OCEAN REEF LINCOLN rnvq MIAMI MIAMI CORAL GABLES MIAMI MIAMI JACKSONVILLE MIAMI LAKES FT. LAUDERDALE MIAMI BEACH VENUE, ROIFT. LAUDERDALE SUNRISE POMPANO BEACH KEY BISCAYNE SUNNY ISLES MIAMI KEY LARGO MIAMI LAKES FL FL TX FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL IFL FL FL OH FL FL FL FL FL FL FL FL FL TX FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 1FL 1FL 33431 33128 77002 33018 33186 34746 32756 33299 33146 33159 32801 34234 31594 33159-4040 33139 33139 33172 33132 33458 33155 33138 33142 33166 33130 33142 33128-1970 33132 33178-2430 33178-2430 33178-2430 33312 33132 33127 33301 33025 33023 33461 33023 32217 33172 33014 33132 33487-3509 33139 45320 33132-1308 33180 33132-1308 33132-1308 MIAMI-DADE 33312 33166 33132-1308 33139 75270-2114 33176 33172 33176 33145-5108 33132-1308 33132-1308 32207 33016 33301 .33139 33301 33323 33062 33149 133160 33015 133037 133016 3,190.00. 600.00. 100,227.56 1,000.00. 3,730.88. 9,175,332.3?, 4,302.75. 2,700.00, 9,430.00, 1,140.00, 1,453.00 43,906.50 22,189.18 11,736.83 11,342.30 1,052.75 685.00 12,649.00 4,755.00 5,240.00 1,286.55 181,365.86 22,608.05 7,640.00 31,201.35 114,439.61 166,159.22 36, 708.87 58,531.16 878.00 1,639.32 1,296.00 3,985.001 7,660.001 23,128.551 1,728.001 937.501 14,326.501 1,932.00 20,680.00 593.75 1,673.70 7,105.80 1,808.13 2,213.75 1,100.00' 67,527.14 20,644.18 4,864.751 161.001 67,860.26 4,203.75 3,180.00 1,102.80 1,000.00 3,250.00 55,932.95 10,751.00 10,835.00 27,402.561 21, 718.50 150,184.10 2,272.50 70, 406.94 8,007.50 18,721.251 3,145.00 901.501 PROJECT NAME OJUS ELEMENTARY SCHOOL OLYMPIA HEIGHTS ELEMENTARY NI SHELL INI SHELL MINI -PILES OVER LOAD PILE LOAD TESTING PALAZZO DEL LUNA PALAZZO DEL MARE PALAZZO DEL MARE-AUGERCAST PALM SPRINGS ELEMENTARY PALM SPRINGS ELEMENTARY SCHOOL PALM SPRINGS MILE ASSOCIATES PALMETTO HS CMT PARCEL B - AA ARENA PARKING LOT EXPANSION PARROT JUNGLE REPTILE PARROT JUNGLE -REPTILE EXHIBIT PAVEMENT MARKING & REHAB PERFORMING ARTS CENTER PHARMED GROUP WAREHOUSE PINE RIDGE ALTERNATIVE SCHOOL PIPER HIGH SCHOOL PARKING ADDI PLANTATION HIGH SCHOOL PLAY AREA PLAZA 57 POM MAINTENANCE FACILITY POMPANO BEACH HS PORT OF MIAMI DRILLING PORT OF MIAMI PAVEMENT TESTING PREMIER BEVERAGE FACILITY PROJECT 5 GANGWAY AND BRIDGE PROJECT 5 SHED "A" PROJECT NAME: BEACON TRADE CEN PROLOGIS BUSINESS PARK PROLOGIS OFFICE/WAREHOUSE - OLOGIS-ELMORE SITE BLDG 800 41P STATION S-7 AND S-8 -ralazzo del Sol Ponce De Leon MS "JJ -1" R & G TESTING REGIONAL DATA PRO CENTER RENTAL CAR FACILITY RENTAL CAR GARAGE RICHMOND HEIGHTS MIDDLE ROBERT KING HIGH RECREATION ROBERT KING HIGH SOCCER ROCK LAKE OFFICE PARK ROYAL PALM ELEMENTARY SCHOOL RYDER CENTER -UNIVERSITY OF MIA S -7&S-8 PUMP STATION S. HIALEAH ELEMENTARY SCHOOL SAFEGUARD STORAGE SAFEGUARD STORAGE -PARK CENTER SAFEGUARD -DESIGN DIST SAFEGUARD -WEST MIAMI SAFETY TO LIFE PROGRAM SAM'S REFUELING STATION SAWGRASS MILLS NORDSTRUM SCHOOL ENT & DESIGN TECH SCHOOL III DRILLED SHAFT SCHOOL OF BUSINESS ADDITION SCHOOL SITE JJJ SENACA INDUSTRIAL PARK SENACA INDUSTRIAL PARK SENECA WAREHOUSE BUILDINGS SETAI RESORT HOTEL SFWMD MOSQUITO CR CULVERT WMD PUMP STATION G-123 /MD S -5A PUMP STATION ,ADOWLAWN ELEMENTARY SK -0049 SHEET PILE INSTALLATION SHENANDOAH ELEMENTARY SCHOOL SHOPPES AT MICC SILVER LAKES MIDDLE SCHOOL PROJECT_ MANAGER Lubinski, Steven A Lubinski, Steven A McDaniel, George T. McDaniel, George T. McDaniel, George T. McDaniel, George T. (McDaniel, George T. ILubinski, Steven A (McDaniel, George T. ,Lubinski, Steven A 'Lubinski, Steven A ICostantini, Ronald G. 'Murphy, Dennis Joseph 'Murphy, Dennis Joseph !McDaniel, George T. !Murphy, Dennis Joseph !Lubinski, Steven A !Murphy, Dennis Joseph 'Murphy, Dennis Joseph 'McDaniel, George T. !Murphy, Dennis Joseph !Murphy, Dennis Joseph !Murphy, Dennis Joseph 'Murphy, Dennis Joseph !Murphy, Dennis Joseph ICostantini, Ronald G. !McDaniel, George T. !McDaniel, George T. ILubinski, Steven A !Murphy, Dennis Joseph !Murphy, Dennis Joseph !Murphy, Dennis Joseph !Leung, Kevin Kui Wan !Leung, Kevin Kui Wan !McDaniel, George T. !McDaniel, George T. !McDaniel, George T. !Murphy, Dennis Joseph !McDaniel, George T. !McDaniel, George T. !Murphy, Dennis Joseph 'McDaniel, George T. !Murphy, Dennis Joseph !McDaniel, George T. !McDaniel, George T. !McDaniel, George T. !Murphy, Dennis Joseph !Murphy, Dennis Joseph !Murphy, Dennis Joseph !Lubinski, Steven A !Murphy, Dennis Joseph !McDaniel, George T. !McDaniel, George T. 'McDaniel, George T. !Murphy, Dennis Joseph !Murphy, Dennis Joseph !McDaniel, George T. ICostantini, Ronald G. !McDaniel, George T. !Murphy, Dennis Joseph !Leung, Kevin Kui Wan !McDaniel, George T. !McDaniel, George T. !Leung, Kevin Kui Wan !Murphy, Dennis Joseph !Murphy, Dennis Joseph !McDaniel, George T. !Murphy, Dennis Joseph !Lubinski, Steven A iMurphy, Dennis Joseph McDaniel, George T. !Murphy, Dennis Joseph !McDaniel, George T. ADDRESS 07 MIAMI DADE 09 1601 BISCAY MILLER CON; HJ FOUNDAT FISHER ISLA: FISHER ISLA! FISHER ISLA: US LABORAT, BMA PALM SPRIN:1 BROWN AND)1 MIAMI DADE 11ST STREET ABI COMPANY PARROT Jur PARROT JUt I MIAMI DADE:1ST STREET PERFORMING 53 INTEGRATED SCHOOL BOI014th COURT SCHOOL BOL` SCHOOL BOrf 14th CT. SCHOOL 130/:•. RICHARD- BR THE HASKELL SCHOOL BOA BEAN STUYV: PORT OF -RING & CONSTRUCTIIMIAMI SUNBEAM DE CITY MIAMI MIAMI NEW YORK FT. LAUDERDALE MIAMI FISHER ISLAND FISHER ISLAND FISHER ISLAND MIAMI MIAMI HIALEAH MIAMI MIAMI TAMPA MIAMI MIAMI MIAMI MIAMI TAMPA FT. LAUDERDALE IFT. LAUDERDALE IFT. LAUDERDALE FT. LAUDERDALE (CORAL GABLES (JACKSONVILLE FT. LAUDERDALE NEW ORLEANS FOSTER WI II FOSTER WI LC 0 MIAMI DADE S10 PROLOGIS PROLOGIS PROLOGIS D� HARRY PErr1 FISHER ISLAt 19477 MIAMI DADE 5 R & G TESTIN 7 JOHNSON Ac! EARTH TEC: 1 SPILLIS CANC 22ND STREET POST BUCKL: PBS&J PBS&J PANATTONI D • SCHOOL BO<11 UNIVERSITY C GILBERT SOU FILE BOX 248106 MIAMI DADE C5 ITASCA CON3'5TH STREET ITASCA CON3'''° ITASCA CONC' 0 ITASCA CONS' KVH ARCHITEtuu HARRISON FR MILLS CORPO';1 !MIAMI DADE C ISOARES DA Cpl. 104th STREET 'UNIVERSITY C (MMIAMIIAMI DADE C ,ICE DE LEON BOULEVICORAL GABLES (SOUTHERN 'SOUTHERN F;'4 IKTR CAPITAL .'4 !PROJECT SYF'i HARBOR DR ISOUTH FLORI[ 'SOUTH FLORI[ (SOUTH FLORI14860 !MIAMI DADE r"' !CITY OF OPA I AVE !MIAMI DADE C' ITECH SOURCE ISCHOOL BOAF"" MIRAMAR BOCA RATON BOCA RATON MIAMI DENVER DENVER NORCROSS JACKSONVILLE FISHER ISLAND MIAMI HOLLYWOOD MIAMI MIAMI CORAL GABLE MIAMI Miami MIAMI ATLANTA FT. LAUDERDALE CORAL GABLES SUNRISE NORTH MIAMI BEACH BOCA RATON BOCA RATON BOCA RATON BOCA RATON MIAMI BENTONVILLE GURNEE MIAMI MIAMI MIAMI MIAMI MIAMI CONSHOHOCKEN MIAMI BEACH WEST PALM BEACH WEST PALM BEACH WEST PALM BEACH MIAMI OPA LOCKA MIAMI MIAMI FT. LAUDERDALE 33132-1308 30,707.60 33132-1308 1,271.20 10176 10,468.77 33301 33166 509.97 33109 12,575.00 33109 7,585.00 33109 230,433.51 33178 154.00 33127 3,520.70 33012 22,942.50 33180 20,161.35 33128-1909 66,235.00 33634 4,520.33 33132 33132 3,351.25 33128 94,152.11 33132 127,723.57 33607 2,000.00 33312 4,060.30 33312 28,891.16 33312 623.45 33312 2,569.25. 33143 43,127.56. 32202 5,225.06. 33312 114,381.11 70130 16,461.25 33132-2081 33025 33487-3509 18,465.00• 33487-3509 7,565.00• 33128-1970 1,979.4S• 80239 14,241.5C- 80239 11,912.18- 30071 54,943.69 32245-9477 9,709.2: 33109 12,130.00. 33132-1308 1,016.05. 33020 2,244.06. 33137 219.00• 33142 436,278.96 33134 7,500.00 33172-2507 749.50 33171-2507 5,533.00 33172-2507 4,909.00 30325 13,600.00 33312 29,019.20 33132 241,604.36 33325 2,506.05- 33169 5,770.90- 33487 11,030.25- 33487 20,963.75. 33487 25,553.7 33487 20,400.25. 33166 8,032.35- 72712 7,327.0C- 60031 1,500.75. 33176 0.00• 33126 2,500.0C- 33146-2820 7,017.2C- 33132 6,442.27 33135 113,098.35 33135 500.06. 19428 11,705.86 33139 117,112.73 33046 3,351.00 33406 6,454.98 133046 33132 15,811.37 11,710.90. 133054 2,036.75. 133132 4,500.00 133131 24,693.35 133312 2,580.25 PROJECT_NAME PROJECT_MANAGER ' ADDRESS CITY STATE POSTAL _CO Total Revenue SKYWAY ELEMENTARY SCHOOL SOIL TESTING - S. FLORIDA MALL "'ALO CONSTRUCTION VS. BASCON, UTH BAY PRISON ADDITION -SOUTH EASTERN (FDOT) SOUTH MIAMI SENIOR HIGH SCHOOL SOUTH TERMINAL EXPANSION PROGR SPACE 01 SR 836 TOLL PLAZA SR 860 MIAMI GARDENS DR SR 924 (NW 119ST)fr 27 to 7 ay SR 934(NW 79 STREET) SR -7 Griffin - Stirling 5R5/ BISCAYNE BLVD SR836 (14th Street) SR907 BETWEEN 8TH - 9TH SR934-NW 119ST-32Ave ST. MARKS CATHOLIC CHURCH ST. MARKS CATHOLIC CHURCH STAR LOFTS STATE ROAD 7 STATE SCHOOL "Z-1" STATE SCHOOL "Z1" STATE SCHOOL HHH-MORGAN VOCATI STATE SCHOOL QQQ-1 STATE SCHOOL"NN"@ G.W.CARVER M STIRLING ELEMENTARY SCHOOL SUBSURFACE EXPLORATION SUBSURFACE UTILITY ENGINEERING SUNNY ISLE PARKING LOT SUNNY ISLES CITY HALL FOUNDATI SW 157 AVE BORINGS SW 46 CT/47 ST BTWN 27/28 AVE Safeguard -Hialeah —.T. -MOBILE SITE MD 1169 SARLAM 1GET - DADELAND •i ARGET - PEMBROKE PINES TARGET ADDITION - N MIAMI BCH TARGET SUPERSTORE 2022-DAVIE TARMAC TARMAC NEW BAG HOUSE TERMINAL 1 CONCOURSE B THE AKOYA CONDOMINIUMS THE BENTLEY BEACH THE FLAMINGO - EXISTING SOG THE MARK BALCONY TESTING THE PLAZA FOR SUNRISE TITAN AMERICA TOWER AT DEAUVILLE BEACH TOWERS - SEMINOLE IR TRAIL GLADES RANGE TRI -RAIL NEW RIVER BRIDGE TRI -RAIL SEGMENT 5 TRI -RAIL SEGMENT 5 TRI -RAIL SEGMENT 5 CMT TROPICAL PARK -EQUESTRIAN CTR TROPICAL SIGNS TRUMAN ANNEX - BLDG 284 TURKEY POINT TWO-STORY CLASSROOM BLDG-MARGA Target Kendall UNITED STATES CONCRETE PIPE UNIVERSITY OF MIAMI PARKING GA US - PRECAST TANK PANEL US CONCRETE PIPE COMPANY US -PRECAST 4.8 HOSPITAL - CEI ENCIA ESTATES ,i_ENCIA ESTATES VALENCIA ESTATES LOT 9 VERIFICATION TESTING VILLAGE ELEMENTARY WACHOVIA - 8 ST. BRANCH Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Caridad R Lubinski, Steven A Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Mc aniel, George T. Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Lubinski, Steven A Murphy, Caridad R Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Leung, Kevin Kui Wan Murphy, Dennis Joseph Mc aniel, George T. McDaniel, George T. Hart, Jacqueline Denise McDaniel, George T. McDaniel, George T. Leung, Kevin Kui Wan Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph Lubinski, Steven A Lubinski, Steven A Lubinski, Steven A Hart, Jacqueline Denise Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph Murphy, Dennis Joseph Gonzalez, Pablo A. Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. Lubinski, Steven A McDaniel, George T. Murphy, Dennis Joseph Lubinski, Steven A McDaniel, George T. Hathaway, Brian Scott Hathaway, Brian Scott Hathaway, Brian Scott McDaniel, George T. Lubinski, Steven A Murphy, Dennis Joseph Lubinski, Steven A Murphy, Dennis Joseph Lubinski, Steven A Murphy, Dennis Joseph Murphy, Dennis Joseph Lubinski, Steven A Lubinski, Steven A Lubinski, Steven A Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. Murphy, Dennis Joseph McDaniel, George T. Murphy, Dennis Joseph POST BUCKLI FORCON INTE LUCIO BRONt8TH STREET EMO ARCHITI FLORIDA DEF MIAMI DADE 109 PARSONS OC CAMBRIDGE I MIAMI DADE 1 CONSTRUCTI APAC, INC. V. 69th AVENUE APAC, INC. KEITH AND S110 HORIZONS Cr APAC, INC. A.D.A. ENGIN' APAC, INC. ARCHDIOCEE ARCHDIOCEE STAR LOFTS RANGER COF MIAMI DADE REYNOLDS S MIAMI DADE (12 MIAMI DADE( MIAMI DADE (18 SCHOOL BOA MIAMI DADE 1310 BROWARD C(COPANS ROAD CITY OF SUN50 THE WEITZ C MIAMI DADE (1ST STREET BROWARD C(COPANS RD. ITASCA CONE00 ENGINEERED TARGET COR300 TARGET STO7 TARGET CORD TARGET COP TARMAC TARMAC URS CORPOF MERCO GROI 1INS AVE. NEWTONIAN SHERROD CC RELATED GRIUSE SUITE SUNRISE DE\11 TITAN AMERIt MERCO GROI LELAND COM MIAMI DADE (AND DEVELOPMENT REP ASSOCIA) TRI COUNTY TRI COUNTY ;n0 TRI COUNTY MIAMI DADE t AND DEVELOPMENT TROPICAL SI( PEDRO FALQ FLORIDA LAK940130 SCHOOL BOP TARGET COR' UNITED STA1 UNIVERSITY eFICE BOX 248106 US PRECAST UNITED STA1 US PRECAST CHEROKEt t FISHER ISLAr FISHER ISLA FISHER ISLA FLORIDA Ute SCHOOL BOA ELEMENTS AI MIAMI AVON MIAMI TALLAHASSEE FORT LAUDERDALE MIAMI MIAMI NORTH BAY VILLAGE MIAMI MIAMI MEDLEY MEDLEY FT. LAUDERDALE HIALEAH MEDLEY MIAMI MEDLEY MIAMI SHORES MIAMI SHORES NORTH MIAMI POMPANO BEACH MIAMI MERRITT ISLAND MIAMI MIAMI MIAMI FT. LAUDERDALE MIAMI POMPANO BEACH SUNNY ISLE BEACH WEST PALM BEACH MIAMI POMPANO BEACH BOCA RATON BOYNTON BEACH MINNEAPOLIS PEMBROKE PINES MINNEAPOLIS JACKSONVILLE MEDLEY MEDLEY FT. LAUDERDALE MIAMI BEACH BOCA RATON DAVIE CORAL GABLES WELLINGTON MEDLEY MIAMI BEACH DELRAY BEACH DMIAMI MEDLEY ST JOSEPH POMPANO BEACH ST JOSEPH DMIAMI HIALEAH BIG PINE KEY SAN ANTONIO FT. LAUDERDALE MINNEAPOLIS FT. LAUDERDALE CORAL GABLES MIAMI FT. LAUDERDALE MIAMI MIAMI LAKES FISHER ISLAND FISHER ISLAND FISHER ISLAND FORT LAUDERDALE FT. LAUDERDALE TAMPA 33172-2507 06001 33131 32303 33309 33132-1308 33299 33141 33125 33055 33166 33166 33309-2132 33018 33166 33165 33166 33138 33138 33181 33073 33132 32953 33132 33132 33132 33312 33128-1970 33069 33160 33409 33128-1970 33069 33487 33426 55403 33026 55403 32250 33178 33178 33315 33144 33486 33325 33145 33414 33178 33141 33446 33128 33178 64507 33064 64507 33128 33014 33043-4516 78224-013 33312 55403 33311 33132 33166 33311 33166 33016 33109 33109 33109 33309 33312 33606 503.20 1,262.50 6,553.24 11,695.00 40,188.95 1,145.30 0.00 20,190.00 4,361.96 2,820.00 19,994.00 15,345.14 3,095.00 51, 324.00 618.30 21,707.50 5,246.13 3,975.00 28,698.75 11,868.94 5,991.80 14,858.10 134,808.45 22,508.90 17, 500.66 3,347.54 15,925.00 1,500.00 38,043.21 11,621.50 1,227.35 16,309.75 0.00 14,127.00 12,747.84 28, 580.50 61,968.96 284,147.77 5,000.00 1,500.00 102,195.00 67,548.00 2,150.00 64,210.00 3,265.00 2,642.00 8,235.00 4,400.00 0.00 4,502.50 331,785.19 363, 552.72 1,061,794.62 3,924.00 652.60 4,950.00 138,920.75 10,904.11 31,633.80 710.00 38,816.48 12,754.00 3,286.04 62,453.00 22,489.75 38,349.07 4,455.00 8,223.25 567.47 12,366.70 4,660.00 PROJECT NAME PROJECT_MANAGER ADDRESS CITY STATE POSTAL _CODTotal Revenue WACHOVIA BANK - RED ROAD WACHOVIA BANK ADDITION ''SERSTEIN RESIDENCE STON BAKERY AT SENECA WIND PROFILER WOLF TECHNOLOGIES WOLFSON CAMPUS CINGULAR Murphy, Dennis Joseph Murphy, Dennis Joseph McDaniel, George T. McDaniel, George T. McDaniel, George T. Lubinski, Steven A Costantini, Ronald G. ELEMENTS AF ELEMENTS AF MR. ALAN WP' THE TOWER C PEDRO FALCr WOLF TECHN MIAMI DADE riI. 104th STREET TAMPA TAMPA MIAMI LAKES MIAMI BIG PINE KEY JACKSONVILLE MIAMI FL FL FL FL FL FL AFL 33606 33606 33014 33172 33043-4516 32246 33176 3,080.00 2,475.00 1,400.00 16,441.03 8,850.44 Year Present Firm Firm Name / Business Address: Established: 1946 Specify type of ownership and check below, if applicable. Corporation LL L a �// (D° N Small Business mo htto://www.mactec.com [❑] Branch or Subsidiary Office MACTEC Development Corp. 84-1505830 Name of Parent Company, if any: U) 0) a) a E 0 0 T Tu Q aa)) a) 0) a) (6 E O U U aJ 0 (0 E 0 0 D E O 03 00 c+7 -_ O O o_ ui E cm 1- a` m U a) a) C O a) Li_ 0 1 0 a W a) a F U U) N 0 U_ c O a7 O a) E a O L C U Y O E (0 z a 7a. Total Personnel: 3,128 O 1 f) ( D N t• N N r r r South Carolina O e— OO U') CO CD 00 Mr- M e- M N — et O M CO CO CO N N U) CD U') 0) 3 O a) › .0 a a (0 h w h R m 0)0 co "0 ZZZZzz TelV 1!, M et N 01 .O 0) M e- 01 Un 01 1 CO 0 o` C 0)i RI t I 5) C ' w O ci ' CO m N N N aV c m O E W W a m w >, C V� c 0 °m 0 ai U' N •C c a .= O OE Z .Y c m a 0)' O +0. C O c 0 La Y .1.1.3 a a) UO 00 M OO Of U }- C et N M 2 02 y� e- M 0 y to0 (n C a - C a U G ca N eCr T N w 0) w > h d c m N y R .2 O. 0 'c (0 CO R C a Cl i - 2 1) R Y C O Cu 0 Zr) a a s 41 y N O c a f-2 (0 OO Q Q Q U V U 3 G A N N ommm N Ny d c W E a> Li o ommm U . N O d a m N d.2 o a as ra v a> >. a)w`Ml 8'a, Lo � - - � - p m m m C H 2 a) J N C O a) -w H T 'e o, , Fo O d- L O y p p T O m m m NiJ 0 2 2 2 C N CO 0 C. m e 4 ) n g o g g c O o 0 a F- 0 E — 0 O `y N N. .� O y n0 0 o W a e g,m ya C O O W O d 5 3 5 .�_ ` c E c w .- U U V W U W W W L a m m rn^ o> N N m 0 V 1<m O) N M - 0) Summary of Professional Services Fees Received: (Insert index number) of . Firms interested in foreign work, but without such experience, check here: ❑ STANDARD FORM 254 North Carolina Teleohone #s 828-252-8130 () 808-486-6009 m •Q V 205-733-7600 E E m co 704-357-8600 101 Charlotte 336-294-4221 919-876-0416 919-941-0333 910-452-1185 513-489-6611 937-859-3600 Miamisburg (Dayton) 773-693-6030 630-571-2162 309-692-4422 O O O) m , 9 . U Y 0 0 0 LO CO CO 907-563-8102 907-451-7774 N CO 0) N C 0 m U Q L1- CV i N CO 0 0 859-255-3308 502-253-2500 0 O ccs 0 918-834-4700 h H O Pennsylvania C O N 'O a 5 c C N co c sa J J G a co 602-437-0250 138 Phoenix 949-224-0050 323-889-5300 510-451-1001 707-793-3800 916-332-5552 O CO I- O N O N (0 f� 412-279-6661 L (0 Er. 610-941-9700 Plymouth Meeting CO O N- 301-210-5105 a) 777 )) m N 858-278-3600 167 San Diego 415-543-8422 San Francisco Massachusetts South Carolina 781-245-6606 24 Wakefield 00 0 803-798-1200 864-288-5116 M N E c U 0 (3) N 303-278-3100 303-292-5365 72 Golden 248-926-4008 Tennessee 231-922-9050 931-551-3803 865-588-8544 865-531-1922 615-832-0513 865-483-1280 512-795-0360 469-828-4100 713-939-8444 210-491-6000 276-676-0426 703-729-1416 703-471-8383 °)7 C 1111 Y X L 04 O (0Y y 7 C U c co O k) co Q O 2 U) GI Q co 2 c 1- f� CO M N V' O N � CV (0 V 0 CO (0 (f) [{ CO N N V U) 970-243-2861 Grand Junction (0 Connecticut 860-529-7191 2 U 0 Ct 0) 0) 0) O O 0) O CO U U) C co 0 al 314-209-5900 59 St. Louis 352-332-3318 94 Gainesville 904-396.-5173 305-826-5588 402-421-7755 239-643-4747 407-522-7570 a 0) 850-478-8100 co 0 E °) O oan ° a U culla e— E >di m z O d H H> O O O I. --O N N O I- N r h 775-825-5885 775-329-6123 LO l0 850-656-1293 813-289-0750 New Hampshire 561-242-7713 603-882-2223 New Jersey 770-360-0600 153 Alpharetta 609-689-2829 O E 2 404-873-4761 130 Atlanta 770-514-2006 770-421-3400 (0 cn c Y O N M 770-962-7435 Lawrenceville 478-923-5999 Warner Robins 30 codes selected Significant experience • 0 3 O d c 01 w m I- N 0 Z m C E d w ani 2 lY m 9 '-' m c at a O y az = w cn is. c N O O N N C O 7 N RICO _ U a = ili ` czmc >, o c o E= toC O Y ai 013 .`m to a1 0..-.m W U NN c m C E U LL a C d N cn a ---0,,,, 01� V y Y7 I! d G d +� 01 O_' T . 7.-O ,c C m W . 0$ d w i 10. Profile of Firm's Project Experience, Last 5 Years 0) Q) W a) 0 c•-, 69 M - O CD O NCO A EA EA EA LL c N N W I-- CO (f) N V O � LL c a) C C C O w 0 in a, N `O 0co oci c H m U H a) O O d0 Water Resources Hydrology; Ground Water Water Supply, Treatment and Distribution �O I N Outsourcing; On -Site Planning, Engineering, Risk Assessments, Health / Ecological W 4 W v .0•D v M (D EA EA iA 1 V9 O) N- (D - (D N a0 0 1- co <0 V N V 1� O ti O Remedial Investigations / Feasibility Studies . M,'- 0) - a- a- O O N a- a- CV NN CO N LC, O (D CO O o r� cd M EA co N- V*69 69 CV CT, LO n N a) i= 0 U Z (_ a m � 0 c . u) a "a '0OoU DF- t 2 "O 0. CO .CDa i 0 z (meg 0 i)i c m C a) o :- aj c Z "v _O am LL Q, L m_c a 'y a) •E 10 U c L M z 0 cc Via) O aU N Pavement Engineering and Testing Cf) N Hazardous Waste Management 0 co c E � a) E CLcjj E o & c C c O (0 C O w C CO NIM_+ CC CC, OC N N'Ca-.4 CD 0) m O N (Moi N EA (A- CD 9 o LO CO N (O O) M is Studies; Foundations Solid Wastes; Incineration; Landfill Surveying; Platting; Mapping; Flood Plain Studies rLO 6.3 - 0, N Stormwater Handling and Facilities 0) 0) CV LO N 1- 0 a) O U 0) f1 . c o. c N CO CO c 0 2 U sir a-0)0)LC) 1- 0)N `Cr CO- W 1. 1.00)0) O)OOC- O 00000 0a- a -e - N Oo co m LL O 00 c 0) CO O ` N V.1 Lt., W W V CO (A aO 00 W 0 N 1...-1".--(O M ti O (D N CO O) O) (O 0) O N 0) V CO EA EA (V N- CO EA EA EA N EA EA EA En O) V (D 00 CO N N N 0) LO -7 W N M 0) W O- CO V 1� 0, (n CO J oaa, CO E � E c a) d a) O) N c m C co c as o a n N Y O O N O.j E 0 O cn co (a U ` O_ (n 2 Ec <0 :,,Z E a) a) (, -o � N c c Ow Z ru 0 w U C T O) a) O) N c_ a "o c c E c t > 2 . 7 Q m 0 U O W W = 2 c -0) a) '- It) co co 6.0 c) O OON N N N 0.3 act M) C[) a 0 o 0 0 0 o 0 0 0 o 0 11. Project Examples, Last 5 Years 0 O O O O O O O. O O O O O N N N N N 0 0 N ^y U 0 O a) 2 O 0 O CO O c ... c N 8 - CO O_ 8 Ef) y Ef3 ( H C Owner Name & Address Project Name and Location d (0 C COO a) Q 7 ([) c 0 co 0 N N c00 0 . U U v L O M X 63 c co OL y t co a) 1-..-. d o) 0 a6.. 0 (/) C LO (0 N S 2 U ca CD = (`) N N _ m>.. ti 0 00 E O c) c ... N 0 U O> o c 6")) .� j, 0 •- (.) 0 L0 t c as Z (a 4) = O c 0) c-) > ` 3 aW.. N Q H N W (Oj ca p R m Q y Y a) N a>'. _N cvLsN R ("1 177) O U w 2' O N = S (V CO J N J v = O >, O7 �a 0) L g6,67 " O (L. -(n E a) O > O LL. 0 c N c ca m O_ CO c 0 CO u_ 500 c CO c OO — Q (a J 0 U -O 0) p (a O 0 co d 0- N = (0 CO N CO -O .O io w �_ m C E a) cd �O M co 0 O_ " .2 O N c O--0 O "O L'0= S Q 0 c 3 U a) c o '- c E 0 0_ - co o a) c N c 0 (/i O W O CO c 0- O c 0 > O 00 O (a U U (a c N o "00 •N .- CD a) L Q 7 C c 7_ O`_. Ecn O '� 0 C a)) N .a `) U m .cm 'O s 0 O c '� 0 E (a Cl U d 0 a) O 0) Z 0) Cl- C CO -0 0 S C Ca O_ U 0 N c CD C I- a7 .1-- (a 41 c (� (�) C ;LW -0C(aQ0C.� Ntoa) ca c U Q = i a) ca "� U E 0) us (a a) in L C C '� N O E ° O3 as O UOo-OO0 ca (ORco @ ` 7 O to co; a tT N 3 o-o.c '0 0 0) 5 0 -0 .co c E CD o as cn uy-) _� m c m o• c a) = -� o c aa) -E-:„ Q' �' R E t E c �a > >, N to O c 0) -0 Y f- 0 d 0 T E 0> a3 O it p O X- Y a7 w G) W 'p E C d 0 C 0 C N N O> c L V C W 0 L c 0 7 O- > >, >i N N ca w N ca c O co cca a) a) E 0 >, a) t C 0 F- N O O O Z o E o u) a) � E a) co Q c o '(n R Y> 7 a) IL 0 -0 C C U C 'U O 6) 0 Lo 7 o 0 o n n E 2 m e C'u) CO a) .0 a) V) CD a) co> (n O_ 0) C A ca ct (n c (O C 0 c 3 0 (• M c= '- (0 C 0) c U a) _O a) O Q L as CU E C U n 0 t m E y c c w �' rn to m o a) E C a) of >, 0 7 O to N .U- vi (0 > :2 d y 2 >i N O (a 0 +_ •5 .>r a 'C a W p •C O S CO CO a) C 3 _Ne0 0) Z v _� ' ca c ac) (0 c 0 ,_ 0 0 0 o c coU0 -0L". c E ((00 3 - 0 rn (o o y O c •- (a n 7:, 77 c c E m> E (c) w c as (° R 0 0 N m U• E O (q L c 0) Q E(c NO o L N7 cr) 3 LO0 Ci ac) 0 0 c C .c Z O Q 1- L o 1- U- W N N d 0 d1m �T' Q a OO CO co U •c• 2 O c -2 O w •y a) is E- E "- v c U M M E- (610(00 0 0 0 M 0 0) 0 a) E J 0 w L N E One Ameren Plaza a) N a) O 0 O O r) O co, CO 0 2 O J N a`) > co c (a c coE.00 V c an L ca co a) (o c 0 0 0 c` .N E ca O (a a) ca O d C a) L o co Ix 0) 0 T c E �'U cp `O (a w c C d0) co 0O aa.) ..c-, >. 0) O Q c) 0) m E c m a) c p 01 ca O_ `m EY ca E (Ea 3 0 0 `O R n c a) m = a) j L 0 U O L 6 L co N (0 _O y C c 0 C :Int): ._ ce - .(7) •s R a) c co N . '0 c E 0 ai ca O o_ 1- ca cc) a) m is w a) 0 C 0) 0 a) a) a) C 0 E E ca 0 Q w n o) °' a) �_ o d U O O O O O O O O O o o O O O CO N N N N N N• N N N N O C) CO 0 CO N O O L() En - (V c 69 en cA n General Services Administration Pulte Home Corporation U.S. Air Force - Robins Air Force Base Robins Air Force Base GA 31098 O °5 .c; Q) •C o a°)) a W O m y is m E a _a) R O CO 0 Ct. CD 0CD CO 0 -Z E .as 0 a) N O N c) o U CO I- to Sacramento CA 95819 c �c.ry/ 'L y_ a) m c 0) C = T O- CO = Y = to C o •O .0 U C L L O N O O a) :2- M = N c Ln Q 3 �- 0 0) R O > o � cr) ci f4 o Lo 0) . _ _ (N d O' N T ct O W= CV 'C allU R •p I- t- `m - F- 3 cn O _m � y >-.. a) 0 `O > U Z •C 5 N d 0 a) c o O O) cn C m O - 0 o c •o C M E C to m C '� d 3 o La) mm O 'C 0 O in- y = N O CO 0 Q N m mF- cn J S• F- U- a- 0 "E. u) T. _C O c L il 0 • '= C LJ us V E'C C -Lto caC C m C c ccs•> C C i L Q1 C.7) 0 a) y !n ).- m >, o CO CD m m a E '@ 4. a) o CO c m m v) aa) > co c crj cD > CO" CL 5 E a)L`5 m m v=i C d _o co O X m m o @ Od V m n a) n m a) ' cri a ami a) .O C U -I! ic E�' `o _ mco O) U n il E, o a) a) cn 1-D o ca J m 0 c .� t0.1 O (n Y C CO 0 .0 m= Y 0 0 .� .� n •►. N .� ?i co y m >' O L o 0 p as a) O O I- "�- a)) Z = a) ., 2 >. cn c _ d m a) N E c` O co4- X m to U 3 O -O -O `- a) O O m W O @ 'p C c lq m (� ch O` O cu c0 c 4) 3 O O •d C_c cn .S Ln c N — c CO •a) o co 3 rn is _ -o a a) o U? iv .m E m m a) U co O m O N j C V W N C C Q d `O' N -� EO C C L` ._� 'O n •C U O T m '-' N •> c� C CO C 'O C ' ip cn m n U O o_ E O y p E m R O U = N L Q) -e > c6 O C E O E co 5 L co a) (d U M V) 0 o o w E o o a) c� con c = 2 am o m y a U a o cc): > m o o Q m c a) cn o m a m c 3 is . U > a) m ` d> C m o CV •e o 03 N a U o cn d OL 'c 3 2 'C 0 LL _2 u_ Cn m -� O m C N z U L cv) a) = N CD 0 7 = C E m O U ' j 'O ,t 7 N m U t- C ) CO W C E c ,CD L O 7 co m Q cn •o 2 c C O U >i y R 'O C cv CD 0 CD C a) N 7 C R N '° L d •O d .� V O 'U O -C d �, N i O -N U m? O in N 0 of 0 N m .> c_Cv C O L C a) N C O c CO m > O a) L = c.siLn C m O d d o Es 'O U cn "3" 0- L m 7 U O N 7 R m Z L cn C C N m Z a27 T+ _m n .--• O R = as U L T U Q O` 0. c $2<c a) •O facv 7 U U c m c N O C O cn m = 0_ c o a) L @ O 'C V O a) CO O N d co O 0.. c a) to CO �O C ca cn O) L V_ N y E `� Q t m 0 O U U Ce co U O- r W n a) 2 m p) s R a) a) a) = m r a) ` -0 C` QJ o -� O O > U Z C L C) O. Z -o rn h -o i = 3 > N c -o m U) > 0- ia CD 03 0 a) U m o '� E R Z a-° N om" 3 o uni a`> •.off c co .c � E V E .� m E r in a) m aa) `) cO c c CO CO 3 m CD a) o c 3 L.. L g O U n m o iii cnT.co C Q y a) w -- m c a) COO O O O c 0 c a) a) Cn Q• d O) r- c R 2 p c c o 3 a c E o m m c E o o Q TO:C:): no CO m c y o N 3y o c m V g vi -o 2 c2oc rnoaQ)U •pc>>U m a) c m o i U)C c m_ c c c to 12 0 0 .o H a) caR y C N ce C Q 0 0 .... u) CO E .- �)m LL C �,,. 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E Cn O in d •E a) '> > a` c i! c v t= c L Vj '> m U co m co o coU"umi a`> a C -N o m m o a) O c o m a) a) a) o 'c o- c c v) R c co cg o0 a) to c> a> L cn a) a) o> Z U 0 0 0 W n o 'in u_ F- d a U 3= W m .c 0 0 n b us Q 0 m= W 2 v) cn H Q .c m F- CO c .c a 0 d a a a a a a d coco CS) O O O O O O O O O COCO CD CO CO CO CO CO CO C0 CIO ON N N N N N N N N N O CO O O CO CD LO CO N O p CO CMO CO CO LO I,- CO ,- COCO CO CO CO to CO L CO a0 Ea d9,67.3.. - N tai (7. -,.. ESR EA b9 C c O C p R O 0 c t., a .- O R O c R-' 7 a) 0 t CV �6 7 :. N C to - 0 O x a rn 't c R CL to O U CL 0 CA •tA O > '� To •O E Lc) a) y co) CO c T aQ O ca 4) > E ca o as 0 CD C o_ ~ Q O C c C E w T O W O_ R •� >. u) U) > J - N '� O O 1••' f6 c O R O p N 07 Q o o p c E v g SLC) o m rn 9 '=' am N> c 0 0 W C cr)0 �) ) 0 ac) up y a) 2 CO O c LI, O N-CO >_c c0') d m O N c aai E t A C UJ = N E> E O) c O N C.f) CLLI N N "0 0 o_ o �- O C] c M Np R N Q O t' p '� N Cn N ty M w Q) M O U 'O co L-' C dcc p-. .5 N 127 H CON n o o 0 E co co _� R o ti Q M E 0 -� > 00 m o >> p CO,_ 2 R a L1 .T. d c R N U O J as toCO • cO LL d U (U V Vj C N N w R U Ot�oL J pUU �"' ac)rn 0 a) 0CDX o N = o cu rnoLL.7...._,› Eo o @Z T N c `L C7 -g a_ •c in c •_ ° E x a) __ p H o co w o c o C7 o c o 0 0 0 a) o C c o E R x R U R •► 3 w 3 Q c N >- _o > (n a R p ` O O m -p U V to O C 'O L O N a) co CO N Q O N V Z a U)� a) .- .N > o 'C .S Y X m y L C)@ .T. CTO cc N r O O y >_ L E• v c o E . 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LL ▪ @ C 'V -co d E 'O N C j tom--• L2.....1 >p N 5 d • to -@ O N w n o a `n N 3 c 2 d ai o c a o - H L CD CD —CD a• o o o c o 3 "n z y 0 c cv o ai o o 8 E • m = N O co E m• aCasE O C_> ` Y @ -O v) �) U•E EU oEY3 - t- m y -to 0 @m =c o ° - i ny - Q a 2 N> > -Wc o fn.E3c-O -O' .O a) O- o T O N@ O i-W4)a)7O EnVv pLaO)N` =O 0 cn CD N_o5O`@c m▪ @ Ch oU t ) Na _@ O V) Cy0 ▪ -o -0 c= io) CO▪ n o yQ wcmcN ▪ EEa)0) Uo f 2, m o2 a `- 0c'5 v� 'a o @. O Q y CO vO?VOcO NO a> ,a, y o C c.Ce c C. to ) N.c y >. co crstO O n y y @ ocE R c0 C R CD c .0 W o E. • -o .X C N E o@ a) L c a) c u a W is >, @ Q w E y-0 o _o E) R c@ COym R c aNi o u"'i En p a> a' a a °-' m o a E3 E U w E 3 2 M w -o c@= • 0 Q o Q CO m m .S o U@ 0 m CL a a d ✓ r- Cf:) N N 115 N N N CO 0 12. The foregoing is a statement of facts Bruce C. Coles. PE d Chairman and CEO. MACTEC. Inc. and President. MACTEC Enaineerina and Consultina. Inc.* an operating unit comprising companies formerly known as LAW Companies Group, Harding ESE, and PES C. COST INFORMATION Price is not required at this time, but will be part of the negotiation process with those firms that are selected. 1 4MACTEC engineering and constructing a better tomorrow D. CLIENT PERFORMANCE EVALUATION SURVEYS Surveys to be sent directly from past clients to the City. 1 OMACTEC engineering and constructing a better tomorrow LIST OF REFERENCE PROJECTS (FIRM and PM ) O U cam) aa) F -, ted„ U 0a) ✓ aacn w r 2 0 O 2 • 2 PROJECT NAME CLIENT NAME CC X w Q m z PHONE NUMBER w 0 U LO 00 000000 0 0 00 0 -0 00 0000000 o OO O N O O O 0 0 0 0 0 0 O O O O O 00 00000(0 O O 0)0 M f�0 00 c00000O co 0)0 CO cc O O 0) 4 CO c) CC) CO 1— N 0 LC) r (o N r ER Ela ER L Eli Ela ER E— d4 ER ER ER EA 10 O to O • E 2 N U M o O O O 0 0 October -06 0990 O (0 (0 CO 4) N (0 o O c E EEE ° j 2 2 7 a) a> CD O O .a c0 c0 QQ> La) 2 2 so (n cn z Ts > U)• U o) • O O m a) w (0 CJ. N U 2 _ O 6i T '8 Q o) > N J to "d o m N— N °) 7•�Ym O-0 cr. o m (ci� o Y E 2 as N ,a) a) c0 'S 2 a) '5 0 c0 c0 > c0 p 2 o C) a) •— 0 a) a)• c -0a)• Q) E j L • (/) 7 Ts 0 ,• EE a)• NotS.,� a)_o11> �J c0U c a) •E E a) r Q c0 c • 4 � �a) OU � >•— x•— a) y as cLzo>z vH2Mcn2 < LU 0(0 .N E c U U U = m U• o E O o • y • al C C • CT1 J f0 Q V a) 2 N p C 0 0 ToU C O O 'J O u) o w c O O • a) p c V o � U vin) U i U o 2 c a) a cp•i7. N (0 2-0 O C "co O c • N 05 a- 0 O § �'w�a�2`�VU�o� ciao aNim�0 co t 'c a c -p E o G O- J E • E U a o c E o U) a) O co ,N U PE a) N ia .c0 - ,N O • 'N N o E Y F- f if ¢m a_0 •7‹ ... •,— c0 a) d' ch 0 M N in co O N O N O) OO T M N N 10 (0 0) N M 0 E O O 00 10 (0 tt .- N 10 M N- 0 N (0 (n O N (o CO 0 M I� c0 N C Lo (n r LO (n co0M CD N. M 00)i N- (0 n al Q co N (o N. c0 N M (0 Tr a0 E 6 � MMMcco (• (°o M M M UO O Li) L O — M co N ' O O 10 CO CO 0) 305.9 = 0 c a) (D N N CO N O (0 0 0 N. r N O O 2 0 7 0) O 'ct N NO (0 N 0 0 C 71- 0 (0 1 et O) (0 00 O N a_ r (0 (o �f N 1-7). O M c0 (n N a) as O (A O (A r O c0 O O N (n N ▪ 2 N- N '' 00) N- (00 N- 0) N M M ' (00 O C c0 co (o 10 O N (n (P) cot•E O 0 (f) O 0 0 0 O CO O O O p MM CO O MMMMM c0 M M M N2 U c N O N c0 cU0 0 (0 0 N • 0 •• `c29)• � O cL U O Q O 3 • —0- u) as °) o = E .7.7. a) ami' 0 `� < a� �m>L c0 _ • —7iL m 8: H = m ¢ > c Y as m c E co cY aic2ac)ac°p a) Ca -0 •o Oas E i• m �� Q—'3c7)0w Qm ▪ Q a) 0 0 o CD ac) E .-F- a),X - N M ,,t (o (.0 n a0 0) O — NM v co a) a) O O O O O O O O O _ '' ' O O O O 0 0 0 0 0 0 O O O O O 6 2 2 o' a) a) •J a. n. f E. METHODOLOGY AND APPROACH MACTEC understands that the City of Miami Beach plans to engage geotechnical engineering and construction materials testing firms to perform services on a rotating basis for a two year contract. The subsurface studies and laboratory testing services are necessary tasks in the planning of construction of City facilities, right-of-way, and other miscellaneous Capital Improvement projects. Upon receiving a task assignment, MACTEC will provide a project schedule outlining all activities and events required to complete the assigned task. MACTEC services will include: • Meet with the City Engineer, Architect and Project Manager to review requested scope of work • Perform document collection and review of existing documents • Prepare a detailed boring location plan for City approval • Determine drill access and perform underground utility clearance • Prepare Maintenance of Traffic (MOT) Plan • Perform pavement coring activities, borings, drainage testing, etc. • Perform laboratory testing as required • Determine groundwater levels and seasonal high groundwater level • Prepare a geotechnical exploration report including recommendations All of MACTEC's services will be performed by qualified engineers and engineering technicians working under the direction of a Professional Engineer registered in the State of Florida. We will discuss the various aspects of the project with the City of Miami Beach prior to preparing our project schedule, and obtain the required permits. MACTEC has an in-house health and safety program and will comply with the applicable Federal, State, and local laws and provisions governing safety and health. All laboratory testing will be performed in our certified soil and materials laboratory. After completion of the assignment, MACTEC will submit signed and sealed copies of all reports. We will also provide an electronic file copy of our reports. Approach and Solutions On a general assigned contract, many issues can arise that can be critical to the performance of the project. The following are a few examples of issues and solutions that demonstrate MACTEC's experience and approach. • Unanticipated site access conditions and delay in field exploration that can affect the project schedule and cost until site access is achieved. • Perform a site visit during proposal preparation to verify site access. Coordinate with the City's Engineers/and or Project Manager to verify that the site conditions have not changed since proposal preparation. • Unanticipated or un -reported underground utilities which will require relocation of borings or confirmation of utilities will affect the project schedule and cost. • This is difficult to prevent in advance other than to contact the Florida State Sunshine Utility Location Service and contact the City's Utility Department to verify the locations of their utilities on the site. • Unanticipated subsurface conditions, which may require additional or deeper soil borings, which will increase project schedule and cost. 1 OMACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 • The possibility of encountering unanticipated subsurface soil conditions can be reduced by employing a geotechnical consultant who has extensive experience on Miami Beach and who is familiar with the subsurface soil conditions. A review of historical maps and aerial photographs can also indicate what the past site use or conditions. • Changes in the project's building size after the geotechnical exploration, in which case the geotechnical exploration ma not be adequate for the new planned construction. ■ Communication between the Consultant and the project design team is essential to make sure the scope of services given to the geotechnical consultant is up to date. MACTEC's strengths are in our diverse capabilities. We understand that the fundamentals of complete client satisfaction are communication, responsiveness, and flexibility. By committing the necessary resources and management to the contract, MACTEC will deliver effective and quality services to the City of Miami Beach. Using pro -active and aggressive project management, qualified personnel, and the necessary lines of communication, MACTEC will exceed the expectations of work under this contract. 2 MACTEC engineering and constructing a better tomorrow F. QUALIFICATIONS OF CONSULTANT TEAM MACTEC knows that ultimately the client determines "QUALITY" and that understanding our client is the key to providing a quality product. That is why we place major emphasis in developing a project management team that has the proper experience and technical support to handle the client's needs. Effective communication and the development of an accurate understanding of the County's intentions and expectations will be our standard project approach for each task order. We intend on providing a single, direct point of contact: G. Thomas McDaniel, P.E. to act as the Contract/Project Manager and be responsible to correspond directly with respective City representatives. Our Miami Lakes office Manager: Richard A. Minichiello will serve as an emergency, backup point of contact for the City to utilize in the event Mr. McDaniel could not be contacted. MACTEC's Project Manager (PM) will meet with City representatives and will discuss and assist in the development in the scope of work for each task order. With a clear understanding of the work detail, MACTEC's PM will assemble a technical and field services team suited for the work details. A written proposal will be provided that identifies our understanding of the work items and scope of work. We will provide a fee estimate or not to exceed fee amount based on negotiated man-hours and scope of work. A schedule, detailing the estimated completion of our field services, our anticipated technical review period, and an estimate of when our final reporting submittal will be provided. Our PM will have an active role in the technical oversight during each task order and will be able to provide the City with specific details of the work items and/or issues as they are occurring. Project updates will be provided at intervals requested by the City's engineers and representatives. Our PM will be available to make site visits and provide on-site technical assistance as needed or requested. Our staff for this contract consists of the following: Project Manager - a Florida registered professional engineer will supervise our work on particular task orders and provide ultimate responsibility to the City Project Manager. In addition to being directly responsible for the implementation of the project and cost controls, the Contract Manager will also function in a "hands-on" work assignment role as appropriate. Senior Engineers — MACTEC Senior Engineers will direct and supervise technical assignments both in the field and the office, manage specific elements of the project, maintain effective client relations and prepare and conduct technical review of staff, reports, calculations, and prepare technical recommendations for the project. Senior Engineers will also prepare, direct and review cost estimates. Project Engineers / Geologist — MACTEC Project Engineers/Geologists will evaluate, select, and apply standard techniques, procedures, and criteria to perform technical tasks, field tasks, studies, and analysis with ongoing review from project team management. In the event there is a significant amount of work in one area, we have the depth of resources to add additional engineers as needed. Staff Engineers — MACTEC Staff Engineers will perform field exploration, inspection, and analysis and provide technical support for this Contract as well as supplement our inspectors for foundation or other complex field inspections. 1 /MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 R FQ#04-06/07 Senior Inspectors/Engineering Inspectors - The inspection staff has both experience and FDOT certification to effectively meet the needs of the assignment. Additional inspector staff may be drawn upon, if necessary, from our Florida Region. Our engineering technicians and inspectors are FDOT trained in the following areas: • Certified Roadway Technicians • Certified Asphalt Plant Technicians • Certified ACI Concrete Inspectors • Certified Troxler Nuclear Density Gauge Technicians • Radiological Safety Trained and Certified • Radioactive Material User's License • Certified Bridge Inspectors • Certified Earthwork Technicians Clerk/Typist - We can supply clerical support to meet the needs of any given project assignment. Sub -Consultant — MACTEC recognizes and shares with the City the promotion of equal employment opportunity and encourages the participation of Minority and Women Business Enterprises (M/WBE) as well as small business enterprises in all aspects of contracting. MACTEC intends to utilize the services of HR Engineering Services, Inc. (HRES) as our MBE partner. HR Engineering Services, Inc. (HRES) is a certified Minority/Women Business Enterprise (M/WBE) disciplined in geotechnical engineering and construction inspection services. The firm is committed to providing quality and professional expertise in a wide range of engineering areas. HRES' principal engineer has been involved with some of the most challenging engineering projects in South Florida. HRES provides geotechnical services that include subsurface explorations, foundation evaluations and recommendations, and pavement evaluations and recommendations. Its geotechnical expertise includes design, planning, execution of new geotechnical projects and the remedial procedures to correct foundation problems of existing structures, extensive involvement with axial and lateral pile analyses, slope stability evaluation on retaining walls and embankments using geogrids. Other specialties include design of numerous retaining walls types such as mechanically stabilized earth, reinforced concrete, sheet pile cantilever and anchored walls. The firm has geotechnical drilling capabilities. The drilling is performed with a truck mounted drill rig, Central Mining Equipment, model CME -55 with an automatic hammer. HRES also provides construction materials testing inspection services including site preparation and foundation inspections. \CES,/t 2 `MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach MACTEC Team Organization G. Thomas McDaniel, P.E Project Manager / Principal Eng. Richard A. Minichiello Sr. Vice President, Office Manager Geotechnical Engineering Support Staff • Angela Alba, P.E. • Kevin Leung, P.E. • Melvinsky Ramirez, E.I. • Venkata Mandalika, E.I. • Sarat Ponapalli, E.I. • Oscar Rodriguez HR Engineering Services (Geotechnical/Drilling Sub) • Hernando Ramos, P.E. • Wilson Candelaria (Driller) • Oscar Mejias (Driller) • Marithal Barrueta (Driller) December 12, 2006 RFQ#04-06/07 Curtis J. Roos, P.E. Chief Engineer — QA/QC Construction Materials Testing Support Staff • Steven Lubinski, P.E. ■ Caridad Murphy • Guillermo Maya • Lisa Hernandez Engineering Technician Staff • Erwin Barzey • Ihosmani Armas • Heysler Castellanos • Alex Duran • Joe Elizee • Luis Fernandez • Alexis Martinez • Winston Spence 3 • Raul Fernandez • Hernando Garcia • Nelson Mo#ales • Mario Rendon • Marlon Robaina • Karel Sexto • Alejandro Diaz • Valwin Knight MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach Quality Systems December 12, 2006 RFQ#04-06/07 MACTEC understands that our resources, availability, and project understanding are all key factors in providing a quality product. In addition, the training and competency of our staff as well as our internal quality systems all are critical to achieving consistent quality. MACTEC understands the importance of a sound quality system, with checks and balances to ensure quality. MACTEC performs internal safety and quality assurance audits at each branch office locations. Our testing laboratories undergo performance checks and competency reviews from internal as well as external parties such as Construction Materials Engineering Council (CMEC), and Florida Department of Transportation (FDOT) and United States Army Corps of Engineers (USACE). Our field service engineering technicians are highly trained and attend certified training courses and hold certifications in their respective testing disciplines. Annual competency and proficiency reviews are performed by the senior managers to update our staff of recent changes in testing standards and/or field testing procedures. Our Chief Engineers provide oversight for our quality systems and Mr. Curtis J Roos, P.E. will participate in this contract as the Chief Engineer. All of our work products are reviewed prior to distribution. All engineering recommendations or evaluations are reviewed by a Principal Engineer. Our Chief Engineer: Curtis Roos, P.E, and a Principal Engineer: Mr. George Thomas McDaniel, P.E. will have active roles in this contract as they will provide senior technical oversight and provide final technical review of all engineering reporting. Experience and Service Lines MACTEC understands that relevant project experience and resources are both key factors to understanding how to plan, staff and run projects. To meet stringent budget, schedule, and quality objectives, construction projects must be monitored effectively. MACTEC's engineers and technicians have decades of hands-on experience providing field instrumentation, quality assurance/quality control monitoring and testing, as well as administering contracts for private and public sector clients nationwide. Our services include inspecting for conformance with design, and verifying compliance with reviewing agencies. Whether the project needs one field engineer or a full construction monitoring team, MACTEC can get the job done. Resumes of each individual, including education, experience, and any other pertinent information is included for your review. 4 4MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach December 12, 2006 RFQ#04-06/07 Attached, as requested, please find MACTEC's Florida Professional Licenses as well as the licenses for our sub -consultant HR Engineering Services, Inc. XI Ali 7d137.A•r.{. ±HlIRa111.ltcit; c • •17r•Va1: �. • •l olM/•r•sM•1 d(•ZaIM1.7•R:n1 i1R•11.r J T.• ii• r Depart:urnt of Otate I certify from the records of this office that MACTEC ENGINEERING AND CONSULTING, INC. is a Delaware corporation authorized to transact business in the State of Florida, qualified on April 18, 1991. The document number of this corporation is P33646. I further certify that said corporation has paid all fees due this office through December 31, 2006, that its most recent annual report/uniform business report was filed on May 1, 2006, and its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. CR2E022 (01'06) Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Seventeenth day of May, 2006 C.46C.46,6y SueAi. folk Serrctxtq of,Stttte „v �vn o° ,vc 1/4a Vc ins cvi p1n vt.5k cVi`='ncz, 0• 0 t_ IL 15 Old IsOf 1 u v7 tr. 5 'MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach ate cif it i! loarl of MACTEC ririN lirof>r55t `Il 1zttuitwer5 f - . Ctsulting Inc. . %. wz.,//ln"i r w//ini/a• /iii psrr/:i/i•Ns n>. hind //ii/,,/F•.. /n r`�/. In�InMI///� i/v�•/i%: December 12, 2006 RFO#04-06/07 ,,,,,, /.i% �,..:,.n./,..../rr• /:49,3/.. 47/. . f/;.0-4 s . AUDIT NO.: 0507- 001287 CERTIFICATE OF AUTHORIZATION NUMBER: 6090 EXPIRATION: 28 -FEB -07 Acit 2686877 DISPLAY AS REQUIRED BY LAW STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL GEOLOGISTS SEQ#L06072803283 BATCH NUMBER LICENSE NBR 07/28/20061060074972 6B92 The GEOLOGY BUSINESS Named below IS CERTIFIED Under the provisions of Chapter 492 FS. Expiration date: JUL 31, 2008 MACTEC ENGINEERING AND CONSULTING 1105 SANCTUARY PARKWAY SUITE#300 ALPHARETTA GA 30004 JEB BUSH GOVERNOR INC DISPLAY AS REQUIRED BY LAW 6 SIMONE MARSTILLER SECRETARY MACTEC engineering and constructing a better tomorrow Request for Qualifications for Citywide Geotechnical and Laboratory Testing Services, On An As -Needed Basis, For The City of Miami Beach ate of jitorit, �E anihl� +yr.'• Zfreer/de(4.W , kr rooruie,ss o 9genc. .! 71.02 �Lo�rvilcl S?itluleas. <o odors,. deranri s /o de/mete& /inu a vyfwcbiud is .4 c aerLgill ariew 471. December 12, 2006 R FQ#04-06/07 AUDIT NO.: 0507- 001338 CERTIFICATE OF AUTHORIZATION NUMBER: 7991 EXPIRATION: 28 -FEB -07 DISPLAY AS REQUIRED BY LAW ate -• H tJ erJ 11 :2o JJaveed Expiration: 28 -FEB -07 AUDIT NO.: 0507- 023308 c-� c� �i 6fffe /c#' 471. .' �irlrc .Ilii/u44. P.E. Number: 42045 DISPLAY AS REQUIRED BY LAW 7 MACTEC engineering and constructing a better tomorrow M I A M I•DADE •I1 ADA Coordination Agenda Coordination Art in Public Places Audit and Management Services Aviation Building Code Compliance Building Business Development Capital Improvements Citizen's Independent Transportation Trust Communications Community Action Agency Community & Economic Development Community Relations Consumer Services Corrections & Rehabilitation Countywide Healthcare Planning Cultural Affairs Elections Emergency Management Employee Relations Enterprise Technology Services Environmental Resources Management Fan Employment Practices Finance Fire Rescue General Services Administration Historic Preservation Homeless Trust Housing Agency Housing Finance Authority Human Services Independent Review Panel International Trade Consortium Juvenile Assessment Center Medical Examiner Metropolitan Planning Organization Park and Recreation Planning and zoning Police Procurement Management Properly Appraiser Public Library System Public Works Safe Neighborhood Parks Seaport Solid Waste Management Strategic Business Management Team Metro Transit Urban Revitalization Task Force Vizcaya Museum and Gardens Water and Sewer Department of Business Development 111 NW 1st Street • 19th Floor Miami, Florida 33128-1906 T 305-375-3111 F 305-375-3160 miamidade.gov August 4, 2006 Richard A. Minichiello, Manager MACTEC Engineering and Consulting, Inc. 5845 NW 158th Street Miami Lakes, FL 33014 Re: A/E Pre -Qualification Certificate No. 2006-680146861-07 Dear Consultant: Upon review of the information submitted in support of your application for Miami -Dade County's A/E Pre -Qualification Certification, we hereby approve your firm's qualifications to provide professional services to the County as stated in the attached A/E Pre -Qualification Certificate. This certificate should be displayed in a conspicuous location within your facility and will be in effect until the expiration date shown on the certificate. If at any time, your firm applies and is subsequently certified under anyone of the Department of Business Development's business enterprise programs, a revised A/E Pre -Qualification Certificate will be issued and your firm will be afforded the opportunity to participate in the competitive process for County contracts in accordance with provisions of the appropriate business enterprise program. Please note that you are required to report any significant changes to your firm during the A/E Pre -Qualification Certification period, such as changes in staffing, qualifier, ownership, etc., to the Pre -Qualification Certification Coordinator located at Stephen P. Clark Center 111 N.W. 1St Street, 19th Floor, Miami, Florida 33128-1835, within thirty (30) days from such a change. Similarly, upon review of such notification, a revised A/E Pre -Qualification Certificate will be issued. If you have any questions regarding your firm's A/E Pre -Qualification Certification, please contact the Pre -Qualification Certification Management Unit at (305) 375-4784. erely, iMarsha . ackm. , Director Department of Business Development MEJ/AAV: Attachments cc: PQC File Miami -Dade Co inty, Florida PQ Certificate No.: Approval Date: Expiration Date: Business Enterprise: 2006-680146861-07 Page: 1 7/19/2006 7/31/2007 Future live A/ E PRE-QUALIFICATIONCERTIFICATE This certificate is hereby issued to: Richard A. Minichiello, Manager MACTEC Engineering and Consulting, Inc. 5845 NW I 58th Street Miami Lakes, FL 33014 By issuance of this certificate, the applicant, named above, has committed its firm to comply with the specific conditions listed below: I. Affirms its commitment to the submittal of an affirmative action plan (Plan) for the purpose of maintaining equal employment and promotional opportunity, with particular emphasis on improving the minority and/or women work force population and utilization of minority and/or women -owned professional firms, consultants, and/or suppliers. Special meetings will be conducted with executive management and supervisory personnel to explain the intent of the Plan and individual responsibility for effective implementation and making clear the firm's commitment to the Plan. Additionally, the Plan will be discussed at employee orientations and training programs. The Plan will be available for review during normal business hours by contacting the Affirmative Action Officer. Michelle Benetiz is the appointed Affirmative Action Officer and may be reached at (305) 826-5588. 2. Pre -Qualified to offer professional services only in the Miami -Dade County technical categories shown in the attached "Statement of Technical Qualifications." All technical category restrictions must be strictly adhered to. 3. Pre -Qualification Certification (PQC) consolidates the technical certification, affirmative action plan, and business entity registration into one streamlined certification process resulting in the issuance of a Pre -Qualification Certificate. 4. Report any significant changes, such as staffing. qualifier. ownership. firm address, etc.. to DBD 's PQC Unit located at 111 N.W. 1n Street, /0 Floor, Miami. Florida 33128, within 30 days of such a change. Failure to report said changes to DBD may result in the immediate suspension or termination of your firm's PQC certification. 5. Failure to renew your firm 's PQC at least thirty (30) days prior to your firm's current expiration date may result in the suspension and/or termination from County Programs and current orfuture contracts until your firm's Pre -Qualification Certification has been properly renewed. Any lapses in the certiifcation of any of the required PQC areas (vendor registration, affirmative action plan, or technical certification) will result in a lapse in your PQC. Firms are responsible for observing and adhering to all submission deadlines. 6. Any renewal applications and/or supporting documents submitted after the application deadline might delay the review of your firm's PQC certification to the next available Technical Certification Committee meeting. The PQC application, submission deadlines, and the Technical Certification Committee meeting calendar can be found on hie Department of Business Development's web site located at www.tpiamigde,gov/dbd. 7. Permit Miami -Dade County representatives to have access during normal business hours to audit books and records to verify information submitted with this application. This right of access shall commence on the approval date of this certificate and shall :emanate on its expiration date. Please note that if at any time Miami -Dade County's Department of Business Development (DBD) has reason to believe that any person or firm has willfully and knowingly provided incorrect information or made false statements, DBD may refer the matter to the State Attorney's Office and/or other investigative agencies, initiate debarment procedures, and/or pursue sanctions or other legal remedies in accordance with Miami -Dade County policy and/or applicable federal. state and local laws. /f you have any questions regarding this certificate. please contact the PQC Unit at (305) ,Ai MIAMI•DADE 75-1018. Marsha E. Jackman, Dii , Dep ment of Business Development MIAMI DADE Miami -Dade County, Florida Statement of Engineering, Architecture, Landscape Architecture, Land Surveying and Mapping Certification Firm: MACTEC ENGINEERING AND CONSULTING, INC. 5845 N.W. 158 Street Miami Lakes FL 33014 Category 1.04 - Port and Waterway Systems Planning 3.01 - Site Development and Parking Lot Design 4.01 - Engineering Design 8.00 - Telecommunication Systems 9.01 -Drilling, Subsurface Investigations & Seismographic Sery 9.02 - Geotechnical and Materials Engineering Services 9.03 - Concrete and Asphalt Testing Services 9.04 - Non -Destructive Testing and Inspections 9.05 - Roof Testing and Consulting 10.01 - Stormwater Drainage Design Engineering Services 10.02 - Geology Services Committee Review 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 Approval / / / / / / / / / / / / / / / / / / / / Expires 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 Luisa Millan -Donovan, R.A., Chief of Professional Service Division Certification Committee MIAMI - DADE Miami -Dade County, Florida Statement of Engineering, Architecture, Landscape Architecture, Land Surveying and Mapping Certification Firm: MACTEC ENGINEERING AND CONSULTING, INC. 5845 N.W. 158 Street Miami Lakes FL 33014 Category 10.03 - Biology Services 10.04 - Chemistry Services 10.05 - Contamination Assessment and Monitoring 10.06 - Remedial Action Plan Design 10.07 - Remedial Action Plan Implementation/Operation/Maint. 10.08 - Pathogen and Contaminant risk Analysis 10.09-Wellfield,Groundwater,& Surface Water Protection & Mgm 11.00 - General Structural Engineering 12.00 - General Mechanical Engineering 15.01 - Land Surveying 16.00 - General Civil Engineering 17.00 - Engineering Construction Management Committee Review 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 07/19/2006 Approval / / / / / / / / / / / / / / / / / / / / / / / / Expires 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 07/31/2007 Luisa Millan -Donovan, R.A., Chief of Professional Service Division Certification Committee G. THOMAS MCDANIEL, PE Principal Geotechnical Engineer Education Masters of Science Civil Engineering (MSCE - Geotechnical), 1974, Georgia Institute of Technology Bachelor of Science Civil Engineering (BSCE), 1967, Georgia Institute of Technology Registrations Professional Engineer, Florida, 26158 (1978) Professional Engineer, Georgia, 12891 (1981) MACTEC Mr. McDaniel has managed and provided principal technical review on hundreds of geotechnical explorations over the past 28 years. His current responsibilities include planning, analysis, execution and review of geotechnical projects to determine soil and rock properties for use in design of foundations for civil engineering projects from roadway and railways to complex roadway bridges and tunnels. His experience includes analysis and evaluation of data, recommendations for foundation types and site preparations, analysis of deep and shallow foundation systems and field inspection of foundation construction including shallow foundations, driven piles, drilled shafts, pressure injected footing and grouting. His experience has also included slope stability evaluations, and evaluation of geosynthetics applications in geotechnical engineering, and geotechnical ground improvement techniques. Mr. McDaniel has provided project management for geotechnical exploration programs for approximately 4.7 miles of elevated rapid rail transit system guideways, six elevated rapid transit stations and the maintenance yards and shop facilities for portions of the Miami Rapid Transit System. Mr. McDaniel successfully managed these geotechnical explorations which had a combined geotechnical budget of over $1M. Significant cost savings for project foundations were made by providing shallow foundation design alternatives to planned deep foundations for a large portion of the transit system foundations. Mr. McDaniel has acquired additional mass transit experience during his management of the preliminary geotechnical exploration for the Jacksonville, Florida People Mover (rubber -tired rapid transit system). This project included 4.5 miles of transit line and 12 stations. Various preliminary foundation alternatives were considered for the system. Mr. McDaniel has also managed geotechnical exploration programs for multi- laned highways, city streets, railroads, and bridges and parking areas. In South Florida, he performed geotechnical explorations for the Florida Department of Transportation and Miami -Dade Expressway Authority, among others. PROFESSIONAL EXPERIENCE • Miami Intermodal Center (MIC) — Rental Car Facility and MIC Terminal Access Roadways - Performed extensive geotechnical explorations including soil test borings, rock coring and laboratory testing for foundation analysis and design recommendations for Rental Car Facility and Roadway Bridge Structures for construction project. • Tri -Rail Double Track Corridor Improvements, Segment 5 Design/Build Project - Mr. McDaniel is the Principal Geotechnical Engineer for the extensive geotechnical exploration for this 71.7 mile commuter rail project. The project includes new mainline trackage, 2 new stations, and numerous new bridges for canal crossings. • Jewfish Creek Bridge over Intra Coastal Waterway, Key Largo - Mr. McDaniel is the principal Geotechnical Engineer for the extensive geotechnical exploration for this high level 8000 foot 4 -lane highway bridge over the Intra Coastal Waterway. MACTEC is performing over - water soil/rock core borings using a barge in order to provide foundation design information. Laboratory testing of rock core samples will be performed to obtain rock strengths for foundation analysis. MACTEC is also performing slope stability analyses for earth embankments supported on subsurface soils improved by soil mixing. MACTEC will perform inspection of the project foundation construction and will monitor the foundation load testing, including quality control inspections for various phases of the construction. engineering and constructing a better tomorrow Page 1 of 2 G. THOMAS MCDANIEL, PE Principal Geotechnical Engineer • NW 5th Street Bridge Replacement, Miami — Mr. McDaniel is the Principal Geotechnical Engineer for the geotechnical exploration of the 150 foot bascule bridge replacement over the Miami River, approach embankments, bulkheads and approach roadways. MACTEC is performing over -water and on -land soil and rock core borings in order to provide foundation design information. Laboratory analysis is being performed on rock core and soil samples to obtain information for foundation analysis and pavement design. • MacArthur Causeway Bridge, Miami - Mr. McDaniel was the Principal Geotechnical Engineer for the extensive geotechnical exploration for this high level 4 -lane highway bridge over the Intra Coastal Waterway. Geotechnical services included over water drilling, soil test borings and rock coring. High capacity drilled shaft foundations were recommended for this structure. • Miami Downtown People Mover, Brickell and Omni Extensions - Mr. McDaniel was the principal geotechnical engineer for both the Omni and Brickell sections of the Miami People Mover Extensions and has extensive experience with geotechnical explorations for elevated guideway systems. The Omni Extension consists of 1.5 miles of elevated light rail people mover. This extension crossed Interstate Highway 1-395 and had several passenger stations. Client: Parsons Brinkerhoff, Quade and Douglas, Inc. Project Manager: Mr. Bill Anido, P.E. The Brickell Extension has 1.2 miles of elevated light trail People Mover System. This system has a major river crossing and several passenger stations. • Port of Miami Tunnel, Miami - The Florida Department of Transportation (FDOT) began the PD&E study for a vehicular traffic tunnel connecting Interstate Highway 1-395 on Watson Island with the Port of Miami located on Dodge Island. The proposed tunnel was to be approximately 0.6 miles in length and pass beneath the main shipping channel of the port and the present cruise ship terminal on the north side of the Port of Miami. The purpose of the tunnel was to provide alternate access to the Port and to relieve heavy truck traffic congestion from the surface streets of downtown Miami. Mr. McDaniel was the Principal Geotechnical Engineer for MACTEC's evaluation of the subsurface conditions along the Port of Miami Tunnel alignment. This evaluation consisted of deep soil test borings with rock coring at locations along the alignment. Soil borings were performed on land on Dodge Island and Watson Island as well as over water in the Port channel. MACTEC's services included determining the subsurface soil/rock conditions as they related to tunnel, immerse tube, and cut and cover construction. Lab testing included unconfined compression testing of the rock cores as well as soil classification testing. MACTEC evaluated portal construction, including open cut sections as well as intermediate cut and cover tunnel sections which included dewatering, and earth retaining structures. For the channel crossing, MACTEC evaluated both bored tunnel and immersed tube construction. Tunnel parameters included soil/rock permeability, solution cavities in the rock, and rock abrasiveness to tunnel equipment. MACTEC also provided ongoing tunnel and geotechnical consultation to the project team throughout the PD&E process. The PD&E study included reviewing several concepts including a bored tunnel, cut and cover, and immersed tube tunnels. fMACTEC engineering and constructing a better tomorrow Page 2 of 2 CURTIS J. ROOS, PE Chief Engineer Education BS, Civil Engineering, 1974 Registrations Registered Professional Engineer in Florida, 27570, 1979 Mr. Roos has worked closely with public and private sector clients providing services such as geotechnical explorations, slope stability and other analysis for dredge spoil dikes, he has evaluated the geotechnical aspects for pipelines and infrastructure in Miami, Naples, Orlando, St. Petersburg, Tampa and West Palm Beach and has performed engineering evaluations of construction vibrations including pre -vibration and post -vibration studies and ghost -authored a general interest article on construction vibrations and their effect on residential structures. Mr. Roos has performed engineering services on numerous Florida Department of Transportation (FDOT) projects in Districts 1, 3, 4, 6 and 7, and is very familiar with FDOT practices and procedures. He also has experience with elevated mass transit. Those projects included the Jacksonville People Mover and the two -mile -long downtown segment of the Miami Metrorail. He has experience in sinkhole evaluation and remediation, and has been recognized as a geotechnical engineering expert witness in trials and arbitration proceedings. PROFESSIONAL EXPERIENCE • South Florida Water Management District C-43 Basin Storage Reservoir Planning and Construction - Developed information concerning the site and subsurface conditions in order to evaluate the suitability of the subsurface soils and rock for support of a storage reservoir to serve the Caloosahatchee River (C-43) Basin as part of the CERP. Performed a preliminary geotechnical investigation for one of the potential reservoir sites located on an existing orange grove. This site could be converted into a water storage reservoir working in conjunction with a future Aquifer Storage and Recovery (ASR) well system to be located adjacent to the reservoir. The reservoir is intended to provide 160,000 acre-feet of water storage and will have overall dimensions of approximately 5.3 miles by 5.0 miles. The proposed earth embankment (berm) heights will approach 20 feet. • Florida Department of Transportation Interstate 275 Segment 1A Reconstruction Geotechnical Engineering - Geotechnical engineering, drilling, and laboratory testing services for 10 -mile section of existing high-volume, multi -lane interstate highway in support of Prime Contract with Florida DOT. Scope included 17 bridge structures, 3 overpasses, 6 miles of retaining wall structures, 15 retention ponds, culverts, and extensive reconstruction / realignment of 1.5 miles of urban interstate. • Florida Department of Transportation Sunshine Skyway Bridge Construction Engineering Inspection (CEI) Services - Construction engineering inspection (CEI) services in conjunction with post -tension repairs to piers 88-105 and 118-135 of Sunshine Skyway Bridge, spanning Tampa Bay between Pinellas and Manatee counties. Work involved pier cap waterproofing. • Tampa International Airport Airside C AGT System Replacement Inspection Services - Drilled shaft installation inspection and reinforcing steel inspection for elevated passenger transport system from airport's main terminal to airside C. MACTEC engineering and constructing a better tomorrow Page I ,,i CURTIS J. ROOS, PE Chief Engineer • Tarmac America (now Titan America) Silos Threshold Inspection and Geotechnical Consulting Services - Geotechnical and inspection services including geotechnical exploration, foundation installation inspection for four 180 -foot -tall cement silos founded on drilled shafts bearing in limestone formation; and threshold inspection for construction of continuous -pour slip serving silos. • Cypress Creek Town Center DRI Phase II Development Construction Materials Testing and Inspection - Construction materials testing for development of extensive stormwater drainage and collection system for retail mall and housing development near environmentally sensitive water body. Testing provided for 4,500 -foot divided roadway and 900 -foot two-lane roadway; 3,900 feet of sanitary sewer gravity line; 3,000 feet of sanitary sewer force main; 6,000 -foot water main; 4,200 -foot storm sewer; 7,500 -foot potable water main; and stormwater ponds, weir berms and 100,000 cubic yards of earthwork. • Wal-Mart Store Construction Materials Testing, Roofing and Structural Steel Inspections - Construction materials testing (soils, paving, concrete, masonry), structural steel inspection and roofing inspection for work on 208,000 -square -foot retail superstore (Store No. 5218). TMACTEC engineering and constructing a better tomorrow Page 2 of 2 STEVEN A. LUBINSKI, PE Senior Engineer Education M.S., Engineering Management, University of Missouri -Rolla, 2002 B.S., Civil Engineering, Michigan Tech University, 1997 U.S. Army, Specialized Leader Training: Engineer Officer Basic Course, Engineer Officer Advanced Course, Safety Officer Course, Combat Engineer Leader Course Independent Study, Arctic Engineering, Emergency Medical Science Registrations Professional Engineer, Florida #62701, 2005 /JMACTEC Mr. Lubinski has worked as a Civil Engineer for the past 9 years. His expertise includes project management, construction materials testing, inspection, and investigation. Mr. Lubinski joined MACTEC as a Senior Engineer. He is responsible for the overseeing construction materials and geotechnical engineering projects. He also serves as the Quality Assurance Officer for MACTEC's Miami office. Field Inspection and Testing Conducted extensive field inspections including reinforcing steel, welding, glazing frame, bolted connection, nelson stud, and masonry wall inspections. Served as special inspector of record for numerous projects in South Florida. Qualified as Nuclear Field Density Gauge Operator and Radiation Safety Officer Construction Materials Investigation Performed and oversaw non destructive testing and investigation of masonry construction using pachometers and swiss hammers. Managed multiple projects involving coring to determine strength of concrete slab, and roof wind uplift testing following damage from Hurricane Wilma. Quality Control / Assurance Analyzed safety procedures and implemented safety training programs, reducing accidents by 50% as safety officer of a 100 person organization. Served as purchasing officer, awarding and overseeing government contracts with international companies in excess of $5,000,000 in Iraq and Kuwait. Assisted in the successful management of a $1,300,000 annual budget by overseeing ordering, receiving, and processing of supplies for a 400 person unit. Managed landmine removal and destruction using explosives with zero accidents. Supervised sub -arctic construction in Alaska, obtaining all required military and civilian permits, and ensuring all regulations were complied with. Developed and oversaw the security plan for a 700 person organization and thousands of classified documents in a combat zone. PROFESSIONAL EXPERIENCE • General Aviation Center, Miami International Airport, FL: Project Manager, providing construction materials testing and inspection, including welding inspection, concrete and soil density testing, California Bearing Ratio, Proctor Tests, concrete coring and flexural beam testing. • Aventura Medical Arts Building, Aventura, FL: Project Manager, 6 stories, providing construction materials testing and inspection, including threshold inspection • Carmax, Miami Lakes, FL. Project Manager, providing construction materials testing and inspection. • Elementary School ¥1, Miami -Dade County, FL, for Miami -Dade Public Schools: Project Manager, providing construction materials testing. • Target Stores, Pembroke Pines, FL: Project Manager and Special Inspector of Record. engineering and constructing a better tomorrow Page 1 of ANGELA L. ALBA, PE Senior Geotechnical Engineer Education M.S., Civil Engineering, Massachusetts Institute of Technology, February 1998 B.S., Civil Engineering, Magna Cum Laude, University of Puerto Rico, May 1995 Registrations Registered Professional Engineer in Florida, 58538, June 2002 %MACTEC Ms. Alba is responsible for project coordination and report preparation for geotechnical projects in South Florida. She has seven years of experience providing engineering services that span all phases of the project implementation, as well as, design phases. Project work has included geotechnical analyses, foundation design and installation, excavation support, excavated soil management, and finite element analyses for earth support systems and soil stabilization. In addition, Ms. Alba has been involved in geotechnical subsurface investigations, slope stability analysis, groundwater monitoring, landfill liner system design, stormwater management system design, and permitting for several lateral expansions of solid waste disposal facilities in South Florida. Prior to joining MACTEC, Ms. Alba served as a Geotechnical Engineer for Haley & Aldrich, Inc. and as Assistant Project Manager for Globex Engineering and Development. Geotechnical Exploration Programs - Ms. Alba has provided project coordination and engineering services for geotechnical projects in South Florida, Massachusetts, New Hampshire, Vermont, Oregon and Puerto Rico. Her responsibilities have included planning and monitoring subsurface investigation programs, conducting engineering analyses, preparation of design reports, plans and specifications, and observation and documentation of construction progress. Field engineering experience includes projects that have involved earthwork control, foundation installation, geotechnical instrumentation and subsurface explorations. Shallow Foundations - Ms. Alba has experience in the performance of geotechnical explorations resulting in recommendations for support of various structures on shallow foundation systems in various soil conditions. She has assisted in the design of shallow foundation elements for structures ranging from residential structures to commercial developments. Deep Foundations - Ms. Alba has been involved in the design and construction of various types of deep foundations. She has provided geotechnical analyses, design recommendations and construction monitoring for the installation of cast -in-place, displacement and non-displacement driven piles, including augered cast -in-place piles, pressure injected footings, and drilled shafts. Foundation recommendations and monitoring has been performed for various structures including commercial construction, bridge and tunnel projects. In -Situ Geotechnical Testing - Ms. Alba has been involved in the performance of in-situ geotechnical testing on a variety of subsurface soil and rock formations. Her in-place testing experience includes standard penetration resistance, piezocone penetration tests, vibrating wire piezometer installation and monitoring, settlement monitoring plates and water pressure testing. The results of these various tests have been utilized to provide recommendations for various geotechnical related construction operations or quality assurance or monitoring of various construction techniques. Bridge/ Highway Projects - Ms. Alba has been involved in the subsurface exploration, geotechnical analysis, and design for several bridge and highway projects for the department of transportation of Florida, Massachusetts, Vermont, New Hampshire and Puerto Rico. Responsibilities have included site characterization, foundation analyses, settlement analysis, slope stability analysis, liquefaction potential evaluation, lateral load - deflection analysis, evaluation of ground improvement methods and finite element analysis. engineering and constructing a better tomorrow Page / qf 2 ANGELA L. ALBA, PE Senior Geotechnical Engineer Earth Retaining Structures - Ms. Alba has been involved in the geotechnical evaluation and design of various types of retaining structures, including reinforced steep slopes, and soil nail walls. Her involvement has consisted of performing detailed geotechnical explorations and evaluations for development of design parameters as well as the evaluation of the performance of existing retaining structures. Responsibilities have included slope stability analysis, seepage analysis under rapid drawdown conditions, hydrocompression settlement calculations, and bearing capacity analysis. Engineering Computer Applications - Ms. Alba has performed engineering analyses using engineering software applications. These computer analyses include pile driving wave equation, pile lateral load -deflection, slope stability, foundation settlement, finite element analysis, soil nail wall design, and stormwater management system design. PROFESSIONAL EXPERIENCE • Senior Engineer & Project Coordinator: Tri -Rail Commuter Train from Miami -Dade County to Palm Beach County, Florida - Responsible for performing engineering analysis and preparing geotechnical reports for the double tracking of the final 45 miles of the South Florida Rail Corridor. The project includes installation of new track; upgrades to existing track; construction/ rehabilitation of bridges over 12 canal crossings and the New River; renovation of nine existing rail stations; and signal and crossing upgrades. Engineering analysis included axial and lateral capacity of driven piles, global stability analysis for retaining walls, settlement calculations, and design of permanent sheetpile walls. Responsible for coordinating drilling activities, laboratory testing, and invoicing. • Senior Engineer & Project Coordinator: Florida Department of Transportation Miami Intermodal Center (MIC), Miami, Florida - Responsible for performing engineering analysis and preparing geotechnical reports for a multi -faceted transportation project that includes two buildings, the rental car facility, a people mover, the MIC core building, and all associated new at -grade roadways, elevated highways, bridges, and retaining walls. Engineering analysis included axial and lateral capacity of drilled shafts and driven piles. Responsible for coordinating drilling activities, laboratory testing, and invoicing. • Senior Engineer: Florida Department of Transportation 5th Street Bridge Replacement - Responsible for performing engineering analysis and preparing geotechnical reports. Engineering analysis included axial and lateral capacity of drilled shafts and driven piles, and slope stability analysis for MSE walls. Responsible for coordinating drilling activities, laboratory testing, and invoicing. • Senior Engineer: Florida Department of Transportation Jewfish Creek Bridge - Responsible for performing engineering analysis and preparing geotechnical reports. Engineering analysis included axial and lateral capacity of drilled shafts, slope stability analysis for soil mixing evaluation and MSE wall. Responsible for coordinating drilling activities, laboratory testing, and invoicing. �'MACTEC engineering and constructing a better tomorrow Page 2 alt KEVIN K. LEUNG, P.E. Senior Geotechnical Engineer Education B.S., Civil Engineering, Ohio State University, 1999 Registrations Registered Professional Engineer, FL 63036 Member of American Society of Civil Engineer CMEC LBR Technician FDOT Concrete Laboratory Technician Specification FDOT Concrete Field Inspector Specification ACI Concrete Field Testing Technician Grade (I) ACI Concrete Strength Testing Technician ACI Aggregate Field Testing Technician (MACTEC Mr. Leung is currently a Senior Geotechnical Engineer with MACTEC. Mr. Leung has been involved in the geotechnical aspects of different projects ranging from small shallow foundations to the design and installation of deep foundations. Prior to joining MACTEC, Mr. Leung worked as a Staff Engineer for another consulting firm and during that time, he worked on the Ohio State Stadium renovation project and inspected the steel placement and foundation. In addition, he has worked on numerous projects involving geotechnical explorations and recommendations for bridges, highways, earth retaining structures, high rise buildings, communication towers, residential, and industrial developments. FDOT geotechnical studies consisted of roadway soil surveys and retaining structures. Construction Experience - Mr. Leung has experience in steel placement and laboratory testing of construction materials. He has performed ASTM standard proctor tests and determined the gradation and specific gravity of asphalt. He has also performed tests on concrete cylinders, determined the slump and air of freshly made concrete and determined the compressive strength of concrete cylinders. Construction Instrumentation Experience - Mr. Leung has performed and supervised the performance of some construction related instrumentation. He has experience with the dipstick in determining floor flatness and the Troxler nuclear gauge to determine the moisture -density of soils and aggregate. Geotechnical Experience - Mr. Leung has provided foundation services on several geotechnical explorations and geotechnical related construction projects. He is responsible for coordination and monitoring of subsurface explorations, soil/rock sample identification and laboratory testing, analysis and evaluation of field data, and foundation types. Experienced with deep foundation and ground improvement techniques (e.g. auger cast piles, Vibro- systems, etc.) applied to different projects within the private and public sectors. Engineering/General Computer Applications - Mr. Leung has experience using different engineering and general software applications. Geotechnical engineering software include L -Pile, SPT97, settlement analyses and GINT software. PROFESSIONAL EXPERIENCE • Tri -Rail Commuter Train from Miami -Dade County to Palm Beach County, Florida - Project Engineer providing geotechnical engineering services, including drilling, lab testing and engineering analysis for double tracking, extension and upgrading, including track installation and upgrades, bridge construction and rehabilitation, and rail station renovation. Field services include coordination of four drilling crews performing feet of borings (SPT and rock coring) and in-situ permeability testing. Fees: $509,8008,000 • FDOT; Miami Intermodal Center — Rental Car Facility, Miami, Florida - Project Coordinator providing geotechnical engineering services, including drilling, lab testing and engineering analysis for the proposed five story Rental Car Facility. Field services included coordination of the drilling crew performing test borings (SPT and rock coring) and in-situ permeability testing as well as augercast piles monitoring. engineering and constructing a better tomorrow Page l (?f 2 KEVIN K. LEUNG, P.E. Senior Geotechnical Engineer • USACOE; 8.5 Mile Restoration Project, Homestead, Florida - Staff Engineer responsible for report services and geotechnical engineering field support, including on site soil classification, coordination of two drilling crews performing test borings (SPT and rock coring). �MACTEC engineering and constructing a better tomorrow Page 2 of 2 MELVINSKY RAMIREZ, E.I.T. Project Engineer Education Bachelor of Engineering (Civil Engineering), Walla Walla College,College Place, Washington, 1997 Bachelor of Engineering (Civil Engineering), Pedro Henriquez Urena National University, Santo Domingo, Dominican Republic, 1995 Registrations Engineer -in -Training (E.I.T) Radiation Safety and Nuclear Gauge Certification (CPN) MACTEC Mr. Ramirez joined MACTEC in 2006 as a Project Engineer. He has approximately 10 years of experience as a Geotechnical Engineer. Mr. Ramirez is responsible for project coordination and technical report preparation for geotechnical projects in South Florida. He has approximately 10 years of experience providing engineering services throughout the states of Washington, California, and Florida. Project work has included site studies, soil assessment, subsurface investigations, geotechnical analyses, and shallow and deep foundation design and installation. Prior to joining MACTEC, Mr. Ramirez worked for approximately 16 months in a 660 -acre housing development as Sr. Staff Engineer. This massive grading operation produced a cut/fill volume in excess of 18 Million cubic yards and it is located in the area of Highgrove, an unincorporated city within the County of Riverside, California. Mr. Ramirez duties included supervising six soil technicians, one for each individual housing tract. Duties while onsite included observation and approval of removal bottoms, organizing paperwork such as field daily reports, timecards and compaction test sheets. Compaction reports of each individual tract were also written by Mr. Ramirez. Mr. Ramirez was certified as an Engineer in Training in 1999. Prior to working in the geotechnical field, Mr. Ramirez worked as a design engineer for an Architectural Pre -cast manufacturer in the state of California. PROFESSIONAL EXPERIENCE • Sr. Staff Engineer: Spring Mountain Ranch, Riverside County, California Performed soil removal inspections and approved removal bottoms for engineered fill to be placed. Coordinated with general contractor and grading contractor to determine the volume of material moved every week. Supervised the work of six soil technicians who observed and tested the placement of compacted engineered fill. Held safety meetings to ensure general safety of the technicians while driving around the heavy earthmoving equipment. Logged daily activities in a journal and plotted the removal bottom coordinates on the specific housing tract plans. Used GPS (Global Positioning System) technology throughout the duration of the grading operation. • Sr. Staff Engineer: Jess Ranch Marketplace, Apple Valley, California Performed a Geotechnical investigation on this multiple retail building development. The Geotechnical investigation consisted of drilling several soil borings, classification, logging and sampling of the soils encountered. Evaluated soil laboratory test results and prepared a Geotechnical Report summarizing appropriate recommendations for foundation design and general grading operations for each one of the retail buildings. Mr. Ramirez also was in charge of monitoring the budget and approving or rejecting invoices. • Sr. Staff Engineer: Sunrise Communities, Sun City, California Performed a Geotechnical investigation for this proposed housing community. The Geotechnical investigation consisted of site layout for boring location, utility clearance, and drilling scheduling. The drilling of 17 soil borings to several depths was accomplished during a three day period. The samples were carefully contained, sealed and taken to the laboratory for evaluation. Mr. Ramirez assigned the extensive laboratory work and due to engineering and constructing a better tomorrow Page Igf2 MELVINSKY RAMIREZ, E.I.T. Project Engineer time constrains, helped the laboratory personnel perform some tests such as Consolidation tests, Direct shear analysis, R -values and gradation tests (Sieve Analysis). Mr. Ramirez also was in charge of monitoring the budget and approving or rejecting invoices. ■ Sr. Staff Engineer: Super Wal-Mart, Baldwin Park, California Performed a Geotechnical investigation for this proposed retail store. The Geotechnical investigation consisted of site layout for boring location, utility clearance, and drilling scheduling. The drilling of 11 soil borings to several depths was accomplished during a two day period. The samples were carefully contained, sealed and taken to the laboratory for evaluation. Mr. Ramirez assigned the extensive laboratory work. Mr. Ramirez also prepared a pavement design evaluation for the multiple parking areas and access ramps. Supervise the asphalt pavement of the parking lot and collected samples of the asphalt for laboratory evaluation. Mr. Ramirez also was in charge of monitoring the budget and approving or rejecting invoices. • Project Engineer: Parkside Towers, Foster City, California Responsible for the different stages of this project. (Shop Drawings) Oversaw the submittal of the shop drawings issued by the company to the City, Structural engineer(s) of record, and the architect(s) of the project for approval. (Production Planning) Implemented drafting skills to generate the Architectural, G.F.R.C., Natural Stone pre -cast panels to the production plant for fabrication, also needed to ensure correct dimensions, and color of the panels to be cast. (Erection) Responsible for the loading and shipping of the pre -cast panels to the jobsite. Also, monitored the safe erection of the pre- cast panels on the building. Field work included correct crane layout and positioning, inspection of the pre -welded connections on the building, looking for shape, size, and the required weld(s). • Sr. Staff Engineer: Interstate 90 Overlay, Snohomish, Washington Performed County regulated asphalt testing and sampling along the Snohomish mountain pass. Engineering duties included daily field reports and in-situ testing of asphalt placement and compaction. Samples were collected from batch trucks and delivered to the laboratory for Marshall testing. Performed Marshall testing to obtain correct parameters for compaction testing. Other duties included coordination with subcontractor for scheduling during night work. • Sr. Staff Engineer: Seattle -Tacoma International Airport, Sea -Tac, Washington Performed Federal regulated asphalt and concrete testing and sampling along 12 proposed taxi ways for the airport terminals. Engineering duties included daily field reports and in-situ testing of asphalt and concrete placement and soil compaction. Samples were collected from batch trucks and delivered to the onsite laboratory for testing. Performed laboratory testing and delivered test results and final report to city inspector. 1MACTEC engineering and constructing a better tomorrow Page 2of2 CARIDAD R. MURPHY Field Services Supervisor Education Bachelor of Science (1992), Civil Engineering, Central University of Las Villas, Villa Clara, Cuba Registrations FDOT CTQP QC Manager Nuclear Safety Certification Radiation Safety Officer FDOT / ACI Aggregate Field Testing Technician FDOT / ACI Aggregate Lab Testing Technician FDOT LBR Testing Technician FDOT Concrete Field Technician Level 1 FDOT Concrete Field Technician Level 2 FDOT Concrete Lab Technician Level 1 FDOT/ACI Concrete Strength Testing Technician — Level I FDOT/ACI Aggregate Field Testing Technician Qualified Sampler Technician ;dMACTEC Ms. Murphy oversees MACTEC's Miami Lakes Construction Materials Testing Laboratory and her duties include supervision of the laboratory in planning daily tests and inspection activities. Ms. Murphy is experienced in performing all field and laboratory tests required for quality control testing and inspection of soils, asphalt, and concrete. Ms. Murphy is also responsible for quality control testing and inspection services for all transportation projects for the Miami Lakes performance evaluation of soils, concrete, and asphalt testing. PROFESSIONAL EXPERIENCE • Sawgrass Expressway Toll Plaza, Broward County, FL — Performed laboratory soils and concrete testing in support of Contractor Quality Control (QC) testing for this Florida Turnpike Enterprise project. • S.R. 944 Improvements, Miami -Dade County, FL — Performed laboratory soils and concrete testing in support of Contractor Quality Control (QC) testing for this Florida Department of Transportation project. • N.W. 103`d Street Improvements, Miami -Dade County, FL — Performed laboratory soils and concrete testing in support of Contractor Quality Control (QC) testing for this Florida Department of Transportation project. • Consolidated Rental Car Facility at Ft. Lauderdale/Hollywood International Airport, Broward County, FL — Performed comprehensive soils testing for geotechnical evaluations. • Palm Beach International Airport Runway 9L -27R Partial Taxiway, West Palm Beach, FL — Performed comprehensive soil testing for geotechnical evaluation. • 1-95 HOV Lane Expansion from Congress Avenue to north of Blue Heron Blvd., Palm Beach County, FL — Performed comprehensive soil testing for geotechnical evaluation. • 1-95 HOV Lane Expansion from 45th Street to Blue Heron Blvd., Palm Beach County, FL - Performed comprehensive soil testing for geotechnical evaluation. • N.E. 40th Street between Miami Avenue and N.E. 2"d Avenue and N.E. 2nd Avenue between N.E. 36th Street to N.E. 43`d Street, Miami, FL — Performed comprehensive soil testing for geotechnical evaluation. • Yamato Road Widening from Military Trail to 1-95, Palm Beach County, FL — Performed comprehensive soil testing for geotechnical evaluation. • North Andrews Gardens Neighborhood Improvements, Broward County, FL — Performed soils and concrete lab testing for this large- scale paving and drainage project. • Palmetto Expressway (S.R. 826) at S.W. 56th street, S.R. 874 and S.W. 40th Street Exits, Miami -Dade County, FL — Performed comprehensive soils testing for geotechnical evaluation. engineering and constructing a better tomorrow Page I o/ 2 CARIDAD R. MURPHY Field Services Supervisor • South Florida Water Management District Professional Engineering and Testing Services Contracts, Florida — For the past 4 years, Ms. Murphy has performed geotechnical and construction materials lab testing for more than 60 projects ranging from the construction of access roads and bridges, water control structure upgrades and replacements and the construction of earthen levees and dams. • Florida Department of Transportation, Districts 4 and 6 — Ms. Murphy supervises laboratory verification testing on concrete and soils construction materials according to the applicable Florida Sampling and Testing Methods, AASHTO Methods, and ASTM Standards. Ms. Murphy also coordinates all project proposals, billing, client correspondence, deliverables, and data entry. Ms. Murphy has performed these services on the following FDOT projects: ✓ SR 80 (Palm Beach County) ✓ SR 5 (Monroe County) ✓ SR 5 (Martin County) ✓ Powerline Road ✓ Southeastern Prestress Yard ✓ Florida Rock and Sand Prestress Yard (Florida City) • Miami -Dade Expressway Authority — Ms. Murphy supervises material testing, inspection, environmental and certification services as well as revises and approves Concrete and Asphalt Quality Control Plans for MDX. Projects where Ms. Murphy has performed these services include: 836-14 836-15 "gqi MACTEC engineering and constructing a better tomorrow Page 2 of 2 VENKATA MANDALIKA, E.I.T. Staff Geotechnical Engineer Education Master of Science (Civil Engineering), Lamar University, Beaumont, TX 2004 Bachelor of Engineering (Civil Engineering), Chaitanya Bharati Institute of Technology, Hyderabad, India, 2003 Registrations Engineer -in -Training (E.I.T) JMACTEC Mr. Mandalika joined MACTEC in 2005 as a Staff Engineer. He has one year of experience as a Civil Engineer Mr. Mandalika is responsible for project coordination and technical report preparation for geotechnical projects in South Florida. He has one year of experience providing engineering services that span all phases of the project implementation, as well as, design phases. Project work has included geotechnical analyses, foundation design and pile installation. Prior to joining MACTEC, Mr. Mandalika served as a Trainee Engineer for Municipal Corporation of Hyderabad, India. He was a scholarship holder in both his Bachelors and Masters in Civil Engineering. In addition to that he is certified as Engineer in Trainee last year. He has some research experience on polyester fiber structures, smart structures and four of his technical papers were selected for an international conference in china and national conferences in United States and in India. PROFESSIONAL EXPERIENCE • Staff Engineer: Florida Department of Transportation Jewfish Creek Bridge, Key Largo. Assisted Senior Engineer in performing engineering analysis, geotechnical exploration and preparing geotechnical reports. Engineering analysis included axial capacity of drilled shafts. Geotechnical Exploration includes performing FB Deep analysis to obtain capacity reports and graphs. Responsible for monitoring some over water drilling activities, preparing the bore logs and selecting the samples for laboratory testing. • Staff Engineer: Florida Department of Transportation 5th Street Bridge Replacement Assisted Senior Engineer in performing Grain Size Analysis and preparing graphs. Responsible for utility clearance of this project. ■ Staff Engineer: Coral Way Jeep Chrysler Dealership Responsible for site investigation, utility clearance and preparing boring location layout, Geotechnical Exploration includes classifying the soil samples, analyzing the field data and preparing bore logs. Assisted Senior Engineer in preparing the geotechnical report. ■ Staff Engineer: Palazzo Del Mare Responsible for checking the field data for load tests and pile installation and preparing the technical reports for both. • Staff Engineer: Ocean Place One Responsible for analyzing the field data and preparing the load test report. • Scholarship Student, Lamar University, Beaumont, TX, Jan '04— Dec '04 Project on "Sanitary sewer rehabilitation of small diameter mains" for City of Beaumont, Water Utilities Division, Jefferson County, Texas, involved engineering and constructing a better tomorrow Page ! of 2 VENKATA MANDALIKA, E.I.T. Staff Geotechnical Engineer reviewing the Texas administrative code, population estimate, site inspection, pipe material research, and installation method. The pipe size and the grade, manhole and clean out locations are determined. Design drawings were prepared using AutoCAD 2002 and the construction cost is estimated. ■ Trainee Engineer, Municipal Corporation of Hyd, India., Jan '03— Jun '03 Reviewed the existing Hyderabad city map and suggested all the possible ways for the decongestion of National Highway -9. Project involved the design of a bridge as per IS Code 456- 2000 , Traffic volume studies were conducted and an alternate route is suggested. ■ Dept. of Civil Engineering, CBIT, Hyderabad ,Summer Project, May 2002 Project on "Investigations on Polyester Fiber Reinforced Concrete Structures", involved Casting and testing 120 PFRP and Concrete cubes, 20 PFRP and concrete cylinders and 5 PFRP and concrete beams. Compared the strengths for the casted ones with PFRP and without FRP for four water cement ratios and four different percentages of Polyester fiber and estimated the cost difference MACTEC engineering and constructing a better tomorrow Page 2 of 2 SARAT CHANDRA PONAPALLI, E.I.T. Staff Geotechnical Engineer Education Master of Science (Civil Engineering), University Of Mississippi, Oxford, MS 2005 Bachelor of Engineering (Civil Engineering), Chaitanya Bharati Institute of Technology, Hyderabad, India, 2003 Registrations Engineer -in -Training (E.I.T) I MACTEC Mr. Ponapalli joined MACTEC in 2005 as a Staff Engineer. He has one year of experience as a Civil Engineer. Mr. Ponapalli is responsible for project coordination and technical report preparation for geotechnical projects in South Florida. He has one year of experience providing engineering services that span all phases of the project implementation, as well as, design phases. Project work has included geotechnical analyses, foundation design and pile installation. Prior to joining MACTEC, Mr. Ponapalli served as a Site Engineer for Aster Infrastructures, in Hyderabad, India. He was a scholarship holder in his Bachelors and Masters in Civil Engineering. In addition to that he was certified as an Engineer in Training in 2005. He has some research experience on Composite Materials, Finite Element Analysis, and three of his technical papers were selected for an international conference in Korea and national conferences in United States and in India. Also two of the technical papers were sent for review and will soon be published in the ACI journal in United States. PROFESSIONAL EXPERIENCE • Staff Engineer: Florida Department of Transportation Jewfish Creek Bridge, Key Largo. Assisted Senior Engineer in performing engineering analysis, geotechnical exploration and preparing geotechnical reports. Engineering analysis included axial capacity of drilled shafts. Geotechnical Exploration includes performing FB Deep analysis to obtain capacity reports and graphs. Responsible for monitoring some over land drilling activities, preparing the bore logs and selecting the samples for laboratory testing. • Staff Engineer: Florida Department of Transportation 5th Street Bridge Replacement Assisted Senior Engineer in performing Grain Size Analysis and classifying the soils. • Staff Engineer: Miami Dade College( North Campus) Science Building Responsible for site utility clearance and preparing boring location layout, Geotechnical Exploration includes classifying the soil samples, analyzing the field data and preparing bore logs. Assisted Principal Engineer in preparing the geotechnical report. • Staff Engineer: Miami Dade County Public Schools; Mays Middle School Responsible for site utility clearance and preparing boring location layout, Geotechnical Exploration includes classifying the soil samples, analyzing the field data and preparing bore logs. • Staff Engineer: State School Projects U-1, A-1 and D Responsible for site utility clearance and vegetation clearance, preparing boring location layout, Geotechnical Exploration includes classifying the soil samples, and preparing bore logs. engineering and constructing a better tomorrow Page 1 a[2 SARAT CHANDRA PONAPALLI, E.I.T. Staff Geotechnical Engineer • Staff Engineer: Florida Turnpike Enterprise Expansion of Sawgrass Expressway Responsible for performing vibration monitoring at some of the residences that were having vibrations due to the construction going on the highway. Also assisted senior engineer in preparing the vibration monitoring reports. • Scholarship Student, University of Mississippi, Oxford, MS, Aug '03— Aug '05 Thesis on "Diagnostic Evaluation and Repair of Deteriorated Concrete Bridges" for Mississippi Department of Transportation which involved am survey to collect information of deteriorated concrete bridges in Mississippi and developing a guideline for selection of suitable repair materials for different types of deteriorations and also conducting slant shear test to evaluate bond between repair materials and parent concrete and any subsequent degradation of bond due to thermal cycling, wet/dry cycling and freezing/thawing. Also performed finite element analysis to obtain the stress patterns on concrete repair material interface subjected to structural and thermal loads. • Site Engineer, Aster Infrastructures Pvt. Ltd, Hyd, India., Nov '02— Apr '03 Work involved quality, inspection and execution of civil works like tower foundations and compound walls and also preparing technical reports explaining various information at the site. • Dept. of Civil Engineering, CBIT, Hyderabad ,Project, Jan'03 to May'03 Project on "Design of Canal Aqueduct", involved designing an alternative plan for the Gannavaram Aqueduct (India) and proposed plan to the concerned authorities. (MACTEC engineering and constructing a better tomorrow Page 2 ?f 2 OSCAR RODRIGUEZ Staff Geotechnical Engineer Education B.S. Civil Engineering, December 2002, Florida International University, Miami, FL Registrations FDOT Maintenance of Traffic ACI Field Training Technician Environmental Protection Stormwater, Erosion, and Sedimentation Control Inspector #3894 ATSSA Florida Intermediate Training OSHA 1926-21 (b) (2) Crane Safety MACTEC Mr. Rodriguez is a staff geotechnical engineer with two years of experience responsible for assisting senior and principal geotechnical engineers in all areas of analysis and design of various projects. This includes collecting, implementing, and interpretation of data, generating databases, fieldwork, inspection, sample classification, and operation of various analysis/design programs. In addition he helps the Construction Material Testing and Facilities divisions of MACTEC in a limited capacity. Prior to joining MACTEC, Mr. Rodriguez has one year experience in the construction field with PCL Civil Constructors, Inc., and was involved in all areas of engineering within this field. In that year he was totally involved in the completion of the Ft. Lauderdale Airport Expansion project. For this project he directed all work associated with three of the bridges, both substructure and superstructure. In addition he was involved in road construction, groundwork, environmental concerns, erosion control, and safety. PROFESSIONAL EXPERIENCE Staff Engineer: Florida Department of Transportation Jewfish Creek Bridge, Key Largo Assisting with geotechnical exploration and involved with the bridge and road construction. Overseeing and training of rock core sampling for over -water drilling. Took part in the collection and classification of rock and soil samples, laboratory testing, and performing FB Deep analysis. Involved with Dry Soil Mixing a new method of soil improvement used in Europe and now for the first time in America. Dry Soil Mixing is a method of using in situ soils to build embankments for roads in marsh environments, without the use of surcharge. In charge of verifying proper installation of soil mixing and subsequent testing and approval of final product, to ensure adherence to normal roadway standards. Staff Engineer: Florida Department of Transportation Miami Intermodal Center (MIC), Miami, Florida Performed axial capacity analysis of drilled shafts and driven piles using FB Deep. Conducted utility clearance and coordinated laboratory testing. Classified soil samples collected during the geotechnical exploration and assisted in preparing the Core Boring Sheet. Staff Engineer: Florida Department of Transportation 5th Street Bridge Replacement Performed axial capacity analysis of drilled shafts and driven piles using FB Deep. Conducted utility clearance and coordinated laboratory testing. Classified soil samples collected during the geotechnical exploration and assisted in preparing the Core Boring Sheet. MACTEC Engineering and Consulting, Miami Lakes, FL (2004 — Present) Staff Engineer • Responsibilities include various inspections such as timber pile, auger cast pile, form work, steel construction, footers, and foundations. • Generating reports, proposals, work orders, and soil classifications. engineering and constructing a better tomorrow Page 1 of 2 OSCAR RODRIGUEZ Staff Geotechnical Engineer PCL Civil Constructors, Inc., Dania Beach, FL (2003) Field Engineer • Performed analysis and design of steel and concrete for augers cast piles, footers, piers and deck for bridges completed on site. • Inspected jobs for structural integrity, checked plans for conformance to applicable codes and prepared daily reports for the main office. • Maintained the quality of work to ensure strict adherence to specific project specifications. • Communicated on a daily basis with city and project inspectors, sub- contractors, and suppliers with regards to project needs. • Researched information and take -offs upon request. • Successfully designed and coordinated MOT responsibilities pertaining to the entire work site. Managed and coordinated personnel and operational activities involved in all phases of construction projects • Used AutoCad to do analysis for crane work and illustrate on site problems with bridges to communicate with head engineer. iMACTEC engineering and constructing a better tomorrow Page 2 qf 2 GUILLERMO MAYA Senior Technician -Facilities Education Florida International College — Bilingual Computer Operator 1989 Registrations NIOSH 582 — Airborne Asbestos Sampling and Evaluation Supervision of Asbestos Abatement Projects Advanced Supervision of Asbestos Abatement Projects Facility Survey and Building Systems AHERA XRF X -Ray Lead -in -Paint Analyzer Radiation Safety and Use of Nuclear Soil Gauges Mr. Maya is experienced in performing asbestos abatement project supervision, phase contrast microscopy (PCM) analysis, and asbestos surveys. Prior to joining MACTEC, Mr. Maya worked for Testwell Craig Labs and Allstate Engineering and his duties included project management and supervision of over 1,000 asbestos surveys and abatement projects. Mr. Maya is also responsible for assisting the Laboratory Manager with coordinating construction materials testing projects in the South Florida area. He is responsible for the preparation of cost proposals and estimates along with invoicing and client relations. Mr. Maya is experienced in performing construction materials testing work in the areas of soils and concrete. RELATED EXPERIENCE Soils and Concrete Testing Mr. Maya has performed hundreds of soil density analysis using the Troxler nuclear soil gage. He is also experienced in testing concrete cylinders for compression strength and performing other laboratory testing procedures. Roof Testing Mr. Maya has performed Dade County roof testing Protocols TAS105, TAS106, TAS124, and TAS126. Asbestos Mr. Maya has a wide range of experience in the asbestos area. He is certified under NIOSH 582 to perform and analyze air samples for potential fiber release during abatement projects. He is also certified in asbestos building inspector (surveys) and supervisor in abatement projects. Lead Mr. Maya is currently certified to operate a Princeton Gamma -tech, XRF X- ray lead -in -paint analyzer. Following is a list of selected projects: • Broward County Construction Management Division Bus Maintenance Facility Re -roofing Design, Inspection. Senior Technician: Responsible for roof testing and inspection services. • D.R. Horton Nationwide Real Estate Portfolio Phase I Environmental Site Assessments. Environmental Technician • School Board of St. Lucie County Post -Hurricane Roof Repair Evaluations. Senior Technician: Responsible for conducting roof surveys. ■ Wal-Mart / Sam's Club Wind Bracing Weld Inspections in Southeastern U.S. States. Senior Technician: Responsible for conducting roof surveys. "IiMACTEC engineering and constructing a better tomorrow Page 1 of 1 LISA HERNANDEZ Contract Support Administrator / Administrative Assistant Ms. Hernandez is currently a contract support administrator and administrative Registrations assistant with MACTEC. She is actively involved in all aspects of the invoicing FDOT Maintenance of Traffic for over 50 construction projects in South Florida. This work involves LIMS Level II confirming site work to actual billed hours on invoices as well as insuring unit rates and quantities are billed as contracted. Ms. Hernandez is fully knowledgeable of the program Oracle used internally for billing and payroll and as a result is capable of quickly learning other billing related programs. Ms. Hernandez is also responsible for invoicing the Florida Department of Transportation (FDOT) utilizing the Contractors Invoice Transmittal System (CITS). Ms. Hernandez is currently assigned as Contract Support Administrator. She is also assigned as Project Coordinator for MACTEC projects including FDOT Contract C8F99 Task Work Order Nos. 1 through 5, Miami Dade Expressway Authority and Metric Engineering. In addition, in the past year, Ms. Hernandez has provided support and assistance in the preparation of a final estimate for a milling and resurfacing project in south Florida. She worked closely with the assigned Contract Support Specialist in compiling the final documents and assisted in checking final calculations. Ms. Hernandez supports the Geotechnical, Construction Material Testing and Transportation Departments including preparation of reports, proposals and FDOT test reporting in LIMS. In addition, she utilizes the GINT software to prepare soil test boring records for geotechnical reporting. Her familiarity with the soils in the South Florida area enables her to assist in cursory reviews of the GINT data during input. Additionally, her knowledge of the GINT software allows her to assist other MACTEC offices in South Florida with their geotechnical reporting. Ms. Hernandez also provides administrative support, as needed, to MACTEC offices in West Palm Beach, Naples and Key West Florida. Before joining MACTEC, Ms. Hernandez was employed for 2 years on site during the construction of Disney's Animal Kingdom. As the office manager for a subcontractor, her responsibilities included scheduling time for approximately 100 employees, coordinating work with other subcontractors, accounts payable, payroll, and maintaining the equipment inventory. Ms. Hernandez was also responsible for all workers compensation claims and safety issues. Ms. Hernandez worked for a government entity for 12 years in the accounts payable and purchasing department. Her experience includes preparing bids, writing Request for Proposals as well as Bid Specifications. Before leaving, she worked primarily on a 15 million dollar Capital Improvement project which included working closely with the General Contractor and Subcontractors by purchasing all materials for both, writing and execution of change orders, and assisting with the financial management during the project. Additionally, Ms. Hernandez was owner of a concrete artificial rock and waterfall construction business for 4 years where she successfully managed all business operations including preparing job estimates and generation and tracking of contractor invoices and payments. MACTEC engineering and constructing a better tomorrow Page 1 of 1 HERNANDO R. RAMOS, P. E. President — HR Engineering Services, Inc. PRINCIPAL GEOTECHNICAL ENGINEER HR Engineering Services, Inc. EDUCATION M.S. Civil Engineering, 1988 (Georgia Institute of Technology, Atlanta) M.S. Civil Engineering, 1986 (Florida International University, Miami) B.S. Civil Engineering, 1978 (University of Cartagena, Colombia) Professional Engineer, Florida PROFESSIONAL MEMBERSHIPS & CERTIFICATIONS American Society of Civil Engineers LBR Technician-CTQP Certified American Society of Civil Engineers Florida Engineering Society SUMMARY OF EXPERIENCE Geotechnical engineer with more than 21 years of experience with transportation, industrial, ports, and civil projects. His responsibilities include the management and execution of numerous design and construction projects. His experience includes design, planning, execution of new geotechnical projects and the remedial procedures to correct foundation problems of existing structures, extensive involvement with axial and lateral pile analyses, slope stability evaluation on retaining walls and embankment projects using geogrids. Other specialties include design of numerous retaining walls types such as mechanically stabilized earth, reinforced concrete, sheet pile cantilever and anchored walls. DETAILED EXPERIENCE Planning, Analysis, Execution and Review of Geotechnical Projects During the past 17 years, he assisted in, as well as supervised over 1000 geotechnical explorations and construction monitoring projects ranging from one story structures such as industrial and commercial facilities to more complex projects including high-rise buildings, several roadway and bridge foundation evaluations, one elevated light rail people mover, one extension to the existing metrorail, and two tunnel evaluation projects. Extensive experience with shallow foundations bearing on both soil and natural rock. Responsible for geotechnical recommendations for deep foundations on soil, weathered and hard rocks and a combination of soil/rock conditions for projects in south Florida. Deep foundation system recommendations have typically consisted of driven piles, redundant and non -redundant drilled shafts, augercast piles, Franki piles, and pin - piles. Shallow Foundation Recommendations and Evaluations Shallow foundations on fill soils generally included the removal of unsuitable soils and their replacement with structural fills. Shallow foundations bearing on the South Florida limestone generally included a special foundation preparation consisting of cleaning of the cavities in the rock and filling with lean concrete. Shallow foundation types ranged from strip and individual footings for several multi -story buildings, telecommunication towers, for support of the piers for an elevated people mover, an extension of the Metrorail Transit System, and FDOT bridge piers. Bearing capacity and settlement evaluations have been an integral part of preparing shallow foundation recommendations for most structures. HR Engineering Services, Inc. Hernando R. Ramos, P.E. Principal Geotechnical Engineer Page 2 Mr. Ramos has been involved with roadway projects requiring evaluation of embankments bearing on soft soils, in particular the widening of five miles of State Road 5 (U.S. 1) near Key Largo. The stability of the new embankments was provided with geogrids. Deep Foundation System Recommendations Deep foundation system recommendations have typically consisted of driven piles, augercast piles, Franki piles, pin -piles, and drilled shafts. He has recommended augercast piles to pile lengths up to 110 feet and drill shafts with diameters up to 9 feet, lengths up to 80 feet, and capacity of about 1400 tons in friction, drilled over water, and driven piles with sections up to 30 inches by 30 inches, and lengths up to 130 feet and capacities of 300 tons for bridge support. These foundation alternatives have been recommended for several major structures in South Florida, including a 62 -story high-rise building in downtown Miami, a 70 -foot high new MacArthur bridge, and numerous mono shafts for support of telecommunication towers up to 200 feet in height." Slope Stability Settlement Analysis Mr. Ramos has also been responsible for planning, analyzing data, and providing recommendations for slope stability and settlement analysis for numerous projects. He has recommended MSE, reinforced concrete, sheet pile cantilever and anchored walls. His experience has included the design of driven piles, concrete panels cantilever retaining walls and anchored walls. He has also designed a geogrid-reinforced embankment with a MSE wall with an overall height of 40 feet. Testing and Analysis Mr. Ramos has performed several anchor pullout tests on the South Florida limestone. The test results have been applied on several major projects in which he has been involved. He presented a formal correlation of the soil/rock parameters with side friction, which help to provide a cheaper design. Mr. Ramos has been involved with several material testing and structure evaluations including several full load test of concrete slabs, remedial work, plan preparation and construction inspection of several structures. SUMMARY OF KEY PROJECTS Mr. Ramos has been technically involved with numerous FDOT, Miami -Dade Expressway Authority (MDX) and Miami -Dade County projects. The following list includes several selected projects: • Port of Miami Tunnel-FDOT No. 87000-1597, design. Ana Arvelo, P.E., (305) 470-5200. (1998) • MacArthur Causeway Bridge-FDOT No. 87060-1549, design. Israel Magrisso, P.E. (305) 470-5448. (1991) • East-West Corridor-FDOT No. 87200-1539/1543, design. Kouroche Mohandes, P.E. (305) 470-5448. (1997) • SR 5 Widening, U.S.1-FDOT No. 87000-1587, design. Israel Magrisso, P.E. (305) 470-5448. (1994) • Eller Drive/SR AIA -1 595 Ramps-FDOT 8600-1805, design. Ellen Daniels, P.E. (954) 777-4480. (2004) • SR 932/NW l03`d St.-FDOT FM 40830313201, design. Jose Barrera, P.E. (305) 470-5260. (2002) • SR AIA/Verona Ave. Bridge-FDOT FM 40590413201, design. Jose Barrera, P.E. (305) 470-5260. (2003) • 1-95 SB Improvements-FDOT 251669-3-52-01, design. Jason Chang, P.E. (305) 470-5261 (2004) • SR 836/EB Toll Plaza, from NW 27th -17th Ave.-MDX No. 836-001-01, design. Sam Gonzalez, P.E. (1999) • SR -836 Extension, from NW 107th -137th Ave.-MDX No. 836-003-01, design. Sam Gonzalez, P.E. (2002) • SR 874, from HEFT to SR 826-MDX No. 874-001, design. Sam Gonzalez, P.E. (305) 637-3277. (2002) • SR 924, from SR 826 to NW 57th Ave.-MDX No. 924-001-02b, design. Sam Gonzalez, P.E. (2000) • SR 112, from Lejeune Rd. to I-95-MDX No. 112-001, design. Sam Gonzalez, P.E. (2000) • SR 112 WB Off -Ramp to Okeechobee Rd.-MDX No. 112-004, design. Sam Gonzalez, P.E. (2002) • SR 836/SR 112 Interconnector-MDX No. 112-005, design. Sam Gonzalez, P.E. (2004) HR Engineering Services, Inc. G. RISK ASSESSMENT PLAN Submitted in a sealed unmarked envelope and included within RFQ response. 1 MACTEC engineering and constructing a better tomorrow REQUEST FOR QUALIFICATIONS NO. 04-06/07 ACKNOWLEDGMENT OF ADDENDA Directions: Complete Part I or Part II, whichever applies. Part I: Listed below are the dates of issue for each Addendum received in connection with this RFQ: 04-06/07. Part II: Addendum No. 1, Dated Addendum No. 2, Dated Addendum No. 3, Dated Addendum No. 4, Dated Addendum No. 5, Dated Addendum No. 6, Dated Addendum No. 7, Dated October 24, 2006 October 26, 2006 October 26. 2006 November 7, 2006 November 13, 2006 November 17. 2006 December 4, 2006 No addendum was received in connection with this RFQ. Verified with Procurement staff Name of staff MACTEC Engineering and Consulting, Inc. ( ultant — Name) (Signature) Richard A. Minichiello October 18, 2006 City of Miami Beach Date December 12, 2006 Date RFQ No 04-06/07 27 of46 DECLARATION TO: City of Miami Beach City Hall 1700 Convention Center Drive Procurement Division Miami Beach, Florida 33139 Submitted this 12th day of December, 2006. The undersigned, as consultant, declares that the only persons interested in this proposal are named herein; that no other person has any interest in this response or in the Contract to which this response pertains; that this response is made without connection or arrangement with any other person; and that this response is in every respect fair and made in good faith, without collusion or fraud. The consultant agrees if this response is accepted, to execute and appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the consultant and the City of Miami Beach, Florida, for the performance of all requirements to which the response pertains. The consultant states that the response is based upon the documents identified by the following number: RFQ No. 04-06/07. SIGNATURE Richard A. Minichiello PRINTED NAME Senior Vice President TITLE (IF CORPORATION) October 18, 2006 City of Miami Beach RFQ No 04-06/07 35 of 46 SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to Citv of Miami Beach (Print name of public entity) by Richard A. Minichiello. Senior Vice President (Print individual's name and title) for MACTEC Engineering and Consulting. Inc. (Print name of entity submitting sworn statement) whose business address is 5845 NW 158th Street. Miami Lakes. FL 33014 and (if applicable) its Federal Employer Identification Number (FEIN) is 68-0146861 (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: 1 2. I 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 of 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 or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 4. I understand that an "affiliate" as defined in paragraph 287.133(1)(a), Florida Statutes, means: 1. A predecessor or successor of a person convicted of a public entity crime; or 2. An 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, executives, 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 market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. October 18. 2006 RFO No: 04-06/07 City of Miami Beach 35 of 46 5. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. [indicate which statement applies.] X Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents which are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order). I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. "I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.107, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. Signature Sworn and subscribed before me this 12th day of December. 200 Personally known X e ,� OR Produced identification ( 1(-1 f v (Type if identification) (Printed typed or stamped Commissioned name of Notary Public) October 18, 2006 City of Miami Beach Notary Public — State My commission expires al 27 1 MD1p 0MICHELLE BENITEZ � "__ MY COMMISSION # DD 323018 EXPIRES: August 27, 2006 ':;FP, VBonded Thu u Notary Rem Urdenwriters rr. Rf0 No 04-06/07 35 of 46 QUESTIONNAIRE Consultant's Name: MACTEC Engineering and Consulting, Inc. Principal Office Address: 1105 Lakewood Parkway, Suite 300, Alpharetta, GA 30004 (Corporate) 5845 NW 158th Street, Miami Lakes, FL 33014 (South Florida) Official Representative: Richard A. Minichiello, Senior Vice President, G. Thomas McDaniel, Principal Engineer Individual Pa ip (Circle One) Corporation If a Corporation, answer this: When Incorporated: December 8, 1987 In what State: Delaware If a Foreign Corporation: Date of Registration with Florida Secretary of State: April 18, 1991 Name of Resident Agent: CT Corporation System Address of Resident Agent: 1200 South Pine Island Road. Plantation, FL 33324 President's Name: Bruce C. Coles Vice -President's Name: Robert B. Fooshee Treasurer's Name: Kendall Sherrill Members of Board of Directors See attached. October 18, 2006 RFO No- 04-06/07 City of Miami Beach 35 of 46 Questionnaire (continued) If a Partnership: Date of organization: General or Limited Partnership*: Name and Address of Each Partner: NAME ADDRESS *Designate general partners in a Limited Partnership 1. Number of years of relevant experience in operating A/E business: 50 2. Have any agreements held by Consultant for a project ever been canceled? Yes( ) No(X ) 3. Has the Consultant or any principals of the applicant organization failed to qualify as a responsible Bidder, refused to enter into a contract after an award has been made, failed to complete a contract during the past five (5) years, or been declared to be in default in any contract in the last 5 years? If yes, please explain: No. October 18, 2006 RFO No 04-06/07 City of Miami Beach 35 of 46 Questionnaire (continued) 4. Has the Consultant or any of its principals ever been declared bankrupt or reorganized under Chapter 11 to put into receivership? Yes ( ) No ( X ) If yes, give date, court jurisdiction, action taken and any other explanation deemed necessary on a separate sheet. Person or persons interested in this bid and Qualification Form have ( ) have not ( X ) been convicted by a Federal, State, County or Municipal Court of any violation of law, other than traffic violations. To include stockholders over ten percent (10%). Strike out inappropriate words) Explain any convictions: 6. Lawsuits (any) pending or completed involving the corporation, partnership or individuals with more than ten percent (10%) interest: A. List all pending lawsuits: The Company is both plaintiff and defendant in litigation that arises from time -to -time in the ordinary course of business, and the number of claims that the Company has against it is typical of a 50 -year-old consulting engineering firm with revenues of over $500 million and managed by 100 offices nationwide. The Company considers any information regardina those claims to be confidential and proprietary business information subiect to attorney-client privileges. Notwithstanding the incidence of claims, the Company makes every effort to resolve disputes with its clients or third parties as efficiently and amicably as Possible. In the opinion of management, adequate provision has been made for all known liabilities that are currently expected to result from these claims and lawsuits, and. in the aggregate, such claims and lawsuits are not expected to have a material adverse effect on either the financial condition of the Company or its ability to perform under any contract that might be entered into with The City of Miami Beach. The estimates of adequacy could differ materially from actual results. B. List all judgments from lawsuits in the last five (5) years: On March 14, 2005, Judgment in the amount of $175,000 (plus interest at the rate of 3.13% and costs) was entered in favor of Paul A. Lichtefeld and against Law Enaineerinq and Environmental Services, Inc., n/k/a MACTEC Engineerina and Consulting, Inc., ("MEC") in the matter of Paul A. Lichtefeld vs. MEC, Civil Action No. 3:0 CV -464-C in the U.S. District Court for the Western District of Kentucky. MEC filed a timely appeal with the U.S. Court of Appeals, 6th Circuit. Briefs were submitted and oral arauments heard on June 2, 2006. No decision has been forthcoming as of November 14, 2006. October 18, 2006 RFQ No. 04-06/07 City of Miami Beach 35 of 46 Questionnaire (continued) C. List any criminal violations and/or convictions of the Consultant and/or any of its principals: None. 7. Conflicts of Interest. The following relationships are the only potential, actual, or perceived conflicts of interest in connection with this proposal: (If none, state same.) None. 8. Public Disclosure. In order to determine whether the members of the Evaluation Committee for this request for Proposals have any association or relationship which would constitute a conflict of interest, either actual or perceived, with any Consultant and/or individuals and entities comprising or representing such Consultant, and in an attempt to ensure full and complete disclosure regarding this contract, all Consultants are required to disclose all persons and entities who may be involved with this Proposal. This list shall include public relation firms, lawyers and lobbyists. The Procurement Division shall be notified in writing if any person or entity is added to this list after receipt of proposals. None. October 18, 2006 RFQ No: 04-06/07 City of Miami Beach 35 of 46 Questionnaire (continued) The Consultant understands that information contained in this Questionnaire will be relied upon by the City in awarding the proposed Agreement and such information is warranted by the Consultant to be true. The undersigned Consultant agrees to furnish such additional information, prior to acceptance of any proposal relating to the qualifications of the Consultant, as may be required by the City Manager. The Consultant further understands that the information contained in this questionnaire may be confirmed through a background investigation conducted by the Miami Beach Police Department. By submitting this questionnaire the Consultant agrees to cooperate with this investigation, including but not necessarily limited to fingerprinting and providing information for credit check. WITNESS: Signature Print Name WITNESS: Signature Print Name WITNESS: j ` Signat /7 1-----)a,-)-t_a4-7-1Th Print f ril4 (CORPORATE SEAL) October 18. 2006 City of Miami Beach IF INDIVIDUAL: IF PARTNERSHIP: By: IF CORPORATION: Signature Print Name Print Name of Firm Address General Partner Print Name MACTEC Engineering and Consulting, Inc. Kioi5s'" ,MG+vti t_CA{CS /I�Z Bv• Nice President Attest: 't RFQ No: 04-06/07 35 of 46 INSURANCE CHECK LIST XXX 1. Workers' Compensation and Employer's Liability per the statutory limits of the state of Florida. XXX 2. Comprehensive General Liability (occurrence form), limits of liability $ 1,000,000.00 per occurrence for bodily injury property damage to include Premises/ Operations; Products, Completed Operations and Contractual Liability. Contractual Liability and Contractual Indemnity (Hold harmless endorsement exactly as written in "insurance requirements" of specifications). XXX3. Automobile Liability - $1,000,000 each occurrence - owned/non-owned/hired automobiles included. 4. Excess Liability - $ . 00 per occurrence to follow the primary coverages. XXX 5. The City must be named as and additional insured on the liability policies; and it must be stated on the certificate. 6. Other Insurance as indicated: Builders Risk completed value $ . 00 Liquor Liability $ . 00 Fire Legal Liability $ . 00 Protection and Indemnity $ . 00 Employee Dishonesty Bond $ . 00 XXX Professional Liability $1,000,000 .00 XXX 7. Thirty (30) days written cancellation notice required. XXX 8. Best's guide rating B+:VI or better, latest edition. XXX 9. The certificate must state the Quote number and title VENDOR AND INSURANCE AGENT STATEMENT: We understand the Insurance Requirements of these specifications and that evidence of this insurance may be required within fi :a;ftope ing. MACTEC Engineering and Consulting, Inc. Vendor October 18, 2006 City of Miami Beach Signature of Vendor RFQ No: 04-06/07 25 of 46 MARSH PRODUCER MARSH USA INC. 1225 17TH STREET, SUITE 2100 DENVER, CO 80202-5534 J59009 -12345 -PL -06/07 INSURED MACTEC ENGINEERING AND CONSULTING, INC. 1105 LAKEWOOD PARKWAY, SLATE 300 PHONE: (770) 360-0600 ALPHARETTA, GA 30004 COVERAG S... _ CO LTR CERTIFICATE OF INSURANCE CERTIFICATE NUMBER SEA -000987239-02 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE POLICY. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES DESCRIBED HEREIN. COMPANIES AFFORDING COVERAGE COMPANY A ZURICH AMERICAN INSURANCE COMPANY COMPANY B N/A COMPANY C LLOYDS OF LONDON COMPANY D THIS IS TO CERTIFY THAT POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CONDITIONS AND EXCLUSIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE GENERAL LIABIUTY A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX -1 OCCUR OWNER'S & CONTRACTOR'S PROT AUTOMOBILE UABIUTY A X ANY AUTO A ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON -OWNED AUTOS A A C GARAGE UABIUTY ANY AUTO MESS LIABIUTY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY THE PROPRIETOR/ PARTNERS/EXECUTIVE OFFICERS ARE: bTHER POLICY NUMBER GL0225862809 BAP225862909 (AOS) BAP283353909 (HI) WC225863009 (AOS) nINCL WC283354009 (WI) & (MA) EXCL PROFESSIONAL LIABILITY QF059706 POUCY EFFECTIVE POUCY EXPIRATION DATE (MWDDIYY) DATE (MM/DD/YY) 09/01/06 09/01/07 09/01/06 09/01/07 09/01/06 09/01/07 LIMITS GENERAL AGGREGATE PRODUCTS - COM P/OP AGG PERSONAL & ADV INJURY EACH OCCURRENCE FIRE DAMAGE (Any one fire) MED EXP (Any one person) COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ 2,000,000 $ 2,000,000 $ 1,000,000 $ 1,000,000 $ 250,000 $ 5,000 $ 1,000,000 $ $ $ AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY.1 EACH ACCIDENT $ AGGREGATE $ EACH OCCURRENCE $ AGGREGATE X 1 TORY LIMITS OTH ER 1$ $ 09/01/06 09/01/07 I EL EACH ACCIDENT $ 09/01/06 09/01/07 I EL DISEASE -POLICY LIMIT $ EL DISEASE -EACH EMPLOYEE $ 09/01/06 09/01/07 $1,000,000 EACH CLAIM $1,000,000 AGGREGATE 1,000,000 1,000,000 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VE.1ICLESISPECIAL ITEMS CITY OF MIAMI BEACH IS NAMED AS ADDITIONAL INSURED AS RESPECTS GENERAL LIABILITY AND AUTOMOBILE LIABILITY AS REQUIRED BY WRITTEN CONTRACT. CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI BEACH CITY HALL PROCUREMENT DIVISION -THIRD FLOOR 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FL 33139 SHOULD ANY OF THE POLICIES DESCRIBED HEREIN BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL 3D DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED HEREIN, BUT FAILURE TO MAL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER AFFORDING COVERAGE. ITS AGENTS OR REPRESENTATIVES, OR THE ISSUER OF THIS CERTIFICATE. MARSH USA INC. BY: Dorothy A. Stevens Lb..NW 4 -lam.,,.. VALID AS OF: 11/13/06