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Ric-Man International, Inc.
RIC-MAN INTERNATIONAL, INC. A CORPORATION IN THE STATE OF FLORIDA Incorporated on 7/11/1983 Pompano Beach Location: 1545 NW 27TH Ave Pompano Beach, FL 33069 Miami Dade Location: 1100 NE 163rd St, North Miami Beach, FL 33162 PH: (954) 426-1042 FX: (954) 426-0717 Web Address: https://ric-man.us/ Email Address: Bid@ric-man.us Tax ID Number 59-2300398 Sealed Bid Proposal for: Sunny Isles Beach Central Island Area Drainage Improvement and North Miami Beach Distribution System Watermain Replacements Re-Bid Invitation to Bid No. 23-10-01 Date Due: February 20, 2024 @ 11:00 AM TO: City of Sunny Isles Beach 18070 Collins Ave. Sunny Isles, Fl 33160 QUALIFICATIONS OF PRIME PROPOSER COMPANY BACKGROUND & HISTORY: Richard Mancini established Ric-Man in 1965 in Detroit, Michigan. Due to his ingenuity, what began as a small contracting firm grew to five separate companies, one of which is Ric-Man International (RMI). Founded in Broward County Florida in 1983, RMI has 40 Years of experience in South Florida. Working with various government agencies including the State of Florida Department of Transportation and counties from Indian River to Monroe, RMI has provided over $596 Million worth of services. In addition, we have worked with over forty (40) cities/municipalities large and small including Miami Beach, Ft. Lauderdale, City of Miami, Boca Raton, Ft. Pierce, Wellington, and the Town of West Palm Beach. For the last thirty-eight years, RMI has performed thirty-six (36) Design/Builds projects ranging from $595,000 to $35 Million consisting of drainage, water mains, sanitary sewer, sidewalk replacement, curb replacement, roadway improvements and landscape installation. Furthermore, RMI has completed fifty-eight (58) neighborhood improvements and fifty-seven (57) streetscape improvement projects. All the projects shown in the following pages were completed within the last ten (10) years. Furthermore, the scopes of work for most of these projects include: •Pedestrian Walkways •Street Lighting •Bus Shelter •Outdoor Seating •Urban Streetscape in FDOT ROW •Roadways, including pavement markings and signage. •Site concrete work such as curbs (D-Curb, F-Curb and Curb & Gutter), sidewalks, crosswalks, bollards and driveways. •Stormwater collection and disposal facilities including pumping stations. •Underground utilities, such as water distribution. •Underground utilities, such as sanitary sewer collection system including pumping stations. •Landscape features and irrigation systems. •Art in Public Places. •New Way finding Signs. •FPL Undergrounding Work. We specialize in performing work within an urban setting. Our personnel are extremely experienced in tight conditions within neighborhoods and business communities. We provide a safe and prosperous environment for our employees resulting in dedication, honesty, and pride in the work they perform. We also coordinate closely with business owners, residents, and public transportation officers, as well as design site specific maintenance of traffic to protect pedestrians and minimize construction activity impact on commerce. All projects identified in this section RMI has self-performed over 65% of the work and can self-perform the work, if necessary. RMI is a full-service construction company which can perform most services. SUM M ARY OF PROJ ECT S IN QUANT IT Y C UR RENT WORK COM PLETED WORK TOTAL Desi gn Builds 2 36 38 NIP 2 58 60 Streetscapes 1 57 58 Emergency 0 43 43 MBD/CSBE/DBE 0 87 87 Di rectional Drills 0 1244 1244 Pump Stations 0 39 39 Jack & Bores 0 3 3 Micro Tunnels 450 4 454 Projects With Wells 47 4 51 Number of Wells 0 14 14 Prestressed Conc Cyl Pipe 2 25 27 Watermai ns 3 111 114 Sewer Mains 3 127 130 Drai nage 4 74 78 Hurri cane Clean-up/Emerg 0 5 5 Aerial C rossings 0 10 10 Sub-Aqueous Crossings 0 12 12 Licenses: RMI is certified under the State of Florida under the following Licenses: •Certified General Contractor- CGC1506008 Expiring on 8/31/2024 •Certified Underground & Excavation Contractor- CUC056824 Expiring on 08/31/2024 •FDOT Pre-Qualifications Certification PROPOSED SCHEDULE The RMI Team is ready to deliver this project to the City of Sunny Isles and North Miami Beach within 730 day. A well-executed phased construction method is crucial to best delivery this project in a safe and expedited manner. Our Project scheduling approach is to establish a timeline for delivering the project and most importantly, the project activities and their respective inter-relationships. Avoiding missing deadlines for delivery of key project components is a key objective of our schedule management plan. Our detailed project schedule will identify all the project's stages, phases, and activities to keep track of work progress. Our Schedule management plan interfaces directly with scope, cost, and quality optimization. Our goal is to look for potential issues and efficiencies in all these areas as project progress. Preparing the detailed project schedule will consist of developing the Work Breakdown Structure (WBS) and understanding critical project milestones, requirements and constraints which impact the timing and sequencing of the work; then integrating and developing this information into the project schedule. Due to current supply chain issues/conditions material may take up to 4 months to deliver for when the order is placed. It would be extremely difficult to provide a detailed schedule prior to NTP, for this reason RMI will provide a detailed schedule within 14 days of NTP. These activities shall be of sufficient detail to ensure an appropriate basis for monitoring and evaluating the sequence of the work and shall include major constraints including long-lead items. Project schedules are to be monitored and updated weekly to determine those critical milestones are being met and those activities are progressing as required. Updating the schedule consists of the following three (3) basic steps: • Status of the actual progress and forecast to complete • Incorporation of new information, which may require adjusting the schedule logic and durations • Analyses of variation(s) to the target schedule The Critical Path will be determined by those activities with the least amount of total float. Critical path activities control the overall duration of the project. An activity with less than 10 days total float is critical and will require monitoring on a regular basis to ensure timely completion of the project. Schedule Alerts will be issued to advise the Project Team of those factors that might cause a delay in the schedule. Early detection of these factors is the key to taking remedial action to mitigate potential impacts on the project completion date. RMI will be responsible of ensuring that these factors that may delay the project are resolved. We will hold weekly progress meeting with the RMI Team and Subcontractors to make sure that the project remains on schedule and will compare the “one-week look ahead schedule” to the Baseline CPM Schedule to ensure that the project is on-track and allow corrective measures to operations or sequence as required. Miami-Dade County WASD will be invited to these meetings so that they can closely monitor the project. In addition, during the progress meetings, we will make any adjustments necessary to stay on schedule and within the budget. Ric-Man International, Inc. Safety & Health Program 2021 TABLE OF CONTENTS A. Safety Program 1. Company Safety Manual Preface 2. Safety Pledge 3. Responsibilities and Procedures 4. General Safety Rules 5. E x cavations Definitions and Rules 6. E xcavations Safety Procedures B. Substance Abuse Policy 1. Policy Statement 2. Pre-Employment Drug Testing Policy 3. Certificate of Acknowledgement COMPANY SAFETY MANUAL The prevention of accidents is a major element of RIC-MAN INTERNATIONAL, INC's (RIC-MAN) commitment to safety. We are advocates for both your health & safety and are adamant in establishing and maintaining a safe and healthy working environment for all employees. In furtherance of this goal, RIC-MAN is a DRUG and ALCOHOL-FREE WORKPLACE. It is the responsibility of all Supervisors and Foremen to oversee the carrying out of the safety program. In addition, each Superintendent and Foreman is to enforce the requirements of the Safety Program without exception. It is also the responsibility of each employee to abide by these rules to protect their own well-being and that of their fellow co-workers. All RIC-MAN personnel shall assist to ensure that all employees, subcontractors, and visitors on the job site comply with these rules and procedures. Please sign, date, and return the Safety Pledge and join us in our endeavor to provide an accident free workplace. As a RIC-MAN employee, you are responsible for knowing and complying with these rules and ensuring that others do so as well. Sincerely, RIC-MAN INTERNATIONAL, INC. Andres G. Diaz General Manager SAFETY POLICY This company is committed to safety. Our objective is to have a safe company, to avoid accidents, thereby improving efficiency. However, the best efforts of this company are doomed without the active support and cooperation of all personnel. Please read the rules and field procedures set forth herein and familiarize yourself with the safety policy of the company, as well as all applicable Occupational Safety and Health Administration (OSHA) Guidelines and Regulations. It is the responsibility of all personnel to adhere to these policies and rules. Your safety is a major concern of RIC-MAN and we make every reasonable effort to provide you with a safe work environment. Superintendents, Foremen and representatives of management must be attentive to make sure that safe practices are followed. Employees of subcontractors and suppliers, while on RIC-MAN projects and property and in the performance of their work, shall comply with all Safety and Health Regulations established by local, state and federal agencies a nd all safety rules and policies established by RIC -MAN. THINK SAFETY FIRST Learn the safe way to do your work. Use only safe equipment. Don't take chances. When you think safety, you make things safe for yourself and your fellow employees. Injuries on the job can be prevented if some basic thought and care is taken. Safety begins with common sense. Don't do something that could be done more safely by using the correct equipment or getting assistance. UPDATED, AUGUST 2018 In addition, any employee or organization (contractor or sub -contractor) intending to bring any hazardous materials into the jobsite, where is controlled worksite, may first provide a copy of the item’s safety data sheet (SDS), to a Ric-Man safety coordinator on site or to a competent person. The same sheet must be delivered to the main office. They will maintain the (SDS) on the company (host), or office trailer on site, for review. (SDS) not available for locally obtained products in which case, so me alternate forms of product hazard documentation will be acceptable in accordance with the requirements of hazardous documentation. All personnel should be briefed of the hazards of any chemical product they use and shall be aware of and have access to all (SDS). All containers on site shall be properly labeled to indicate their contents; labeling on any containers non - intended for a single -day, individual use, shall contain additional information, indicating potential health and safety hazards (hazards communication). 5 SUPERVISOR'S AND FOREMEN’S RESPONSIBILITY As a Supervisor or Foreman, you are a KEY person in the safety program of this company. Please review the following responsibilities and give attention to each area. Set a good example by following ALL safety procedures. Make all new employees aware of RIC-MAN safety rules and enforce adherence to them. Stress the importance of SAFE WORKING PROCEDURES and SAFETY RULES, as you familiarize the new employee with his/her duties. Review the safety rules on a regular basis. Conduct periodic Safety Meetings as a group and on an individual basis. Conduct weekly toolbox safety meetings and submit sign d attendance sheets. Promptly report all injuries and accidents. Investigate all accidents and near misses personally. Initiate corrective changes designed to prevent recurrence of the incident. Photographs need to be taken of all vehicles involved in any accident no matter the size. If a Police Report is issued it is the responsibility of the Superintendent to obtain a copy and submit it along with the accident report to the office. All photos and accident reports must be submitted to the office within two (2) days of the accident date. Conduct regular safety inspections of your area and make corrections as needed. Administer, plan and require that all work comply with RIC-MAN's safety program. Keep your superiors informed of necessary changes, which would make the job a safer place to work. Check that employees are following safety procedures and are using the right tools properly . Review and discuss with employees any observed unsafe procedures or practices as well as encourage safety suggestions from employees. Document any repeated failure to comply with safety policies and procedures. 6 First Aid should be administered on-site for any non-emergency injuries. It will be the Superintendents' decision on the severity of the injury and whether on site first aid is suitable or if emergency medical treatment will be necessary. All vehicles are to be equipped with First-Aid kits (bandages, aspirin, cold packs, eyewash, etc.). In the event of emergency seek immediate medical treatment and assistance to obtain transportation to the closest medical facility . The following is a list of area hospitals which may be convenient: DADE COUNTY 17-SMHA & 17-SMHB Jackson South Medical Center 9333 SW 152nd Street Miami, FL 33176 (305) 251-2500 21-S944 Jackson North Medical Center 100 NW 170th St Suite 410, North Miami Beach, FL 33169 20-MD36 Jackson Memorial Hospital 1611 N.W. 12th Avenue, Miami, FL, 33136 (305) 585-1111 BROWARD COUNTY 17-SUNR – 18-UAZB – 19-BC24 – 19-BC42 University Hospital & Medical Center 7201 N University Drive Tamarac, FL 33321 (954) 721-2200 Florida Medical Center 5000 W Oakland Park Fort Lauderdale, FL 33313 (954) 735-6000 PALM BEACH COUNTY 18-BOYN Bethesda Hospital East 2815 South Seacrest Blvd Boynton Beach, FL 33435 (561) 737-7733 7 Notice will be given to include name, address, phone number and a map to each Superintendent and Foreman for nearest Urgent medical centers and/or hospitals in counties other than those listed here. ACCIDENT PROCEDURES RIC-MAN will not accept or acknowledge the occurrence of any accident or injury which is not reported immediately when it occurs. Upon receiving a report of accident or injury, the supervisor must send the involved employee(s) for first aid attention; transportation will be provided or arranged for any serious injury. The supervisor must investigate and prepare a written accident report describing the event and involved employee(s) and procedures followed. The supervisor's investigation shall document the cause of the accident or injury and include an effort to ensure corrective and/or preventative action is taken immediately where appropriate to prevent further injury and avoid recurrence. The supervisor’s report must be submitted to the main office on the day the accident or injury is reported. The supervisor’ investigation will include an interview of all employee(s) who were involved in or witnessed the incident and a determination of what work or activity was being performed, the manner in which it was being performed, and the nature and extent of any injury. The investigation should include evaluation of the safety procedures followed and the presence of appropriate or required safety equipment A written witness statement should be obtained regarding the events from all eyewitnesses. UPDATE, JUNE 2019 This company has safety rules to keep you from getting hurt on the job. It is YOUR responsibility, to earn these rules and to follow them always. Accidents happen. Being prepared can be the difference between life and death. This company keeps well-stocked first-aid kits, fire extinguishers and posts emergency phone numbers at every job site. Here we have all the documentation must be done by employee and foreman: (mandatory). 8 INCIDENT REPORT FORM PAGE #1 9 INCIDENT REPORT FORM PAGE #2 MUST BE COMPLETE BY FOREMAN WITH SIGNATURE. 10 THE EMPLOYEE NEEDS TO COMPLETE THE FIRST REPORT OF INJURY OR ILLNESS - DIVISION OF WORKER’S COMPENSATION. IN ANY CIRCUNSTANCES THE “SAFETY COORDINATOR” & “HR DEPARTMENT” MUST BE INFORM OF ANY INCIDENT OR ACCIDENT SUFFER BY THE EMPLOYEE. 11 IN CASE, THE EMPLOYEE DO NOT WANT MEDICAL TREATMENT COMPLETE THE FOLLOWING FORM 12 SAFETY RULES NO EMPLOYEE WILL BE PERMITTED TO WORK IN OR AROUND AN UNSAFE ENVIRONMENT. FAILURE TO COMPLY WITH THE COMPANY SAFETY RULES AND POLICIES will subject offenders to discipline including IMMEDIATE TERMINATION. DRUG ABUSE: No employee shall report to work under the influence of intoxicants or drugs or use intoxicants or drugs on the job. ANY EMPLOYEE FOUND INTOXICATED OR UNDER THE INFLUENCE OF DRUGS WHILE ON DUTY IS SUBJECT TO IMMEDIATE SUSPENSION OF TIME AND PAY AND TERMINATION OF EMPLOYMENT. PERSONAL PROTECTIVE EQUIPMENT (PPE) as required or as instructed by your supervisor, safety glasses, work gloves, hard hats, safety shoes, eye protectors, ear protectors, respirators and other protective equipment should be used on all construction projects. HEAD PROTECTI ON: A hard hat is to be worn by all personnel and visitors while on any RIC-MAN job site. All employees will be issued one hard hat and will be held responsible for its condition. If the hard hat is damaged in the line of duty, it will be replaced at no charge to you. However, if the hard hat is lost or damaged do to carelessness, then the employee will be charged for the replacement. EYE PROTECTION: Proper safety glasses are to be worn during any type of cutting including handsaws, street saws, etc. RESP IRATORS: Respirators must be worn when employees are exposed to an atmosphere containing flammable gas in excess of 20% of the flammable limit of the gas. 29CFR1926.651 (2)(g)(iii) WELDING: When cutting with an acetylene or other torch: A Fire extinguisher is to be ready and available. b. Flammable materials and combustibles must be removed from the area and a second employee must provide a fire watch. c. Appropriate clothing and protective wear including, eye protection/glasses must be worn. 13 UNSAFE CONDITIONS: No employee shall be allowed to continue working if his supervisor finds that he is performing his duties in an unsafe manner. RIDING: No riders are allowed on equipment or vehicles except in designated operator and passenger positions. Do not extend hands, feet heads , arms, legs, equipment or tools outside of any vehicle. Getting on or off a moving vehicle is prohibited . Secure handholds and footholds must be used when entering or exiting vehicles or equipment. Operators and authorized passengers in designated positions must wear available seatbelts/restraints. ACCIDENT REPORTING & TREATMENT: Report all job accidents the same day the accident happens, no matter how minor. Proper reporting forms are to be completed and submitted to the office the day of the accident. All non-emergency treatment for accidents must first be reported to and authorized by your supervisor. PERSONAL CONDUCT: Fighting is p prohibited. There shall be no practical jokes, pranks, scuffling or “horseplay” on RIC-MAN projects or property. LIFTING: Lift with your legs, not your back and get assistance with loads over fifty (50) lbs. Don't carry loads that are too heavy. Be careful when lifting and reaching so that you move the whole body and don't stretch the wrong muscles. Reaching can be dangerous if done incorrectly. SEAT BELTS: Operators and (where authorized) passengers must wear seat belts at all times in vehicles and equipment designed with seat belts. HOUSEKEEPING: You are responsible for keeping the area where you always work clean and neat. Your job site is to be kept in an orderly fashion with a rubbish area specified. Glass bottles are not permitted on the job site. SAFETY VESTS: Any employee working in a traffic area will wear an orange safety vest. Please see your foreman or supervisor to obtain a vest before entering a traffic area. CLOTHING: Shirts with sleeves, pants without holes or tears and closed shoes must be worn at all time. Safety shoes and boots are encouraged . Employees are cautioned about the danger of loose clothing, rings, bracelets and jewelry around moving equipment. 14 SMOKING: Smoking is NOT permitted near Fuel tanks or other combustible/flammable areas. Post NO SMOKING signs. Use due care in disposing of smoking paraphernalia. VEHICLES: Employees are asked to park their vehicles in a safe designated area. The speed limit on any jobsite as well as on office property is the lesser of 15mph or such lower speed as may be required by the specific conditions or as may be instructed by RIC- MAN supervisory personnel. FIRE PRTOECTION: Each work area shall be stocked with fire extinguishers and employees shall be advised of their location and trained in their use. Fire extinguishers shall not be tampered with and may be removed only when authorized or in the event of fire or threatened fire. If you use a fire extinguisher, ensure it is reported to your supervisor and replaced or recharged before work rest. FUEL HANDLING: All fuel cans and storage drums are to be clearly marked with their content s. Use of gasoline is prohibited for cleaning equipment or tools or for starting fires. Small quantities of gasoline may be transported only in approved safety containers. Gasoline engines must be shut off when refueling. All gas cylinders are to be stored properly with caps and tied in an upright p o s i t i o n . EQUIPMENT: Inform your supervisor if you believe that you need additional equipment or instruction to get the job done safely. Do not remove or bypass guards on any machinery at any time. Unsafe tool s, defective or frayed electrical cords and unguarded machinery should be reported to your foreman and replaced before work continues. No employee is authorized to operate any machinery, equipment or tool unless he has been properly instructed in its use and is thoroughly familiar with all details of its operation. Each employee is obligated to inform his supervisor of his experience if requested to operate equipment or use tools with which he is not experienced or qualified . LEAVING JOBSITE: All employees are required to remain on the job site during working hours with the exception of the pursuit of company business. 15 EXCAVATIONS DEFINITIONS & RULES DEFINITIONS Allowable slope - The steepest incline of an excavation face that is allowable as protection against cave -ins. Cohesive, Fine-Grained Soil - Soil that does not crumble, can be molded when moist, is hard to break up when dry, and be excavated with vertical side slopes. Hazardous atmosphere - An atmosphere that is potentially explosive, flammable, poisonous, corrosive, oxidizing, irritating, oxygen deficient, toxic or otherwise harmful. Hydraulic aluminum Shoring - a pre-engineered shoring system of aluminum hydraulic cylinders used in conjunction with vertical rails or horizontal rails. Sheeting - The panels of a shoring system that hold the earth in position. Trench Box - A protective system used in an excavation to keep dirt from caving into the excavation. Type-A Soil - Cohesive soils with an unconfined compressive strength of 1.5 tons per square foot (tsf) or greater. Examples are clay, silty clay, sandy clay, and cemented soils (such as caliche or hardpan). No soil is Type-A if: • The soil is fissured; • The soil is subject to vibration for heavy traffic, pile driving or similar effects; • The soil has been previously disturbed; • The soil is part of a sloped layered system where the layers deep into the excavation on a slope are of 4 horizontals to 1 vertical (4H:1V) or greater; or • The material is subjected to other factors that would require it to be classified as a less stable material. 16 Type-B Soil - Cohesive soils with unconfirmed compression strength greater than .5 tsf but less than 1.5 tsf or: • Granular cohesion less includes angular gravel (similar to crushed rock), silt, silt loam, sandy loam, and in some cases silty clay loam and sandy clay loam. • Previously disturbed soils except those which would otherwise be classified as Type-C soil; • Soil that meets the unconfined compressive strength or cementation requirements for Type-A, but is fissured or subject to vibration; • Dry rock that is not stable or; • Material that is part of a sloped, layered system where the layers dip into the excavation on a slope less than 4 horizontal 1 vertical (4H:1V). Type-( Soil - Cohesive soil with an unconfined compressive strength of 0.5 tsf or less, or Granular soils including gravel, sand and loamy sand; Submerged soil or soil from which water is freely seeping; or; Material in a sloped, layered system where the layers dip into the excavation or slope of 4 horizontal to 1 vertical (4H:1V) or steeper. EXCAVATIONS SAFETY PROCEDURES A All surface materials (such as piles of soil, construction materials, excess equipment) that are located to create a hazard shall be removed or supported to safeguard employees. B. All utility installations, such as sewer, telephone, fuel, electric, water lines or any other underground utility that reasonably may be expected to be encountered during excavation work, shall be located and marked prior to excavation. All utility companies or owners shall be contacted within customary response times, advised of proposed work and asked to establish utility locations. If the utility company or owner cannot respond to the request within the period as defined under state or local law, or cannot establish the exact location of the utility, the employee may proceed provided they do so with caution. By proceeding with caution, we mean that safe measures should be taken to locate utilities. In order to locate utilities, we ask that the employee utilize detection equipment and, if necessary, inquire as to its availability. If there are any questions as to how to protect the 17 safety of the open trench, contact your superintendent before encountering any conditions which you bel ieve to be unsafe. C. When the excavation operation of a trench begins to approach the existing underground utilities, the precise location of these utilities shall be determined with caution and with primary attention focused on the safety of those involved in the excavation operation. D. While an excavation remains open, the existing utilities shall be protected or supported or moved as necessary in order to safeguard all employees involved in the excavation operations, or pipe installations or backfill operations. Access/egress to trench A. In order to enter (access) or leave (egress) a trench, a stairway, ladder, ramp or other safe means shall be utilized. A stairway, ladder, ramp or other safe means of entrance and egress shall be provided in all trench excavations that are four- (4) feet (1.22m) or more in depth. The stairway, ladder, ramp or other safe means of egress shall be located so that no employee in the trench is required to travel more than 25 feet in order to reach the point of egress. In the event that a ladder is not the safe means of egress, a ramp or stairway or other safe means of egress shall be approved by the Project Manager before it is utilized. B. In the event a structural ramp is utilized for egress, the ramp shall be designed by a Competent Person qualifi ed in structural design and shall be constructed in accordance with the design. C. In the event a structural ramp is utilized for egress and the ramp is designed with two or more structural members, the structural members shall be connected with cross member s. These cross members shall prevent displacement. D. In the event a structural ramp is utilized for egress and the ramp is designed with two or more structural members, the structural members shall be of uniform thickne ss. Any lack of uniformity may cause unsafe conditions or possible displacement. E. In the event that the ramp is designed with fixtures to connect the structural members, the fixtures or connections shall be attached to the bottom of the ramp in a manner that prevents tripping. 18 F. In the event that a ramp is utilized for egress and/or entry, the ramp shall be designed with cleats or other surface treatment on the top surface to prevent s l i p p i n g . Exposure to vehicular traffic A. When an employee is working near the right -of-way, or in the right -of-way, or at any location where vehicles are moving about, the employee shall wear a warning vest which has reflecting material or is otherwise made of material which is highly visible. 8. When a loader or backhoe or other heavy equipment is lifting or depositing site materials, employees shall stay a safe distance away from the equipment. At all times the employee must be aware that the area beneath any kind of lifted load is dangerous and must be evacuated. The area surrounding the lifted load area is also dangerous. Materials can spill out of the load and cause injury. At all times, employees are asked to remain a safe distance from and pay attention to a lifted load. C. Operators of heavy equipment may r emain in their cabs when their equipment is being loaded or unloaded. If any operator believes that the equipment involved in the loading or unloading is unsafe in any way, the operator should cease the activity and notify their Superintendent immediately. D. RIC-MAN recognizes the danger in operating equipment close to open excavations. During these operations, the operators shall make the necessary arrangements to safeguard against injury. These arrangements shall include the use of barricades, hand or mechanical signals, or stop logs. Where possible, operators must demand that the grade run away from the excavation . Update, June 2019. Equipment must keep in good working order, if it is damaged, defective or not running right, tell your supervisor right away. Never jump from equipment or the cab of a van or truck. always maintain 3 points of contact when getting in/out of equipment. 19 Hazardous atmosphere A. In circumstances, including but limited to landfills, where breathing may be difficult due to contaminate in the atmosphere, employees are requested to inform the superintendent of difficult breathing conditions immediately. OSHA regulations state that oxygen problems can occur where an atmosphere contains less than 19.5%oxygen. Regardless of this standard, the best way to determine that oxygen deficiency is by observing breathing problems. When an employ experiences any problem with breathing Ric-Man will performed responsible tests. These tests must be performed before any employee experience breathing problems on enter excavations greater than four (4) feet in depth. B. In those circumstances where the employee is having trouble breathing due to contaminants in the area or hazardous materials in the area, RIC -MAN will provide proper respiratory protection. Alternatively, or in combination with the respiratory protection. RIC - MAN shall provide appropriate ventilation. C. In those circumstances, where the employee observes or believe than there is a concentration of flammable gas, the employee shall immediately must notify their SUPERINTENDENT OR SAFETY COORDINATOR. Work shall cease to allow for performance, of necessary te sts to provide working conditions, consistent with O.S.H.A standards. D. In those circumstances, where RIC-MAN has used control to reduce the level of atmospheric contaminants to levels consistent with O.S.H.A standards. RIC -MAN will continue to perform tests as the work progresses, so the conditions do not deteriorate. If the employee believes that conditions have deteriorated, and the breathing is again difficult he/she should notify the SUPERINTENDENT or SAFETY COORDINATOR immediately. 20 Confined space As stated in OSHA regulations, Section 1926.21 (b) (ii), "All employees required to enter into confined or enclosed spaces shall be instructed as to the nature of the hazards involved, the necessary precautions to be taken, and in the use of protective and emergency equipment required. The employer shall comply with any specific regulations that apply to work in dangerous or potentially dangerous areas. Emergency reserve equipment An Employees working in open trenches where atmospheric conditions make breathing difficult shall assure that rescue equipment is available. All superintendents shall assure that rescue equipment is available to employees working in open trenches where atmospheric conditions make breathing difficult This equipment shall include respiratory apparatus, a safety harness and line, or a basket stretcher. This equipment shall be maintained so that it is accessible and available for immediate use. B. If the employee enters a bell-bottom, pier hole and other deep and confined footing excavation, the employee should wear a harness with a lifeline securing and attached to it. The lifeline should be attended at all times, while the employee wearing the lifeline and is in the excavation. 21 Protection from Hazards Associated with Water Accumulation A. In open excavations where water has accumulated, the employee must take special precautions. These precautions include the use of a safety harness and an att ended lifeline where the conditions warrant this precaution. The conditions may also require the employee to consider removal of the water, or the application of a shield system to protect from cave - ins. If an employee believes that the presence of water in a trench jeopardizes the employee's safety , he shall notify his/her superintendent immediately. B. In those circumstances where water in a trench requires special safety measures to be taken, the safety measures shall be monitored by a Competent Person in order to assure proper operation. C. If the excavation is exposed to surface water penetration such as streams or heavy rain runoff entering the excavated trench, safety measures shall include the possibility of using diversion ditches or dikes. Moreover, where an excavation is exposed to significant surface water penetration, adequate measures for drainage of the adjacent area shall be taken. Where an employee believes that an excavation is exposed to runoff from heavy rain, or flowing from a stream, or otherwise, the employee shall notify the superintendent immediate ly. Stability of Adjacent Structures A. RIC-MAN recognizes that excavation work may undermine the stability of an adjacent structure. Employees shall inform all superintendents of any structure which may be undermined by an excavation prior to the excavation operation commencing. If the stability of a structure could be undermined, a support system such as shoring, bracing, or underpinning shall be provided. A Competent Person shall assure that the bracing, shoring, or underpinning complies with OSHA standards. B. Where an excavation is below the base or footing of a foundation or retaining 22 wall, it should be assumed that a dangerous condition m ight ex ist. No employee shall enter any trench below the footing of a foundation or retaining wall unless a supervisor or Competent Person has assured that a safety support system has been insta lled, or the excavation is in stable rock, or a professional engineer has determined that the structure is a sufficient distance from the e xcavation and will not present a danger to those in the excavation . No employee shall enter a trench underneath a foundation or retaining wall until a Competent Per son defined by OSHA regulations determines the trench to be safe. The Competent Person may base the decision on the information received from a professional engineer. C. Employees who excavate trenches or work in trenches shall not take any measures which un dermine sidewalks, pavement, or appurtenant structures unless support systems are employed to protect all employees form the possibility of collapse. If an employee believes that an e xcavation has jeopardized the structural integrity of a sidewalk, pave ment, or a structure appurtenant to one of these, the employee shall notify the superintendent immediately . Protection from Loose Rock or Soil A. Employees of RIC -MAN in trenches are exposed to injuries from loose rock or soil falling or rolling into the tren ch form the excavation face. Employees shall safeguard themselves from this possibility by taking measures to protect the trench from rock and dirt intrusion. Those measures shall include scaling to remove loose soil and rocks, installing protective barricades at appropriate intervals or at appropriate locations . If an employee believes that alternative or additional safety mea s ures should be taken, the employee shall notify the superintendent immediately. B. Employees shall be protected from e xcavated materials or equipment falling or rolling into excavation s. All equipment and e xcavated materials shall be kept at least two (2) feet from the edge of the e xcavation. If the two feet provision cannot be complied with, retaining devices shall be utilized in order to prevent excavated materials or equipment from falling back into the trench. If any employee observes that a trench is susceptible to material or equipment falling back in, the employee shall notify the superintendent immediately. 23 Inspection An Inspections of excavation are vital to the safety of all RIC-MAN employees. A Competent Person shall make daily inspections of the excavations and the protective systems as defined by OSHA for evidence of a possible cave-in, a possible failure of a protective system, or hazardous atmospheric conditions causing potential problems with breathing. These inspections shall be performed at the start of each shift and shall continue throughout the shift should they be needed. If a rainstorm occurs or other circumstances develops that places the excavation or protective system at risk, a competent person so defined by OSHA standards shall perform an appropriate inspection. B. In the event a Competent Person as defined by OSHA observes conditions that could result in a possible cave -in, or a possible failure of a protective system, or a condition that could affect breathing and the respiratory system of an employee, all exposed employees shall be removed from the excavation and no employee shall be permitted in the excavation until the condition is cured . Fall Protection Walkways shall be provided where employees or equipment are required or permitted to cross over excavations. Where a walkway is six (6) feet or more above a lower level, stable guardrails will be provided to ensure the safety of the employees passing over the excavation. F AL L F AL L ProtectionProtection 24 Requirements for Protective Systems A Each employee in an excavation shall be protected from cave-ins by an adequate protective system except when excavations are made entirely in stable rock, or the excavations are less than five (5) feet in depth and examination of the ground by a Competent Person as defined by OSHA provides no indication of a potential cave-in. B. All protective systems shall have the capability of resisting all loads that are reasonably foreseeable during the use of the excavation. . 25 Sloping and Benching (The terms of this manual are intended to follow the OSHA regulations regarding protective systems. These regulations are found in 29 CFR -1926.652). A Sloping and benching are methods to protect employees from cave-in s. When an excavation is sloped in order to avoid cave-ins the angle of the slope shall not be steeper than one and one half (1-1 ½) horizontal to one (1) vertical, or no steeper than 34 degrees measured from the horizontal. This slope shall apply in Type C soil as described by the Appendix attached hereto. B. In order to determine maximum allowable slopes and permissible configurations for benching, a Competent person as defined by OSHA shall design the slope or configuration in accordance with the conditions and requirements set forth in Appendices A and B to 29CFR 1926.652. Employees shall seek the direction of a RIC-MAN Competent Person in order to create the slope or configuration that is permitted in the soil conditions encountered by the excavation operation. Designs Using O ther Data An Employees of RIC -MAN shall seek the direction of a RIC-MAN Competent Person in order to create the slope or configuration that is permitted in the soil conditions encountered by the excavation operation. The Competent Person may use tabulated date other than the data found in the Appendix of the OSHA standards in order to crea te slope or configuration. However, the Competent Person shall assure that the tabulated data is approved by a registered professional engineer in writing . Moreover, the data must be in writing, the project conditions and soil conditions that dictate the d ata must be in writing and clearly explained, the limitations if any, of the data must be in writing, and one copy of the data which identifies the registered professional engineer who approved the data must be maintained at the job site during the construction of the protective system. After the construction is complete, the written data may be stored off the job site, but a copy must be maintained in RIC- MAN's records. B. In the event that RIC -MAN chooses not to design a slope or configuration in 26 accordance with OSHA standards or in accordance with written data approved by a registered engineer, RIC -MAN may opt to proceed with a design of a support system approved by a registered professional engineer. B. The design, as opposed to data, approved by a registered professional engineer shall be written and shall include the following: 1. the design angle of the slopes which the registered professional engineer has app roved; 2. the design configurations which were approved by the e n g i n e e r ; 3. the identity of the engineer approving the d e s i g n . At least one copy of the design approved by the registered professional engineer shall be maintained at the job site while the e xcavation is taking place. After the excavation is complete, a copy of the design approved by the registered professional engineer shall be maintained at the principal office of RIC-MAN. Support System A RIC-MAN shall select & construct support and shield systems for the protection of its employees. In the e vent an employee believes that a protecti ve system as described above is necessary for safety in an e xcavation, and no protective system is evident, the employee shall immediately inform the superintendent of this concern. B. Where necessary. RIC-MAN shall select a support system consistent with Appendices A and C of this manual. C. Where RIC-MAN selects a support system or shield system that is drawn from manufacturer's tabulated data, the support systems shall be in accordance with all specifications, recommendations, and limitations issued or made by the manufacturer. Any deviation from the specifications or recommendations of the manufacturer shall only be implemented with written consent from the manufacturer. RIC-MAN shall maintain a record of all written consent to any deviations of the manufacturer at the excavation job site while the excavation is in progress. When the excavation work is completed, a copy of the consent to deviation shall be maintained in the principal offices of RIC-MAN. D. If RIC-M AN ' s representatives choose to design a support system using data not obtained from OSHA regulations or manufacturer specifications, RIC-MAN shall 27 identify the registered professional engineer who approved the data, identify the limits of the data, maintain the tables, data, and charts reviewed by the engineer, maintain other project variables and site conditions reviewed by the registered professional engineer, and in exp lain in writing the necessity for use of the design. RIC-MAN shall maintain a copy of the data reviewed by the registered professional engineer, as well as the name of the professional engineer at the project as the excavation of the support system progresses. After the support system is no longer needed, a copy of the design and all data, along with the approval of the registered engineer shall be kept at the offices of RIC-M AN. E. If RIC-MAN representatives choose to present a design, rather than data, to a registered professional engineer for the approval of the registered professional engineer, the following records will be maintained at the job site during the progress of the excavation: 1. the design shall be maintained at the job site during excavation; 2. the plan indicating the sizes, types and configurations of the materials to be used shall be maintained at the job site during excavation; 3. the identity of the professional engineer approving the design shall be kept at the job site during the excavation. Following the completion of the e xcavation and the use of the support system , RIC- MAN's representative will maintain a copy of the design and the back -up materials, along with the registered engineer's consent at the principal offices of RIC -MAN. Materials Used for Support and Protective Systems A. RIC-MAN shall use materials for protective systems which shall not undermine the success of the system. If an employee observes the possibility of failure of the system or any component, the employee shall notify the superintendent immediately. B. All employees who participate in the installation of support systems or shield systems, shall install and maintain the systems in accordance with the recommendations of the manufacturer, if RIC -MAN's representatives have electe d to use a manufacturer's product for a support system. 28 C. RIC-MAN shall provide a Competent Person to examine the material and equipment in place. The Competent Person shall determine if the materials and equipment in place are suitable for the continuing safety of the RIC-MAN employee s. Inspections shall take place on an as-needed basis. If the Competent Person cannot conclude that the support system or protective system is able to support all foreseeable loads, the Competent Person shall have the material or equipment removed. After the corrective action has been taken, the corrected support system or protective system shall be evaluated and approved by a registered professional engineer before the excavation is opened to employee s. Support System An Employees shall assure that all members of support system are securely connected to avoid sliding, falling, kickout s, or other foreseeable failures. B. Employees shall install and remove all members of support systems in a manner that protects them and other employees from cave-ins, structural collapses, or from being struck by members of the support system. Employees shall seek direction from a Competent Person before installing or removing support systems. C. Employees sha ll assure that no member of a support system is subjected to loads exceeding those loads which the member were designed to withstand. Employees shall seek directions from a Competent Person before beginning installation or removal of a support system or any of its members. D. If an employee seeks to temporarily remove an individual member of a support system, the employee shall obtain the consent of a RIC -MAN Competent Person as defined by OSHA standard s. E. Employees shall begin removal of a support system and progress from the bottom. Employees shall release the members slowly so that any indication of failure of any remaining members of the structure can be foreseen. Employees shall not commence removal of a support system without the supervision of a RIC-MAN Competent Person as defined by OSHA standards. F. Employees shall proceed with backfill together with the removal of the support system from excavations. 29 G. Employees are not permitted to excavate material to a level greater than two (2) feet below the bottom of the members of a support system. However, employees shall not excavate below the bottom of the support system if there is any indication that the trench is open to a possible loss of soil from behind or below the bottom of the members of a support system. Moreover, employees shall not excavate below the bottom of the members of a support system unle ss the support system is designed to resist the forces calculated for the full depth of the trench . In all events, employees shall seek the consent of a RIC- MAN Competent Person before excavating any material below the bottom of the members of a support system. H. Employees who are working on sloping and benching systems shall not work at levels above other employees unless employees below are adequately protected from the hazard of falling, rolling or sliding material or equipment. Shield System A. RIC-MAN shall not install any shield systems which cannot bear the loads which the system was designed to withstand. If an employee believes or observes that a member of a shield system itself is being compromised by a condition at the site, the employee shall inform the supervisor immediately. B. Employees shall install a shield system in a manner to restrict lateral or other hazardous movements of the system in the event of the application of sudden lateral loads. The installation of the shield system shall be under the direction of a RIC-MAN Competent Person as defined by OSHA standards. C. Employees shall not enter shields when shields are being installed, removed, or moved vertically. D. Employees may excavate up to two (2) feet below the bottom of a shield. However, there shall be no excavation below the bottom of a shield if the shield is not designed to resist the forces calculated for the fill depth of the trench. Moreover, employees shall not excavate below a shield if there is any indication of a possible loss of soil from behind or below the bottom of the shield. In all events, employees installing shields shall not excavate below the bottom of the shield unless the employee has obtained consent from a RIC-MAN Competent Person as defined by the OSHA regulations. E. Employees are not permitted to excavate material to a level greater than two 30 DIVING It is the policy of RIC -MAN that NO employee is authorized to perform any type of diving on any RIC-MAN job site. Any employee caught doing so will be immediately terminated. ADDENDUM Our policies, procedures and guidelines are continuously reviewed, and we expect them to change from time to time, with or without prior notification . Therefore, you should always check with your supervisor for the most current ones. This Safety Manual supersedes and replaces all previous manuals of this company. Please keep in mind that the contents of this manual and any other handbook are NOT intended to create a contract betwe en the Company and the employee. Nothing in this manual binds the company to any procedure, policy or working condition . 31 Drug-Free Workplace Policy Statement To maintain a drug-free work force and to eliminate the safety risks and reduced productivity that results from the use and the influence of alcohol and/or drugs in the workplace, Ric-Man International (hereafter called "the company"), has adopted this substance abuse policy. The intention of this is to make the company a better place to work. The company's goal of this policy is to balance our r8espect for individual privacy with our need to keep a safe, productive, drug-free environment. We intend to prevent and treat substance abuse. We want to encourage those who use drugs or abuse alcohol to seek help in overcoming their problem. In this way, fully rehabilitated abusers who remain drug free can return to work as employees in good standing. With these objectives in mind, the company has established the following policy regarding use, possession, or sale of alcohol and drugs. The results of the controlled substance abuse screening are strictly confidential and retained only by the Chief Personnel Officer of the company. The company's policy is to employ a work force free from illegal drug use and alcohol abuse either on or off the job. These is a condition of employment that an employee refrains from reporting to work or working with the presence of drugs or alcohol in his or her body. Any employee determined to be in violation of this policy is subject to disci plinary action, which may include termination, even for the first offense. The company may test for any of the following as part of the drug-free workplace policy: Amphetamines (Benzetimide, Desoxyn, Dexedrine), Cannabinoids (Marijuana, hashish, hash oil, pot, joint, roach, spleaf, grass, weed, reefer), Cocaine (coke, blow, nose candy, snow, flack, crack), Phencyclidine (PCP, angel dust, hog), Methaqualone, Opiates (Opium, dover's powder, paregoric, parepectoinl ), Barbiturates (Phenobarbital, tuinal, amytal), Benzodiazepines (Ativan, azene, Clonopin, dalmone, diazepam, vertron, Xanax) , Methadone (Dolophine, methadone), Propoxyphene (Darvocet, darvon N, dolene), Codeine, Heroin, Hydromorphone, LSD, Morphine, and Alcohol. Drug and alcohol addiction are a complex, yet treatable disease. For this reason, therefore, it is company policy that an employee found using, possessing, purchasing, selling or manufacturing alcohol, illegal drugs, or non-prescribed drugs while on company property, or while operating company vehicles or equipment, or while engaging in company business is in violation of this policy and will be subject to disciplinary action, which may include testing, will be performed and is implemented pursuant to Florida Statute 440.102 and the administrative rules 38F-9.001 through 38F-.103 of the Florida Department of Labor and Employment Security Division of Workers Compensation. This will include Pre-employment, Reasonable Suspicion, Routine Fitness for duty, Random Selections, Post Accident, and Follow up. An employee reporting for work visibly impaired, unable to properly perform the required duties will not be allowed to work. If possible, the supervisor will first seek another supervisor's opinion of the employee's status. Then the supervisor will speak privately with the employee about the situation to rule out the possibility that the problem may be caused by prescription drugs. The employee should notify the supervisor if the use of properly prescribed prescription drugs will affect the employee's work performance. Abuse of prescription drugs will not be tolerated. All applicants for part-time or full-time positions at the company will be directed to submit to a controlled substance abuse screening which may include testing of the applicant's urine, hair, or blood. Applicants, for positions that are not regulated by the Department of Transportation, may begin work pending the results of the drug test. All COL truck drivers must receive a negative test result before starting employment with this company. Illegal drugs or non-prescribed drugs in his/her system will be verified by further tests 32 on the original sample taken. Verified positive results will be caused to deny employment to any individual. A Medical Review Officer (MRO) will be available to discuss any positive results from the testing. Any applicant refusing to submit to a controlled substance screening will be disqualified for employment. Applicants will be required to submit to a urinalysis test at a laboratory certified by the United Stated Department of Health and Human Services or licensed by the Agency for Health Care Administration and chosen by the company. By signing a consent agreement, the applicant will release the company from liability. The company will not discriminate against applicants for employment because of past abuse of drugs or alcohol. However, the company will not tolerate any current drug or alcohol abuse. All current employees of the company could be subject to a controlled substance abuse screening no less than 60 days from this policy date and for CDL positions at least once every (2) two years. If follow- up testing to and EAP program is required, testing will be conducted at least once a year for a two (2) year period. Advance notice of a follow-up testing date will not be given. The company will inform the employee or job applicant in writing of a positive test result, the consequences of the test result, and the options available to the employee of job applicant. The company will provide to the employee, upon request, a copy of the test results. Test results indicating that an employee has illegal drugs or non-prescribed drugs in his/her system will be verified by additional lab procedures. Positive results may be caused to terminate employment. A Medical Review Officer (MRO) will be available to refusing to submit to a controlled substance screening will be subject to termination from employment. Additionally, refusing to test or testing positive will result in workman's compensation, medical, and indemnity benefits to be forfeited. An employee or job applicant who receives a positive confirmed drug test result from the medical review officer may contest or explain the result to the medical review officer within five (5) working days after receiving written notification of the positive test result. If an employee of job applicant's explanation or challenge is unsatisfactory to the employer, the person may contest the drug test result as provided by administrative rule 38F-9.009. If an employee's explanation or challenge is unsatisfactory to the MRO, within fifteen (15) days from receipt of the written notification, the MRO will provide to the employee or job applicant has the responsibility to notify the laboratory of any administrative or civil action brought pursuant to Florida Statute 440.102 and the administrative rule 38F -9. In the event an employee wishes a re-test of the specimen or wishes to challenge the test the employee and/or their legal counsel will be responsible to notify the MRO and pay for any charges incurred. Employees who drive company vehicles subject to the rules and regulations of the U.S. Department of Transportation (DOT) will be tested according to the National Institute on drug Abuse (NIDA) protocols. If any employee, while operating a company vehicle or equipment, is involved in an accident that results in a fatality, or that results in bodily injury requiring a person to be treated away from the scene of the accident, or is issued a citation for a moving traffic violation, or there is information that the employee has caused, or contributed to or been involved in an accident while at work, will be required to submit to a controlled substance abuse screening. Samples for testing will be taken within thirty-two (32) hours of such an accident. All employees of the company will be subject to random testing for controlled substance abuse. Random testing will be done on a percentage basis for a fair and equal manner. Reasonable suspicion testing will be done when a report or documentation of drug use, provided by a reliable and credible source. 33 Prescription drugs must be listed on the Chain-of -Custody Form submitted for analysis. The use of legal drugs prescribed by a licensed physician for specific treatment will not result in disciplinary action. However, any employee who must use such prescribed medication while engaged in company business and who has been advised by a physician that his/her performance or behavior might be adversely affected by such medication, particularly in safety sensitive situations, should report these facts to his/her manager with appropriate documentation. The manager, with input from Personnel, will determine if temporary reassignment of duties is appropriate. The MRO will consult with any employee regarding technical information for any medication. Any employee, who is arrested for a work-related drug or alcohol related violation, must report this fact to the Chief Personnel Officer within five (5) days after such an arrest. Any employee convicted of a work- related drug or alcohol charge will be subject to disciplinary action up to and including termination of employment. Employment Assistance Programs (EAP) will be available to all employees. The company will make available all providers through the U.S. Journal of Drug and Alcohol Dependency and a representative sampling of names, addresses, and telephone numbers of employee assistance programs and local drug rehabilitation programs. Employees are encouraged to use this resource file, which is in the human resource office. If an employee should approach the company for assistance through rehabilitation for drug abuse or alcohol abuse prior to a testing request by the company, all possible and positive consideration for medical leave of absence for treatment and/or counseling will be pursed. If an employee is terminated, the company will not be obligated to provide assistance beyond the last day of employment. All information, interviews, reports, statements, memoranda, and drug test results, written or otherwise, received by the company as a part of this Drug-Free Workplace program are confidential communications. Unless authorized by state laws, rules or regulation, the company will not release such information without a written consent form signed voluntarily by the employee or applicant as outlined in rule 38F.9.012. Any questions regarding this policy should be directed to the company personnel and human resource office. 34 OVER THE COUNTER & PRESCRIPTION DRUGS WHICH COULD ALTER OF AFFECT THE OUTCOME OF A DRUG TEST Alcohol All liquid medications containing ethyl alcohol (ethanol. Please read the labels for alcohol content. As an example, Vick's Nyquil is 25% (50 proof) ethyl alcohol. Comtrex is 20% (40 proof), Contact Severe Cold Formula Night Strength. Amphetamines Obetrol, Biphetamine, Desoxyn, Dexedrine, Didrex. Cannabinoids Marinol (Dronabinol, THC) Cocaine Cocaine HCI topical solution (Roxanne) Phencyclidine Not legal by prescription Methagualone Not legal by prescription…………………………………………………………………………………………… Opiates Paregoric, Parepectolin, Donnagel, PG, Morphine, Tylenol with Codeine, Empirin with Codeine, APAP with Codeine, Aspirin with Codeine, Robitussin AC, Guiatuss AC, Novahistine DH, Novahistine Expectorant Dilaudid (Hydromorphone) M-S Cantin and Roxanol (morphine sulfate), Percodan, Vicodin, etc. Barbiturates Phenobarbital, Tuinal, Amytal, Nembutal, Seconal, Lotusate, Fiorinal, Fioricet, Esgic, Butisol, Mebara, l Butabarbital, Butabital, Phrendilin, Triad, etc. Benzidiazepines Ativan, Azene, Clonopin, Dalmane, Diazepam, Librium, Xanax, Serax, Tranxene, Valium, Verstran, Halcion, Paxipam, Restoril, Centrax. Methadone Delphine, Methadose Propoxphene Darvocet, Darvon N, Dalene, etc. List Prescription Drugs Taken Within the Past 30 Days. At this time, this is for your use only __ 35 APPROXIMATE DRUG-DETECTION PERIODS Controlled Substance Time Period Alcohol Amphetamins (Stimulant) Barbiturates (Depressant) Cannabinoids (Marijuana) Cocaine Metabolite Methaqualone (Quaaludes) Opiates (Heroin) Phencyclidine (PCP) Several hours 2-4 days 3 days (Phenobarbita: l 2 weeks or longer) Infrequent user: Up to 10 days or Longer 2-3 days. Up to 14 days 2-3 days 3-8 days 36 NOTE: These guidelines are only averages and not intended to be applied to any one individual. HELP LINES Advocacy Center 800-342-0823 AIDS Clinical Trial Information 800-trials-A AIDS Hotline/Public Health Service 800-342-2437 AIDS Florida Hotline 800-FLA-AIDS AIDS Vaccine Information 800-422-5448 Alcohol & Drug Problem Assoc. of N . America 202-737-4340 Alcoholics Anonymous 212-686-1100 Alcoholics Hotline 800-Alcohol Al-Anon 800-356-9996 Alateen 517-485-9900 American Council on Alcoholism Helpline 800-527-5344 American Council for Drug Education 301-294-0600 AZT Information 800-843-9388 C.E. Mendez Foundation, Inc. 813-289-8065 Certification Board for Addiction Professionals 904-222-6314 Chemical Dependency Training Institute 305-534-3838 Coalition of Hispanic Health and Human Services Org. (COSSMHO) 202-371-2100 Cocaine Helpline BOO-Cocaine Employee Assistance Society of N. America (EASNA) 708-383-6668 Employee Assistance Professionals Assoc. 703-522-6272 South Florida 305-665-0755 Suncoast 813-870-0392 Central Florida 407-660-3814 West Florida 813-936-6767 North Flor ida 904-384-9436 Florida Alcohol & Drug Abuse Assoc. (FADAA) 904-878-2196 Florida Bar AIDS legal Network 800-342-8011 Florida, Department of Health & Rehab. Services Alcohol & Drug Abuse Program Headquarters 904-488-0900 District Offices: 1. Pensacola 904-436-8365 2. Tallahassee 904-488-2419 3. Gainesville 904-395-1070 4. Jacksonville 904-723-2068 5. St. Petersburg 813-576-0035 6. Tampa 813-871-7660 7. Orlando 407-423-6258 8. Ft. Myers 813-936-2211 9. West Palm Beach 407-837-5151 10. Ft. Lauderdale 305-467-4247 11. Miami 305-377-5029 37 Florida Informed Parents for Drug-Free Use 904-385-7641 Florida Occupational Program Committee 904-634-1700 Florida School of Addiction Studies 407-269-6939 Governor’s Drug Policy Task Force 904-488-1363 Halfway House (17yr -old) 800-433-1172 Health Line of St. Joseph (EAP) 813-870-4620 Healthy Baby Hotline 800-451-BABY Institute on Black Chemical Abuse 612-871-7878 Maternal Addictions Center 312-226-7984 Mothers Against Drunk Drivers (MADD) 817-268-6233 817-268-6233 Narcotics Anonymous 818-780-3951 Nar-Anon 213-547-5800 National AIDS Information 800-458-5231 National Asian Pacific American Families Against Substance Abuse 301-530-0945 National Assoc. for Children of Alcoholics (NACOA) 714-499-3889 National Assoc. of Alcoholism & Drug Abuse Counselors 703-920-4644 National Assoc. of State Alcohol & Drug Abuse Dir. (NASADAD) 202-783-6868 National Council on Alcoholism 800-NCA-CALL National Clearinghouse for Alcohol & Drug Abuse Information 301-468-2600 National Drug Control Policy 202-673-2520 Executive Office of the President National Federation of Parents for Drug -Free Youth (NFP) National Institute on Drug Abuse (Referral & drug information) National Institute on Drug Abuse (Technical asst.) National Institute on Drug Abuse (Drug-Free Workplace Helpline) National Institute of Health 800-554-KIDS 800-662-HELP 800-638-2054 800-843-4971 Intramural AIDS Studies 800-243-7644 National Safety Council 312-527-4800 National Runaway Switchboard 800-621-4000 Occupational Program consultants Assoc. 701-235-4440 Parents Resource Institute for Drug Education, Inc (PRIDE) 800-677-7433 Poison Control Center 800-282-3171 Smokers Anonymous 213-474-1161 Spanish Family Guidance Center 305-326-0186 Up-Front Drug Information 800-432-8255 U.S. Dept. of Justice Drug Enforcement Admin. (Enforcement) (Prevention) 202-633-1249 202-786-4096 38 Updated August 2018 SITE CONTROL The purpose of site control is to minimize potential contact with tasks and materials, heavy equipment operations etc. We need to protect the public from site hazards and prevent vandalism. The degree of site control necessary depends on the site characteristics, site size and the surroundings community. Controlled work areas will be established directly prior to work begin conducted. Diagrams designating specific controlled work areas will be drawn on site maps posted in the support vehicles or office trailer and discussed during safety meetings. If the site layout changes, the new areas and their potential hazards will be discussed immediately after the ch anges are made. General examples of zone layouts have been developed for drilling and earth mowing activities, (e.g. Excavating, trenching etc.). NOISE EXPOSURE When heavy equipment is in operation, it will be necessary to ensure that each work area where hazardous noise levels are present (85 dba or greater), If the sound present is more than 85 dba, in any location along the site perimeter and all boundary will be adjusted at this region. All personnel working near b [y, will be required to wearing ear protection and must near heavy equipment operations. TRAFFIC CONTROL During certain work tasks the establishment of traffic control is definitely protect workers and to be required on site. Site specific requirements will be doing with m.o.t, flaggers, cones, barricades and signs means will be used on public roadways per accordance of state regulations and D.O.T. (Department of Transportation). General traffic control precautions include placing work vehicles between your work site and any oncoming vehicles, whenever possible. Not only is it a large warning sign, b ut also for the oncoming car, should fairly indicates deviates and prevent any struck-by to any worker on site or to parked vehicles, preventing any impact unnecessary of a crash. 39 When using cones or other means to modify the traffic flow, ensure to use of the proper taper length and device spacing to provide adequate distance to on -coming motor vehicles in addition, proper P.P.E is to be worn during traffic operations, hard hat and visibility vest. For additional protection required to control traffic, should be use an orange red flag and avoid being at front of any vehicles approaching to the job site. WEATHER HAZARDS The site safety coordinator or competent person on site, will be attentive to daily weather conditions on the work areas at each morning predicted weather conditions of potential field impact are to be including temporary meeting briefed and job safety analysis on the hazard’s tasks for that day. Weather changes should initiate review as necessary. Weather related hazards will relate correlate to the type of different weather involved; contrary weather, may cause greater dust emissions, particularly during intrusive activities and rainfalls increase, making slippery the work areas, particularly near the workers. Severe weather can occur with little warning. Employees will need to implant for the potential of storms, lighting, high winds and flash floods events; additional lighting an alike sharing electrical storms, could also be a potential hazard. If, lighting is observed and the storm front is moving to around the site at about 20 miles away, work will be permitted to continue. The location of the storm can be confirmed via inte rnet or calling in to a local weather center, where they may have a doppler radar and tracking the storm. SITE SPECIFIC TRAINING Ric-Man personnel performing activities on the jobsites are well trained in accordance with this plan. All personnel are required to remain concerning to all the required training when there is a change of work; instructions to the general health and safety training program; personnel will be required to complete any supplemental task-specific training developed for the tasks to be performed. The administratio n and compliance with the requirements for the specific training will be responsibility of the project manager or to the lead manager. 40 Update, June 2019. What is worker’s compensation? • Worker’s compensation is a system of state laws that o riginated in 1911. • These laws provide medical care and compensation to injured workers on a no-fault basis, only! • Worker’s compensation laws operate in all states. • There are also worker’s compensation programs that cover federal employees, longshoremen, merchant seamen, railroad employees and coal miners. One way to avoid sustaining a workplace injury or illness --or at least lessening the blow- is by wearing the proper safety gear and following workplace safety procedures. If it turns out t hat your protective gear and safety training weren’t enough to protect you likely have a worker’s compensation claim. Workers compensation “fraud” occurs when someone knowingly makes false representation of a material fact to obtain or to deny worker’s compensation benefits or to avoid responsibility under the law. Worker’s compensation “fraud” is the act of making false or fraudulent injuries to worker’s compensation (insurance) claim. It may commit by any employee who “f a k e s” an injury to collect benefits, would be committing “fraud”. Claimant fraud. ➢ Maintaining or exaggerating of symptoms. ➢ Working while allegedly and not reporting income. ➢ Claiming a job-related injury that never occurred. ➢ Claiming a job-related injury as a work-related injury. ➢ Falsifying reports of injuries, that never happens. Investigation procedures to find out the correct answers for such injuries. 41 PRE-EMPLOYMENT DRUG-TESTING POLICY All job applicants, at this company, will undergo screening for the presence of illegal drugs or alcohol as a condition for employment. Applicants will be required to voluntarily submit to a urinalysis test at a laboratory chosen by the company and, by signing a consent agreement, will release the company from liability. Any applicant with positive test results will be denied employment at that time but may initiate another inquiry with the company after six months. The company will not discriminate against applicants for employment because of past abuse of drugs or alcohol. However, the company will not tolerate any current drug or alcohol abuse that prevents employees from properly performing their jobs. I understand the above conditions and hereby agree to comply with them. (Applicant's Name-Print) (Date) (Applicant's Signature) 42 SAFETY PLEDGE I HEREBY ACKNOWLEDGE RECEIPT OF THE COMPANY SAFET Y MANUAL AND PLEDGE TO ABIDE BY ITS POLICIES AND PROCEDURES. HOWEVER, SHOULD AN ISSUE ARISE THAT I CANNOT ABIDE BY I HEREBY AGREE TO NOTIFY ANDRES DIAZ, GENERAL MANAGER OF RIC-MAN INTERNATIONAL, IN WRITING. I UNDERSTAND THAT FAILURE TO COMPLY WITH THIS PROGRAM AND ITS POLICIES MAY RESULT IN SUSPENSION &/OR TERMINATION OF MY EMPLOYMENT. AL FIRMAR ESTA FORMA CONFIRMO QUE EL MANUAL DE SEGURIDAD DE RIC -MAN INTERNATIONAL FUE LEIDO EN ESPANOL PARA Ml POR (TRANSLAT OR' S NAME HERE) DATED: EMPLOYEE'S NAME: _ SIGNATURE: PRIME PROPOSERS KEY TEAM The success of any project lies in the effective implementation of a well devised management plan. The technical qualifications and experience of the staff assigned to the project must match the requirements of the project. Our staffing plan is simple: to form a team of reputable, qualified professionals, with deep roots in our community. The individuals included in our Staffing Chart have forged their careers in the construction industry constructing neighborhood and streetscape projects in South Florida. All our firms are local, and we have been here for many years and intend to stay here. We make our living primarily from providing services to local and state agencies including the Florida Department of Transportation (FDOT), the Miami-Dade Expressway Authority (MDX) Miami-Dade County, Broward County, and municipalities, including the City of Coral Gables. Prime Proposer: RMI has a proven 40-year track record of successfully completing projects. Over those 40 years, RMI has successfully completed some of the most difficult public infrastructure projects in South Florida more than $596 million, spanning over 40 municipalities across South Florida. RMI is uniquely qualified to perform this work due to its experience performing similar work in the City of Miami Beach, City of Weston, City of Boynton Beach, City of West Palm Beach, and several neighborhoods throughout Miami Dade and Broward County. Our experience includes 36 design-build projects totaling $208 million, 55 urban infrastructure projects totaling $317 million. Due to the various Design/Build Projects that we have completed (36 Projects), we have an extensive amount of experience in the Design & Permitting Phase. All of our Design/Build Projects that have been completed included the following tasks: 30% Cost Estimates, 60% Cost Estimates, 100% Cost Estimates, Scheduling, Long Lead Item Analysis, Constructability Reviews and Permitting. We have always performed these tasks as a way of controlling our Design/Build Projects since we have always been the Prime Contractor. We bring this experience to the City of Sunny Isles and North Miam Beach that we can handle all Design Phase activities. Furthermore, unlike many Construction Management firms, we can self-perform up to 50% of the work which will allows us greater control over the schedule since we would not be solely dependent on Subcontractors. Our Team brings the following strengths to execute this job: • Construction experience within different governmental agencies in South Florida such as: Indian River, St. Lucie, Martin, Palm Beach, Broward, Miami- Dade and Monroe Counties on Utility and Streetscape projects. • Strong knowledge of the geotechnical and traffic conditions in the proposed area. • Local and in-house capabilities to perform any design or construction activities necessary for this project. • Extensive Urban Construction Experience with Streetscape Improvements such as drainage modifications, sidewalks, driveways, curb & gutter, pedestrian lighting, landscape, signage, and way finding signs. Below is our proposed Lead Project Personnel for this project: Andres G. Diaz, PE/CGC (RMI), SR. Project Manager – Mr. Diaz has over 19 years of experience in the construction industry in particular on streetscape, roadway and infrastructure projects. Mr. Diaz has been working for RMI for over 11 years. Mr. Diaz has been involved in over 7 Design/Build Projects and over 5 Streetscape projects totaling more than $60,000,000. In all of his projects, Mr. Diaz has been able to identify savings through value-engineering methods. His proactive and hands‐on approach toward communicating with clients has helped Ric‐Man International improve our relationships with the different municipalities he has worked with. Such is the case of the Miracle Mile and Giralda Streetscape CMAR shown on the picture above. Luis Hernandez (RMI), General Superintendent – Mr. Hernandez will serve as the Superintendent for the project. Mr. Hernandez has over 29 years of experience in streetscape, roadway, and infrastructure construction. Mr. Hernandez has been working for RMI for over 27 years. Mr. Hernandez will be tasked with supervising all RMI’s crews as well as all the subcontractors and specialty subcontractors. Mr. Hernandez has been involved in over 11 Design/Build Projects and over 40 streetscapes, Urban NIP and emergency projects. Paul Jankowski (RMI), Executive Oversite -Mr. Jankowski has over 53 years of construction experience in South Florida and Michigan. He began working under his father Paul Jankowski Sr., the founder of Paul Jankowski Builders and his father- in-law Richard Mancini, the founder of Ric-Man Construction Inc., Richard Mancini Equipment Co., Ledds Development Co., and Ric-Man International Inc. Mr. Jankowski is responsible for land acquisition and development, design-build construction, vertical and underground bidding and construction management, and all financial, legal, and real estate operations. Mr. Jankowski’s experience includes the design-build of a variety of projects including 100,000 square foot commercial buildings, 100,000 square foot office buildings, a 1 million square foot industrial building, a 550 unit multi-residential apartment building, residential custom homes, land development, and underground utilities. Rene Castillo (RMI), Quality Control Manager- Mr. Castillo, has 52 years of experience in overseeing the construction operations of a multi‐million-dollar company. He oversees approximately $40 million worth of projects per year; these projects include the construction and design‐build of sanitary sewers, water mains, force mains, drainage, pump stations, directional drilling, aerial crossings, micro‐ tunnels, and jack & bores. His work has included ten major neighborhood improvement projects with as many as 2,100 homes; including, streetscape, lighting, and signalization. Mr. Castillo has a love for the improvement of Florida’s infrastructure thereby reducing the impact to the environment and wildlife which he enjoys photographing. Michael Jankowski (RMI), Construction Coordinator- Mr. Jankowski has 14 years of construction management experience since 2009. In Southeast Florida, he has worked with municipalities from Miami‐Dade to Palm Beach County and has been instrumental in the completion of major infrastructure improvement and neighborhood improvement projects. His responsibilities include coordinating construction activities with outside agencies, reviewing contractual requirements to meet client’s expectations, coordination of maintenance of traffic throughout construction phases, conducting field inspections of water and drainage systems, documenting field change to the design, assisting in processing and obtaining permits, reviewing and updating construction project schedule, and working closely with Public Information Officers in disseminating the project schedule to residents and businesses Hamill Andrade (RMI), QC Compliance / Document Control- Ms. Andrade has 19 years’ experience assisting in construction management and preparing bids for municipal projects. She supports the Project Managers with daily tasks, attending pre-bid meetings and pre-construction meetings. In addition to this, she is responsible for soliciting and acquiring quotes from subcontractors, ensuring that any and all disadvantaged and small business goals are met or exceeded, and that all documents are properly completed for the purpose of bidding on all projects. Judith Gomez (RMI), Project Engineer - Mrs. Gomez has over 17 years of Vertical and Horizontal Construction. More recently she has been responsible for the coordination and construction of small and large diameter pipe in neighborhood improvement, streetscapes, lighting, signalization, and drainage. Her proactive and hands-on approach toward communicating with municipalities, agencies and clients has provided outstanding relationships with clients. 3.1 ORGANIZATIONAL CHART CITY OF MIAMI BEACH Michael Jankowski PRESIDENT CITY OF SUNNY ISLES/NMB Lisa Jankowski Paul Jankowski, Sr. RMI PRINCIPALS Luis Hernandez LEAD SUPERINTENDENT Paul Jankowski, Sr. VICE-PRESIDENT CONSTRUCTION MANAGEMENT Main Line Crew - Edi Catuera Main Line Crew - Guadalupe Guzman Service & Testing - Joseph Mendoza Restoration - Wayne Williams Judith GomezElizabeth LoCasio LEAD PROJECT MANAGER Andres Diaz, P.E., CGCRene Castillo QUALITY CONTROL MANAGER QC COMPLIANCE/ DOCUMENT CONTROL Hamill Andrade Pedro Morera PROJECT MANAGERS FIELD SUPERINTENDENT CONSTRUCTION SERVICES FOREMAN PAUL C. JANKOWSKI PRINCIPAL EXPERIENCE Mr. Jankowski has over 53 years of construction experience in South Florida and Michigan. He began working under his father Paul Jankowski Sr., the founder of Paul Jankowski Builders and his father-in-law Richard Mancini, the founder of Ric-Man Construction Inc., Richard Mancini Equipment Co., Ledds Development Co., and Ric-Man International Inc. Mr. Jankowski is responsible for land acquisition and development, design-build construction, vertical and underground bidding and construction management, and all financial, legal, and real estate operations. Mr. Jankowski’s experience includes the design-build of a variety of projects including 100,000 square foot commercial buildings, 100,000 square foot office buildings, a 1 million square foot industrial building, a 550 unit multi- residential apartment building, residential custom homes, land development, and underground utilities. PROJECT EXPERIENCE • Ric-Man International, Inc. – Pompano Beach, FL – Director, Stockholder (2003-Present) – Director, Stockholder, and Vice President (1983-2003) • Ric-Man Construction, Inc. – Sterling Heights, MI – Director, Stockholder (1983-2003) • Managing Member Experience – 2003 to Present – Sterling Developers – Sterling Heights, MI – Sterling Properties Fl LLC – Pompano Beach, FL – Sterling Properties MI LLC – Sterling Heights, MI – PJ-19 – Sterling Heights, MI – Washington Street Holdings – Royal Oak, MI • Managing Partner Experience – 1983 to 2003 – Ledds Enterprises – Sterling Heights, MI – Ledds Development Company – Sterling Heights, MI – Chris Nelson & Sons, Inc. – Sterling Heights, MI – Haven Ridge Sand & Gravel – Troy, MI – Shelby Plaza – Shelby Township, MI • Paul Jankowski Builders – Sterling Heights, MI Construction Project Manager (1972-1983) Residential Development • Troy Lake Estates – Troy, MI • Hickory Ridge – Troy, MI • Bridgewater Estates – Troy, MI • Brookewood Estates – Sterling Heights, MI • – Land acquisition, mining, site development and infrastructure. • – Design-build and finance of over 190 homes Commercial Development • 1701 Green Road – Pompano Beach, FL • – 49,500 Sq. Ft. Multi-tenant Office/Warehouse Space • 1901 Green Road – Pompano Beach, FL • – 76,500 Sq. Ft. Multi-tenant Office/Warehouse Space • 5061 Southwest 13th Avenue – Pompano Beach, FL • – 48,000 Sq. Ft. Multi-tenant Office/Warehouse Space • 3150 Southwest 13th Avenue – Pompano Beach, FL • – 49,000 Sq. Ft. Multi-tenant Office/Warehouse Space Allied Signal Automotive Sterling Heights, Michigan 137,000 square foot, 2-story, development equipped with 2 elevators built to accommodate a 500-employee airbag safety research facility with an enclosed test-track for simulating car crashes. Michigan State Police Forensic Laboratory Sterling Heights, Michigan 16,000 square foot development was built to suite the State of Michigan’s Forensic Laboratory. Laboratories were built to accommodate services for body fluid identification, crime-scene response, firearm and tool-mark investigation, latent prints, and controlled substance and trace evidence analysis. Harbor Club North Condominiums & Yacht Club Harrison Township, Michigan 200-slip Marina with a 6,400 square foot, 3-story, clubhouse equipped with an elevator, banquet hall, conference rooms, an in-ground pool, recreation center, and a commercial kitchen. Titan Tire Plant Expansion Bryan, Ohio $16 million, 210,000 square foot plant expansion completed in 7 months for the tire manufacturer who makes the largest tires in the world. Construction included two 60-ton cranes, six 20-ton cranes, and a 40-foot deep shaft in the warehouse. Washington Street Holdings Royal Oak, Michigan Mixed parking structure equipped with a 2-story elevator leading to a 22,000 square foot commercial office building. Office building was equipped with a 3-story elevator leading to 5, roof-top-located 2,300 square foot condominiums. A one-of- a-kind mixed commercial & residential development for Royal Oak’s elegant downtown district. Henry Ford Medical Center Clinton Township, Michigan 19,500 square foot medical development built to accommodate the Henry Ford Macomb Hospital’s Behavioral Health Services and Family Medicine departments. D/B Sunny Isles Beach Gateway Pedestrian Bridge Owner: City of Sunny Isles - $2.3 million Commercial Construction project Building of 2 bridge towers and elevators systems Installation of 106 ft long prefabricated bridge across State Rd. 826 MICHAEL JANKOWSKI PRESIDENT EXPERIENCE Mr. Jankowski has 14 years of construction management experience since 2009. In Southeast Florida, he has worked with municipalities from Miami‐ Dade to Palm Beach County and has been instrumental in the completion of major infrastructure improvement and neighborhood improvement projects. His responsibilities include coordinating construction activities with outside agencies, reviewing contractual requirements to meet client’s expectations, coordination of maintenance of traffic throughout construction phases, conducting field inspections of water and drainage systems, documenting field change to the design, assisting in processing and obtaining permits, reviewing and updating construction project schedule, and working closely with Public Information Officers in disseminating the project schedule to residents and businesses EDUCATION • Lynn University – Boca Raton, FL • Bachelor of Science in Business Management – 2011 • Studied Infrastructure in Rome, Italy – 2010 OSHA 3015 Excavation, Trenching and Soil Mechanics OSHA 10 Hour Training PROJECT EXPERIENCE Project: 30 Inch Raw Water Main Repair Owner: City of Hollywood- $257,800.00 Role: General Manager The work performed consists of the replacement of 30-inch cast iron raw water main to 24-inch ductile iron raw water main. Project: 60-INCH Force Main (NL-1A) (West Segment) Along NW 162ND Street From NW 6th Ave to N.E. 8th Ave Owner: Miami Dade Water & Sewer- $19,314,785.95 Role: Project Manager/President The scope of work includes, but is not limited to, the furnishing and installation of approximately 10,000 linear feet of 60- inch PCCP with T-Lock lining, including the corresponding fittings and valves; connection to existing 72-inch PCCP slip-lined with 63” HDPE force main at intersection of NW 159th Street and NW 6th Avenue and connection to a proposed 60-inch PCCP force main (being constructed by others under Contract No. S-944) at NE 161st St and NE 8th Ave and leaving a stub out for future connection at NW 162nd Street and NW 2nd Avenue; furnishing and installing Automatic Air Release Valves; furnishing and installing required 60-inch Flanged Plug valves; valve access manholes; access manholes; temporary pavement installation and removal; pavement restoration, surface and sodding restoration; tree relocations; pavement markings restoration; MOT and public outreach coordination Project: 60-Inch Force Main (NL-1A) Between the Intersections of NE 151 St & Biscayne Blvd and NE 163 ST & NE 8 Ave Owner: Miami Dade Water & Sewer- $25,527,995.49 Role: Project Manager/President The scope of work includes, but is not limited to, the furnishing and installation of approximately 12,500 linear feet of 60-inch PCCP, including the corresponding fittings and valves; microtunnel installation at NE 151st Street and Biscayne Boulevard including two (2) 30-feet deep shafts, and approximately 600 linear feet of 84-inch steel casing and 60-inch PCCP; approximately 200 linear feet of 84- inch steel casing and 60-inch PCCP at FEC Right-of-Way; furnishing and installing one (1) 72-inch by 60-inch tapping saddle and one (1) 60-inch tapping valve required to make a tapping connection to an existing 72-inch force main at NE 151 Street east of Biscayne Boulevard; furnishing and installing six (6) Air Release Valves and fifteen (15) Automatic Air Release Valves; furnishing and installing six (6) 60-inch Flanged Plug valves; relocation of approximately 1,400 linear feet of 12-inch ductile iron water main including one(1) fire hydrant assembly; furnishing and installing approximately 270 linear feet of 16-inch force main; furnishing and installation of 28 access manholes; furnishing and installation of approximately 50 feet of 18- inch HDPE storm drainage pipe, approximately 50 feet of exfiltration trench and 2 storm inlets Project: Roadway Improvements to NW 107th Avenue from NW 138th Street to NW 166th Street Owner: Miami Dade Water & Sewer- $23,325,575.00 Role: Project Manager/President The work includes all design and construction services necessary to perform roadway construction of a roadway with a typical section that consists of a five (5) lane undivided roadway facility with intermittent left turn lanes, continuous stormwater system, sidewalks, curb and gutters, pavement markings, signage, signalization, lighting, and landscaping on NW 107 Avenue from NW 138 Street to NW 166 Street. The work also includes all design and construction services necessary to construct a canal along the west side of the NW 107 Avenue project limits as well as the design and installation of a water main and sewer main as well as all appurtenances. DB Services of 36- inch Diameter Sanitary Sewer FM Along NW 107th Ave Role: Superintendent The project consists of replacing the existing 24- inch force main on NW 107 Ave from south of NW 7 street to NW 25 street with a new 36-inch force main into the existing force main system in order to reduce system operating pressures and increase system capacity within the area Project: Reclaimed Water Transmission Main Bid Package 2 Owner: Broward County WWS Reference: Role: Vice President The work included installation of 27,172 LF of new 24” reclaimed water pipes through open cut, fittings, valves, master meter, restoration of South Florida Water Management District (SFWMD) canal right-of-way, restoration of pavement, milling and restoration and all ancillary work required to complete the project. Located at the north end of NW 39th Avenue at the Hillsboro Canal and continues west within the SFWMD canal right-of- way and ends at the intersection of North University Drive and the Hillsboro Canal Reclaimed Water Transmission Main Owner: Broward County WWS Reference: Role: Vice President The Work included installation of 31,000 24” to 42” lf of new reclaimed water pipes through open cut and/or horizontal directional drilling, fittings, valves, master meter, restoration of pavement, milling and restoration, lining of existing pipe, and all ancillary work required to complete the project satisfactory to the County. Location extended from the North Regional Wastewater Treatment Plant along Powerline Road, SW 10th Street, Quiet Waters Park, Hillsboro Blvd, and NW 39th Avenue to Hillsboro Canal Utility analysis Zone 113B Owner: Broward County WWSS – 28.1 million Reference: Alan Garcia, PWD Director ‐ 954‐831‐ 0903 Role: Vice President The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8- 18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings an intercoastal waterway crossing Partial roadway reconstruction of failing existing roadway 75,000 SY of existing roadway milling and resurfacing New sidewalk and driveway apron construction D/B Central Seacrest Corridor Utility Improvements Ph 2 Owner: City of Boynton Beach- $12.5 million Reference: Joe Paterniti 561-751-6423 Role: Vice President City of Boynton Beach Project – Design Build Installation of over 30,000 LF of new 8” watermain and fire hydrants via Pipe Bursting Installation of 700+ new water service meters. Construction of over 80,000 SY of drainage swales and new landscaping Installation of 5,000 LF of new 10” force-main including an intercoastal waterway crossing Partial roadway reconstruction of failing existing roadway 75,000 SY of existing roadway milling and resurfacing New sidewalk and driveway apron construction throughout the neighborhood Springtree WWTP On-Site & Off-Site Drainage & Utilities Improvements Owner: City of Sunrise - $2.8 million Reference: Tim Welch 954-888-6055 Role: Vice President Installation of over 1,500 LF of Drainage pipe and structures up to 42” in Dia. Installation of 2,500 LF of new 8” watermain and hydrants Installation of 1,000 LF of new Reclaim water force-main ranging from 6” to 16” in Dia. Full pavement and roadway reconstruction Lake expansion and outfall installation Safe disposal of over 1,600 CY of contaminated soil Completed 3 months ahead of schedule. South Miami Heights Phase A D/B Owner: Miami Dade water and sewer - $17.9 million Reference: Alexis Valdez 786-299-9008 Role: Project Manager Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,336 linear feet of 8-inch ductile iron water main pipe and fittings; 8,421 linear feet of 12-inch ductile iron water main pipe and fittings; 4,327 linear feet of 16-inch ductile iron water main pipe and fittings; and 5,550 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,368 water service conversions from rear to front. The project location for Phase A is the area bounded by S.W. 168 Street. to the north, S.W. 184 Street. to the south, S.W. 122 Avenue to the west, and S.W. 115 Avenue to the east South Miami Heights Phase B D/B Owner: Miami Dade water and sewer - $15.7 million Reference: Alexis Valdez 786-299-9008 Role: Project Manager Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,928 linear feet of 8-inch ductile iron water main pipe and fittings; 8,371 linear feet of 12-inch ductile iron water main pipe and fittings; 3,217 linear feet of 16-inch ductile iron water main pipe and fittings; and 500 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,022 water service conversions from rear to front. The project location for Phase A is the area bounded by S.W. 168 Street. to the north, S.W. 184 Street. to the south, S.W. 122 Avenue to the west, and S.W. 115 Avenue to the east D/B Neighborhood No. 8: Central Bayshore South Right-of-Way Infrastructure Improvements Owner: City of Miami Beach - $18 million Role: Asst. Super Installation of over 10,000 ft of DIP WM Installation of 20,000 ft of new storm water system, including pumping stations and outfalls Pavement restoration and traffic mediation systems Project: Miracle Mile/Giralda Ave Streetscape CMAR Owner: City of Coral Gables Reference: Peter Iglesias Construction Cost: $21 million (2016-2018) Role: Assistant Superintendent Construction of new curb, gutter, drainage, and other infrastructure assessment and improvements along both sides of the full length of Miracle Mile. Street improvements including paving, striping and signage. Street design included a restructuring of on-street parking from diagonal to parallel. Widening of existing sidewalks including ADA accessible ramps, expand sidewalk design, sidewalk elements and mid-block mini parks. Installation of ornamental lights and pedestrian lighting. New landscaping, tress, groundcover and irrigation FDOT SR 823/NW 57TH AVE/RED ROAD Owner: FDOT/MDWASD – $20,865,766.28 Reference: Nelson Cespedes 305-607-0799 Role: Asst. Super Project mainly consisted of the installation of 4,848 feet of 54-inch bar-pipe through Red Road, including crossing an existing 48-inch Forcemain (installed by us in 2004). As part of the work, we had to install the new main through the intersection of Opa-Locka Blvd/ NW138 St, and Red Road. Given our past performance with FDOT we were able to guarantee completing the crossing during a weekend. Despite some challenges, we were able to keep our promise. Traffic was restored by Sunday afternoon Project: DERM01‐WASD‐NLE‐WEST 54" PCCP Force Main Owner: Miami‐Dade Water & Sewer Department Reference: Nelson Cespedes ‐ 786‐552‐8142 Construction Cost: $6,649,092 ‐ 2005 (9,100 LF of 54"PCCP) Role: Asst. Super. Project consisted 54" PCCP near Opa‐Loka Airport, NW 57th Ave and Le‐Jeune Rd. Construction required 54" Plug valves, fittings, access manholes, air releases, restrained pipe, interior lining, extensive de‐ watering, deep excavations over 18- foot-deep, sheeting and shoring. We constructed open cut excavation of 30-foot canal, and also NW 57th avenue. Extensive coordination with airport personnel, DOT, including the blocking off South Florida Water Management canal within their strict guidelines and safety protocols. Our crews worked thru the weekends and nights to minimize impacts to NW 57th Ave. The project also included the use and coordination of SBEs. Access to businesses, on ramps, and the airport was a daily necessity. Weston Force Main and Drainage Improvements Owner: City Of Weston $4.3 million Reference: Bryan Williams 954‐448‐5828 Role: Superintendent Project mainly consisted in the installation of 8,000 feet of 16‐ inch DIP and 8,800 feet of up to 72-inch Pipe, including several culverts crossing main City thoroughfare roads, requiring lane shifting, road closures and many detours. This project required FDOT lane closure coordination Sunset Island III and IV D/B Owner: City of Miami Beach - $10,910,593.00 Reference: Jeff Crews (954) 481-2812 x 235 Role: Asst Super Project consisted in the design and construction of two stormwater pump stations each in excess of 180hp. Over 7,000 feet of stormwater collection system up to 72-inch pipe and 118 drainage structures. The project also included 7,270 feet of new 8-inch water main, undergrounding of franchise utilities (i.e. FP&L), gravity sewer rehabilitation, street lighting and reconstruct and raising of the roads Section 5 Project 48‐Inch PCCP ‐ NW 72nd Ave from NW 8th St thru NW 12 St For Condotte/Community/De Moya Joint Venture Owner: MDWASD – $450,000 Reference: Nelson Cespedes 305-607-0799 Role: Asst. Super Project consisted of 48" PCCP including restrained pipe, fittings, closures and connections to existing 48" PCCP. The path of the pipe was on NW 72nd Ave a 6-lane road with extreme heavy traffic. Several businesses existed along the path requiring difficult coordination and access at all times. The worked involved; critical demolition of existing PCCP, removing sewage from existing pipe, sheeting and shoring, extensive de-watering, deep excavations, installation of access manholes and air releases, dealing with heavy traffic, working on weekends, nights and multiple crews. Difficult utility support and crossings. The project had tight time restraints due to existing lines requiring minimal shut down period. We succeeded in completing the Installation and connection within the scheduled time frame. Monceaux Road Group I Drainage and Utility Improvements Project Owner: City of West Palm Beach $3.3 million Reference: Tracy Ward 561-494-1103 Role: Asst. Super. Storm water System improvements consisted of removal and replacement of the existing storm water system infrastructure; including storm inlets, manholes, exfiltration trenches, and other miscellaneous appurtenances. Responsible for all sheeting and shoring, dewatering and all by-pass pumping of the storm sewer system. Water main improvements consisted of grouting of the existing water main system (including removal of the water services/meter boxes and fire hydrants) and replacement with a new 8" DIP class 52 , cement lined water main system (Including water services, valves and fire hydrants). Temporary 2" water mains and for all by-pass piping of the water main system . Sanitary sewer improvements consisted of removal and replace existing sanitary sewer Infrastructure including manholes, laterals and cleanouts with 8" and 18" PVC SDR 26 sewer mains, concrete manholes, and 6" PVC laterals with cleanouts. Roadway construction consisted of removal and replacement of existing roadway, sidewalks, curbs, and driveways within the right- of-way. MOT and access to all properties at all times. Traffic signage and pavement markings conforming to city and FDOT standards Golf Village Water Main Improvements Owner: City of Sunrise Reference: Guarionex De Los Santos (954) 572- 2274 Role: Superintendent Project consisted of the replacement of aging potable water mains with new 6" (approx. 41,000lf) and 8" (approx. 3,700 lf) DIP water mains, valves, hydrants and services in the area described above, along with the abandonment of the existing water distribution system and appurtenances, site restoration and roadway milling and overlay D/B Sunny Isles Beach Gateway Pedestrian Bridge Owner: City of Sunny Isles - $2.3 million Role: Asst. Super Commercial Construction project Building of 2 bridge towers and elevators systems Installation of 106 ft long prefabricated bridge across State Rd. 826 Twin Lakes South NIP – Owner: Broward County W&W Division Role: Asst. Super – $4.2 million, 2014 Project consisted of sanitary sewer, stormwater drainage, and roadway infrastructure improvements to a neighborhood of 300 homes. Sanitary construction included installing 3,500 feet of 6-inch DIP force main and 11,500 feet of 8- to 10- inch PVC gravity sewer, 49 manholes up to 19-feet deep, and 1 pump station. Stormwater drainage construction included installing 8,000 feet of 15- to 30-inch RCP drainage, including French drain, and 66 drainage manholes. Roadway improvements included the reconstruction and final paving of 36,000 SY of road, construction of over 20,000 SY of driveway & sidewalk and 2,200 feet of curb & gutter, and the planting or relocating over 250 trees. Northeast 38th Street Reconstruction Owner: City of Oakland Park – $3.4 million Contact: Ronald Desburnes, P.E. Role: Asst Super As part of a FDOT funded project (LAP), Ric-Man performed drainage, sewer, and roadway infrastructure improvements to the City of Oakland Park’s Northeast 38th St. from Northeast 11th Ave. to North Andrews Ave. Drainage construction included the installation of 1,614 feet of 18- to 48- inch RCP and 60 drainage structures. Utility construction included the demolition or abandonment of existing sanitary utilities and the installation of 450 feet of 6- to 10-inch PVC sewer main, 11 laterals, and 4 manholes; as well as 12,500 feet of telecom and electrical conduit. Roadway and landscape improvements included 17,800 square yards of road construction, 8,750 square yards of sidewalk & driveway construction, 1,300 square yards of decorative paver work, the planting or relocating of over 80 trees, as well as new landscape plantings and new irrigation. Garden Acres Sanitary System ‐ Design Build Owner: City of Oakland Park, FL – $700,000, 2013 Reference: Harvey Rambarath, PE 954‐630‐4478 Role: Asst. Super Provided all design, materials, equipment, and performed installation of 800 feet of 6‐ to 8‐inch DIP water main, 2,500 feet of 2‐inch HDPE sanitary force main, and a 1,700 foot 4‐ to 6‐inch PVC gravity sewer collection system. The sewer system was equipped with 12 grinder pumps and service connections for individual properties in the project area that connects to the City’s existing sewer system. As part of our scope, Ric‐Man was also responsible for the development of a cost‐effective method for providing power to grinder pumps, as well as a methodology for payment of electrical power costs. SW 6 & 7 Utilities Extension Project Area 3 Owner: City of Cape Coral- 9.7 million Reference: Paul Clingham, Utilities Director ‐ 239‐ 574‐0464 Role: Asst. Superintendent The project consisted of potable water, irrigation, sanitary sewer, stormwater drainage, and hardscape infrastructure improvements to a neighborhood composed of 844 homes and 2 bridges in Cape Coral, Florida. Potable water improvements included installing 39,800 feet of 6‐ to 8‐inch PVC water main with 438 services for 734 meters, 34 fire hydrants, and an aerial crossing. Irrigation improvements included installing 43,790 feet of reclaimed 4‐ to 16‐inch irrigation mains with 498 irrigation services for 844 meters, as well as a 4‐inch and a 16‐inch aerial crossing. Stormwater drainage improvements included installing, 5,200 feet of 15‐ to 36‐inch HDPE & PVC main, 400 feet of 12x18‐ to 24x38‐inch elliptical HDPE main, and 127 inlet structures. Sanitary sewer improvements included installing 41,100 feet of 8‐inch PVC gravity sewer mains up to 16‐feet deep including 98 manhole structures and 540 single and double services, 2 wastewater lift station, and 5,620 feet of 6‐inch PVC force main. Hardscape and landscape improvements included 100,000 square yards of roadway reconstruction and hardscape restoration, 95,000 square yards of swale reconstruction, and 11,700 square yards of driveways. Belvedere Homes, Phase 2 Owner: Palm Beach County, FL Role: Asst. Super/Asst PM – $2.7 million, 2014 Project consisted of extensive sewer, drainage, and water infrastructure improvements through a neighborhood of over 200 homes, as well as over 6,000 square yards of road and sidewalk reconstruction and over 21,000 square yards of landscaping. Sewer construction included the installation of 7,700 feet of 4- to 6-inch PVC vacuum sewer pipe with over 110 valve pits and service laterals. Drainage construction included the installation of 3,000 feet of 15- to 42-inch RCP drainage pipe with over 40 drainage structures. Water construction included the installation of 8,400 feet of DIP and PVC water main with over 200 services. Oakland Park BP3 Water Main Owner: City of Oakland Park, FL $2.2 million, 2013 Reference: John M. Perez 954‐630‐447 Role: Assistant Superintendent Project consisted of water, drainage, and road infrastructure improvements to 6 disconnected sites near Oakland Park Blvd. between NW 31st Ave. and NW 18th Ave. Water construction consisted of installing 8,200 feet of 6‐ to 8‐inch ductile iron pipe with 62 services, and 1,200 feet of 6‐inch PVC directional drill. Drainage construction consisted of installing 3,900 feet of 15‐inch RCP and 37 drainage structures. Road construction consisted 34,000 square yards of asphalt, concrete, and sidewalk reconstruction. Infrastructure Rehabilitation Project Owner: Town of Surfside Role: Asst. Super – $18.3 million, 2013 The project consisted of water, drainage, and sewer infrastructure improvements to The Town, as well as the restoring 167,000 square yards of road, 33,000 square yards of swale, 4,400 square yards of sidewalk & driveways, and 34,600 feet of curb & gutter. Water construction included replacing a 31,500-foot water main system consisting of 4- to 8-inch DIP and PVC pipe with 950 services; as well as relocating the existing water meters of over 1,600 homes from their rear easements to the front of the homes – work which required daily coordination between Ric-Man and Town representatives & residents. Drainage construction consisted of installing 5,500 feet of 10- to 36-inch DIP and RCP pipe, 47 structures, 9 wells, and 3 pump stations. Sewer construction consisted of rehabilitating a 49,500-foot sewer system consisting of 8- to 15-inch CIP pipe, over 2,000 laterals, 166 structures, and 2 pump stations; as well as point-repairing 5,800 feet of the existing sewer main and installing 2,500 feet of new 12-inch PVC force main 1B2 Water Main Improvement Owner: Broward County W&WS Div. – $1.3 million Reference: Pat MacGregor 954‐831‐0904 Role: Assistant Superintendent Project consisted of water main and roadway infrastructure improvements along Cypress Creek Road from I‐95 to Dixie Highway, and on Dixie Highway to Northeast 56th Street. Water construction consisted of installing 8,500 feet of 6‐ to 16‐inch DIP water main with 13 wet taps, 11 fire hydrants, and 18 new water services. Roadway construction included 12,000 square yards of asphalt road & concrete sidewalk work as well as 1,000 square yards of swales restoration. This project required FDOT and Broward County lane closure coordination from I‐95 off‐ramp to Dixie Highway. Venetian Causeway Water Main Crossings Owner: Miami Beach, Florida – $1.0 million, 2011 Reference: Robert Rodriguez, Capital Projects Coord. Phone: 305‐ 673‐7070 Role: Assistant Superintendent Project consisted of water infrastructure improvements to the San Marino, Dilido, and Rivo Alto islands along the Miami Beach portion of the Venetian Causeway. Water construction consisted of installing 2,800 linear feet of 4‐ to 16‐inch ductile iron water main, 33 water services, and 6 new fire hydrants. Construction required complex M.O.T. to contend with heavy vehicle and pedestrian traffic; as well as direct coordination between multiple city departments and the contractor performing future roadway improvements. ANDRES G. DIAZ, P.E. GENERAL MANAGER/ SR. PROJECT MANAGER EXPERIENCE Mr. Diaz has over 19 years of roadway, infrastructure, and underground utility construction and design experience. More recently he has been responsible for the coordination and construction of large diameter pipe in main thoroughfare roads. His proactive and hands‐on approach toward communicating with clients has helped Ric‐Man International improve our relationships with the different municipalities he has worked with. EDUCATION • Florida International University – Miami, FL Bachelor of Science in Civil Engineering CERTIFICATIONS • FL Professional Engineer #78185 • NPDES, HazMat & Nuclear Gauge Safety • Army Corps of Engineers QC Certification • OSHA, 30‐hourtraining Certification • OSHA 3015- Excavation, Trenching & Soil Mechanics • FL Engineering Society – Broward Chapter President Award • Work Zone Traffic Control – M.O.T. Advanced Level Cert PROJECT EXPERIENCE Project: 30 Inch Raw Water Main Repair Owner: City of Hollywood- $257,800.00 Role: General Manager The work performed consists of the replacement of 30-inch cast iron raw water main to 24-inch ductile iron raw water main. 60-INCH Force Main (NL-1A) (West Segment) Along NW 162ND Street From NW 6th Ave to N.E. 8th Ave Owner: Miami Dade Water & Sewer- $19,314,785.95 Role: General Manager The scope of work includes, but is not limited to, the furnishing and installation of approximately 10,000 linear feet of 60- inch PCCP with T-Lock lining, including the corresponding fittings and valves; connection to existing 72-inch PCCP slip-lined with 63” HDPE force main at intersection of NW 159th Street and NW 6th Avenue and connection to a proposed 60-inch PCCP force main (being constructed by others under Contract No. S-944) at NE 161st St and NE 8th Ave and leaving a stub out for future connection at NW 162nd Street and NW 2nd Avenue; furnishing and installing Automatic Air Release Valves; furnishing and installing required 60-inch Flanged Plug valves; valve access manholes; access manholes; temporary pavement installation and removal; pavement restoration, surface and sodding restoration; tree relocations; pavement markings restoration; MOT and public outreach coordination 60-Inch Force Main (NL-1A) Between the Intersections of NE 151 St & Biscayne Blvd and NE 163 ST & NE 8 Ave Owner: Miami Dade Water & Sewer- $25,527,995.49 Role: General Manager The scope of work includes, but is not limited to, the furnishing and installation of approximately 12,500 linear feet of 60-inch PCCP, including the corresponding fittings and valves; microtunnel installation at NE 151st Street and Biscayne Boulevard including two (2) 30-feet deep shafts, and approximately 600 linear feet of 84-inch steel casing and 60-inch PCCP; approximately 200 linear feet of 84- inch steel casing and 60-inch PCCP at FEC Right-of-Way; furnishing and installing one (1) 72-inch by 60-inch tapping saddle and one (1) 60-inch tapping valve required to make a tapping connection to an existing 72-inch force main at NE 151 Street east of Biscayne Boulevard; furnishing and installing six (6) Air Release Valves and fifteen (15) Automatic Air Release Valves; furnishing and installing six (6) 60-inch Flanged Plug valves; relocation of approximately 1,400 linear feet of 12-inch ductile iron water main including one(1) fire hydrant assembly; furnishing and installing approximately 270 linear feet of 16-inch force main; furnishing and installation of 28 access manholes; furnishing and installation of approximately 50 feet of 18- inch HDPE storm drainage pipe, approximately 50 feet of exfiltration trench and 2 storm inlets Roadway Improvements to NW 107th Avenue from NW 138th Street to NW 166th Street Owner: Miami Dade Water & Sewer- $23,325,575.00 Role: General Manager The work includes all design and construction services necessary to perform roadway construction of a roadway with a typical section that consists of a five (5) lane undivided roadway facility with intermittent left turn lanes, continuous stormwater system, sidewalks, curb and gutters, pavement markings, signage, signalization, lighting, and landscaping on NW 107 Avenue from NW 138 Street to NW 166 Street. The work also includes all design and construction services necessary to construct a canal along the west side of the NW 107 Avenue project limits as well as the design and installation of a water main and sewer main as well as all appurtenances. DB Services of 36- inch Diameter Sanitary Sewer FM Along NW 107th Ave Owner: Miami Dade Water & Sewer- $8,954,735.95 Role: General Manager The project consists of replacing the existing 24- inch force main on NW 107 Ave from south of NW 7 street to NW 25 street with a new 36-inch force main into the existing force main system in order to reduce system operating pressures and increase system capacity within the area. Reclaimed Water Transmission Main Bid Package 2 Owner: Broward County WWS Reference: Role: General Manager The work included installation of 27,172 LF of new 24” reclaimed water pipes through open cut, fittings, valves, master meter, restoration of South Florida Water Management District (SFWMD) canal right-of-way, restoration of pavement, milling and restoration and all ancillary work required to complete the project. Located at the north end of NW 39th Avenue at the Hillsboro Canal and continues west within the SFWMD canal right-of- way and ends at the intersection of North University Drive and the Hillsboro Canal Reclaimed Water Transmission Main Owner: Broward County WWS Reference: Role: General Manager The Work included installation of 31,000 24” to 42” lf of new reclaimed water pipes through open cut and/or horizontal directional drilling, fittings, valves, master meter, restoration of pavement, milling and restoration, lining of existing pipe, and all ancillary work required to complete the project satisfactory to the County. Location extended from the North Regional Wastewater Treatment Plant along Powerline Road, SW 10th Street, Quiet Waters Park, Hillsboro Blvd, and NW 39th Avenue to Hillsboro Canal. Utility analysis Zone 113B Owner: Broward County WWSS – $28,115,925.52 Reference: Alan Garcia, PWD Director ‐ 954‐831‐ 0903 Role: Senior Project Manager The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8- 18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings FDOT SR 823/NW 57TH AVE/RED ROAD Owner: FDOT/MDWASD – $20,865,766.28 Reference: Nelson Cespedes 305-607-0799 Role: Senior Construction Manager Project mainly consisted of the installation of 4,848 feet of 54-inch bar-pipe through Red Road, including crossing an existing 48-inch Forcemain (installed by us in 2004). As part of the work, we had to install the new main through the intersection of Opa-Locka Blvd/ NW138 St, and Red Road. Given our past performance with FDOT we were able to guarantee completing the crossing during a weekend. Despite some challenges, we were able to keep our promise. Traffic was restored by Sunday afternoon. Project: C/M Central Seacrest Corridor Utility Improvements Ph 2 Owner: City of Boynton Beach – $12.5 million Reference: Joe Paterniti 561-751-6423 Role: Senior Project Manager City of Boynton Beach Project – Design Build Installation of over 30,000 LF of new 8” watermain and fire hydrants via Pipe Bursting Installation of 700+ new water service meters Construction of over 80,000 SY of drainage swales and new landscaping Installation of 5,000 LF of new 10” force-main including an intercoastal waterway crossing Partial roadway reconstruction of failing existing roadway 75,000 SY of existing roadway milling and resurfacing New sidewalk and driveway apron construction throughout the neighborhood Project: D/B Sunny Isles Beach Gateway Pedestrian Bridge Owner: City of Sunny Isles – $2.3 million Role: Senior Project Manager Commercial Construction project Building of 2 bridge towers and elevators systems. Installation of 106 ft long prefabricated bridge across State Rd. 826 South Miami Heights – Phase A D/B Owner: MDWASD – $17,953,664.33 Reference: Alexis Valdes 786-268-5322 Role: Design-Build Manager Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,336 linear feet of 8-inch ductile iron water main pipe and fittings; 8,421 linear feet of 12-inch ductile iron water main pipe and fittings; 4,327 linear feet of 16-inch ductile iron water main pipe and fittings; and 5,550 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,368 water service conversions from rear to front. Miracle Mile/Giralda Ave Streetscape CMAR Owner: City of Coral Gables – $21 million (2016- 2018) Reference: Peter Iglesias Role: Senior Project Manager Construction of new curb, gutter, drainage, and other infrastructure assessment and improvements along both sides of the full length of Miracle Mile. Street improvements including paving, striping and signage. Street design included a restructuring of on-street parking from diagonal to parallel. Widening of existing sidewalks including ADA accessible ramps, expand sidewalk design, sidewalk elements and mid-block mini parks. Installation of ornamental lights and pedestrian lighting, pavement marking restoration and site furnishings Sunset Island III and IV D/B Owner: City of Miami Beach - $10,910,593.00 Reference: Jeff Crews (954) 481-2812 x 235 Role: Construction Manager Project consisted in the design and construction of two stormwater pump stations each in excess of 180hp. Over 7,000 feet of stormwater collection system up to 72-inch pipe and 118 drainage structures. The project also included 7,270 feet of new 8-inch water main, undergrounding of franchise utilities (i.e. FP&L), gravity sewer rehabilitation, street lighting and reconstruct and raising of the roads. Springtree WWTP On-Site & Off-Site Drainage & Utilities Improvements Owner: City of Sunrise – $2.8 million Reference: Tim Welch 954-888-6055 Role: Senior Project Manager Installation of over 1,500 LF of Drainage pipe and structures up to 42” in Dia. Installation of 2,500 LF of new 8” watermain and hydrants. Installation of 1,000 LF of new Reclaim water force-main ranging from 6” to 16” in Diameter. Full pavement and roadway reconstruction. Lake expansion and outfall installation safe disposal of over 1,600 CY of contaminated soil Completed 3 months ahead of schedule. Section 5 Project 48‐Inch PCCP ‐ NW 72nd Ave from NW 8th St thru NW 12 St For Condotte/Community/De Moya Joint Venture Owner: MDWASD – $450,000 Reference: Nelson Cespedes 305-607-0799 Role: Senior Construction Manager Project consisted of 48" PCCP including restrained pipe, fittings, closures and connections to existing 48" PCCP. The path of the pipe was on NW 72nd Ave a 6-lane road with extreme heavy traffic. Several businesses existed along the path requiring difficult coordination and access at all times. The worked involved; critical demolition of existing PCCP, removing sewage from existing pipe, sheeting and shoring, extensive de-watering, deep excavations, installation of access manholes and air releases, dealing with heavy traffic, working on weekends, nights and multiple crews. Difficult utility support and crossings. The project had tight time restraints due to existing lines requiring minimal shut down period. We succeeded in completing the Installation and connection within the scheduled time frame. Northeast 38th Street Reconstruction Owner: City of Oakland Park – $3.4 million Contact: Ronald Desburnes, P.E. Role: Construction Manager As part of a FDOT funded project (LAP), Ric-Man performed drainage, sewer, and roadway infrastructure improvements to the City of Oakland Park’s Northeast 38th St. from Northeast 11th Ave. to North Andrews Ave. Drainage construction included the installation of 1,614 feet of 18- to 48- inch RCP and 60 drainage structures. Utility construction included the demolition or abandonment of existing sanitary utilities and the installation of 450 feet of 6- to 10-inch PVC sewer main, 11 laterals, and 4 manholes; as well as 12,500 feet of telecom and electrical conduit. Roadway and landscape improvements included 17,800 square yards of road construction, 8,750 square yards of sidewalk & driveway construction, 1,300 square yards of decorative paver work, the planting or relocating of over 80 trees, as well as new landscape plantings and new irrigation. Broadview Park BP3 Owner: Broward County W&W Division – $14MM Reference: Pat MacGregor 954-831-0904 Role: Construction Administrator/ Engineer Project consisted of the installation of 47,000 feet of 8- to 10-inch PVC sewer mains with 190 structures, 20,000 feet of 15- to 24-inch RCP drainage mains with 274 structures, 1 lift station, landscaping, streetscapes, road reconstruction, milling & resurfacing. Broadview Park, BP2 Owner: Broward County W&W Division – $17.5MM Reference: Pat MacGregor 954-831-0904 Role: Construction Administrator/ Engineer Project consisted of sewer and drainage infrastructure improvements to a neighborhood of 760 homes. Sewer installation included 36,500 feet of 6- to 20-inch PVC and DIP gravity sewer with 150 manholes, 3 sewer lift stations, and 14,500 feet of 6- to 12-inch force main. Drainage installation included 16,700 feet of 15- to 24-inch RCP and HDPE pipe and 170 structures. The project required the full reconstruction of 100,000 SY of asphalt including two 1-1/2-inch lifts. This design also included the reclaiming of 65,000 SY of swales for additional drainage storage. Garden Acres Sanitary System ‐ Design Build Owner: City of Oakland Park, FL – $700,000, 2013 Reference: Harvey Rambarath, PE 954‐630‐4478 Role: Design‐Build Project Manager/ Construction Manager Provided all design, materials, equipment, and performed installation of 800 feet of 6‐ to 8‐inch DIP water main, 2,500 feet of 2‐inch HDPE sanitary force main, and a 1,700 foot 4‐ to 6‐inch PVC gravity sewer collection system. The sewer system was equipped with 12 grinder pumps and service connections for individual properties in the project area that connects to the City’s existing sewer system. As part of our scope, Ric‐Man was also responsible for the development of a cost‐effective method for providing power to grinder pumps, as well as a methodology for payment of electrical power costs. Weston Force Main and Drainage Improvements Owner: City Of Weston $4.3 million Reference: Bryan Williams 954‐448‐5828 Role: Senior Construction Manager Project mainly consisted in the installation of 8,000 feet of 16‐ inch DIP and 8,800 feet of up to 72-inch Pipe, including several culverts crossing main City thoroughfare roads, requiring lane shifting, road closures and many detours. This project required FDOT lane closure coordination P0173 Emergency Repair and Valve Replacement Owner: MDWASD – $380,000 Reference: Nelson Cespedes 305-607-0799 Role: Construction Manager Project consisted of the removal of inoperable 54- inch valves on Red Road and W 3rd Avenue. This included around the clock work and implementing significant MOT plans LUIS HERNANDEZ GENERAL SUPERINTENDENT EXPERIENCE Mr. Hernandez has over 29 years of experience in South Florida working for municipalities from Monroe County through Palm Beach County. He has successfully completed seven neighborhood improvement projects from 21,000 to 105,000 feet of water mains and sanitary sewers. Luis is also familiar with directional drilling, micro tunnel, pump stations, and aerial crossings. Mr. Hernandez is one of Ric‐Man International’s most esteemed employees for his commitment to excellence and willingness to do what’s necessary to perform his duties and please our clients. He has shown great zeal in handling several crews and projects simultaneously while maintaining the highest standards CERTIFICATIONS • Occupational Safety & Health Association – 10 Hour Training • Occupational Safety & Health Association – Competent Person Excavation & Trench as well as Permit Required Confined Space • OSHA 3015- Excavation, Trenching & Soil Mechanics • First Aid/CPR Certified PROJECT EXPERIENCE Project: 60-INCH Force Main (NL-1A) (West Segment) Along NW 162ND Street From NW 6th Ave to N.E. 8th Ave Owner: Miami Dade Water & Sewer- $19,314,785.95 Role: General Superintendent The scope of work includes, but is not limited to, the furnishing and installation of approximately 10,000 linear feet of 60- inch PCCP with T-Lock lining, including the corresponding fittings and valves; connection to existing 72-inch PCCP slip-lined with 63” HDPE force main at intersection of NW 159th Street and NW 6th Avenue and connection to a proposed 60-inch PCCP force main (being constructed by others under Contract No. S-944) at NE 161st St and NE 8th Ave and leaving a stub out for future connection at NW 162nd Street and NW 2nd Avenue; furnishing and installing Automatic Air Release Valves; furnishing and installing required 60-inch Flanged Plug valves; valve access manholes; access manholes; temporary pavement installation and removal; pavement restoration, surface and sodding restoration; tree relocations; pavement markings restoration; MOT and public outreach coordination Project: 60-Inch Force Main (NL-1A) Between the Intersections of NE 151 St & Biscayne Blvd and NE 163 ST & NE 8 Ave Owner: Miami Dade Water & Sewer- $25,527,995.49 Role: General Superintendent The scope of work includes, but is not limited to, the furnishing and installation of approximately 12,500 linear feet of 60-inch PCCP, including the corresponding fittings and valves; microtunnel installation at NE 151st Street and Biscayne Boulevard including two (2) 30-feet deep shafts, and approximately 600 linear feet of 84- inch steel casing and 60-inch PCCP; approximately 200 linear feet of 84-inch steel casing and 60-inch PCCP at FEC Right-of-Way; furnishing and installing one (1) 72-inch by 60-inch tapping saddle and one (1) 60-inch tapping valve required to make a tapping connection to an existing 72-inch force main at NE 151 Street east of Biscayne Boulevard; furnishing and installing six (6) Air Release Valves and fifteen (15) Automatic Air Release Valves; furnishing and installing six (6) 60-inch Flanged Plug valves; relocation of approximately 1,400 linear feet of 12-inch ductile iron water main including one(1) fire hydrant assembly; furnishing and installing approximately 270 linear feet of 16-inch force main; furnishing and installation of 28 access manholes; furnishing and installation of approximately 50 feet of 18-inch HDPE storm drainage pipe, approximately 50 feet of exfiltration trench and 2 storm inlets DB Services of 36- inch Diameter Sanitary Sewer FM Along NW 107th Ave Owner: Miami Dade Water & Sewer- $8,954,735.95 Role: General Superintendent The project consists of replacing the existing 24-inch force main on NW 107 Ave from south of NW 7 street to NW 25 street with a new 36-inch force main into the existing force main system in order to reduce system operating pressures and increase system capacity within the area. Project: Reclaimed Water Transmission Main Bid Package 2 Owner: Broward County WWS Reference: Role: General Superintendent The work included installation of 27,172 LF of new 24” reclaimed water pipes through open cut, fittings, valves, master meter, restoration of South Florida Water Management District (SFWMD) canal right-of-way, restoration of pavement, milling and restoration and all ancillary work required to complete the project. Located at the north end of NW 39th Avenue at the Hillsboro Canal and continues west within the SFWMD canal right-of- way and ends at the intersection of North University Drive and the Hillsboro Canal Reclaimed Water Transmission Main Owner: Broward County WWS Reference: Role: General Superintendent The Work included installation of 31,000 24” to 42” lf of new reclaimed water pipes through open cut and/or horizontal directional drilling, fittings, valves, master meter, restoration of pavement, milling and restoration, lining of existing pipe, and all ancillary work required to complete the project satisfactory to the County. Location extended from the North Regional Wastewater Treatment Plant along Powerline Road, SW 10th Street, Quiet Waters Park, Hillsboro Blvd, and NW 39th Avenue to Hillsboro Canal Miracle Mile/Giralda Ave Streetscape CMAR Owner: City of Coral Gables – $21 million (2016- 2018) Reference: Peter Iglesias Role: General Superintendent Construction of new curb, gutter, drainage, and other infrastructure assessment and improvements along both sides of the full length of Miracle Mile. Street improvements including paving, striping and signage. Street design included a restructuring of on-street parking from diagonal to parallel. Widening of existing sidewalks including ADA accessible ramps, expand sidewalk design, sidewalk elements and mid-block mini parks. Installation of ornamental lights and pedestrian lighting. New landscaping, tress, groundcover and irrigation FDOT SR 823/NW 57TH AVE/RED ROAD Owner: FDOT/MDWASD – $20,865,766.28 Reference: Nelson Cespedes 305-607-0799 Role: General Superintendent Project mainly consisted of the installation of 4,848 feet of 54-inch bar-pipe through Red Road, including crossing an existing 48-inch Forcemain (installed by us in 2004). As part of the work, we had to install the new main through the intersection of Opa-Locka Blvd/ NW138 St, and Red Road. Given our past performance with FDOT we were able to guarantee completing the crossing during a weekend. Despite some challenges, we were able to keep our promise. Traffic was restored by Sunday afternoon. Section 5 Project Installation of 48‐Inch PCCP Owner: MDWASD – $450,000 Reference: Nelson Cespedes (786‐552‐8142) Role: Superintendent This project was performed for Condotte/CAC/De Moya, J.V. and it was located on NW 72nd Avenue from NW 8th Street thru NW 12th Street. The project consisted of 48" PCCP including restrained pipe, fittings, closures and connections to existing 48" PCCP. The path of the pipe was on NW 72nd Ave a 6 lane road with extreme heavy traffic. Several businesses existed along the path requiring difficult coordination and access at all times. The worked involved; critical demolition of existing PCCP, removing sewage from existing pipe, sheeting and shoring, extensive de‐ watering, deep excavations, installation of access manholes and air releases, dealing with heavy traffic, working on weekends, nights and multiple crews. Difficult utility support and crossings. The project had tight time restraints due to existing lines requiring minimal shut down period. We succeeded in completing the Installation and connection within the scheduled time frame. Utility analysis Zone 113B Owner: Broward County WWSS - $28.115,925.52 Reference: Alan Garcia, PWD Director ‐ 954‐831‐ 0903 Role: General Superintendent The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8- 18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings. Emergency Repair of 54‐Inch PCCP Flagler Interceptor Owner: Miami‐Dade Water & Sewer Department - $951,180 Reference: Nelson Cespedes ‐ 786‐552‐8142 Role: Superintendent This project required the replacement of 1,180 54” PCCP in heavy traffic with extensive MOT, requiring sheeting and shoring, deep excavations, dewatering. Connecting to existing 54” PCCP with closures, also required air release valves, access manholes, pipe lining at joints, paving, concrete flat work, off duty police, bypass pumping in an urban environment. Replacement of 48" FM Project No. 9088 (Design/Build) Owner: Broward County WWSS - $4,418,669 Reference: Alan Garcia, PWD Director ‐ 954‐831‐ 0903 Role: Superintendent The Project was located in an Urban Area adjacent to Florida's turnpike. The project consisted of 48" force main relocation, requiring careful demolition of existing pipe, connections to existing FM, shoring and de‐watering, deep excavation, difficult access and coordination to Florida's Turnpike traffic. Support and exploration of main gas lines and other utilities. Restoration of road and property coordination to Florida’s Turnpike traffic. Support and exploration of main gas lines and other utilities. Restoration of road and property adjacent to residences. Project: DERM01‐WASD‐NLE‐WEST 54" PCCP Force Main Owner: Miami‐Dade Water & Sewer Department Reference: Nelson Cespedes ‐ 786‐ 552‐8142 Construction Cost: $6,649,092 ‐ 2005 (9,100 LF of 54"PCCP) Role: Superintendent Project consisted 54" PCCP near Opa‐Loka Airport, NW 57th Ave and Le‐ Jeune Rd. Construction required 54" Plug valves, fittings, access manholes, air releases, restrained pipe, interior lining, extensive de‐watering, deep excavations over 18- foot-deep, sheeting and shoring. We constructed open cut excavation of 30-foot canal, and also NW 57th avenue. Extensive coordination with airport personnel, DOT, including the blocking off South Florida Water management canal within their strict guidelines and safety protocols. Our crews worked thru the weekends and nights to minimize impacts to NW 57th Ave. The project also included the use and coordination of SBEs. Access to businesses, on ramps, and the airport was a daily necessity Project: Nautilus Neighborhood Improvements Owner: City of Miami Beach Reference: Aurelio Carmenates, P.E., Project Mgr. (305‐431‐2110) Construction Cost: $34.2 Mil ‐ 2010 Role: Superintendent Design‐build project consisted of water, drainage, and roadway infrastructure improvements to a neighborhood composed of 770 homes and 35 businesses. Water construction included installing 34,000 feet of 8‐ inch DIP main (connecting hundreds of homes in both the front and rear). Drainage construction included installing 17,000 feet of 18‐ to 54‐inch HDPE and RCP drainage mains; connecting over 250 structures and 6 pump stations. Roadway and landscape construction included 134,000 SY of roadwork, 6,000 SY of sidewalks & driveways, 24,000 SY of swale reconstruction, planting or relocating over 1,100 trees. Broadview Park BP 2 NIP Owner: Broward County WWSS - $17.2 million Reference: Pat Sweet, Project Manager ‐ 954‐931‐ 3732 Role: Superintendent Project consisted of sewer and drainage infrastructure improvements to a neighborhood of 760 homes. Sewer installation included 36,500 feet of 6‐ to 20‐inch PVC and DIP gravity sewer with 150 manholes, 3 sewer lift stations, and 14,500 feet of 6‐ to 12‐inch force main. Drainage installation included 16,700 feet of 15‐ to 24‐ inch RCP and HDPE pipe and 170 structures. The project required the full reconstruction of 100,000 SY of asphalt including two 1‐1/2-inch lifts. This design also included the reclaiming of 65,000 SY of swales for drainage storage. Broadview Park BP 1 NIP Owner: Broward County WWSS Construction $10.4 Mil ‐ 2010 Role: Superintendent Project consisted infrastructure improvement to a neighborhood of over 2,000 residences, 6 businesses, and a major road crossing. Water improvements consisted of installing 105,000 feet of 8‐ to 16‐ inch ductile iron water and transmission main, 135 new fire hydrants, and 28 insertion valves and blow‐off valves. Roadway improvements included the milling & resurfacing of 25,000 SY of road, the reconstruction of 22,000 SY of asphalt driveway & concrete sidewalk and 58,000 SY of swale, and the removal of 17 large trees. Town of Surfside Utility Upgrade Project Owner: Town of Surfside- -$18.3 million Reference: Randy Stokes, Project Manager ‐ 954‐ 494‐7497 Role: Superintendent Project consisted of water, drainage, and roadway infrastructure improvements to a neighborhood composed of 770 residences and 35 businesses. Water construction included installing 34,000 feet of new 8‐inch DIP (connecting hundreds of homes in both the front and rear) and abandoning 17,000 feet of existing water main. Drainage construction included installing 17,000 feet of 18‐ to 54‐inch HDPE and RCP; connecting over 250 structures and 6 pump stations. Roadway construction included 134,000 SY of roadwork, 6,000 SY of sidewalks & driveways, 2,500 feet of curb & gutter, 24,000 SY of swale reconstruction, planting or relocating over 1,100 trees. This project required major coordination with homeowners, businesses, two schools, a hospital, and public transportation to minimize our impact on residents and commerce. Belvedere Homes Infrastructure Imp. Ph. 2 Owner: Palm Beach County Utilities Dept. – $3.1 million Reference: Joseph Tanacredi, Project Mgr. ‐ 561‐ 493‐6088 Role: Superintendent Project consisted of potable water, sanitary sewer, stormwater drainage, and hardscape infrastructure improvements to a neighborhood of over 200 homes. Water improvements included the installation of 9,700 feet of 4‐ to 8‐inch DIP and PVC water main with over 100 services and 16 fire hydrants. Sewer improvements included installing of 8,800 feet of 4‐ to 6‐inch PVC vacuum sewer main with 127 valve pits and service laterals. Drainage improvements included the installation of 3,000 feet of 15‐ to 42‐inch RCP main up to 12 feet deep and 43 manholes and inlets. Hardscape improvements included over 20,000 square yards of roadwork, over 24,000 square yards of swale reconstruction, and 9,000 square yards of existing sidewalk and driveway replacement. Project: Flamingo Lummus Streetscape Improvements BP 10E Owner: City of Miami Beach - $4.4 million Reference: Thais Vieira, R.A., Capital Projects Coord. ‐ 305‐673‐7071 Role: Superintendent Project consisted of water, drainage, and roadway infrastructure improvements to a neighborhood composed of 1,600 residences and 65 businesses. Water construction included installing 4,600 feet of new 6‐ to 8‐inch DIP and abandoning 5,100 feet of existing water main. Drainage construction included installing 3,500 feet of 15‐ to 48‐inch HDPE and RCP connecting over 70 structures and gravity wells, as well as 900 feet of 3‐ by 5‐foot box culvert. Roadway construction included over 36,000 SY of roadwork, 4,500 SY of sidewalk, driveway and paver work, 9,500 feet of curb & gutter, 65,000 SY of swale reconstruction, planting or relocating over 200 trees; as well as signalization, decorative lighting, and installing 1,000 feet of FPL conduit. This project required major coordination with residents, a school, public transportation, restaurants, nightclubs, and other businesses to minimize our impact on residents and commerce. SW 6 & 7 Utilities Extension Project Area 3 Owner: City of Cape Coral- 9.7 million Reference: Paul Clingham, Utilities Director ‐ 239‐ 574‐0464 Role: Superintendent The project consisted of potable water, irrigation, sanitary sewer, stormwater drainage, and hardscape infrastructure improvements to a neighborhood composed of 844 homes and 2 bridges in Cape Coral, Florida. Potable water improvements included installing 39,800 feet of 6‐ to 8‐inch PVC water main with 438 services for 734 meters, 34 fire hydrants, and an aerial crossing. Irrigation improvements included installing 43,790 feet of reclaimed 4‐ to 16‐inch irrigation mains with 498 irrigation services for 844 meters, as well as a 4‐inch and a 16‐inch aerial crossing. Stormwater drainage improvements included installing, 5,200 feet of 15‐ to 36‐inch HDPE & PVC main, 400 feet of 12x18‐ to 24x38‐inch elliptical HDPE main, and 127 inlet structures. Sanitary sewer improvements included installing 41,100 feet of 8‐inch PVC gravity sewer mains up to 16‐feet deep including 98 manhole structures and 540 single and double services, 2 wastewater lift station, and 5,620 feet of 6‐inch PVC force main. Hardscape and landscape improvements included 100,000 square yards of roadway reconstruction and hardscape restoration, 95,000 square yards of swale reconstruction, and 11,700 square yards of driveways. JUDITH GOMEZ PROJECT MANAGER EXPERIENCE Mrs. Gomez has over 17 years of Vertical and Horizontal Construction. More recently she has been responsible for the coordination and construction of small and large diameter pipe in neighborhood improvement, streetscapes, lighting, signalization, and drainage. Her proactive and hands-on approach toward communicating with municipalities, agencies and clients has provided outstanding relationships with clients. EDUCATION • Westwood College- Advertising/Marketing 2010 • Ashworth Community College- Project Management Certification 2008 HIGHLIGHTS & CERTIFICATIONS • OSHA 10 Hour Training PROJECT EXPERIENCE Project: 60-INCH Force Main (NL-1A) (West Segment) Along NW 162ND Street From NW 6th Ave to N.E. 8th Ave Owner: Miami Dade Water & Sewer- $19,314,785.95 Role: General Superintendent The scope of work includes, but is not limited to, the furnishing and installation of approximately 10,000 linear feet of 60- inch PCCP with T-Lock lining, including the corresponding fittings and valves; connection to existing 72-inch PCCP slip-lined with 63” HDPE force main at intersection of NW 159th Street and NW 6th Avenue and connection to a proposed 60-inch PCCP force main (being constructed by others under Contract No. S-944) at NE 161st St and NE 8th Ave and leaving a stub out for future connection at NW 162nd Street and NW 2nd Avenue; furnishing and installing Automatic Air Release Valves; furnishing and installing required 60-inch Flanged Plug valves; valve access manholes; access manholes; temporary pavement installation and removal; pavement restoration, surface and sodding restoration; tree relocations; pavement markings restoration; MOT and public outreach coordination 60-Inch Force Main (NL-1A) Between the Intersections of NE 151 St & Biscayne Blvd and NE 163 ST & NE 8 Ave Owner: Miami Dade Water & Sewer Role: Project Manager The scope of work includes, but is not limited to, the furnishing and installation of approximately 12,500 linear feet of 60-inch PCCP, including the corresponding fittings and valves; microtunnel installation at NE 151st Street and Biscayne Boulevard including two (2) 30-feet deep shafts, and approximately 600 linear feet of 84-inch steel casing and 60-inch PCCP; approximately 200 linear feet of 84- inch steel casing and 60-inch PCCP at FEC Right-of-Way; furnishing and installing one (1) 72-inch by 60-inch tapping saddle and one (1) 60-inch tapping valve required to make a tapping connection to an existing 72-inch force main at NE 151 Street east of Biscayne Boulevard; furnishing and installing six (6) Air Release Valves and fifteen (15) Automatic Air Release Valves; furnishing and installing six (6) 60-inch Flanged Plug valves; relocation of approximately 1,400 linear feet of 12-inch ductile iron water main including one(1) fire hydrant assembly; furnishing and installing approximately 270 linear feet of 16-inch force main; furnishing and installation of 28 access manholes; furnishing and installation of approximately 50 feet of 18- inch HDPE storm drainage pipe, approximately 50 feet of exfiltration trench and 2 storm inlets Utility Analysis Zone 113B Owner: Broward County WWSS – $28,115,925.52 Reference: Alan Garcia, PWD Director ‐ 954‐831‐ 0903 Role: Project Manager The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8- 18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings Miracle Mile/Giralda Ave Streetscape CMAR Owner: City of Coral Gables - $21 million Reference: Peter Iglesias Role: Project Manager Construction of new curb, gutter, drainage, and other infrastructure assessment and improvements along both sides of the full length of Miracle Mile. Street improvements including paving, striping and signage. Street design included a restructuring of on-street parking from diagonal to parallel. Widening of existing sidewalks including ADA accessible ramps, expand sidewalk design, sidewalk elements and mid-block mini parks. Installation of ornamental lights and pedestrian lighting. New landscaping, tress, groundcover and irrigation South Miami Heights – Phase A D/B Owner: MDWASD – $17,953,664.33 Reference: Alexis Valdes 786-268-5322 Role: Project Manager Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,336 linear feet of 8-inch ductile iron water main pipe and fittings; 8,421 linear feet of 12-inch ductile iron water main pipe and fittings; 4,327 linear feet of 16-inch ductile iron water main pipe and fittings; and 5,550 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,368 water service conversions from rear to front South Miami Heights Phase B D/B Owner: Miami Dade water and sewer - $15.7 million Reference: Alexis Valdez 786-299-9008 Role: Project Manager Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,928 linear feet of 8-inch ductile iron water main pipe and fittings; 8,371 linear feet of 12-inch ductile iron water main pipe and fittings; 3,217 linear feet of 16-inch ductile iron water main pipe and fittings; and 500 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,022 water service conversions from rear to front. The project location for Phase A is the area bounded by S.W. 168 Street. to the north, S.W. 184 Street. to the south, S.W. 122 Avenue to the west, and S.W. 115 Avenue to the east RENE L. CASTILLO Senior Estimator EXPERIENCE Mr. Castillo, President, has 52 years of experience in overseeing the construction operations of a multi‐ million-dollar company. He oversees approximately $40 million worth of projects per year; these projects include the construction and design‐build of sanitary sewers, water mains, force mains, drainage, pump stations, directional drilling, aerial crossings, micro‐tunnels, and jack & bores. His work has included ten major neighborhood improvement projects with as many as 2,100 homes; including, streetscape, lighting, and signalization. Mr. Castillo has a love for the improvement of Florida’s infrastructure thereby reducing the impact to the environment and wildlife which he enjoys photographing. CERTIFICATIONS • Army Corps of Engineers – Contractor Quality Control Mgmt. • Work Zone Traffic Control – Intermediate Certification • Occupational Safety & Health Association – 10‐Hour Training PROJECT EXPERIENCE Section 5 Project Installation of 48‐Inch PCCP Owner: Miami‐Dade Water & Sewer Department - $450,000. Reference: George Aguiar (786‐229‐0859), Pedro Vigil (305‐ 205‐ 5152), Nelson Cespedes (786‐552‐8142), Larry Goodwin (786‐295‐ 3754) Role: Principal / Project Manager This project was performed for Condotte/CAC/DeMoya, J.V. and it was located on NW 72nd Avenue from NW 8th Street thru NW 12th Street. The project consisted of 48" PCCP including restrained pipe, fittings, closures and connections to existing 48" PCCP. The path of the pipe was on NW 72nd Ave a 6 lane road with extreme heavy traffic. Several businesses existed along the path requiring difficult coordination and access at all times. The worked involved; critical demolition of existing PCCP, removing sewage from existing pipe, sheeting and shoring, extensive de‐ watering, deep excavations, installation of access manholes and air releases, dealing with heavy traffic, working on weekends, nights and multiple crews. Difficult utility support and crossings. The project had tight time restraints due to existing lines requiring minimal shut down period. We succeeded in completing the Installation and connection within the scheduled time frame. DERM01‐WASD‐NLE‐WEST 54" PCCP Force Main Owner: Miami‐Dade Water & Sewer Department - $6,649,092 Reference: Nelson Cespedes ‐ 786‐552‐8142 Role: General Manager / Project Manager Project consisted 54" PCCP near Opa‐Loka Airport, NW 57th Ave and Le‐Jeune Rd. Construction required 54" Plug valves, fittings, access manholes, air releases, restrained pipe, interior lining, extensive de‐ watering, deep excavations over 18 foot deep, sheeting and shoring. We constructed open cut excavation of 30 foot canal, and also NW 57th avenue. Extensive coordination with airport personnel, DOT, including the blocking off South Florida Water Management canal within their strict guidelines and safety protocols. Our crews worked thru the weekends and nights to minimize impacts to NW 57th Ave. The project also included the use and coordination of SBEs. Access to businesses, on ramps, and the airport was a daily necessity. Oleta River 54" Emergency Repair Owner: Miami‐Dade Water & Sewer Department - $390,772 Reference: Rod Lovett ‐ 305‐254‐5871/305‐607‐1446 Role: General Manager / Project Manager This project is located on NE 163rd Street in North Miami Beach. The project was an emergency repair of a ruptured 54" PCCP requiring immediate response and construction. The construction required extensive MOT on a 7 lane DOT roadway, demolition of existing pipe, shoring, de‐watering, deep excavation, night and weekend work as well as multiple crews. The work was completed ahead of schedule. Replacement of 48" FM Project No. 9088 (Design/Build) Owner: Broward County WWSS - $4,418,669 Reference: Alan Garcia, PWD Director ‐ 954‐831‐0903 Role: General Manager/Project Manager The Project was located in an Urban Area adjacent to Florida's turnpike. The project consisted of 48" force main relocation, requiring careful demolition of existing pipe, connections to existing FM, shoring and de‐watering, deep excavation, difficult access and coordination to Florida's Turnpike traffic. Support and exploration of main gas lines and other utilities. Restoration of road and property adjacent to residences. NE 163rd Street Emergency Repair of 42‐Inch PCCP Owner: Miami‐Dade Water & Sewer Department - $848,027 Reference: Joe Armao ‐ 786‐586‐4198 Role: General Manager / Project Manager Project was an emergency repair of a failing 42" PCCP Force Main requiring replacement right to the Master Pump Station wet well. Extensive DOT MOT on NE 163rd St, demolition of existing PCCP pipe, sheeting and shoring, deep excavations, de‐ watering, extensive by‐pass pumping, use of link‐ seals, closures and pipe alignment to existing connection points. HAMILL ANDRADE QC COMPLIANCE/DOCMENT CONTROL EXPERIENCE Ms. Andrade has 19 years’ experience assisting in construction management and preparing bids for municipal projects. She supports the Project Managers with daily tasks, attending pre-bid meetings and pre- construction meetings. In addition to this, she is responsible for soliciting and acquiring quotes from subcontractors, ensuring that any and all disadvantaged and small business goals are met or exceeded, and that all documents are properly completed for the purpose of bidding on all projects. HIGHLIGHTS & CERTIFICATIONS • OSHA 10 Hour Training • Search Bid Advertisements • Project Buy Outs • Preparation of Purchase Orders • Preparation of Agreements • Preparation & Submittal of Shop Drawings • Coordinate Subcontractors • Coordinate Suppliers • Scheduling Subcontractors PROJECT EXPERIENCE SR 7 Water Main Replacement Owner: Broward County WWS Reference: Alan Garcia 954-831-0904 Role: Project Coordinator Project consisted of over 9,800 LF of water main replacement along SR7 from NW 5th Street to Peters Road. Approximately $1.6 million budget. Utility analysis Zone 113B Owner: Broward County WWSS – $28,115,925.52 Reference: Alan Garcia, PWD Director ‐ 954‐831‐0903 Construction Role: Project Coordinator The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8-18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings Flamingo BP 10E Neighborhood Improvements Owner: City of Miami Beach Reference: Thais Viera Role: Project Coordinator Design / Build Project consisted of the replacement of 5,100 LF of water main, 3,800 LF of drainage mains with over 109 drainage structures including 10 gravity wells. The project boundaries were from Washington Ave. to Meridian Avenue from 7th St. to 9th Street. This project required a major coordination effort with the restaurants, night clubs, other existing businesses, residents, school, and public transportation. Approximately $4.5 million project budget. Broadview Park BP 2 Neighborhood Improvements Owner: Broward County WWS Reference: Alan Garcia Role: Project Coordinator Project consists of approximately 36,000 LF of sewer with over 150 MAS, 15,000 LF of drainage mains including 170 structures, 3 lift stations, landscaping, streetscapes, road reconstruction and milling / resurfacing. Approximately $17 million budget. Town of Surfside infrastructure rehabilitation project Owner: Town of Surfside Role: Project Coordinator Project consist of infrastructure improvements to Town of Surfside including the replacement of approximately 31,000 LF of water main, 5,600 LF of RCP drainage conveyance pipe, 9 drainage wells, 58 drainage structures, 3 drainage pump stations, rehabilitation of 49,000 LF of sewer system and rehabilitation of 2 sewer pump stations. Approximately $16 million budget D/B Central Seacrest Corridor Utility Improvements Phase 2 Owner: City of Boynton Beach Reference: Joe Paterniti 561-751-6423 Construction Cost: $12.5 million ‐ 2019 Role: Project Coordinator The project includes but is not limited to potable water main replacements, reclaimed water main extensions, a force main and stormwater system upgrades, including landscape removal and relocation, exfiltration trench installations, pavement overlay and miscellaneous upgrades to driveway aprons and sidewalks. Springtree Water/Wastewater Treatment Plant Off-Site Drainage and Utilities Improvements Owner: City of Sunrise Reference: Tim Welch 954-888-6055 Construction Cost: $1,859,054.10-2019 Role: Project Coordinator Installation of new 8-inch potable water main connecting to the existing plant loop and extending along N.W. 44th Street east to the adjacent high school. Overall drainage improvements to the plant and neighboring golf course to the south that will include the filling of existing detention areas, a lake expansion, and the construction of a conveyance system between the two sites. WAYNE WILLIAMS ASPHALT SUPERINTENDENT EXPERIENCE Mr. Williams has over 30 years of roadway, infrastructure, and underground utility design experience. More recently he has been responsible for the coordination and construction of small and large diameter pipe in main thoroughfare roads, concrete flat work, lighting, signalization, and drainage. His proactive and hands-on approach toward communicating with municipalities, agencies and clients has provided outstanding relationships with clients. EDUCATION • OSHA- 10 Hour • OSHA- 30 Hour PROJECT EXPERIENCE Project: Reclaimed Water Transmission Main Bid Package 2 Owner: Broward County WWS Reference: Role: Asphalt Superintendent The work included installation of 27,172 LF of new 24” reclaimed water pipes through open cut, fittings, valves, master meter, restoration of South Florida Water Management District (SFWMD) canal right-of-way, restoration of pavement, milling and restoration and all ancillary work required to complete the project. Located at the north end of NW 39th Avenue at the Hillsboro Canal and continues west within the SFWMD canal right-of-way and ends at the intersection of North University Drive and the Hillsboro Canal Reclaimed Water Transmission Main Owner: Broward County WWS Reference: Role: Asphalt Superintendent The Work included installation of 31,000 24” to 42” lf of new reclaimed water pipes through open cut and/or horizontal directional drilling, fittings, valves, master meter, restoration of pavement, milling and restoration, lining of existing pipe, and all ancillary work required to complete the project satisfactory to the County. Location extended from the North Regional Wastewater Treatment Plant along Powerline Road, SW 10th Street, Quiet Waters Park, Hillsboro Blvd, and NW 39th Avenue to Hillsboro Canal. D/B Central Seacrest Corridor Utility Improvements Ph 2 Owner: City of Boynton Beach- $12.5 million Reference: Joe Paterniti 561-751-6423 Role: Project Manager City of Boynton Beach Project – Design Build Installation of over 30,000 LF of new 8” watermain and fire hydrants via Pipe Bursting Installation of 700+ new water service meters Construction of over 80,000 SY of drainage swales and new landscaping Installation of 5,000 LF of new 10” force-main including an intercoastal waterway crossing Partial roadway reconstruction of failing existing roadway 75,000 SY of existing roadway milling and resurfacing New sidewalk and driveway apron construction throughout the neighborhood D/B South Miami Heights Phase A Owner: MDWASD – $17,953,664.33 Role: Ashpalt Superintendent Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,336 linear feet of 8-inch ductile iron water main pipe and fittings; 8,421 linear feet of 12-inch ductile iron water main pipe and fittings; 4,327 linear feet of 16-inch ductile iron water main pipe and fittings; and 5,550 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,368 water service conversions from rear to front. Utility analysis Zone 113B Owner: Broward County WWSS – $28,115,925.52 Role: Asphalt Superintendent The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8- 18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings D/B South Miami Heights Ph B Owner: Miami Dade Water and Sewer - $15,732,076.54 Reference: Alexis Valdez 786-299-9008 Role: Asphalt Superintendent Installation of over 30,000 LF of new 8” watermain and fire hydrants via Pipe Bursting Installation of 700+ new water service meters Construction of over 80,000 SY of drainage swales and new landscaping Installation of 5,000 LF of new 10” force-main including an intercoastal waterway crossing Partial roadway reconstruction of failing existing roadway 75,000 SY of existing roadway milling and resurfacing New sidewalk and driveway apron construction throughout the neighborhood Springtree WWTP On-Site & Off-Site Drainage & Utilities Improvements Owner: City of Sunrise - $2.8 million Reference: Tim Welch 954-888-6055 Role: Asphalt Superintendent Installation of over 1,500 LF of Drainage pipe and structures up to 42” in Diameter. Installation of 2,500 LF of new 8” watermain and hydrants. Installation of 1,000 LF of new Reclaim water force- main ranging from 6” to 16” in Dia. Full pavement and roadway reconstruction. Lake expansion and outfall installation. GUADALUPE GUZMAN FOREMAN EXPERIENCE Mr. Guzman has over 26 years of roadway and underground infrastructure construction experience since 1997, with up to 72 -inch pipelines. In South Florida, he has installed water, sanitary sewer, and stormwater drainage utilities for municipalities from Miami Dade County and has been instrumental in the successful completion of over ten neighborhood improvement projects. Mr. Guzman is also experienced in directional drilling, pump station installation, and aerial crossings. EDUCATION OSHA 3015 Excavation, Trenching and Soil Mechanics OSHA 10 Hour Training PROJECT EXPERIENCE Project: 60-INCH Force Main (NL-1A) (West Segment) Along NW 162ND Street From NW 6th Ave to N.E. 8th Ave Owner: Miami Dade Water & Sewer- $19,314,785.95 Role: General Superintendent The scope of work includes, but is not limited to, the furnishing and installation of approximately 10,000 linear feet of 60- inch PCCP with T-Lock lining, including the corresponding fittings and valves; connection to existing 72-inch PCCP slip-lined with 63” HDPE force main at intersection of NW 159th Street and NW 6th Avenue and connection to a proposed 60-inch PCCP force main (being constructed by others under Contract No. S-944) at NE 161st St and NE 8th Ave and leaving a stub out for future connection at NW 162nd Street and NW 2nd Avenue; furnishing and installing Automatic Air Release Valves; furnishing and installing required 60-inch Flanged Plug valves; valve access manholes; access manholes; temporary pavement installation and removal; pavement restoration, surface and sodding restoration; tree relocations; pavement markings restoration; MOT and public outreach coordination Project: 60-Inch Force Main (NL-1A) Between the Intersections of NE 151 St & Biscayne Blvd and NE 163 ST & NE 8 Ave Owner: Miami Dade Water & Sewer- $25,527,995.49 Role: General Superintendent The scope of work includes, but is not limited to, the furnishing and installation of approximately 12,500 linear feet of 60-inch PCCP, including the corresponding fittings and valves; microtunnel installation at NE 151st Street and Biscayne Boulevard including two (2) 30-feet deep shafts, and approximately 600 linear feet of 84- inch steel casing and 60-inch PCCP; approximately 200 linear feet of 84-inch steel casing and 60-inch PCCP at FEC Right-of-Way; furnishing and installing one (1) 72-inch by 60-inch tapping saddle and one (1) 60-inch tapping valve required to make a tapping connection to an existing 72-inch force main at NE 151 Street east of Biscayne Boulevard; furnishing and installing six (6) Air Release Valves and fifteen (15) Automatic Air Release Valves; furnishing and installing six (6) 60-inch Flanged Plug valves; relocation of approximately 1,400 linear feet of 12-inch ductile iron water main including one(1) fire hydrant assembly; furnishing and installing approximately 270 linear feet of 16-inch force main; furnishing and installation of 28 access manholes; furnishing and installation of approximately 50 feet of 18-inch HDPE storm drainage pipe, approximately 50 feet of exfiltration trench and 2 storm inlets Project: Reclaimed Water Transmission Main Bid Package 2 Owner: Broward County WWS Reference: Role: Foreman The work included installation of 27,172 LF of new 24” reclaimed water pipes through open cut, fittings, valves, master meter, restoration of South Florida Water Management District (SFWMD) canal right-of-way, restoration of pavement, milling and restoration and all ancillary work required to complete the project. Located at the north end of NW 39th Avenue at the Hillsboro Canal and continues west within the SFWMD canal right-of- way and ends at the intersection of North University Drive and the Hillsboro Canal Utility analysis Zone 113B Owner: Broward County WWSS – 28.1 million Reference: Alan Garcia, PWD Director ‐ 954‐831‐0903 Role: Foreman The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8-18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings Springtree WWTP On-Site & Off-Site Drainage & Utilities Improvements Owner: City of Sunrise - $2.8 million Reference: Tim Welch 954-888-6055 Role: Foreman Installation of over 1,500 LF of Drainage pipe and structures up to 42” in Dia. Installation of 2,500 LF of new 8” watermain and hydrants Installation of 1,000 LF of new Reclaim water force-main ranging from 6” to 16” in Dia. Full pavement and roadway reconstruction Lake expansion and outfall installation Safe disposal of over 1,600 CY of contaminated soil Completed 3 months ahead of schedule. D/B Neighborhood No. 8: Central Bayshore South Right-of-Way Infrastructure Improvements Owner: City of Miami Beach - $18 million Role: Foreman Installation of over 10,000 ft of DIP WM Installation of 20,000 ft of new storm water system, including pumping stations and outfalls pavement restoration and traffic mediation systems Project: Miracle Mile/Giralda Ave Streetscape CMAR Owner: City of Coral Gables Reference: Peter IglesiasConstruction Cost: $21 million (2016-2018) Role: Foreman Construction of new curb, gutter, drainage, and other infrastructure assessment and improvements along both sides of the full length of Miracle Mile. Street improvements including paving, striping and signage. Street design included a restructuring of on- street parking from diagonal to parallel. Widening of existing sidewalks including ADA accessible ramps, expand sidewalk design, sidewalk elements and mid- block mini parks. Installation of ornamental lights and pedestrian lighting. New landscaping, tress, groundcover and irrigation. DERM01‐WASD‐NLE‐WEST 54" PCCP Force Main Owner: Miami‐Dade Water & Sewer Department Reference: Nelson Cespedes ‐ 786‐552‐8142 Construction Cost: $6,649,092 ‐ 2005 (9,100 LF of 54"PCCP) Role: Foreman Project consisted 54" PCCP near Opa‐Loka Airport, NW 57th Ave and Le‐Jeune Rd. Construction required 54" Plug valves, fittings, access manholes, air releases, restrained pipe, interior lining, extensive de‐ watering, deep excavations over 18-foot-deep, sheeting and shoring. We constructed open cut excavation of 30-foot canal, and NW 57th avenue. Extensive coordination with airport personnel, DOT, including the blocking off South Florida Water Management canal within their strict Weston Force Main and Drainage Improvements Owner: City Of Weston ‐ $4.3 million, 2015 Reference: Bryan Williams 954‐448‐5828 Role: Foreman Project mainly consisted in the installation of 8,000 feet of 16‐inch DIP and 8,800 feet of up to 72" Pipe, including several culvert crossing main City thoroughfare roads, requiring lane shifting, road closures and many detours. Sunset Islands 3 and 4 Owner: City of Miami Beach - $10.9 million, 2017 Reference: Mina Samadi Role: Foreman Project consisted of design, construction management associated with the work related to earthwork, pavement reconstruction, overhead utility undergrounding, sidewalk construction, water main improvements, storm drainage infrastructure installation, sewer main and structure lining, new conduits, conductors and service point for the existing street lights and streetscape/planting improvements. Monceaux Road Group I Drainage and Utility Improvements Project Owner: City of West Palm Beach $3.3 million Reference: Tracy Ward 561-494-1103 Role: Asst. Super. Storm water System improvements consisted of removal and replacement of the existing storm water system infrastructure; including storm inlets, manholes, exfiltration trenches, and other miscellaneous appurtenances. Responsible for all sheeting and shoring, dewatering and all b y-pass pumping of the storm sewer system. Water main improvements consisted of grouting of the existing water main system (including removal of the water services/meter boxes and fire hydrants) and replacement with a new 8" DIP class 52 , cement lined water main system (Including water services, valves and fire hydrants). Temporary 2" water mains and for all by-pass piping of the water main system . Sanitary sewer improvements consisted of removal aon replace existing sanitary sewer Infrastructure including manholes, laterals and cleanouts with 8" and 18" PVC SDR 26 sewer mains, concrete manholes, and 6" PVC laterals with cleanouts. Roadway construction consisted of removal and replacement of existing roadway, sidewalks, curbs, and driveways within the right-of-way. MOT and access to all properties at all times. Traffic signage and pavement markings conforming to city and FDOT standards Twin Lakes South NIP – Broward County W&W Division Foreman – $4.2 million, 2014 Project consisted of sanitary sewer, stormwater drainage, and roadway infrastructure improvements to a neighborhood of 300 homes. Sanitary construction included installing 3,500 feet of 6-inch DIP force main and 11,500 feet of 8- to 10-inch PVC gravity sewer, 49 manholes up to 19-feet deep, and 1 pump station. Stormwater drainage construction included installing 8,000 feet of 15- to 30-inch RCP drainage, including French drain, and 66 drainage manholes. Roadway improvements included the reconstruction and final paving of 36,000 SY of road, construction of over 20,000 SY of driveway & sidewalk and 2,200 feet of curb & gutter, and the planting or relocating over 250 trees. Northeast 38th Street Reconstruction Owner: City of Oakland Park – $3.4 million Contact: Ronald Desburnes, P.E. Role: Foreman As part of a FDOT funded project (LAP), Ric-Man performed drainage, sewer, and roadway infrastructure improvements to the City of Oakland Park’s Northeast 38th St. from Northeast 11th Ave. to North Andrews Ave. Drainage construction included the installation of 1,614 feet of 18- to 48-inch RCP and 60 drainage structures. Utility construction included the demolition or abandonment of existing sanitary utilities and the installation of 450 feet of 6- to 10-inch PVC sewer main, 11 laterals, and 4 manholes; as well as 12,500 feet of telecom and electrical conduit. Roadway and landscape improvements included 17,800 square yards of road construction, 8,750 square yards of sidewalk & driveway construction, 1,300 square yards of decorative paver work, the planting or relocating of over 80 trees, as well as new landscape plantings and new irrigation. Garden Acres Sanitary System ‐ Design Build Owner: City of Oakland Park, FL – $700,000, 2013 Reference: Harvey Rambarath, PE 954‐630‐4478 Role: Foreman Provided all design, materials, equipment, and performed installation of 800 feet of 6‐ to 8‐inch DIP water main, 2,500 feet of 2‐inch HDPE sanitary force main, and a 1,700 foot 4‐ to 6‐inch PVC gravity sewer collection system. The sewer system was equipped with 12 grinder pumps and service connections for individual properties in the project area that connects to the City’s existing sewer system. As part of our scope, Ric‐Man was also responsible for the development of a cost‐effective method for providing power to grinder pumps, as well as a methodology for payment of electrical power costs Belvedere Homes, Phase 2 Owner: Palm Beach County, FL Role: Foreman – $2.7 million, 2014 Project consisted of extensive sewer, drainage, and water infrastructure improvements through a neighborhood of over 200 homes, as well as over 6,000 square yards of road and sidewalk reconstruction and over 21,000 square yards of landscaping. Sewer construction included the installation of 7,700 feet of 4- to 6-inch PVC vacuum sewer pipe with over 110 valve pits and service laterals. Drainage construction included the installation of 3,000 feet of 15- to 42-inch RCP drainage pipe with over 40 drainage structures. Water construction included the installation of 8,400 feet of DIP and PVC water main with over 200 services. Infrastructure Rehabilitation Project Owner: Town of Surfside Role: Foreman – $18.3 million, 2013 The project consisted of water, drainage, and sewer infrastructure improvements to The Town, as well as the restoring 167,000 square yards of road, 33,000 square yards of swale, 4,400 square yards of sidewalk & driveways, and 34,600 feet of curb & gutter. Water construction included replacing a 31,500-foot water main system consisting of 4- to 8-inch DIP and PVC pipe with 950 services; as well as relocating the existing water meters of over 1,600 homes from their rear easements to the front of the homes – work which required daily coordination between Ric-Man and Town representatives & residents. Drainage construction consisted of installing 5,500 feet of 10- to 36-inch DIP and RCP pipe, 47 structures, 9 wells, and 3 pump stations. Sewer construction consisted of rehabilitating a 49,500-foot sewer system consisting of 8- to 15-inch CIP pipe, over 2,000 laterals, 166 structures, and 2 pump stations; as well as point- repairing 5,800 feet of the existing sewer main and installing 2,500 feet of new 12-inch PVC force main Flamingo-Lummus BP-10E Streetscape Owner: City of Miami Beach, FL Role: Foreman – $4.4 million, 2011 Design-build project consisted of water, drainage, and roadway infrastructure improvements to a neighborhood of 1,600 residences and 65 businesses. Water construction included installing 4,600 LF of 6- to 8-inch DIP and abandoning 5,100 LF of existing water main. Drainage construction included installing 3,500 LF of 15- to 48-inch HDPE and RCP connecting over 70 structures and gravity wells, as well as 900 LF of 3x5-foot box culvert. Roadway and landscape construction included over 36,000 SY of roadwork, 4,500 SY of sidewalk, driveway & paver work, 9,500 LF of curb & gutter, 65,000 SY of swale reconstruction, planting or relocating over 200 trees; as well as signalization, decorative lighting, and installing 1,000 LF of FPL conduit. This project required major coordination with residents, a school, public transportation, restaurants, nightclubs, and other businesses to minimize our impact on residents, tourists, and commerce. Prairie Avenue, Phase II Owner: City of Miami Beach, FL Role: Foreman Project consisted of drainage roadway, landscaping, and hardscape improvements including coordination with the Public Works Department, Miami Beach High School, and the Prairie Avenue Neighborhood Associations Poinsettia Ave & 33rd Street Owner: City of West Palm Beach Role: Foreman Project with proposed improvements including, but not limited to, curb & gutter improvements and storm water improvements of 36- to 72-inch pipelines EDI CATUERA FOREMAN EXPERIENCE Mr. Catuera has 19 years of construction management experience since 2004. In Southeast Florida, he has worked with municipalities from Miami‐Dade to Palm Beach County and has been instrumental in the completion of major infrastructure improvement and neighborhood improvement projects. His responsibilities include coordinating construction activities with outside agencies, reviewing contractual requirements to meet client’s expectations, coordination of maintenance of traffic throughout construction phases, conducting field inspections of water and drainage systems, documenting field change to the design, assisting in processing and obtaining permits, reviewing and updating construction project schedule, and working closely with Public Information Officers in disseminating the project schedule to residents and businesses EDUCATION OSHA 3015 Excavation, Trenching and Soil Mechanics OSHA 10 Hour Training PROJECT EXPERIENCE Reclaimed Water Transmission Main Bid Package 1 Owner: Broward County WWS – $23 million Reference: Alan Garcia, PW Director ‐ 954‐831‐0903 Role: Superintendent The Work included installation of 31,000 24” to 42” LF of new reclaimed water pipes through open cut and/or horizontal directional drilling, fittings, valves, master meter, restoration of pavement, milling and restoration, lining of existing pipe, and all ancillary work required to complete the project satisfactory to the County. Location extended from the North Regional Wastewater Treatment Plant along Powerline Road, SW 10th Street, Quiet Waters Park, Hillsboro Blvd, and NW 39th Avenue to Hillsboro Canal. Utility Analysis Zone 113B Owner: Broward County WWSS – 28.4 million Reference: Alan Garcia, PWD Director ‐ 954‐831‐0903 Role: Foreman The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8-18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings South Miami Heights Phase A D/B Owner: Miami Dade water and sewer - $17.9 million Reference: Alexis Valdez 786-299-9008 Role: Foreman Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,336 linear feet of 8-inch ductile iron water main pipe and fittings; 8,421 linear feet of 12-inch ductile iron water main pipe and fittings; 4,327 linear feet of 16-inch ductile iron water main pipe and fittings; and 5,550 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,368 water service conversions from rear to front. The project location for Phase A is the area bounded by S.W. 168 Street. to the north, S.W. 184 Street. to the south, S.W. 122 Avenue to the west, and S.W. 115 Avenue to the east. South Miami Heights Phase B D/B Owner: Miami Dade water and sewer- $15.7 million Reference: Alexis Valdez 786-299-9008 Role: Foreman The Project consists of the replacement of the existing undersized and deteriorated water mains and existing main loop closures in order to improve system pressure and provide fire flow protection, and for water service conversions (transfer of services from the rear to the front of properties and replacement of certain existing old services in front of properties to meet new standards) in the South Miami Heights Area Phase B of unincorporated Miami-Dade County, Florida. The Project location for Phase Bis the area bounded by S.W. 184 Project: Miracle Mile/Giralda Ave Streetscape CMAR Owner: City of Coral Gables Reference: Peter Iglesias Construction Cost: $21 million (2016-2018) Role: Assistant Superintendent Construction of new curb, gutter, drainage, and other infrastructure assessment and improvements along both sides of the full length of Miracle Mile. Street improvements including paving, striping and signage. Street design included a restructuring of on-street parking from diagonal to parallel. Widening of existing sidewalks including ADA accessible ramps, expand sidewalk design, sidewalk elements and mid-block mini parks. Installation of ornamental lights and pedestrian lighting. New landscaping, tress, groundcover and irrigation DERM01‐WASD‐NLE‐WEST 54" PCCP Force Main Owner: Miami‐Dade Water & Sewer Department Reference: Nelson Cespedes ‐ 786‐552‐8142 Construction Cost: $6,649,092 ‐ 2005 (9,100 LF of 54"PCCP) Role: Foreman Project consisted 54" PCCP near Opa‐Loka Airport, NW 57th Ave and Le‐Jeune Rd. Construction required 54" Plug valves, fittings, access manholes, air releases, restrained pipe, interior lining, extensive de‐ watering, deep excavations over 18-foot-deep, sheeting and shoring. We constructed open cut excavation of 30-foot canal, and also NW 57th avenue. Extensive coordination with airport personnel, DOT, including the blocking off South Florida Water Management canal within their strict guidelines and safety protocols. Our crews worked thru the weekends and nights to minimize impacts to NW 57th Ave. The project also included the use and coordination of SBEs. Access to businesses, on ramps, and the airport was a daily necessity FDOT SR 823/NW 57TH AVE/RED ROAD Owner: FDOT/MDWASD – $20,865,766.28 Reference: Nelson Cespedes 305-607-0799 Role: Foreman Project mainly consisted of the installation of 4,848 feet of 54-inch bar-pipe through Red Road, including crossing an existing 48-inch Forcemain (installed by us in 2004). As part of the work, we had to install the new main through the intersection of Opa-Locka Blvd/ NW138 St, and Red Road. Given our past performance with FDOT we were able to guarantee completing the crossing during a weekend. Despite some challenges, we were able to keep our promise. Traffic was restored by Sunday afternoon Weston Force Main and Drainage Improvements Owner: City Of Weston ‐ $4.3 million, 2015 Reference: Bryan Williams 954‐448‐5828 Role: Foreman Project mainly consisted in the installation of 8,000 feet of 16‐inch DIP and 8,800 feet of up to 72" Pipe, including several culvert crossing main City thoroughfare roads, requiring lane shifting, road closures and many detours. Northeast 38th Street Reconstruction Owner: City of Oakland Park – $3.4 million Contact: Ronald Desburnes, P.E. Role: Foreman As part of a FDOT funded project (LAP), Ric-Man performed drainage, sewer, and roadway infrastructure improvements to the City of Oakland Park’s Northeast 38th St. from Northeast 11th Ave. to North Andrews Ave. Drainage construction included the installation of 1,614 feet of 18- to 48- inch RCP and 60 drainage structures. Utility construction included the demolition or abandonment of existing sanitary utilities and the installation of 450 feet of 6- to 10-inch PVC sewer main, 11 laterals, and 4 manholes; as well as 12,500 feet of telecom and electrical conduit. Roadway and landscape improvements included 17,800 square yards of road construction, 8,750 square yards of sidewalk & driveway construction, 1,300 square yards of decorative paver work, the planting or relocating of over 80 trees, as well as new landscape plantings and new irrigation. Sunset Islands 3 and 4 Owner: City of Miami Beach - $10.9 million, 2017 Reference: Mina Samadi Role: Foreman Project consisted of design, construction management associated with the work related to earthwork, pavement reconstruction, overhead utility undergrounding, sidewalk construction, water main improvements, storm drainage infrastructure installation, sewer main and structure lining, new conduits, conductors and service point for the existing street lights and streetscape/planting improvements Golf Village Water Main Improvements Owner: City of Sunrise Reference: Guarionex De Los Santos (954) 572- 2274 Role: Foreman Project consisted of the replacement of aging potable water mains with new 6" (approx. 41,000lf) and 8" (approx. 3,700 lf) DIP water mains, valves, hydrants and services in the area described above, along with the abandonment of the existing water distribution system and appurtenances, site restoration and roadway milling and overlay Twin Lakes South NIP – Broward County W&W Division Foreman – $4.2 million, 2014 Project consisted of sanitary sewer, stormwater drainage, and roadway infrastructure improvements to a neighborhood of 300 homes. Sanitary construction included installing 3,500 feet of 6-inch DIP force main and 11,500 feet of 8- to 10-inch PVC gravity sewer, 49 manholes up to 19-feet deep, and 1 pump station. Stormwater drainage construction included installing 8,000 feet of 15- to 30-inch RCP drainage, including French drain, and 66 drainage manholes. Roadway improvements included the reconstruction and final paving of 36,000 SY of road, construction of over 20,000 SY of driveway & sidewalk and 2,200 feet of curb & gutter, and the planting or relocating over 250 trees. D/B Neighborhood No. 8: Central Bayshore South Right-of-Way Infrastructure Improvements Owner: City of Miami Beach - $18 million Role: Project Manager Installation of over 10,000 ft of DIP WM Installation of 20,000 ft of new storm water system, including pumping stations and outfalls Pavement restoration and traffic mediation systems. JOSEPH MENDOZA FOREMAN EXPERIENCE Mr. Mendoza has 23 years, since 2000, of construction management experience since 2000. In Southeast Florida, he has worked with municipalities from Miami‐Dade to Palm Beach County and has been instrumental in the completion of major infrastructure improvement and neighborhood improvement projects. His responsibilities include coordinating construction activities with outside agencies, reviewing contractual requirements to meet client’s expectations, coordination of maintenance of traffic throughout construction phases, conducting field inspections of water and drainage systems, documenting field change to the design, assisting in processing and obtaining permits, reviewing and updating construction project schedule, and working closely with Public Information Officers in disseminating the project schedule to residents and businesses EDUCATION OSHA 3015 Excavation, Trenching and Soil Mechanics OSHA 10 Hour Training PROJECT EXPERIENCE Utility analysis Zone 113B Owner: Broward County WWSS – 28.1 million Reference: Alan Garcia, PWD Director ‐ 954‐831‐0903 Role: Foreman The project consisted of the furnishing of all labor, materials, equipment, services and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation (38,100 LF of 8-18” PVC), water systems installation (59,820 LF of DIP 6-16”) (940 LF of 6-12” HDD) (440 services), roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings. South Miami Heights Phase A D/B Owner: Miami Dade water and sewer - $17.9 million Reference: Alexis Valdez 786-299-9008 Role: Foreman Scope of work included the surveying, geotechnical investigations, locating existing utilities, engineering and design work, technical specifications, permitting and construction of approximately 63,336 linear feet of 8-inch ductile iron water main pipe and fittings; 8,421 linear feet of 12-inch ductile iron water main pipe and fittings; 4,327 linear feet of 16-inch ductile iron water main pipe and fittings; and 5,550 linear feet of 6-inch ductile iron water main pipe and fittings. As well as fire hydrant assemblies, approximately 664 dual water services and approximately 40 single water services with approximately 1,368 water service conversions from rear to front. The project location for Phase A is the area bounded by S.W. 168 Street. to the north, S.W. 184 Street. to the south, S.W. 122 Avenue to the west, and S.W. 115 Avenue to the east. South Miami Heights Phase B D/B Owner: Miami Dade water and sewer- $15.7 million Reference: Alexis Valdez 786-299-9008 Role: Foreman The Project consists of the replacement of the existing undersized and deteriorated water mains and existing main loop closures in order to improve system pressure and provide fire flow protection, and for water service conversions (transfer of services from the rear to the front of properties and replacement of certain existing old services in front of properties to meet new standards) in the South Miami Heights Area Phase B of unincorporated Miami-Dade County, Florida. The Project location for Phase Bis the area bounded by S.W. 184 Project: Miracle Mile/Giralda Ave Streetscape CMAR Owner: City of Coral Gables Reference: Peter Iglesias Construction Cost: $21 million (2016-2018) Role: Foreman Construction of new curb, gutter, drainage, and other infrastructure assessment and improvements along both sides of the full length of Miracle Mile. Street improvements including paving, striping and signage. Street design included a restructuring of on- street parking from diagonal to parallel. Widening of existing sidewalks including ADA accessible ramps, expand sidewalk design, sidewalk elements and mid- block mini parks. Installation of ornamental lights and pedestrian lighting. New landscaping, tress, groundcover and irrigation DERM01‐WASD‐NLE‐WEST 54" PCCP Force Main Owner: Miami‐Dade Water & Sewer Department Reference: Nelson Cespedes ‐ 786‐552‐8142 Construction Cost: $6,649,092 ‐ 2005 (9,100 LF of 54"PCCP) Role: Foreman Project consisted 54" PCCP near Opa‐Loka Airport, NW 57th Ave and Le‐Jeune Rd. Construction required 54" Plug valves, fittings, access manholes, air releases, restrained pipe, interior lining, extensive de‐ watering, deep excavations over 18-foot-deep, sheeting and shoring. We constructed open cut excavation of 30-foot canal, and also NW 57th avenue. Extensive coordination with airport personnel, DOT, including the blocking off South Florida Water Management canal within their strict guidelines and safety protocols. Our crews worked thru the weekends and nights to minimize impacts to NW 57th Ave. The project also included the use and coordination of SBEs. Access to businesses, on ramps, and the airport was a daily necessity Weston Force Main and Drainage Improvements Owner: City Of Weston ‐ $4.3 million, 2015 Reference: Bryan Williams 954‐448‐5828 Role: Foreman Project mainly consisted in the installation of 8,000 feet of 16‐inch DIP and 8,800 feet of up to 72" Pipe, including several culvert crossing main City thoroughfare roads, requiring lane shifting, road closures and many detours. Northeast 38th Street Reconstruction Owner: City of Oakland Park – $3.4 million Contact: Ronald Desburnes, P.E. Role: Foreman As part of a FDOT funded project (LAP), Ric-Man performed drainage, sewer, and roadway infrastructure improvements to the City of Oakland Park’s Northeast 38th St. from Northeast 11th Ave. to North Andrews Ave. Drainage construction included the installation of 1,614 feet of 18- to 48-inch RCP and 60 drainage structures. Utility construction included the demolition or abandonment of existing sanitary utilities and the installation of 450 feet of 6- to 10-inch PVC sewer main, 11 laterals, and 4 manholes; as well as 12,500 feet of telecom and electrical conduit. Roadway and landscape improvements included 17,800 square yards of road construction, 8,750 square yards of sidewalk & driveway construction, 1,300 square yards of decorative paver work, the planting or relocating of over 80 trees, as well as new landscape plantings and new irrigation. Sunset Islands 3 and 4 Owner: City of Miami Beach - $10.9 million, 2017 Reference: Mina Samadi Role: Foreman Project consisted of design, construction management associated with the work related to earthwork, pavement reconstruction, overhead utility undergrounding, sidewalk construction, water main improvements, storm drainage infrastructure installation, sewer main and structure lining, new conduits, conductors and service point for the existing street lights and streetscape/planting improvements. Golf Village Water Main Improvements Owner: City of Sunrise Reference: Guarionex De Los Santos (954) 572-2274 Role: Foreman Project consisted of the replacement of aging potable water mains with new 6" (approx. 41,000lf) and 8" (approx. 3,700 lf) DIP water mains, valves, hydrants and services in the area described above, along with the abandonment of the existing water distribution system and appurtenances, site restoration and roadway milling and overlay Twin Lakes South NIP – Owner: Broward County W&W Division Role: Foreman – $4.2 million, 2014 Project consisted of sanitary sewer, stormwater drainage, and roadway infrastructure improvements to a neighborhood of 300 homes. Sanitary construction included installing 3,500 feet of 6-inch DIP force main and 11,500 feet of 8- to 10-inch PVC gravity sewer, 49 manholes up to 19-feet deep, and 1 pump station. Stormwater drainage construction included installing 8,000 feet of 15- to 30-inch RCP drainage, including French drain, and 66 drainage manholes. Roadway improvements included the reconstruction and final paving of 36,000 SY of road, construction of over 20,000 SY of driveway & sidewalk and 2,200 feet of curb & gutter, and the planting or relocating over 250 trees. D/B Neighborhood No. 8: Central Bayshore South Right-of-Way Infrastructure Improvements Owner: City of Miami Beach - $18 million Role: Foreman Installation of over 10,000 ft of DIP WM Installation of 20,000 ft of new storm water system, including pumping stations and outfalls Pavement restoration and traffic mediation systems. Garden Acres Sanitary System ‐ Design Build Owner: City of Oakland Park, FL – $700,000, 2013 Reference: Harvey Rambarath, PE 954‐630‐4478 Role: Design‐Build Project Manager/ Construction Manager Provided all design, materials, equipment, and performed installation of 800 feet of 6‐ to 8‐inch DIP water main, 2,500 feet of 2‐inch HDPE sanitary force main, and a 1,700 foot 4‐ to 6‐inch PVC gravity sewer collection system. The sewer system was equipped with 12 grinder pumps and service connections for individual properties in the project area that connects to the City’s existing sewer system. As part of our scope, Ric‐Man was also responsible for the development of a cost‐effective method for providing power to grinder pumps, as well as a methodology for payment of electrical power costs SW 6 & 7 Utilities Extension Project Area 3 Owner: City of Cape Coral- 9.7 million Reference: Paul Clingham, Utilities Director ‐ 239‐ 574‐0464 Role: Superintendent The project consisted of potable water, irrigation, sanitary sewer, stormwater drainage, and hardscape infrastructure improvements to a neighborhood composed of 844 homes and 2 bridges in Cape Coral, Florida. Potable water improvements included installing 39,800 feet of 6‐ to 8‐inch PVC water main with 438 services for 734 meters, 34 fire hydrants, and an aerial crossing. Irrigation improvements included installing 43,790 feet of reclaimed 4‐ to 16‐inch irrigation mains with 498 irrigation services for 844 meters, as well as a 4‐inch and a 16‐inch aerial crossing. Stormwater drainage improvements included installing, 5,200 feet of 15‐ to 36‐inch HDPE & PVC main, 400 feet of 12x18‐ to 24x38‐inch elliptical HDPE main, and 127 inlet structures. Sanitary sewer improvements included installing 41,100 feet of 8‐ inch PVC gravity sewer mains up to 16‐feet deep including 98 manhole structures and 540 single and double services, 2 wastewater lift station, and 5,620 feet of 6‐inch PVC force main. Hardscape and landscape improvements included 100,000 square yards of roadway reconstruction and hardscape restoration, 95,000 square yards of swale reconstruction, and 11,700 square yards of driveways. Three Parkway, Suite 1500, Philadelphia, PA 19102 October 3, 2023 Re: Ric-Man International, Inc. Surety Bond Program To Whom It May Concern: Ric-Man International, Inc. is a highly regarded and valued client of Arch Insurance Company. Accordingly, we would anticipate no difficulty in providing the required Performance and Payment bonds should Ric-Man International, Inc. be awarded the captioned contract. At the present time, Arch Insurance Company provides a $125,000,000 single project and $250,000,000 aggregate surety program to Ric-Man International, Inc. Arch Insurance Company is a Treasury Listed Surety (Department Circular 570) and is registered, licensed and admitted in all fifty States with an AM Best Rating of A+, XV. Naturally, the execution of any final bonds would be subject to, but not necessarily limited to receipt and favorable review of all contract terms and conditions, bond forms, confirmation of project financing and all current underwriting information needed at the time of the request for bonds. Very truly yours, ARCH INSURANCE COMPANY _______________________________ Colette R. Chisholm, Attorney-In-Fact Florida License No. W026633 October 3, 2023 AICPOA040120 Printed in U.S.A. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Not valid for Note, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential Value Guarantees. POWER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City, New Jersey (hereinafter referred to as the "Company") does hereby appoint: Camille Maitland, Colette R. Chisholm, Dana Granice, Desiree Cardlin, Ian Williams, George O. Brewster, Gerard S. Macholz, Katherine Acosta, Michelle Wannamaker, Nelly Renchiwich, Robert T. Pearson, Scott Brackenbury, Susan Lupski, Thomas Bean and Vincent A. Walsh of Uniondale, NY (EACH) its true and lawful Attorney(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding One Hundred Fifty Million Dollars ($150,000,000.00). This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City, New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31, 2022, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: “VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process.” This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on August 31, 2022: VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31, 2022, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 11th day of April, 2023. Attested and Certified Arch Insurance Company ______________________________________ ______________________________________ Regan A. Shulman, Secretary Stephen C. Ruschak, Executive Vice President STATE OF PENNSYLVANIA SS COUNTY OF PHILADELPHIA SS I, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. ______________________________________ Michele Tripodi, Notary Public My commission expires 07/31/2025 CERTIFICATION I, Regan A. Shulman, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated April 11, 2023 on behalf of the person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this ___day of__________, 20_____. ______________________________________ Regan A. Shulman, Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Insurance – Surety Division 3 Parkway, Suite 1500 Philadelphia, PA 19102 To verify the authenticity of this Power of Attorney, please contact Arch Insurance Company at SuretyAuthentic@archinsurance.com Please refer to the above named Attorney-in-Fact and the details of the bond to which the power is attached. 14107 3rd October23 Form W-9 (Rev. October 2018) Department of the Treasury Internal Revenue Service Request for Taxpayer Identification Number and Certification ▶ Go to www.irs.gov/FormW9 for instructions and the latest information. Give Form to the requester. Do not send to the IRS.Print or type. See Specific Instructions on page 3.1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank. 2 Business name/disregarded entity name, if different from above 3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the following seven boxes. Individual/sole proprietor or single-member LLC C Corporation S Corporation Partnership Trust/estate Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ▶ Note: Check the appropriate box in the line above for the tax classification of the single-member owner. Do not check LLC if the LLC is classified as a single-member LLC that is disregarded from the owner unless the owner of the LLC is another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single-member LLC that is disregarded from the owner should check the appropriate box for the tax classification of its owner. Other (see instructions) ▶ 4 Exemptions (codes apply only to certain entities, not individuals; see instructions on page 3): Exempt payee code (if any) Exemption from FATCA reporting code (if any) (Applies to accounts maintained outside the U.S.) 5 Address (number, street, and apt. or suite no.) See instructions. 6 City, state, and ZIP code Requester’s name and address (optional) 7 List account number(s) here (optional) Part I Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter. Social security number –– or Employer identification number – Part II Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. I am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part II, later. Sign Here Signature of U.S. person ▶Date ▶ General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following. • Form 1099-INT (interest earned or paid) • Form 1099-DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN. If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later. Cat. No. 10231X Form W-9 (Rev. 10-2018) Form W-9 (Rev. 10-2018)Page 2 By signing the filled-out form, you: 1. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. If applicable, you are also certifying that as a U.S. person, your allocable share of any partnership income from a U.S. trade or business is not subject to the withholding tax on foreign partners' share of effectively connected income, and 4. Certify that FATCA code(s) entered on this form (if any) indicating that you are exempt from the FATCA reporting, is correct. See What is FATCA reporting, later, for further information. Note: If you are a U.S. person and a requester gives you a form other than Form W-9 to request your TIN, you must use the requester’s form if it is substantially similar to this Form W-9. Definition of a U.S. person. For federal tax purposes, you are considered a U.S. person if you are: • An individual who is a U.S. citizen or U.S. resident alien; • A partnership, corporation, company, or association created or organized in the United States or under the laws of the United States; • An estate (other than a foreign estate); or • A domestic trust (as defined in Regulations section 301.7701-7). Special rules for partnerships. Partnerships that conduct a trade or business in the United States are generally required to pay a withholding tax under section 1446 on any foreign partners’ share of effectively connected taxable income from such business. Further, in certain cases where a Form W-9 has not been received, the rules under section 1446 require a partnership to presume that a partner is a foreign person, and pay the section 1446 withholding tax. Therefore, if you are a U.S. person that is a partner in a partnership conducting a trade or business in the United States, provide Form W-9 to the partnership to establish your U.S. status and avoid section 1446 withholding on your share of partnership income. In the cases below, the following person must give Form W-9 to the partnership for purposes of establishing its U.S. status and avoiding withholding on its allocable share of net income from the partnership conducting a trade or business in the United States. • In the case of a disregarded entity with a U.S. owner, the U.S. owner of the disregarded entity and not the entity; • In the case of a grantor trust with a U.S. grantor or other U.S. owner, generally, the U.S. grantor or other U.S. owner of the grantor trust and not the trust; and • In the case of a U.S. trust (other than a grantor trust), the U.S. trust (other than a grantor trust) and not the beneficiaries of the trust. Foreign person. If you are a foreign person or the U.S. branch of a foreign bank that has elected to be treated as a U.S. person, do not use Form W-9. Instead, use the appropriate Form W-8 or Form 8233 (see Pub. 515, Withholding of Tax on Nonresident Aliens and Foreign Entities). Nonresident alien who becomes a resident alien. Generally, only a nonresident alien individual may use the terms of a tax treaty to reduce or eliminate U.S. tax on certain types of income. However, most tax treaties contain a provision known as a “saving clause.” Exceptions specified in the saving clause may permit an exemption from tax to continue for certain types of income even after the payee has otherwise become a U.S. resident alien for tax purposes. If you are a U.S. resident alien who is relying on an exception contained in the saving clause of a tax treaty to claim an exemption from U.S. tax on certain types of income, you must attach a statement to Form W-9 that specifies the following five items. 1. The treaty country. Generally, this must be the same treaty under which you claimed exemption from tax as a nonresident alien. 2. The treaty article addressing the income. 3. The article number (or location) in the tax treaty that contains the saving clause and its exceptions. 4. The type and amount of income that qualifies for the exemption from tax. 5. Sufficient facts to justify the exemption from tax under the terms of the treaty article. Example. Article 20 of the U.S.-China income tax treaty allows an exemption from tax for scholarship income received by a Chinese student temporarily present in the United States. Under U.S. law, this student will become a resident alien for tax purposes if his or her stay in the United States exceeds 5 calendar years. However, paragraph 2 of the first Protocol to the U.S.-China treaty (dated April 30, 1984) allows the provisions of Article 20 to continue to apply even after the Chinese student becomes a resident alien of the United States. A Chinese student who qualifies for this exception (under paragraph 2 of the first protocol) and is relying on this exception to claim an exemption from tax on his or her scholarship or fellowship income would attach to Form W-9 a statement that includes the information described above to support that exemption. If you are a nonresident alien or a foreign entity, give the requester the appropriate completed Form W-8 or Form 8233. Backup Withholding What is backup withholding? Persons making certain payments to you must under certain conditions withhold and pay to the IRS 24% of such payments. This is called “backup withholding.” Payments that may be subject to backup withholding include interest, tax-exempt interest, dividends, broker and barter exchange transactions, rents, royalties, nonemployee pay, payments made in settlement of payment card and third party network transactions, and certain payments from fishing boat operators. Real estate transactions are not subject to backup withholding. You will not be subject to backup withholding on payments you receive if you give the requester your correct TIN, make the proper certifications, and report all your taxable interest and dividends on your tax return. Payments you receive will be subject to backup withholding if: 1. You do not furnish your TIN to the requester, 2. You do not certify your TIN when required (see the instructions for Part II for details), 3. The IRS tells the requester that you furnished an incorrect TIN, 4. The IRS tells you that you are subject to backup withholding because you did not report all your interest and dividends on your tax return (for reportable interest and dividends only), or 5. You do not certify to the requester that you are not subject to backup withholding under 4 above (for reportable interest and dividend accounts opened after 1983 only). Certain payees and payments are exempt from backup withholding. See Exempt payee code, later, and the separate Instructions for the Requester of Form W-9 for more information. Also see Special rules for partnerships, earlier. What is FATCA Reporting? The Foreign Account Tax Compliance Act (FATCA) requires a participating foreign financial institution to report all United States account holders that are specified United States persons. Certain payees are exempt from FATCA reporting. See Exemption from FATCA reporting code, later, and the Instructions for the Requester of Form W-9 for more information. Updating Your Information You must provide updated information to any person to whom you claimed to be an exempt payee if you are no longer an exempt payee and anticipate receiving reportable payments in the future from this person. For example, you may need to provide updated information if you are a C corporation that elects to be an S corporation, or if you no longer are tax exempt. In addition, you must furnish a new Form W-9 if the name or TIN changes for the account; for example, if the grantor of a grantor trust dies. Penalties Failure to furnish TIN. If you fail to furnish your correct TIN to a requester, you are subject to a penalty of $50 for each such failure unless your failure is due to reasonable cause and not to willful neglect. Civil penalty for false information with respect to withholding. If you make a false statement with no reasonable basis that results in no backup withholding, you are subject to a $500 penalty. Form W-9 (Rev. 10-2018)Page 3 Criminal penalty for falsifying information. Willfully falsifying certifications or affirmations may subject you to criminal penalties including fines and/or imprisonment. Misuse of TINs. If the requester discloses or uses TINs in violation of federal law, the requester may be subject to civil and criminal penalties. Specific Instructions Line 1 You must enter one of the following on this line; do not leave this line blank. The name should match the name on your tax return. If this Form W-9 is for a joint account (other than an account maintained by a foreign financial institution (FFI)), list first, and then circle, the name of the person or entity whose number you entered in Part I of Form W-9. If you are providing Form W-9 to an FFI to document a joint account, each holder of the account that is a U.S. person must provide a Form W-9. a. Individual. Generally, enter the name shown on your tax return. If you have changed your last name without informing the Social Security Administration (SSA) of the name change, enter your first name, the last name as shown on your social security card, and your new last name. Note: ITIN applicant: Enter your individual name as it was entered on your Form W-7 application, line 1a. This should also be the same as the name you entered on the Form 1040/1040A/1040EZ you filed with your application. b. Sole proprietor or single-member LLC. Enter your individual name as shown on your 1040/1040A/1040EZ on line 1. You may enter your business, trade, or “doing business as” (DBA) name on line 2. c. Partnership, LLC that is not a single-member LLC, C corporation, or S corporation. Enter the entity's name as shown on the entity's tax return on line 1 and any business, trade, or DBA name on line 2. d. Other entities. Enter your name as shown on required U.S. federal tax documents on line 1. This name should match the name shown on the charter or other legal document creating the entity. You may enter any business, trade, or DBA name on line 2. e. Disregarded entity. For U.S. federal tax purposes, an entity that is disregarded as an entity separate from its owner is treated as a “disregarded entity.” See Regulations section 301.7701-2(c)(2)(iii). Enter the owner's name on line 1. The name of the entity entered on line 1 should never be a disregarded entity. The name on line 1 should be the name shown on the income tax return on which the income should be reported. For example, if a foreign LLC that is treated as a disregarded entity for U.S. federal tax purposes has a single owner that is a U.S. person, the U.S. owner's name is required to be provided on line 1. If the direct owner of the entity is also a disregarded entity, enter the first owner that is not disregarded for federal tax purposes. Enter the disregarded entity's name on line 2, “Business name/disregarded entity name.” If the owner of the disregarded entity is a foreign person, the owner must complete an appropriate Form W-8 instead of a Form W-9. This is the case even if the foreign person has a U.S. TIN. Line 2 If you have a business name, trade name, DBA name, or disregarded entity name, you may enter it on line 2. Line 3 Check the appropriate box on line 3 for the U.S. federal tax classification of the person whose name is entered on line 1. Check only one box on line 3. IF the entity/person on line 1 is a(n) . . . THEN check the box for . . . • Corporation Corporation • Individual • Sole proprietorship, or • Single-member limited liability company (LLC) owned by an individual and disregarded for U.S. federal tax purposes. Individual/sole proprietor or single- member LLC • LLC treated as a partnership for U.S. federal tax purposes, • LLC that has filed Form 8832 or 2553 to be taxed as a corporation, or • LLC that is disregarded as an entity separate from its owner but the owner is another LLC that is not disregarded for U.S. federal tax purposes. Limited liability company and enter the appropriate tax classification. (P= Partnership; C= C corporation; or S= S corporation) • Partnership Partnership • Trust/estate Trust/estate Line 4, Exemptions If you are exempt from backup withholding and/or FATCA reporting, enter in the appropriate space on line 4 any code(s) that may apply to you. Exempt payee code. • Generally, individuals (including sole proprietors) are not exempt from backup withholding. • Except as provided below, corporations are exempt from backup withholding for certain payments, including interest and dividends. • Corporations are not exempt from backup withholding for payments made in settlement of payment card or third party network transactions. • Corporations are not exempt from backup withholding with respect to attorneys’ fees or gross proceeds paid to attorneys, and corporations that provide medical or health care services are not exempt with respect to payments reportable on Form 1099-MISC. The following codes identify payees that are exempt from backup withholding. Enter the appropriate code in the space in line 4. 1—An organization exempt from tax under section 501(a), any IRA, or a custodial account under section 403(b)(7) if the account satisfies the requirements of section 401(f)(2) 2—The United States or any of its agencies or instrumentalities 3—A state, the District of Columbia, a U.S. commonwealth or possession, or any of their political subdivisions or instrumentalities 4—A foreign government or any of its political subdivisions, agencies, or instrumentalities 5—A corporation 6—A dealer in securities or commodities required to register in the United States, the District of Columbia, or a U.S. commonwealth or possession 7—A futures commission merchant registered with the Commodity Futures Trading Commission 8—A real estate investment trust 9—An entity registered at all times during the tax year under the Investment Company Act of 1940 10—A common trust fund operated by a bank under section 584(a) 11—A financial institution 12—A middleman known in the investment community as a nominee or custodian 13—A trust exempt from tax under section 664 or described in section 4947 Form W-9 (Rev. 10-2018)Page 4 The following chart shows types of payments that may be exempt from backup withholding. The chart applies to the exempt payees listed above, 1 through 13. IF the payment is for . . .THEN the payment is exempt for . . . Interest and dividend payments All exempt payees except for 7 Broker transactions Exempt payees 1 through 4 and 6 through 11 and all C corporations. S corporations must not enter an exempt payee code because they are exempt only for sales of noncovered securities acquired prior to 2012. Barter exchange transactions and patronage dividends Exempt payees 1 through 4 Payments over $600 required to be reported and direct sales over $5,0001 Generally, exempt payees 1 through 52 Payments made in settlement of payment card or third party network transactions Exempt payees 1 through 4 1 See Form 1099-MISC, Miscellaneous Income, and its instructions. 2 However, the following payments made to a corporation and reportable on Form 1099-MISC are not exempt from backup withholding: medical and health care payments, attorneys’ fees, gross proceeds paid to an attorney reportable under section 6045(f), and payments for services paid by a federal executive agency. Exemption from FATCA reporting code. The following codes identify payees that are exempt from reporting under FATCA. These codes apply to persons submitting this form for accounts maintained outside of the United States by certain foreign financial institutions. Therefore, if you are only submitting this form for an account you hold in the United States, you may leave this field blank. Consult with the person requesting this form if you are uncertain if the financial institution is subject to these requirements. A requester may indicate that a code is not required by providing you with a Form W-9 with “Not Applicable” (or any similar indication) written or printed on the line for a FATCA exemption code. A—An organization exempt from tax under section 501(a) or any individual retirement plan as defined in section 7701(a)(37) B—The United States or any of its agencies or instrumentalities C—A state, the District of Columbia, a U.S. commonwealth or possession, or any of their political subdivisions or instrumentalities D—A corporation the stock of which is regularly traded on one or more established securities markets, as described in Regulations section 1.1472-1(c)(1)(i) E—A corporation that is a member of the same expanded affiliated group as a corporation described in Regulations section 1.1472-1(c)(1)(i) F—A dealer in securities, commodities, or derivative financial instruments (including notional principal contracts, futures, forwards, and options) that is registered as such under the laws of the United States or any state G—A real estate investment trust H—A regulated investment company as defined in section 851 or an entity registered at all times during the tax year under the Investment Company Act of 1940 I—A common trust fund as defined in section 584(a) J—A bank as defined in section 581 K—A broker L—A trust exempt from tax under section 664 or described in section 4947(a)(1) M—A tax exempt trust under a section 403(b) plan or section 457(g) plan Note: You may wish to consult with the financial institution requesting this form to determine whether the FATCA code and/or exempt payee code should be completed. Line 5 Enter your address (number, street, and apartment or suite number). This is where the requester of this Form W-9 will mail your information returns. If this address differs from the one the requester already has on file, write NEW at the top. If a new address is provided, there is still a chance the old address will be used until the payor changes your address in their records. Line 6 Enter your city, state, and ZIP code. Part I. Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. If you are a resident alien and you do not have and are not eligible to get an SSN, your TIN is your IRS individual taxpayer identification number (ITIN). Enter it in the social security number box. If you do not have an ITIN, see How to get a TIN below. If you are a sole proprietor and you have an EIN, you may enter either your SSN or EIN. If you are a single-member LLC that is disregarded as an entity separate from its owner, enter the owner’s SSN (or EIN, if the owner has one). Do not enter the disregarded entity’s EIN. If the LLC is classified as a corporation or partnership, enter the entity’s EIN. Note: See What Name and Number To Give the Requester, later, for further clarification of name and TIN combinations. How to get a TIN. If you do not have a TIN, apply for one immediately. To apply for an SSN, get Form SS-5, Application for a Social Security Card, from your local SSA office or get this form online at www.SSA.gov. You may also get this form by calling 1-800-772-1213. Use Form W-7, Application for IRS Individual Taxpayer Identification Number, to apply for an ITIN, or Form SS-4, Application for Employer Identification Number, to apply for an EIN. You can apply for an EIN online by accessing the IRS website at www.irs.gov/Businesses and clicking on Employer Identification Number (EIN) under Starting a Business. Go to www.irs.gov/Forms to view, download, or print Form W-7 and/or Form SS-4. Or, you can go to www.irs.gov/OrderForms to place an order and have Form W-7 and/or SS-4 mailed to you within 10 business days. If you are asked to complete Form W-9 but do not have a TIN, apply for a TIN and write “Applied For” in the space for the TIN, sign and date the form, and give it to the requester. For interest and dividend payments, and certain payments made with respect to readily tradable instruments, generally you will have 60 days to get a TIN and give it to the requester before you are subject to backup withholding on payments. The 60-day rule does not apply to other types of payments. You will be subject to backup withholding on all such payments until you provide your TIN to the requester. Note: Entering “Applied For” means that you have already applied for a TIN or that you intend to apply for one soon. Caution: A disregarded U.S. entity that has a foreign owner must use the appropriate Form W-8. Part II. Certification To establish to the withholding agent that you are a U.S. person, or resident alien, sign Form W-9. You may be requested to sign by the withholding agent even if item 1, 4, or 5 below indicates otherwise. For a joint account, only the person whose TIN is shown in Part I should sign (when required). In the case of a disregarded entity, the person identified on line 1 must sign. Exempt payees, see Exempt payee code, earlier. Signature requirements. Complete the certification as indicated in items 1 through 5 below. Form W-9 (Rev. 10-2018)Page 5 1. Interest, dividend, and barter exchange accounts opened before 1984 and broker accounts considered active during 1983. You must give your correct TIN, but you do not have to sign the certification. 2. Interest, dividend, broker, and barter exchange accounts opened after 1983 and broker accounts considered inactive during 1983. You must sign the certification or backup withholding will apply. If you are subject to backup withholding and you are merely providing your correct TIN to the requester, you must cross out item 2 in the certification before signing the form. 3. Real estate transactions. You must sign the certification. You may cross out item 2 of the certification. 4. Other payments. You must give your correct TIN, but you do not have to sign the certification unless you have been notified that you have previously given an incorrect TIN. “Other payments” include payments made in the course of the requester’s trade or business for rents, royalties, goods (other than bills for merchandise), medical and health care services (including payments to corporations), payments to a nonemployee for services, payments made in settlement of payment card and third party network transactions, payments to certain fishing boat crew members and fishermen, and gross proceeds paid to attorneys (including payments to corporations). 5. Mortgage interest paid by you, acquisition or abandonment of secured property, cancellation of debt, qualified tuition program payments (under section 529), ABLE accounts (under section 529A), IRA, Coverdell ESA, Archer MSA or HSA contributions or distributions, and pension distributions. You must give your correct TIN, but you do not have to sign the certification. What Name and Number To Give the Requester For this type of account:Give name and SSN of: 1. Individual The individual 2. Two or more individuals (joint account) other than an account maintained by an FFI The actual owner of the account or, if combined funds, the first individual on the account1 3. Two or more U.S. persons (joint account maintained by an FFI) Each holder of the account 4. Custodial account of a minor (Uniform Gift to Minors Act) The minor2 5. a. The usual revocable savings trust (grantor is also trustee) b. So-called trust account that is not a legal or valid trust under state law The grantor-trustee1 The actual owner1 6. Sole proprietorship or disregarded entity owned by an individual The owner3 7. Grantor trust filing under Optional Form 1099 Filing Method 1 (see Regulations section 1.671-4(b)(2)(i) (A)) The grantor* For this type of account:Give name and EIN of: 8. Disregarded entity not owned by an individual The owner 9. A valid trust, estate, or pension trust Legal entity4 10. Corporation or LLC electing corporate status on Form 8832 or Form 2553 The corporation 11. Association, club, religious, charitable, educational, or other tax- exempt organization The organization 12. Partnership or multi-member LLC The partnership 13. A broker or registered nominee The broker or nominee For this type of account:Give name and EIN of: 14. Account with the Department of Agriculture in the name of a public entity (such as a state or local government, school district, or prison) that receives agricultural program payments The public entity 15. Grantor trust filing under the Form 1041 Filing Method or the Optional Form 1099 Filing Method 2 (see Regulations section 1.671-4(b)(2)(i)(B)) The trust 1 List first and circle the name of the person whose number you furnish. If only one person on a joint account has an SSN, that person’s number must be furnished. 2 Circle the minor’s name and furnish the minor’s SSN. 3 You must show your individual name and you may also enter your business or DBA name on the “Business name/disregarded entity” name line. You may use either your SSN or EIN (if you have one), but the IRS encourages you to use your SSN. 4 List first and circle the name of the trust, estate, or pension trust. (Do not furnish the TIN of the personal representative or trustee unless the legal entity itself is not designated in the account title.) Also see Special rules for partnerships, earlier. *Note: The grantor also must provide a Form W-9 to trustee of trust. Note: If no name is circled when more than one name is listed, the number will be considered to be that of the first name listed. Secure Your Tax Records From Identity Theft Identity theft occurs when someone uses your personal information such as your name, SSN, or other identifying information, without your permission, to commit fraud or other crimes. An identity thief may use your SSN to get a job or may file a tax return using your SSN to receive a refund. To reduce your risk: • Protect your SSN, • Ensure your employer is protecting your SSN, and • Be careful when choosing a tax preparer. If your tax records are affected by identity theft and you receive a notice from the IRS, respond right away to the name and phone number printed on the IRS notice or letter. If your tax records are not currently affected by identity theft but you think you are at risk due to a lost or stolen purse or wallet, questionable credit card activity or credit report, contact the IRS Identity Theft Hotline at 1-800-908-4490 or submit Form 14039. For more information, see Pub. 5027, Identity Theft Information for Taxpayers. Victims of identity theft who are experiencing economic harm or a systemic problem, or are seeking help in resolving tax problems that have not been resolved through normal channels, may be eligible for Taxpayer Advocate Service (TAS) assistance. You can reach TAS by calling the TAS toll-free case intake line at 1-877-777-4778 or TTY/TDD 1-800-829-4059. Protect yourself from suspicious emails or phishing schemes. Phishing is the creation and use of email and websites designed to mimic legitimate business emails and websites. The most common act is sending an email to a user falsely claiming to be an established legitimate enterprise in an attempt to scam the user into surrendering private information that will be used for identity theft. Form W-9 (Rev. 10-2018)Page 6 The IRS does not initiate contacts with taxpayers via emails. Also, the IRS does not request personal detailed information through email or ask taxpayers for the PIN numbers, passwords, or similar secret access information for their credit card, bank, or other financial accounts. If you receive an unsolicited email claiming to be from the IRS, forward this message to phishing@irs.gov. You may also report misuse of the IRS name, logo, or other IRS property to the Treasury Inspector General for Tax Administration (TIGTA) at 1-800-366-4484. You can forward suspicious emails to the Federal Trade Commission at spam@uce.gov or report them at www.ftc.gov/complaint. You can contact the FTC at www.ftc.gov/idtheft or 877-IDTHEFT (877-438-4338). If you have been the victim of identity theft, see www.IdentityTheft.gov and Pub. 5027. Visit www.irs.gov/IdentityTheft to learn more about identity theft and how to reduce your risk. Privacy Act Notice Section 6109 of the Internal Revenue Code requires you to provide your correct TIN to persons (including federal agencies) who are required to file information returns with the IRS to report interest, dividends, or certain other income paid to you; mortgage interest you paid; the acquisition or abandonment of secured property; the cancellation of debt; or contributions you made to an IRA, Archer MSA, or HSA. The person collecting this form uses the information on the form to file information returns with the IRS, reporting the above information. Routine uses of this information include giving it to the Department of Justice for civil and criminal litigation and to cities, states, the District of Columbia, and U.S. commonwealths and possessions for use in administering their laws. The information also may be disclosed to other countries under a treaty, to federal and state agencies to enforce civil and criminal laws, or to federal law enforcement and intelligence agencies to combat terrorism. You must provide your TIN whether or not you are required to file a tax return. Under section 3406, payers must generally withhold a percentage of taxable interest, dividend, and certain other payments to a payee who does not give a TIN to the payer. Certain penalties may also apply for providing false or fraudulent information. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 2/2/2024 Alliant Insurance Services,Inc. 333 Earle Ovington Blvd -Ste 700 Uniondale,NY 11553 Lauren O'Boyle 516-414-8900 Lauren.OBoyle@alliant.com License#:0C36861 Executive Risk Indemnity Inc 35181 RIC-INT-01 Federal Insurance Company 20281Ric-Man International,Inc. 1545 NW 27th Ave Pompano Beach FL 33069 Endurance Assurance Corporatio 11551 Vantage Risk Assurance Company 32077 726394385 A X 2,000,000 X 300,000 10,000 2,000,000 4,000,000 X 54326517 2/1/2024 2/1/2025 4,000,000 Deductible 10,000 B 1,000,000 X X X 54326516 2/1/2024 2/1/2025 C X 5,000,000 X EXC30038653101 2/1/2024 2/1/2025 5,000,000 B X N 54326518 2/1/2024 2/1/2025 1,000,000 1,000,000 1,000,000 D Excess Liability P04XC0000052180 2/1/2024 2/1/2025 Occurrence/Aggregate $1,000,000 Re:Boca Woods and Winfield Park Infrastructure Upgrades,Bid No.2023-039-FV,Project No.71-20-019 the City of Boca Raton is an additional insured under the General Liability policy if required by a written contract with the Named Insured,but only for the coverage and limits provided by the policy and the additional insured endorsement.Thirty (30)Days Notice of Cancellation applies. City of Boca Raton Attn:City Project Engineer /Edward Galvan 201 W.Palmetto Park Road Boca Raton FL 33432 Sample COI TOTALS:22560809 Projects $213,134,171 OWNER ENGINEER CONTRACT DESCRIPTION FINAL AMOUNT COM- PLETED YEAR On TimeTime ExtContact Person Phone No. Fax No.E-MailMIAMI DADE WATER & SEWER 300 ENGINEERING DB for Installation of a 36" sanitary sewer FM along NW107th Ave from NW 7-25th st Design Build of New 36" Force main $10,000,000.00 2023 Juan Curiel CITY OF HOLLWOOD 30" RAW WATER MAIN REPAIR replacement of 30 inch cast iron raw water main to 24 inch ductile iron raw water main. $257,800.00 2022 Wilhelmina Montero (954) 921-3930 ###### WMONTERO@hol lywoodfl.org TOWN OF MEDLEY SNUBBS CONSULTING 2020 GENERAL UTILITY REPAIRS Emergency Point Repair of 8" gravity sewer $170,570.80 2022 Rodney Santana (305) 885-6400 rodney.carrero- santana@snubbs.c om TOWN OF MEDLEY SNUBBS CONSULTING 2020 GENERAL UTILITY REPAIRS Emergency repair of Pump Station $92,193.06 2021 Rodney Santana (305) 885-6400 rodney.carrero- santana@snubbs.c om TOWN OF MEDLEY SNUBBS CONSULTING 2020 GENERAL UTILITY REPAIRS Repair of 2 broken laterasl & perform Point repair of 8" gravity sewer $224,696.91 2021 Rodney Santana (305) 885-6400 rodney.carrero- santana@snubbs.c om BROWARD COUNTY THOMPSON & ASSOCIATES Reclaimed Water Transmission Main BP 1 New 42" reclaimed water main installed $23,472,575.95 2021 MICHAEL HAGERTY (954) 731-3217 MHAGERTY@BR OWARD.ORG BROWARD COUNTY THOMPSON & ASSOCIATES Reclaimed Water Transmission Main BP 2 New 24" reclaimed watet main installed $3,765,092.91 2021 MICHAEL HAGERTY (954) 731-3217 MHAGERTY@BR OWARD.ORG Broward County Chen Moore and Associates Utility Analysis Zone 113B Neighborhood Improv. Proj. with, WM, San. Sewer, FM, Pump Sta. demo & install, landscape & roadway restoration. $28,115,925.82 2021 Jeff Clark (954) 831-0934 jclark@broward. org City Of Boynton Beach Wantman Group Central Seacrest Corridor Utility Improvements Phase II Improvments of Water Mains and Drainage Utilities $12,560,787.18 2020 Joe Paterniti (561) 751-6423 PaternitiJ@bbfl.u s Miami Dade Water and Sewer Department Ty LIN South Miami Heights Phase B Design Build Services for Replacement of Water Mains and service conversions in the south miami heights area Phase B $15,732,076.54 2020 Alex Valdes (786) 299-9008 alexis.valdes@mia midade.gov Miami Dade Water and Sewer Department Ty LIN South Miami Heights Phase A Design Build WM and service conversions $15,683,712.17 2018 Y Y Alex Valdes (786) 299-9008 Alexis.valdes@ miamidade.gov City of Sunrise Arcadis Springtree Water/Waste Water Treatment Plant off-site Drainage & Utilities Improvement Improvments of Water Mains and Drainage Utilities $2,100,000.00 2018 Y Y Tim Welch 954-888-6055 954- 846- 7404 TWelch@sunri sefl.gov City of Coral Gables Coastal System International, Inc. Miracle Mile & Giralda Avenue Streetscape Drainage, roadway, & streetscape improvements, decorative pavers, fountain restorations, extensive landscaping, decorative street lighting, decorative street furniture and way finding signage. $24,462,288.00 2018 Y Y Ernesto Pino 305-460-5001 epino@coralgables .com SUNNY ISLES Stantec Pedestrian Bridge Pedestrian Bridge $1,869,887.24 2017 Y Y Bill Evans 305-792-1900 bevans@sibfl.n et CITY OF CAPE CORAL Tetra Tech SW 6 & 7 Utilities Expansion Project CONTRACT II - NORTH CENTRAL AREA 3 ITB UT13-02/TM-B 2 San P.S. - 5,560 ft of 15"-30" Pipe - Eliptical pipe - 39,810' of 6"-8" WM - 43,790' of 4"-16" Irrig - 41,110' of 8"-24" San - 5,620' of 4"-12" FM - Roadway, Electrical , Grassing $11,096,384.00 2017 Y Y Paul Clinghan 239-574-0464 0 pclingha@cape coral.net City of Sunrise ARCADIS Golf Village Water Main Improvements NIP - Water $5,526,762.00 2017 Y Y Tim Welch 954-888-6055 954- 846- 7404 TWelch@sunri sefl.gov City of Oakland Park Thompson and Associates Garden Acres Industrial Area Sanitary Sewer System Design Build SAN Sewer with Grinder PS & WM $699,960.95 2017 Y Y Marlon Loban 305-453-5804 954- 229- 0422 0 MDWSD 4900 LeJeune Rd Coral Gables, FL MIAMI-DADE W&S DEPT.54-Inch Water Main Transmission Line - Red Road Worked on FDOT ROW, had to close Grattiny Expressway to complete the work. $1,914,400.65 2017 Y Y Nelson Cespedes (786) 552-8142 305- 607- 0799 NCESP@mia midade.gov CITY OF MIAMI BEACH CITY HALL 1700 CONVENTION CTR DRIVE MIAMI BEACH, FL 33139 Chen-Moore and Associates Sunset 3&4 Neighborhood Improvement Project including sanitary lining, drainage, water, and roadway improvements $ 10,910,593.00 2016 Mina Samadi 305-673-7071 305- 673- 7073 minasamadi@mi amibeachfl.gov Ric-Man International, Inc. COMPLETED PROJECT IN THE LAST 10 YEARS Contact Information MOT F= Freeway H= Highway A= Arterial C= Collector L= Local https://ricmanus.sharepoint.com/sites/Bid/Shared Documents/CURRENT-COMPLETED WORK -06-2019 (All Projects).xlsmCompleted Work 1 of 2 OWNER ENGINEER CONTRACT DESCRIPTION FINAL AMOUNT COM- PLETED YEAR On TimeTime ExtContact Person Phone No. Fax No.E-MailL= Local CITY OF MIAMI BEACH CITY HALL 1700 CONVENTION CTR DRIVE MIAMI BEACH, FL 33139 Lower North Bay Road 5890' of 8"&10" WM and 15" to 42" Drainage and 10 Wells $1,762,799.37 2016 Y Y #N/A 954- 771- 0298 #N/A MDWSD 4900 LeJeune Rd Coral Gables, FL MIAMI-DADE W&S DEPT. Emergency 36-Inch Force Main connection to 72-Inch Transmission Line Pipe was at a stage of colapsing. We had to coordinate with FDOT the partial closure of Biscayne Blvd. $413,568.00 2016 Y Y Nelson Cespedes (786) 552-8142 305- 607- 0799 NCESP@mia midade.gov MDWSD 4900 LeJeune Rd Coral Gables, FL MIAMI-DADE W&S DEPT. EMERGENCY INSTALLATION OF TWO (2) 54-INCH BUTTERFLY VALVES LOCATED AT WEST 4TH AVENUE (RED ROAD) AND WEST 83RD STREET AND WEST 2ND AVENUE AND WEST 13TH STREET $ 727,865.85 2016 Y Y Nelson Cespedes (786) 552-8142 305- 607- 0799 NCESP@miam idade.gov Broward County WWSS Broward County WWSS Twin Lakes Neighborhood Improvement. San Sewer, Lift Station and Drainage $4,032,144.45 2015 Najla Elshami Zerrouki, P.E.(954) 831-0791 (954) 831- 0789 NELSHAMI@bro ward.org MDWSD 4900 LeJeune Rd Coral Gables, FL MIAMI-DADE W&S DEPT. EMERGENCY INSTALLATION OF 16: SEWER ON BISCAYNE BLVD & NW 36TH ST BISCAYNE BLVD & NW 36TH ST $438,000.00 2015 Y Y Nelson Cespedes (786) 552-8142 305- 607- 0799 NCESP@miam idade.gov City of West Palm Beach MATHEWS CONSULTING MONCEAUX ROAD GROUP 1 DRAINAGE & UTILITY IMPROVEMENT PROJECT Drainage: 3,700' , Sanitary:3,180' , W Mains: 4,040, Landscaping, Lighting, Markings and Roadways $3,265,695.95 2015 Y Y TRACY WARD (561) 494-1103 TWARD@WPB.O RG DOT / MDWSD APCTE / STANTEC Section 5 Project 48-Inch PCCP - NW 2nd Ave from NW 8th St thru NW 12 St For Condotte/Community/Demoya Joint Venture 48-Inch PCCP Installation $521,573.48 2015 Y Y Larry Goodwin/ Pedro Vigil 786-295-3754 / 305-205-5152 GOODWIN@ miamidade.go v / vigilp@miamid ade.gov City of Oakland Park CTA Oakland Park 38th Street Drainage and Streetscape improvement $3,398,578.35 2015 Y Y Ron Desbrunes 954-630-4482 954- 229- 0422 0 City of Sunny Isles Various Piggy Back Emergency Corrections Emergency Corrections / Improvements Sanitary, Drainage, etc $1,292,562.95 2015 Y Y Bill Evans 786-350-8190 0 bevans@sibfl.n et City of Weston Calvin, Giordano & Assoc Weston Drainage Improvements 60" - 15" Drainage 9,021 $2,468,879.91 2014 Y Y Karl C. Thompson, PE 954-385-2600 954- 385- 2610 Kthompson@west onfl.org City of Weston Calvin, Giordano & Assoc ITDD Weston Force Main Improvements 16" Forcemain 8,500 $1,611,657.59 2014 Y Y Karl C. Thompson, PE 954-385-2600 954- 385- 2610 Kthompson@west onfl.org PBC Utilities Department Keshavarz & Assoc. Inc Belvedere Homes Infrastructure Improvements Phase 2 Infrastructure improvements including 10k' 8" PVC WM, 8k' PVC Vac SAN, 3k' 15"- 42" RCP SW $3,164,725.80 2014 Y Y Joseph Tanacredi 561-493-6088 561- 493- 6085 jtanacredi@pbc water.com TOWN OF SURFSIDE Calvin, Giordano & Assoc 11-Surf INFRASTRUCTURE REHAB W Mains, San Sewer, Storm Sewer, 2 San PS, 3 Storm PS, 9 Wells $18,292,287.92 2014 Y N Bill Evans 786-350-8190 0 bevans@sibfl.n et BROWARD COUNTY WATER & WASTE ENGINEERING DIVISION 2555 W COPANS ROAD POMPANO BEACH, FL 33069 BROWARD COUNTY WATER & WASTE ENGINEERING DIVISION 2555 W COPANS ROAD POMPANO BEACH, FL 33069 1B2 Water Main Improvement 9,029' of 6"-16" WM $1,012,867.10 2014 Y N Greg Balicki 954-831-0903 (954) 831- 0798 0 City of Oakland Park 3650 NE 12th Ave Oakland Park, FL 33334 Craven Thompson & Associates 3563 NW 53rd. St. Ft. Lauderdale, FL 33309 12-Oakw BID PACK 3 WATER MAIN IMPROVEMENTS 1496 lf of 15" RCP 6" & 8" DIP & FPVC Water Mains $2,075,256.90 2014 John Perez 954-630-4475 954- 229- 0422 johnmp@oakla ndparkfl.gov https://ricmanus.sharepoint.com/sites/Bid/Shared Documents/CURRENT-COMPLETED WORK -06-2019 (All Projects).xlsmCompleted Work 2 of 2 Reclaimed Water Transmission Main Deerfield Beach, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK The Work included installation of new reclaimed water pipes through open cut and/or horizontal directional drilling, fittings, valves, master meter, restoration of pavement, milling and restoration, lining of existing pipe, and all ancillary work required to complete the project satisfactory to the County. Location extended from the North Regional Wastewater Treatment Plant along Powerline Road, SW 10th Street, Quiet Waters Park, Hillsboro Blvd, and NW 39th Avenue to Hillsboro Canal. OWNER CLIENT PHONE EMAIL ADDRESS Broward County WWS Michael Hagerty 954-731-3217 Mhagerty@broward.org 2555 W. Copans Rd Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $23,474,575.95 $ 2021 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Reclaimed Water Main Water Meters Connected Fire Hydrants 30,564 LF OF 24" - 42" DIP Open Cut & 1211 LF of 42" Via HDD 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers 200 No No No Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 49,000 SY 13750 SY No 24,000 SY Sanitary Manholes Sanitary Sewer Main Sewer Pip Bursting Sewer Pump Stations Force Main 0 0 0 0 Reclaimed Water Transmission Main Bid Package 2 Coconut Creek, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK The work included installation of new reclaimed water pipes through open cut, fittings, valves, master meter, restoration of South Florida Water Management District (SFWMD) canal right-of-way, restoration of pavement, milling and restoration and all ancillary work required to complete the project. Located at the north end of NW 39th Avenue at the Hillsboro Canal and continues west within the SFWMD canal right-of-way and ends at the intersection of North University Drive and the Hillsboro Canal. OWNER CLIENT PHONE EMAIL ADDRESS Broward County WWS Michael Hagerty 954-731-3217 Mhagerty@broward.org 2555 W. Copans Rd Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $ 3,765,092.91 $ 2021 CONSTRUCTION DETAILS SCOPE OF WORK RECLAIMED WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No Yes Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 27,172 LF of 24" DIP 0 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers No No No Yes Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 2400 SY No No No Sanitary Manholes Sanitary Sewer Main Sewer Pip Bursting Sewer Pump Stations Force Main 0 0 0 0 Utility Analysis Zone 113B Lauderdale Lakes, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Scope includes, but is not limited to, the furnishing of all labor, materials, equipment, services, and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation, water systems installation, roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings. The general location of UAZ 113B is bordered on the north by the Middle River Canal, on the east by NW 31st Avenue, on the south by NW 19th Street and on the west by N State Road 7. OWNER CLIENT PHONE EMAIL ADDRESS Broward County WWS Jeff Clark 954-831-0934 Jclark@broward.org 2555 W. Copans Rd Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Judith Gomez - Project Manager Javier Gonzalez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $27.5 million $28.9 million 2020 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No Yes Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 60760 LF OF 6-16" DIP 0 355 135 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers 223 Yes Yes No Manholes Catch Basins Drainage Mains Pump Stations 13 3 1600 LF of 18" to 42"RCP 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Sanitary Sewer Main Sewer Pip Bursting Sewer Pump Stations Force Main 152 ea 37,650 LF of 8" to18" PVC 450 LF of 8" 2 1280 LF 4-6" DIP Central Seacrest Corridor Utility Improvements- Ph II Boynton Beach, Florida ROLE Ric-Man International served as the CMAR DESCRIPTION OF THE SCOPE OF THE WORK The project includes but is not limited to pipe bursting potable water main replacements, reclaimed water main extensions, a forcemain and stormwater system upgrades, including landscape removal and relocation, exfiltration trench installations, pavement overlay and miscellaneous upgrades to driveway aprons and sidewalks. The project area is bordered on the north by the south right-of way line S.W 4th Avenue, on the east by the FEC Railroad, on the south by Woolbright Road, and on the west by Interstate 95. OWNER CLIENT PHONE EMAIL ADDRESS City of Boynton Beach Joseph Paterniti, Utility Director (561) 742-6423 Paternitij@bbfl.us 124 E. Woolbright Rd Boynton Beach, Fl 33435 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- General Manager Russell Morris - Project Manager Luis Hernandez – General Super CONSTRUCTION COST COMPLETION DATE $12.5 million 2020 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes No 700 0 New Water Main Connected Fire Hydrants 30,000 LF (20,000 Via pipe bursting; 10,000 via HDD 175 700 65 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes 12,779 LF 196 LF 110 SY Manholes Catch Basins Drainage Mains Pump Stations 11 37 3690 LF 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Sanitary Force Main Sewer Lining Sewer Pump Stations 0 4320 LF of 10 Inch 0 0 Springtree Water/Waste Water Treatment Plant Off-Site Drainage and Utilities Improvements Sunrise, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of a new 8-inch potable water main connecting to the existing plant loop and extending along N.W. 44th Street east to the adjacent high school. Overall drainage improvements to the plant and neighboring golf course to the south that will include the filling of existing detention areas, a lake expansion, and the construction of a conveyance system between the two sites. Discharge from the plant site into the existing lake will be directed through an existing control structure to be modified to consist of a 6 ft. wide weir at elevation 6.60' NAVD and a 3" bleed down orifice at elevation 3.95' NAVD. Offsite discharge from the lake into the City's master canal system will be directed through a proposed control structure consisting of a two stage weir with a 20 ft. wide weir at elevation 4.95' NAVD, 60 ft. wide weir at elevation 7.00' NAVD, and two 6" bleed down orifices at elevation 3.95' NAVD. Disposal of 1600 cy of contaminated soil and 1713 cy of lake excavation. OWNER CLIENT PHONE EMAIL ADDRESS City of Sunrise Tim Welch 954-888-6055 Twelch@sunrisefl.gov 1070 W Oakland Park Blvd Sunrise, FL 33351 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez General Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $1.8 million $2.1 million 2019 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 2600 LF of 6" to 8" 0 1 6 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 13 3 1600 LF of 18" to 42"RCP 0 ROADWAY SANITARY Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Force Main Sewer Lining Sewer Pump Stations 0 800 LF of 16 Inch 0 0 South Miami Heights Phase B Miami, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management associated with the work related to earthwork, pavement reconstruction, sidewalk construction, water main improvements, fire hydrant Installation, water meters relocated from rear to front of home, landscaping and streetscape/planting improvements OWNER CLIENT PHONE EMAIL ADDRESS Miami Dade Water and Sewer Department Alex Valdes (786) 299-9008 Alexis.valdes@miamidade.gov 3071 SW 38th Ave Miami, FL 33146 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- DB Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $15.7 million 2019 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes No 1250 30 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 76,000 LF of 6-16" DIP 1022 743 100 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes Yes Yes Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 South Miami Heights Phase A Miami, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management associated with the work related to earthwork, pavement reconstruction, sidewalk construction, water main improvements, fire hydrant Installation, water meters relocated from rear to front of home, landscaping and streetscape/planting improvements. OWNER CLIENT PHONE EMAIL ADDRESS Miami Dade Water and Sewer Department Alex Valdes (786) 299-9008 Alexis.valdes@miamidade.gov 3071 SW 38th Ave Miami, FL 33146 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- DB Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $15.5 million $15.6 million 2018 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes No 1275 50 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 72,000 LF of 8-16" DIP 823 744 100 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes Yes Yes Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 Miracle Mile & Giralda Streetscape Coral Gables, Florida ROLE Ric-Man International served as the CMAR DESCRIPTION OF THE SCOPE OF THE WORK Project included improvements to the streetscape to enhance the pedestrian experience and sense of place along Miracle Mile (approximately 2600 feet). Construction of new curb, gutter, drainage, paving, striping, signage, widening of sidewalks. Improvements of existing paseos (walkways). Installation of trash receptacle, kiosks, benches, newspaper stands, bollards and valet stations. Installation of ornamental lights and pedestrian lighting. OWNER CLIENT PHONE EMAIL ADDRESS City of Coral Gables Peter Iglesias, City Manager (305) 297-5290 piglesias@coralgables.com 405 Biltmore Way Coral Gables, FL 33134 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G Diaz - General Manager Michael Jankowski- Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $21 million $24 million 2018 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes Yes 0 100 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 0 0 0 0 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 11 44 20,202 LF 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes No Yes No Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 Gateway Park Pedestrian Access Improvements Sunny Isles, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management of a pedestrian bridge over the west bound ramp of State Road 826 (aka Sunny Isles Boulevard) to connect a parcel of City -owned property that lies between east bound and west bound SR 826 ramps. 110 foot long steel bridge frame. OWNER CLIENT PHONE EMAIL ADDRESS City of Sunny Isles Bill Evans 954-234-8611 18070 Collins Ave Sunny Isles, FL 33160 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo- DB Manager Andres G. Diaz- General Manager Michael Jankowski - Project Manager/Super CONSTRUCTION COST FINAL COST COMPLETION DATE $2.1 million $1.8 million 2017 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes No No Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 0 0 0 0 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 0 1 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction OTHERS ELEVATORS AC SYSTEM FIRE ALARM SUMP PUMPS ROOFING LED LIGHTING (COLOR CHANGING LIGHTS ON BRIDGE) No Yes No No 2 1 1 1 1 Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 SR 823/NW 57 AVE FROM W. 65TH ST TO W. 84TH ST. Hialeah/Opa Loca, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Upgrade SR 823 Red Road by adding 1 NB and 1 SB travel lane, raised medians, landscaping, intersection access management, lighting signalization, new 54” water main and intersection improvements at W 84 th Street OWNER CLIENT PHONE EMAIL ADDRESS FDOT/Central Florida Nelson Cespedes 786-552-8142 ncesp@miamidade.gov 3071 SW 38th Ave Miami, FL 33136 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $20,865,766.28 $20,865,766.28 2017 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 2600 LF of 54" 0 1 6 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 13 3 1600 LF of 18" to 42"RCP 0 ROADWAY SANITARY Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Force Main Sewer Lining Sewer Pump Stations 0 800 LF of 16 Inch 0 0 Central Bayshore Miami Beach, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management associated with the work related to earthwork, pavement reconstruction, overhead utility undergrounding, sidewalk construction, water main improvements, storm drainage infrastructure installation, drainage, raising of the roads, driveway harmonization, multiuse bike lane, dewatering, fire hydrant Installation, street lights, landscaping and streetscape/planting improvements. OWNER CLIENT PHONE EMAIL ADDRESS City of Miami Beach Capital Improvement Projects Office (CIP) Jose Velez (305) 673-7071 josevelez@miamibeachfl.gov 1700 Convention Center Drive Miami Beach, FL 33139 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $18 million Ongoing CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes Yes 250 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 10,000 LF of 8"-10" DIP 0 350 10 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 50 60 30,000 LF 1 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 Sunset Islands 3 & 4 Miami Beach, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management associated with raising theroad elevation, earthwork, pavement reconstruction, overhead utility undergrounding, sidewalk construction, water main improvements, storm drainage infrastructure installation, sewer main and structure lining, new conduits, conductors and service point for the existing street lights and streetscape/planting improvements. OWNER CLIENT PHONE EMAIL ADDRESS City of Miami Beach Capital Improvement Projects Office (CIP) Mina Samadi, Senior Capital Project Coordinator (305) 673-7071 Minasamadi@miamibeachfl.gov 1700 Convention Center Drive Miami Beach, FL 33139 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- General Manager Paul Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $11.1 million 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes 6500 LF 350 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 7270 lf of 8" DIP 0 350 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers 10 2,800 SY 16,000 lf No Manholes Catch Basins Drainage Mains Pump Stations 0 115 6895 lf of 18"-30" A2000 2 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 20,000 SY No No No Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 6,700 lf 0 (46,354 GPM/ 35,660 GPM) (Design-Build Project) Monceaux Road Group I Drainage and Utility Improvements Project City of West Palm Beach, FL ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Storm water System improvements consisted of removal and replacement of the existing storm water system infrastructure; including storm inlets, manholes, exfiltration trenches, and other miscellaneous appurtenances. Responsible for all sheeting and shoring, dewatering and all by-pass pumping of the storm sewer system. Water main improvements consisted of grouting of the existing water main system (including removal of the water services/meter boxes and fire hydrants) and replacement with a new 8" DIP class 52 , cement lined water main system (Including water services, valves and fire hydrants). Temporary 2" water mains and for all by-pass piping of the water main system. Sanitary sewer improvements consisted of removal and replacing existing sanitary sewer Infrastructure including manholes, laterals and cleanouts with 8" and 18" PVC SDR 26 sewer mains, concrete manholes, and 6" PVC laterals with cleanouts. Roadway construction consisted of removal and replacement of existing roadway, sidewalks, curbs, and driveways within the right-of-way. MOT and access to all properties at all times. Traffic signage and pavement markings conforming to city and FDOT standards OWNER CLIENT PHONE EMAIL ADDRESS City of West Palm Beach Tracy Ward, Project Manager (561) 494-1103 tward@wpb.org 401 Clematis Street West Palm Beach, FL 33401 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo, President Andres Diaz, Project Manager Guadalupe Guzman, Foreman CONSTRUCTION COST $3.3 million COMPLETION DATE January, 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project Conduit Residences Businesses No Yes 50 homes 10 businesses Water Main Fire Hydrants Meters Water Services 4,050 LF (3- to 8-inch DIP) 10 52 52 LIGHTING STORM DRAINAGE Conduit Wire Pull Boxes Electrical service station 43,790 LF (4- to 16- Inch) 498 844 4- inch and 16-inch Catch Basins Drainage Mains Exfiltration Trench 46 Inlets 2040 LF (15- to 48-inch RCP) 1660 LF (30- to 42- inch) ROADWAY SANITARY SEWER Roadway Reconstruction Sidewalk Reconstruction Driveways 15,700 SY 5,460 SY 8,900 SY Manholes Sewer Main Sanitary Laterals 15 3180 LF (8- to 18- inch PVC) 78 single BISCAYNE BLVD. 36” FORCMAIN CONNECTION TO 72” TRANSMISSION LINE Miami, Florida ROLE Ric-Man International served as the Sub DESCRIPTION OF THE SCOPE OF THE WORK Installation of 36" Force Main, including concrete removal for encased wye, hazardous gas inspection, flowable fill around wye, temporary paving markings, temporary restorations, additional backfill, pipe bedding, touchup coating with 2 part epoxy and making connection to provide a complete replacement. Exploration of 72" gravity sewer connection, and utility investigation, including temporary restoration and soft dig. OWNER CLIENT PHONE EMAIL ADDRESS Miami Dade Water & Sewer Nelson Cespedes (786)552-8142 NCESP@miamidade.gov 4900 LeJeune Rd Coral Gables, FL GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Luis Hernandez – Superintendent Michael Jankowski- Asst. Super. CONSTRUCTION COST COMPLETION DATE $413,568.00 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 0 0 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks Driveways Curb & Gutter Decorative Pavers No No No No Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes No No Yes Sanitary Manholes Gravity Sewer Sanitary Force Main Sewer Lining Sewer Pump Stations 1000 LF of 36” DIP with Connection to a 72” 0 0 EMERGENCY INSTALLATION OF TWO (2) 54-INCH BUTTERFLY VALVES LOCATED AT WEST 4TH AVENUE (RED ROAD) AND WEST 83RD STREET AND WEST 2ND AVENUE AND WEST 13TH STREET Hialeah, Florida ROLE Ric-Man International served as the Prime DESCRIPTION OF THE SCOPE OF THE WORK The Project, including mobilization and demobilization, consists of installation of one (1) 54 - inch butterfly valve at West 2nd Avenue and south of West 14th Street and removal and replacement of one(1) 54-inch butterfly valve at West 4th Avenue and West 83rd Street; installation of Department furnished butterfly valves and adaptors; dewatering the main; excavation; sodding, cleaning and disinfection; and other appurtenant and miscellaneous items and work for a complete, satisfactory and functional installation of the project in Miami-Dade County, Florida. OWNER CLIENT PHONE EMAIL ADDRESS Miami Dade Water & Sewer Nelson Cespedes (786)552-8142 NCESP@miamidade.gov 4900 LeJeune Rd Coral Gables, FL GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Luis Hernandez – Superintendent Michael Jankowski- Asst. Super. CONSTRUCTION COST COMPLETION DATE $727,865.85 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Water Main Rear Easement Services Water Meters Connected Butterfly Valves 0 0 0 2 54-Inch Valves STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks Driveways Curb & Gutter Decorative Pavers No No No No Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes No No Yes Sanitary Manholes Gravity Sewer Sanitary Force Main Sewer Lining Sewer Pump Stations 0 0 Golf Village Water Main Improvements Sunrise, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of the replacement of aging potable water mains with new 6" (approx. 41,000lf) and 8" (approx. 3,700 lf) DIP water mains, valves, hydrants and services in the area described above, along with the abandonment of the existing water distribution system and appurtenances, site restoration and roadway milling and overlay OWNER CLIENT PHONE EMAIL ADDRESS City of Sunrise Guarionex De Los Santos (954) 572-2274 GDeLosSantos@Sunrisefl.gov 10770 W. Oakland Park Blvd Sunrise, FL 33351 GENERAL CONTRACTOR Ric-Man International, Inc. Michael Jankowsi - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $5.5 million $5.5 miilion 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No 575 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 44,000 lf of 6"-8" DIP 0 1025 120 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 112,000 SY No No No Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 Twin Lakes South Neighborhood Improvement Oakland Park, Florida ROLE Ric-Man International served as the Prime DESCRIPTION OF THE SCOPE OF THE WORK The project includes but is not limited Infrastructure improvements including drainage, sewer, paving, sidewalk landscaping, signing and FPL undergrounding. Twin South Neighborhood in the city of Oakland Park and bounded by Powerline Road, NW 16th Avenue, Prospect Road, and NW 14th Street. OWNER CLIENT PHONE EMAIL ADDRESS Broward County Pat MacGregor (954) pamacgregor@broward.org 2555 West Copans Road Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $4,032,144.45 2015 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No Yes yes 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 0 0 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks Driveways Curb & Gutter Decorative Pavers 450 30,000 LF 12,200 SY 2,200 LF Manholes Catch Basins Drainage Mains Pump Stations 9 57 8050 LF of 15”-30” RCP 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 10,000 SY Yes No 15,000 LF Sanitary Manholes Gravity Sewer Sanitary Force Main Sewer Lining Sewer Pump Stations 49 11,515 LF of 8-10” PVC 3547 LF of 6” DIP 0 1 SR 826 SECTION 5 PROJECT 48-INCH PCCP-NW 2ND AVE Miami, Florida ROLE Ric-Man International served as the Sub DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of 48" PCCP including restrained pipe, fittings, closures and connections to existing 48" PCCP. The path of the pipe was on NW 72nd Ave a 6-lane road with extreme heavy traffic. Several businesses existed along the path requiring difficult coordination and access at all times. The worked involved; critical demolition of existing PCCP, removing sewage from existing pipe, sheeting and shoring, extensive de-watering, deep excavations, installation of access manholes and air releases, dealing with heavy traffic, working on weekends, nights and multiple crews. Difficult utility support and crossings. The project had tight time restraints due to existing lines requiring minimal shut down period. We succeeded in completing the Installation and connection within the scheduled time frame. OWNER CLIENT PHONE EMAIL ADDRESS DOT/Miami Dade Water & Sewer Larry Goodwin/Pedro Vigil (786)295-3754 (305)205-5152 goodwin@miamidade.gov/vigilp@miamidade .gov 4900 LeJeune Rd Coral Gables, FL GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Luis Hernandez – Superintendent Michael Jankowski- Asst. Super. CONSTRUCTION COST COMPLETION DATE $521,573.48 2015 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 0 0 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks Driveways Curb & Gutter Decorative Pavers No No No No Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes No No Yes Sanitary Manholes Gravity Sewer Sanitary Force Main Sewer Lining Sewer Pump Stations 150 LF of 48” PCCP, 40 LF of 48” DIP 0 0 GARDEN ACRES INDUSTRIAL AREA SANITARY SEWER SYSTEM Oakland Park, Florida ROLE Ric-Man International served as the Prime DESCRIPTION OF THE SCOPE OF THE WORK The project encompassed but not limited to providing all design, labor and material and securing all required easements, for all aspects of the installation of a shallow sanitary sewer equipped with grinder pumps and service connections for individual properties in project area, that connects to the city’s existing sanitary sewer system.. OWNER CLIENT PHONE EMAIL ADDRESS City of Oakland Park Marion Loban (305)453-5804 3650 NE 12th Ave Oakland Park, FL 33334 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $699,960.95 2015 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes Yes yes 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 797 LF of 6-8” DIP 0 24 2 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks Driveways Curb & Gutter Decorative Pavers No No No No Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction No 1248 SY No 4200 SY Sanitary Manholes Gravity Sewer Sanitary Force Main Sewer Lining Sewer Pump Stations 49 11,515 LF of 8-10” PVC 3547 LF of 6” DIP 0 12 Cape Coral Area 3 Contract II Utilities Extension Project City of Cape Coral, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK The project consisted of potable water, irrigation, sanitary sewer, storm water drainage, and hardscape infrastructure improvements to a neighborhood composed of 844 homes and 2 bridges in Cape Coral, Florida. Potable water improvements included Installing 39,800 feet of 6- to 8- inch PVC water main with 438 services for 734 meters, 34 fire hydrants, and an aerial crossing. Irrigation improvements included installing 43,790 feet of reclaimed 4- to 16- inch irrigation mains with 498 irrigation services for 844 meters, as well as a 4- inch and a 16- inch aerial crossing. Storm water drainage improvements included installing, 5,200 feet of 15- to 36-Inch HDPE & PVC main, 400 feet of 12x18- to 24x38-Inch elliptical HDPE main, and 127 Inlet structures. Sanitary sewer improvements Included installing 41,100 feet of 8-inch PVC gravity sewer mains up to 16-feet deep including 98 manholes structures and 540 single and double services, 2 wastewater lift stations, and 5,620 feet of force main. Hardscape and landscape improvements included 100,000 square yards of roadway reconstruction and hardscape restoration, 95,000 square yards of swale reconstruction, and 11,700 square yards of driveways. OWNER CLIENT PHONE EMAIL ADDRESS City of Cape Coral Paul Clingham, Project Manager (239) 574-0464 pclingha@capecoral.net 1015 Cultural Park Blvd Cape Coral, FL 33990 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo, President Andres Diaz, Project Manager Luis Hernandez, Superintendent CONSTRUCTION COST $9.7 million COMPLETION DATE April, 2015 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project Conduit Residences Businesses No 0 844 homes Water Main Fire Hydrants Meters Water Services 39,800 LF (6-8 Inch PVC) 34 734 438 IRRIGATION STORM DRAINAGE Reclaimed Services Meters Aerial Crossing 43,790 LF (4- to 16- Inch) 498 844 4- inch and 16-inch Catch Basins Drainage Mains Elliptical HDPE main 127 Inlets 5,200 LF (15- to 36-inch HDPE & PVC) 400 LF LF (12x18 to 24x38- inch) ROADWAY SANITARY SEWER Roadway Reconstruction Swale Reconstruction Driveways Bridges 100,000 SY 95,000 SY 11,700 SY 2 Manholes Sewer Main Sanitary Laterals Lift Stations Forcemain 98 41,100 LF (8” PVC) 540 single and double 2 5,620 LF City of Weston Drainage Improvements City of Weston, FL ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK This neighborhood improvement project consisted of major storm water drainage infrastructure Improvements to 12 separate locations throughout the City of Weston, directly impacting over 1,400 residences and local businesses, specifically, replacing existing drainage mains at 8 separate sites and large diameter c ulvert pipes connecting canals beneath roads at 4 separate sites. Total drainage improvements include the installation of 8,500 feet of 15- to 72-inch CAP and RCP drainage mains and 400 feet of 53x93-inch CAP and RCP elliptical drainage main up to 14 feet deep, as well as 73 inlets and 34 manholes. Additional utility improvements included installing 60 feet of 8-inch ductile iron water main and 50 feet of 8-to 10-inch PVC gravity sewer main. Streetscape improvements included 15,900 square yards of milling and resurfacing, 800 square yards of sidewalk and driveway restoration, and 850 feet of curb and gutter. Landscape improvements included 15,000 square yards of swale reconstruction as well as protecting, removing, or relocating 180 trees and setting 2 tons of riprap. OWNER CLIENT PHONE EMAIL ADDRESS City of Weston John Flint, Project Manager (954) 385-2000 Jflint@westonfl.org 17200 Royal Palm Blvd Weston, FL 33326 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo, President Andres Diaz, Project Manager Michael Jankowski, Superintendent CONSTRUCTION COST $1.9 million COMPLETION DATE August 2014 CONSTRUCTION DETAILS SCOPE OF WORK DRAINAGE Design-Build Project Conduit Residences Businesses No No 1400 homes & businesses Drainage Mains Manholes Inlets 9,000 LF (15-72- inch CAP & RCP) 34 73 500 ROADWAY Milling & Resurfacing Striping 16,000 SY Northeast 38th Street Reconstruction City of Oakland Park, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK As part of an FDOT funded project, Ric-Man performed drainage, sewer, and roadway infrastructure improvements to the City of Oakland Park’s Northeast 38th St. from Northeast 11th Ave. to North Andrews Ave. Drainage construction included the installation of 1,400 feet of 18- to 48-inch RCP and 60 drainage structures. Utility construction included the demolition or abandonment of existing sanitary utilities and the installation of 450 feet of 6- to 10-inch PVC sewer main, 11 laterals, and 4 manholes; as well as 12,500 feet of telecom and electrical conduit. Roadway and landscape improvements included 17,800 square yards of road construction, 8,750 square yards of sidewalk & driveway construction, 1,300 square yards of decorative paver work, the planting or relocating of over 80 trees, as well as new landscape plantings and new irrigation. OWNER CLIENT PHONE EMAIL ADDRESS City of Oakland Park Ronald Desbrunes P.E., Project Manager (954) 630-4482 RonaldD@oaklandparkfl.gov 5399 North Dixie Highway, Suite 3 Oakland Park, FL 33334 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz P.E., Project Manager Luis Hernandez, Superintendent Paul R. Jankowski, Assistant Superintendent CONSTRUCTION COST $3.4 million COMPLETION DATE September, 2014 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project Conduit Residences Businesses No 12,500 LF (telecom & electric) 320 24 Water Main Fire Hydrants Rear Easement Services Water Services 200 LF 0 0 45 STREETSCAPE STORM DRAINAGE Trees Decorative Lighting Sidewalks & Driveways Curb & Gutter Decorative Pavers 82 Yes 8,750 SY 14,500 LF 1,300 SY Manholes & Catch Basins Drainage Mains Hydrodynamic separators Control Structures De-silt Existing Main 14 Manholes, 38 Catch Basins 1,400 LF (18”-48” RCP) 4 4 7,700 LF (24”-60” pipe) ROADWAY SANITARY SEWER Milling & Resurfacing Roadway Reconstruction Swale Reconstruction Signalization 17,800 SY 0 SY 9,200 SY Yes Manholes Sewer Main Sanitary Laterals Pump Stations 4 450 LF (6”-10” PVC) 11 0 Belvedere Homes Infrastructure Improvements, Phase 2 Palm Beach County Water Utilities Department ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of potable water, sanitary sewer, stormwater drainage, and hardscape Infrastructure improvements to a neighborhood of over 200 homes. Water improvements included the installation of 9,700 feet of 4- to 8-inch DIP and PVC water main with over 100 services and 16 fire hydrants. Sewer Improvements included installing of 8,800 feet of 4 -to 6-Inch PVC vacuum sewer main with 127 valve pits and service laterals. Drainage improvements included the installation of 3,000 feet of 15- to 42-inch RCP main up to 12 feet deep and 43 manholes and inlets. Hardscape improvements Included over 20,000 square yards of roadwork, over 24,000 square yards of swale reconstruction, and 9,000 square yards of existing sidewalk and driveway replacement. OWNER CLIENT PHONE EMAIL Palm Beach County WUD Joseph Tanacredi, P.E. Project Manager (561) 493-6000 jtanadcredi@pbcwater.com 8100 Forest Hill Boulevard West Palm Beach, FL 33413 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Michael Jankowski- Superintendent CONSTRUCTION COST $3.1 million COMPLETION DATE 2014 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design Build FPL Undergrounding Residences Businesses No No 218 0 Water Main Water Services Water Meters Fire Hydrants 9,700 LF (4"-8" DIP & PVC) 18 single & 100 double 0 16 ROADWAY Milling & Resurfacing Swale Reconstruction Roadway Reconstruction Streetscape Sidewalks Driveways 3,200 SY 24,000 SY 20,600 SY 3,300 SY 5,700 SY Storm Drainage Structures Drainage Mains Pump Stations Manholes Sanitary Sewer Vacuum Sewer Main Valve Pits Sewer Pits 43 3,000 LF(15"-42" RCP) 0 0 8,800 LF (4"-6" PVC) 127 127 City of Weston Force Main Improvements Project Areas 1, 3, 4, 5, and 6 City of Weston, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK This neighborhood improvement project consisted of stormwater drainage force main and streetscape improvements to 5 separate locations throughout the City of Weston, directly impacting several businesses and a school. Stormwater drainage improvements included the installation of 8,500 feet of 8- to 16-inch DIP force main and 15 48-inch manhole air- release valve structures, work that required 280 feet of directional drilling and 2 bore pits. Streetscape improvements included over14,000 square yards of milling & resurfacing, 270 square yards of sidewalk restoration, and 350 feet of curb & gutter. Landscape improvements included 7,800 square yards of swale reconstruction and 17,000 square yards of swale restoration. OWNER CLIENT PHONE EMAIL ADDRESS City of Weston John R. Flint, City Manager (954) 385-2000 jflint@westonfl.org 17200 Royal Palm Boulevard Weston, Florida 33326 GENERAL CONTRACTOR PERSONNEL Ric-Man International, Inc. Andres Diaz, Project Manager Michael Jankowski, Superintendent PROJECT COST $2.1 million COMPLETION DATE October 2014 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project N.I.P. Schools No Yes 1 Water Main Water Services Pump Station 0 0 0 STREETSCAPE STORMWATER FORCE MAIN Curb & Gutter Sidewalk Restoration 350 LF 270 SY Force Main Directional Drill Drainage Structures Tapping Sleeves 8,540 LF (8-16” DIP) 280 LF 15 manhole air-release valve 9 (up to 16x30” DIP) ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Swale Restoration 14,100 SY 7,800 SY 17,000 SY Sewer Main Sanitary Structures Pump Stations 0 0 0 REFERENCES Town of Surfside Utility Upgrade Project Randy Stokes - Asst. Director 954-494-7494 Email: rstokes@townofsurfsidefl.gov Broward County WWWS Alan Garcia, P.E. - Director 954-831-0973 Email: agarcia@broward.org Palm Beach Utilities Dept. Joseph Tanadredi, Project Manager 561-493-6088 Email: jtanacredi@pbcwater.com City of Plantation John Michael Perez, Project Manager 954-630-4475 Email: jmptm1@hotmail.com City of Miami Beach Sabrina Baglieri, Senior Project Coordinator 305-673-7091 Email: sabrinabaglieri@miamibeachfl.gov City of Sunrise Tim Welch, Utilities Director 954-888-6055 Twelch@sunrisefl.gov City of Coral Gables Peter Iglesias, Assistant City Manager 305-460-5204 Miami Dade Nelson Cespedes 786-552-8803 City of Weston Karl Thompson, Assistant City Manager 954-385-2000 kthompson@westonfl.org City of Miami Beach David Martinez, Capital Improvement Director 305-673-7091 Miami Dade Water & Sewer Department Alexis Valdes 786-299-9008 Email: Alexis.valdes@miamidade.gov 1/26/24, 2:57 PM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=RICMANI…1/3 Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed Event Effective Date Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Florida Profit Corporation RIC-MAN INTERNATIONAL, INC. Filing Information G48151 59-2300398 07/11/1983 FL ACTIVE AMENDMENT 09/21/1988 NONE Principal Address 1545 NW 27th Avenue Pompano Beach, FL 33069 Changed: 02/16/2017 Mailing Address 1545 NW 27th Avenue Pompano Beach, FL 33069 Changed: 02/16/2017 Registered Agent Name & Address JANKOWSKI, LISA M 1545 NW 27th Avenue Pompano Beach, FL 33069 Name Changed: 01/31/2011 Address Changed: 02/16/2017 Officer/Director Detail Name & Address Title President D C Florida Department of State 1/26/24, 2:57 PM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=RICMANI…2/3 JANKOWSKI, MICHAEL ROBERT 1545 NW 27th Avenue Pompano Beach, FL 33069 Title STD JANKOWSKI, LISA M 1545 NW 27th Avenue Pompano Beach, FL 33069 Title VP JANKOWSKI, PAUL C JR 1545 NW 27th Avenue Pompano Beach, FL 33069 Title Secretary DIAZ, ANDRES G 1545 NW 27th Avenue Pompano Beach, FL 33069 Annual Reports Report Year Filed Date 2021 04/26/2021 2022 01/25/2022 2023 04/24/2023 Document Images 04/24/2023 -- ANNUAL REPORT View image in PDF format 01/25/2022 -- ANNUAL REPORT View image in PDF format 04/26/2021 -- ANNUAL REPORT View image in PDF format 05/01/2020 -- ANNUAL REPORT View image in PDF format 04/30/2019 -- ANNUAL REPORT View image in PDF format 04/24/2018 -- ANNUAL REPORT View image in PDF format 02/16/2017 -- ANNUAL REPORT View image in PDF format 03/25/2016 -- ANNUAL REPORT View image in PDF format 04/17/2015 -- ANNUAL REPORT View image in PDF format 04/23/2014 -- ANNUAL REPORT View image in PDF format 02/06/2013 -- ANNUAL REPORT View image in PDF format 02/09/2012 -- ANNUAL REPORT View image in PDF format 01/31/2011 -- ANNUAL REPORT View image in PDF format 01/08/2010 -- ANNUAL REPORT View image in PDF format 03/20/2009 -- ANNUAL REPORT View image in PDF format 01/21/2008 -- ANNUAL REPORT View image in PDF format 03/21/2007 -- ANNUAL REPORT View image in PDF format 07/08/2006 -- ANNUAL REPORT View image in PDF format 04/26/2005 -- ANNUAL REPORT View image in PDF format 1/26/24, 2:57 PM Detail by Entity Name https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=RICMANI…3/3 03/12/2004 -- ANNUAL REPORT View image in PDF format 04/21/2003 -- ANNUAL REPORT View image in PDF format 04/01/2002 -- ANNUAL REPORT View image in PDF format 05/08/2001 -- ANNUAL REPORT View image in PDF format 02/09/2001 -- ANNUAL REPORT View image in PDF format 02/20/2000 -- ANNUAL REPORT View image in PDF format 04/29/1999 -- ANNUAL REPORT View image in PDF format 05/08/1998 -- ANNUAL REPORT View image in PDF format 04/08/1997 -- ANNUAL REPORT View image in PDF format 04/24/1996 -- ANNUAL REPORT View image in PDF format 04/26/1995 -- ANNUAL REPORT View image in PDF format Florida Department of State, Division of Corporations 5 YEAR LITIGATION Case Number Case Style Case Type Filing Date Case Status Access Level COSO21001873 Terracon Consultants Inc Plaintiff vs. RIC- Man International Inc Defendant * SC Damages >$2,500 - $5,000 2/24/2021 Disposed ANONYMOUS COCE21042392 ER Insurance Associates LLC Plaintiff vs. RIC-MAN INTERNATIONAL, INC., et al Defendant * CC Damages >$15,000 - $30,000 7/30/2021 Disposed ANONYMOUS CACE22009315 Norman Campbell, et al Plaintiff vs. City Of Lauderdale Lakes, et al Defendant Neg - Premises Liability Commercial 6/23/2022 Pending ANONYMOUS COCE23031629 Crown Castle Fiber LLC Plaintiff vs. Ric- Man International Inc Defendant * CC Damages >$15,000 - $30,000 4/6/2023 Disposed ANONYMOUS Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 31 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net BID FORM 1 DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue Sunny Isles Beach, FL 33160 OPENING: 11:00 A.M. FEBRUARY, 6, 2024 PLEASE QUOTE PRICES, LESS TAXES, FOR THE CITY OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach and City of North Miami Beach are exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: CITY OF SUNNY ISLES BEACH JOINTLY WITH CITY OF NORTH MIAMI BEACH Date Issued: 10/13/2023 This Bid Submittal Consists of Pages 30+ Sealed ITBs are subject to the Terms and Conditions of this ITB and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. RE-BID ITB 23-10-01 CENTRAL ISLAND DRAINAGE IMPROVEMENTS & WATERMAIN REPLACEMENT PROJECT A Bid Deposit in the amount of 10% of the total amount of the bid shall accompany all bids for each agency. City of North Miami Beach: The City allows bidders to submit bid security in the form of a certified check, cashier's check, an irrevocable letter of credit or surety bond payable to the City of North Miami Beach, Florida. A Performance Bond in the amount of 100% of the total amount of the bid will be required upon execution of the contract by the successful firm and City of Sunny Isles Beach PROCUREMENT MANAGER: FIRM NAME: GENESIS CUEVAS ________________________________________ RETURN ONE ELECTRONIC COPY (FLASHDRIVE) ONE ORIGINAL AND FOUR COPIES OF BID SUBMITTAL PAGES AND AFFIDAVITS FAILURE TO SIGN PAGE 32 OF SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NON-RESPONSIVE Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 32 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net Bid Title: ITB 23-10-01 RE-BID CENTRAL ISLAND DRAINAGE IMPROVEMENTS & WATERMAIN REPLACEMENT PROJECT THE UNDERSIGNED BIDDER PROPOSES AND AGREES, IF THIS BID IS ACCEPTED, TO ENTER INTO AN AGREEMENT WITH THE CITY OF SUNNY ISLES BEACH AND/OR THE CITY OF NORTH MIAMI BEACH TO PERFORM AND FURNISH ALL WORK AS SPECIFIED OR INDICATED IN THE CONTRACT DOCUMENTS FOR THE CONTRACT PRICE AND WITHIN THE CONTRACT TIME INDICATED IN THIS BID AND IN ACCORDANCE WITH THE OTHER TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS. The Bidder accepts all of the terms and conditions of the ITB and Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Bidder agrees to sign and submit the Agreement and other documents required by this RFP within ten days after the date of the City’s Notice of Award. IN SUBMITTING THIS ITB, THE BIDDER REPRESENTS, AS MORE FULLY SET FORTH IN THE AGREEMENT, THAT: The Bidder has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. The Bidder has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Bidder. This ITB is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; the Bidder has not solicited or induced any person, firm or corporation to refrain from Bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidders or over the City. The Contractor understands and agrees that the Bid is for unit prices to furnish and install individual Work Items for maintenance and/or repair work, complete in place. Estimates are provided for the purpose of Bid evaluation and to establish unit prices for individual Work Items for maintenance and/or repair work to be contracted by the City under individual Purchase Orders, based on the unit prices established under this Bid. The City and the successful Bidder will establish completion times for each individual Work Item and the successful Bidder agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. Exact Legal Company Name: ______________________________________________________________________ Business Name (dba), if any: _______________________________________________________________________ Street Address: _________________________________________________________________________________ Mailing Address (if different): ________________________________________________________________________ Telephone No.: ___________________________________________________________ Fax No.: _________________________________________________________________ Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 34 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net BID FORM 2 QUESTIONNAIRE 1. How many years has your organization been in business as an Underground Contractor? 2. List minimum of three (3) previous similar drainage projects, preferably from a public entity. Include: Project Name, Owner, Project Address, Contact person, Phone, Contract Amount, Date of Completion and Description of Work. 1. 2. 3. 3. Have you personally inspected the proposed work, are there any concerns that may impede your performance on this project? 4. Will you subcontract any part of this work? If so, give details such as the subcontractor’s name, address, phone number and type of work to be performed. Also, indicate the percentage of the total work to be performed by the subcontractor. 5. Who is the project manager? Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 35 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net 6. Are there any exceptions to any of the terms in this ITB, and outline what, if any, alternative is being offered. 7. Each Bidder must submit a list of three (3) references of Current and Past Customers, preferably government agencies of which they have provided services similar in scope and size of those described herein: 8. What is your staffing plan? Ability to show that the firm is fully qualified to deliver Professional Civil Engineering Services. Firm or individual must demonstrate to City staff its capabilities, qualifications, licenses, financial stability, adequacy of professional personnel, past record, references, experience and performance. 9. List current drainage construction projects that you are working on? 10. What is your estimated timeframe for the completion of this project? CONTRACTOR MUST ATTACH LICENSES, SUCH AS GENERAL CONTRACTOR’S LICENSE, TRAININGS AND CERTIFICATIONS OF CONTRACTOR AND SUBCONTRACTORS AND THE COMPANY’S CURRENT FINANCIAL STATEMENTS. Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 37 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net EXHIBIT A FEDERALLY REQUIRED CONTRACT PROVISIONS 1 Exhibit “A” This Exhibit is hereby incorporated by reference into the main solicitation. FEDERAL PROVISION RELATED TO GRANT FUNDS THAT MAY BE USED TO FUND THE SERVICES AND GOODS UNDER THIS SOLICATION This solicitation is or may become fully or partially Federally Grant funded. To the extent applicable, in accordance with Federal law, proposers shall comply with the clauses as enumerated below. Proposer shall adhere to any and all other applicable Federal Laws. Including, but not limited to, those set forth below, as well as those listed below, which are incorporated herein by reference: a.2 CFR. 25.110 b.2 CFR Part 170 (including Appendix A), 180, 200 (including Appendixes), and 3000 c.Executive Orders 12549 and 12689 d.41 CFR s. 60-1(a) and (d) e.Consolidated Appropriations Act, 2021, Public Law 116-260 related to salary limitations These cited regulations are hereby incorporated and made part of this Solicitation as if fully set forth herein. As stated above, this list is not all inclusive, any other requirement of law applicable in accordance with the Federal, State or grant requirements are also applicable and hereby incorporated into this Solicitation. If Proposer cannot adhere to or objects to any of the applicable federal requirements, Proposers proposal may be deemed by the City as unresponsive. The provisions in this exhibit are supplemental and in addition to all other provisions within the Procurement. In the event of any conflict between the terms and conditions of this Attachment and the terms and conditions of the remainder of the Procurement, the conflicting terms and conditions of this Exhibit shall prevail. However, in the event of any conflict between the terms and conditions of this Exhibit and the terms and conditions of any federal grant funding document provided specific to the funds being used to contract services or goods under this Procurement the conflicting terms and conditions of that document shall prevail. Drug Free Workplace Requirements (Drug-Free Workplace Act of 1988 (41 U.S.C. § 701 et seq.), 2 CFR § 182): To the extent applicable, proposer must comply with Federal Drug Free workplace requirements as Drug Free Workplace Act of 1988. Conflict of Interest (2 CFR § 200.112): The proposer must disclose in writing any potential conflict of interest to the City or pass-through entity in accordance with applicable Federal, County and/or City policies. Mandatory Disclosures (31 U.S.C. §§ 3799 – 3733): Proposer acknowledges that 31 U.S.C. Chapter 38 (Administrative Remedies for False Claims and Statements) applies to the Proposer’s actions pertaining to this solicitation. The Proposer must disclose in writing all violations of Federal criminal law involving fraud, bribery, or gratuity violations potentially affecting the Federal award. Utilization of Minority and Women Firms (M/WBE) (2 CFR § 200.321): The Proposer must take all necessary affirmative steps to assure that minority businesses, women’s business enterprises, and labor surplus area firms are used when possible, in accordance with 2CFR 200.321. If 2 subcontracts are to be let, prime proposer will require compliance by all sub-contractors. Prior to contract award, the proposer shall document efforts to utilize M/WBE firms including what firms were solicited as suppliers and/or subcontractors as applicable and submit this information with their bid submittal. Information regarding certified M/WBE firms can be obtained from: Florida Department of Management Services (Office of Supplier Diversity) Florida Department of Transportation Minority Business Development Center in most large cities and Local Government M/DBE programs in many large counties and cities Equal Employment Opportunity (As per 2 CFR Part 200, Appendix II(C); 41 CFR § 61-1.4; 41 CFR § 61-4.3; Executive Order 11246 as amended by Executive Order 11375): During the performance of this Contract, the proposer agrees as follows: (1) The Proposer will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Proposer will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identify, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff, or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Proposer agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause; (2) The Proposer will, in all solicitations or advertisements for employees placed by or on behalf of the Proposer, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, or national origin; (3) The Proposer will send to each labor union or representative of workers with which it has a collective bargaining Contract or other contract or understanding, a notice to be provided advising the said labor union or workers’ representatives of the Proposer’s commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment; (4) The Proposer will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor; (5) The Proposer will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.; (6) In the event of the Proposer’s noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Proposer may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.; (7) Proposer will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Proposer will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for 3 noncompliance: Provided, however, that in the event a Proposer becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Proposer may request the United States to enter into such litigation to protect the interests of the United States. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246). SEE EXHIBIT H TO THE ITB FOR THE COMPLETE NOTICE Davis-Bacon Act (40 U.S.C. §§ 3141-3144 and 3146-3148, as supplemented by 29 CFR Part 5): If applicable to this solicitation, the proposer agrees to comply with all provisions of the Davis Bacon Act as amended (40 U.S.C. 3141-3148). Proposers are required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. If the grant award contains Davis Bacon provisions, the City will place a copy of the current prevailing wage determination issued by the Department of Labor in the solicitation document. The decision to award a contract shall be conditioned upon the acceptance of the wage determination. Copeland Anti Kick Back Act (40 U.S.C. § 3145 as supplemented by 29 CFR Part 3): If applicable to this Solicitation, proposer shall comply with all the requirements of 18 U.S.C. § 874, 40 U.S.C. § 3145, 29 CFR Part 3 which are incorporated by reference to this solicitation. Proposers are prohibited from inducing by any means any person employed in the construction, completion or repair of public work to give up any part of the compensation to which he or she is otherwise entitled. Contract Work Hours and Safety Standards Act (40 U.S.C. 3701–3708 as supplemented by 29 CFR Part 5): All contracts awarded in excess of $100,000 that involve the employment of mechanics or laborers must be in compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, each contractor is required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. Clean Air Act (42 U.S.C. 7401–7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251–1387, as amended): Proposer agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401–7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251–1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). Debarment and Suspension (2 CFR part 180, Executive Orders 12549 and 12689): Proposer certifies that it and its principals, if applicable, are not presently debarred or suspended by any 4 Federal department or agency from participating in this transaction. Proposer now agrees to verify, to the extent applicable that for each lower tier subcontractor that exceeds $25,000 as a “covered transaction” under the Services to be provided is not presently disbarred or otherwise disqualified from participating in the federally assisted services. The proposer agrees to accomplish this verification by: (1) Checking the System for Award Management at website: http://www.sam.gov; (2) Collecting a certification statement similar to the Certification of Offeror /Bidder Regarding Debarment, herein; (3) Inserting a clause or condition in the covered transaction with the lower tier contract. Byrd Anti-Lobbying Amendment (31 U.S.C. 1352): Proposer must file the required certification, attached to the procurement. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award. The contractor shall certify compliance. Rights to Inventions Made Under a Contract or Agreement (37 CFR Part 401): Please contact the City for further information related to the applicable standard patent rights clauses. Procurement of Recovered Materials (2 CRF 200.323 and 40 CFR Part 247): Proposer must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. Access to Records and Reports: Proposer will make available to the City’s granting agency, the granting agency’s Office of Inspector General, the Government Accountability Office, the Comptroller General of the United States, State of Florida, the City, or any of their duly authorized representatives any books, documents, papers or other records, including electronic records, of the contractor that are pertinent to the City’s grant award, in order to make audits, investigations, examinations, excerpts, transcripts, and copies of such documents. The right also includes timely and reasonable access to the contractor’s personnel during normal business hours for the purpose of interview and discussion related to such documents. This right of access shall continue as long as records are retained. Record Retention (2 CFR § 200.33): Proposer will retain of all required records pertinent to this contract for a period of three years, beginning on a date as described in 2 C.F.R. §200.333 and retained in compliance with 2 C.F.R. §200.333. 5 Federal Changes: Proposer shall comply with all applicable Federal agency regulations, policies, procedures and directives, including without limitation those listed directly or by reference, as they may be amended or promulgated from time to time during the term of any awarded contract. Termination for Default (Breach or Cause): If Contractor does not deliver supplies in accordance with the contract delivery schedule, or, if the contract is for services, the Contractor fails to perform in the manner called for in the contract, or if the Contractor fails to comply with any other provisions of the contract, the City may terminate the contract for default. Termination shall be effected by serving a notice of termination on the contractor setting forth the manner in which the Contractor is in default. The contractor will only be paid the contract price for supplies delivered and accepted, or services performed in accordance with the manner of performance set forth in the contract. Termination for Convenience: Any Awarded Contract may be terminated by the City in whole or in part at any time, upon ten (10) days written notice. If the Contract is terminated before performance is completed, the Contractor shall be paid only for that work satisfactorily performed for which costs can be substantiated. Safeguarding Personal Identifiable Information (2 CFR § 200.82): Proposers will take reasonable measures to safeguard protected personally identifiable information and other information designated as sensitive by the awarding agency or is considered sensitive consistent with applicable Federal, state and/or local laws regarding privacy and obligations of confidentiality. Prohibition On Utilization Of Cost Plus A Percentage Of Cost Contracts (2 CFR Part 200): The City will not award contracts containing Federal funding on a cost-plus percentage of cost basis. Energy Policy and Conservation Act (43 U.S.C. § 6201 and 2 CFR Part 200 Appendix II (H): Proposer shall comply with mandatory standards and policies relating to energy efficiency, stating in the state energy conservation plan issued in compliance with the Energy Policy and Conservation act. (Pub. L. 94-163, 89 Stat. 871) [53 FR 8078, 8087, Mar. 11, 1988, as amended at 60 FR 19639, 19645, Apr. 19, 1995]. Proposer will comply with the requirements of Section 106(g) of the Trafficking Victims Protection Act (TVPA) of 2000, as amended (22 U.S.C. 7104) which prohibits Proposer from (1) engaging in severe forms of trafficking in persons during the period of time that the resulting contract is in effect; (2) procuring a commercial sex act during the period of time that the resulting contract is in effect; or (3) using forced labor in the performance of the contracted services under a resulting contract. A resulting contract may be unilaterally terminated immediately by the City for Consultant’s violating this provision, without penalty. Domestic Preference For Procurements (2 CFR § 200.322): As appropriate and to the extent consistent with law, to the greatest extent practicable when using federal funds for the services provided in a resulting contract, shall provide a preference for the purchase, acquisition, or use of goods and products or materials produced in the United States. Buy America (Build America, Buy America Act (Public Law 117-58, 29 U.S.C. § 50101. Executive Order 14005): All iron, steel, manufactured products and construction materials used under a 6 federally grant funded project must be produced in the United States. Additional requirements may apply depending on the Federal Granting Agency provisions, please check with the City for further details. Proposers shall be required to submit a completed Buy America Certificate with this procurement, an incomplete certificate may deem the proposers submittal non-responsive. Prohibition On Certain Telecommunications And Video Surveillance Services Or Equipment (2 CFR § 200.216): Proposer and any subcontractors are prohibited to obligate or spend grant funds to: (1) procure or obtain, (2) extend or renew a contract to procure or obtain; or (3) enter into a contract to procure or obtain equipment, services, or systems that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. As described in Pub. L. 115-232, section 889, covered telecommunications equipment is telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). i. For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities). ii. Telecommunications or video surveillance services provided by such entities or using such equipment. iii. Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise, connected to the government of a covered foreign country. Enhanced Whistleblower Protections (41 U.S.C. § 4712): An employee of Proposer and/or its subcontractors may not be discharged, demoted, or otherwise discriminated against as a reprisal for disclosing to a person or body described in 42 U.S.C. § 4712(a)(2) information that the employee reasonably believes is evidence of gross mismanagement of a Federal contract or grant, a gross waste of Federal funds, an abuse of authority relating to a Federal contract or grant, a substantial and specific danger to public health or safety, or a violation of law, rule, or regulation related to a Federal contract (including the competition for or negotiation of a contract) or grant. Federal Funding Accountability and Transparency Act (FFATA) (2 CFR § 200.300; 2 CFR Part 170): In accordance with FFATA, the Proposer shall, upon request, provide the City the names and total compensation of the five most highly compensated officers of the entity, if the entity in the preceding fiscal year received 80 percent or more of its annual gross revenues in federal awards, received $25,000,000 or more in annual gross revenues from federal awards, and if the public does not have access to information about the compensation of the senior executives of the entity through periodic reports filed under section 13(a) or 15(d) of the Securities Exchange Act of 1934 or section 6104 of the Internal Revenue Code of 1986. Federal Awardee Performance and Integrity Information System (FAPIIS)( The Duncan Hunter National Defense Authorization Act of 2009 (Public Law 110-417 and 2 CFR Part 200 Appendix XII)): The Proposer shall update the information in the Federal Awardee Performance and Integrity Information System (FAPIIS) on a semi-annual basis, throughout the life of this contract, by posting the required information in the System for Award Management via https://www.sam.gov. Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 47 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net EXHIBIT H WORKFORCE COMMUNITY PLAN Workforce Continuity Plan Exhibit H Table of Contents Section 1: Ensuring ready access to a sufficient supply of appropriately skilled and unskilled labor to ensure high-quality construction throughout the life of the project, including a description of any required professional certifications and/or in-house training. ....................... 3 Section 2: Minimizing risks of labor disputes and disruptions that would jeopardize timeliness and cost-effectiveness of the project. ................................................................................ 4 Section 3: Providing a safe and healthy workplace that avoids delays and costs associated with workplace illnesses, injuries and fatalities, including descriptions of safety training, certification, and/or license requirements for all relevant workers. ............................................... 5 Section 4: Wages and benefits for workers – how project workers will be paid such that an appropriately skilled workforce will be obtained. ............................................................................ 6 Section 5: Project Labor Agreement .................................................................................................... 7 As a condition of funding set forth by the grantor agency to this contract, the Prime contractor must develop a Workforce Continuity Plan containing five areas of content. These areas cover the Prime contractor’s plan to ensure access to labor, minimize labor disputes, provide a safe and healthy workplace, how wages will secure an appropriately skilled workforce, and whether a project labor agreement exists. Section 1: Ensuring ready access to a sufficient supply of appropriately skilled and unskilled labor to ensure high-quality construction throughout the life of the project, including a description of any required professional certifications and/or in-house training. Please provide estimates of staff needed for the present project, how staffing needs are met, associated certifications, and trainings offered. Section 2: Minimizing risks of labor disputes and disruptions that would jeopardize timeliness and cost-effectiveness of the project. Please provide a history of any labor disputes on past projects, how they were resolved, and lessons learned. In the absence of prior labor disputes, please provide measures for minimizing labor disputes for the present project. Section 3: Providing a safe and healthy workplace that avoids delays and costs associated with workplace illnesses, injuries and fatalities, including descriptions of safety training, certification, and/or license requirements for all relevant workers. Please describe all OSHA safety measures taken to ensure a healthy and safe workplace, as well as all other trainings, certifications, or license requirements. Section 4: Wages and benefits for workers – how project workers will be paid such that an appropriately skilled workforce will be obtained. Please describe prevailing wage rates that will be paid at or above Davis-Bacon minima, by labor classification. Provide answers as narrative, and as data entered in the below table. Table 1: Wage Rates for Attracting Workforce Position Wage and Benefit Rate to be paid Davis Bacon Wage + Benefit Rate Wage Rates can be found at the US Government, Sam.gov website Davis-Bacon 1-page FAQ for contractors at this link. Section 5: Project Labor Agreement Please describe if the project will include any project labor agreements, such as those detailed by 29 U.S.C. 158(f): (f)AGREEMENT COVERING EMPLOYEES IN THE BUILDING AND CONSTRUCTION INDUSTRY It shall not be an unfair labor practice under subsections (a) and (b) of this section for an employer engaged primarily in the building and construction industry to make an agreement covering employees engaged (or who, upon their employment, will be engaged) in the building and construction industry with a labor organization of which building and construction employees are members (not established, maintained, or assisted by any action defined in subsection (a) as an unfair labor practice) because (1) the majority status of such labor organization has not been established under the provisions of section 159 of this title prior to the making of such agreement, or (2) such agreement requires as a condition of employment, membership in such labor organization after the seventh day following the beginning of such employment or the effective date of the agreement, whichever is later, or (3) such agreement requires the employer to notify such labor organization of opportunities for employment with such employer, or gives such labor organization an opportunity to refer qualified applicants for such employment, or (4) such agreement specifies minimum training or experience qualifications for employment or provides for priority in opportunities for employment based upon length of service with such employer, in the industry or in the particular geographical area: Provided, That nothing in this subsection shall set aside the final proviso to subsection (a)(3): Provided further, That any agreement which would be invalid, but for clause (1) of this subsection, shall not be a bar to a petition filed pursuant to section 159(c) or 159(e) of this title. ☐ Yes, In addition to this workforce continuity plan, there is a project labor agreement ☐ No, there is no project labor agreement Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 50 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net AFFIDAVITS CITY OF SUNNY ISLES BEACH PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach _____________ by____________________________________________________________________________ [print individual’s name and title] for____________________________________________________________________________ [print name of entity submitting sworn statement] whose business address is: _______________________________________________________________________________ _______________________________________________________________________________ and (if applicable) its Federal Employer Identification number (FEIN) is_____________________. (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:_________________________________.) 11.2. 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 with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4. I understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair DECEMBER 28, 2010 9 OF 10 PERFORMANCE BOND City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 FORM OF PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That, pursuant to the requirements of Florida Statute 255.05, we, ___________________________________________________________, as Principal, hereinafter called Contractor, and ________________________, as Surety, are bound to the City of Sunny Isles Beach, Florida, as Obligee, hereinafter called City, in the amount of ________________________________ Dollars ($ _____________) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No, awarded the day of , 20 , with in accordance with contract documents prepared by the City of Sunny Isles Beach, which Contract is by reference made a part hereof, and is hereafter referred to as the Contract; THE CONDITION OF THIS BOND is that if the Contractor: 1.Fully performs the Contract between the Contractor and the City for services described within (Bid No. _______________) within calendar days after the date of Contract commencement as specified in the Notice to Proceed and in the manner prescribed in the Contract; and 2.Indemnifies and pays City all losses, damages (specifically including, but not limited to, damages for delay and other consequential damages caused by or arising out of the acts, omissions or negligence of Contractor), expenses, costs and attorney's fees including attorney's fees incurred in appellate proceedings, that City sustains because of default by Contractor under the Contract; and 3.Upon notification by the City corrects any and all defective or faulty Work or materials which appear within one and one half (1 1/2) years, and: 4.Performs the guarantee of all Work and materials furnished under the Contract for the time specified in the Contract, then this Bond is void, otherwise it remains in full force. Whenever Contractor shall be, and declared by City to be, in default under the Contract, the City having performed City’s obligations there under, the Surety may promptly remedy the default, or shall promptly: 4.1. Complete the Contract in accordance with its terms and conditions; or 4.2. Obtain a Bid or Bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the best, lowest, qualified, responsible and responsive Proposers, or, if the City elects, upon determination by the City, and Surety jointly of the best, lowest, qualified, responsible and responsive Proposers, arrange for a Contract between such Proposers and City, and make available as Work progresses (even though there should be a default or a succession of defaults under the Contract or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price." as used in this paragraph, shall mean the total amount payable by City to Contractor under the Contract and any amendments thereto, less the amount properly paid by City to Contractor. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the City named herein. 10 of 10 The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Surety's obligation under this Bond. Signed and sealed this day of , 20 . WITNESS: BY: (Name of Corporation) _________________________ Secretary (Signature) (CORPORATE SEAL) (Type Name and Title Signed Above) IN THE PRESENCE OF; INSURANCE COMPANY: BY: *Agent and Attorney-in-Fact *(Power of Attorney must be attached) (Address) ______________________________ (City/State/Zip Code) ______________________________ (Telephone) STATE OF FLORIDA COUNTY OF _________________________ The foregoing instrument was acknowledged before me this _____ day of __________________, 20____, by _________________________________________________________ [name of person], as __________________________________ [type of authority], for ________________________________ [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: ______________________________________ Signature: Notary Public – State of Florida ______________________________________ Print or Type Commissioned Name Personally Known __________ OR Produced Identification __________ Type of Identification Produced ________________________________ INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with a covered Federal action. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information. 1.Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action. 2.Identify the status of the covered Federal action. 3.Identify the appropriate classification of this report. If this is a followup report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity for this covered Federal action. 4.Enter the full name, address, city, State and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. 5.If the organization filing the report in item 4 checks “Subawardee,” then enter the full name, address, city, State and zip code of the prime Federal recipient. Include Congressional District, if known. 6.Enter the name of the federal agency making the award or loan commitment. Include at least one organizational level below agency name, if known. For example, Department of Transportation, United States Coast Guard. 7.Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments. 8.Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitations for Bid (IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Included prefixes, e.g., “RFP -19-90- 001.” 9.For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5. 10.(a) Enter the full name, address, city, State and zip code of the lobbying registrant under the Lobbying Disclosure Act of 1995 engaged by the reporting entity identified in item 4 to influence the covered Federal action. (b)Enter the full names of the individual(s) performing services, and include full address if different from 10(a). Enter L ast Name, First Name, and Middle Initial (MI). 11.The certifying official shall sign and date the form, print his/her name, title, and telephone number. According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB control Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, DC 20503 Approved by OMB 0348-0046 Disclosure of Lobbying Activities Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 (See reverse for public burden disclosure) 1.Type of Federal Action: a.contract ____ b. grant c.cooperative agreement d.loan e.loan guarantee f.loan insurance 2.Status of Federal Action: a.offer/application _____ b. initial award c.post-award 3.Report Type: a.initial filing _____ b. material change For material change only: Year _______ quarter _______ Date of last report___________ 4.Name and Address of Reporting Entity: ____ Prime _____ Subawardee Tier______, if Known: Congressional District, if known: 5.If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime: Congressional District, if known: 6.Federal Department/Agency:7.Federal Program Name/Description: CFDA Number, if applicable: ____________ 8.Federal Action Number, if known:9.Award Amount, if known: $ 10.a. Name and Address of Lobbying Registrant (if individual, last name, first name, MI): b.Individuals Performing Services (including address if different from No. 10a) (last name, first name, MI): 11.Information requested through this form is authorized by title 31 U.S.C. section 1352. This disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to the Congress semi-annually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Signature: __________________________________ Print Name: _____ Title: _____ Telephone No.: ____________ Date: _______ Federal Use Only Authorized for Local Reproduction Standard Form -LLL (Rev. 7-97) Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 51 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net AFFIDAVITS/FORMS CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH AFFIDAVITS The must be completed by an official having legal authorization to contractually bind the company or firm. Each signature represents a binding commitment upon the Bidder to provide the goods and/or services offered to the City if the Bidder is determined to be the most responsive and responsible Bidder. 5.1 Drug Free Workplace Program 5.2 Solicitation, Giving, and Acceptance of Gifts Policy 5.3 Indemnification Clause 5.4 Sworn Statement pursuant to section 287.133(3)(a) Florida Statutes on Public Entity Crimes 5.5 Anti-Kickback Affidavit 5.6 Non-Collusive Affidavit 5.7 Bidder Questionnaire 5.8 Trench Safety Act Compliance 5.9 E-Verify Affirmation Statement 5.10 Living Wage 5.11 Contract Provisions for Non-Federal Entity Contracts Under Federal Awards 5.7 BIDDER QUESTIONNAIRE The completed Vendor Questionnaire should be submitted with the solicitation response. If a response requires additional information, the Vendor should upload a written detailed response; each response should be numbered to match the question number. The completed questionnaire and attached responses will become part of the procurement record. It is imperative that the person completing the form be knowledgeable about the proposing Vendor’s business and operations. 1. Legal business name: 2. Doing Business As/Fictitious Name (if applicable): 3. Federal Employer I.D. no. (FEIN): 4. Dun and Bradstreet No.: 5. Website address (if applicable): 6. Principal place of business address: ): 7. Office location responsible for this project: 8. 8. Telephone no.: Fax no.: 9. Type of business (check appropriate box): Corporation (specify the state of incorporation): Sole Proprietor Limited Liability Company (LLC) Limited Partnership General Partnership (State and County filled in) Other – Specify 10. AUTHORIZED CONTACT(S) FOR YOUR FIRM: Name: Title: E-mail: Telephone No.: Name: Title: E-mail: Telephone No.: 11. List name and title of each principal, owner, officer, and major shareholder: a) b) c) d) 12. Affiliated Entities of the Principal(s): List the names and addresses of “affiliated entities” of the Vendor’s principal(s) over the last five (5) years (from the solicitation opening deadline) that have acted as a prime Vendor with the C ity. Affiliated entities of the principal(s) are those entities related to the vendor by the sharing of stock or other means of control, including but not limited to a subsidiary, parent or sibling entity. a) b) c) d) 13. Has your firm, its principals, officers or predecessor organization(s) been debarred or suspended by any government entity within the last three years? If yes, specify details in an attached written response. Yes No 14. Has your firm, its principals, officers or predecessor organization(s) ever been debarred or suspended by any government entity? If yes, specify details in an attached written response, including the reinstatement date, if granted. Yes No 15. Specify the type of services or commodities your firm offers: 16. How many years has your firm been in business while providing the services and/or products offered within this solicitation? 17. Is your firm’s business regularly engaged in and routinely selling the product(s) or services offered within this solicitation? Yes No 18. Does your firm affirm that it is currently authorized by the manufacturer as a dealer/seller of the product(s) offered herein, and warranty offered is the manufacturer’s warranty with the City recorded as the original purchaser? The City reserves the right to verify prior to a recommendation of award. Yes No 19. Has your firm ever failed to complete any services and/or delivery of products during the last three (3) years? If yes, specify details in an attached written response. Yes No 20. Is your firm or any of its principals or officers currently principals or officers of another organization? If yes, specify details in an attached written response. Yes No 21. Have any voluntary or involuntary bankruptcy petitions been filed by or against your firm, its parent or subsidiaries or predecessor organizations during the last three years? If yes, specify details in an attached written response. Yes No 22. Has your firm’s surety ever intervened to assist in the completion of a contract or have Performance and/or Payment Bond claims been made to your firm or its predecessor’s sureties during the last three years? If yes, specify details in an attached a written response, including contact information for owner and surety company. Yes No 23. If requested, will your firm extend the same price, terms and conditions to other governmental entities during the period covered by this contract? Yes No Questions 24 - 27 are only applicable to service contracts or a construction contracts (repair, maintain or furnish and install) solicitations: 24. What similar on-going contracts is your firm currently working on? If additional space is required, provide on separate sheet . 25. Has your firm completely inspected the project site(s) prior to submitting response? Yes No 26. Will your firm need to rent or purchase any equipment for this contract? If yes, please specify details in an attached a written response. Yes No 27. What equipment does your firm own that is available for this contract? 28. Indicate registration, license numbers or certificate numbers for the businesses or professions, which are the subject of this ITB. Please attach certificate of competency and/or State registration. 29. Firm has attached a current Certificate of Liability Insurance? Yes No 30. If requested, will your firm extend the same price, terms and conditions to other governmental entities during the period covered by this contract? Check one: Yes No 31. Provide at least three (3) individuals, corporations, agencies, or institutions for which your firm has completed work of a similar nature or in which your firm sold similar commodities in the past three (3) years. Contact persons shall have personal knowledge of the referenced project/contract. If any of the following references are inaccessible or not relevant, additional references may be requested by the City. Reference 1: Scope of Work: Contract/Project Title: Agency: Contact Name/Title: Contact Telephone: Email: Contract/Project Dates (Month and Year): ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (b) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (c) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information. (d) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (e) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (f) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (g) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (h) The contractor will include the portion of the sentence immediately preceding paragraph (a) and the provisions of paragraphs (a) through (h) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. 4. Davis-Bacon and Copeland Anti-Kickback Acts. If this purchase order or contract involves a construction project over $2,000, the CONTRACTOR agrees to comply with Davis-Bacon and Copeland Act requirements at 40 USC 3141, et seq., and 18 USC 874. The Acts apply to construction contracts and subcontracts that “at least partly are financed by a loan or grant from the Federal Government and, for the purposes of the Acts, include “actual construction, alteration and/or repair, including painting and decorating.” The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11) and are enumerated at 29 CFR 5.5a. In accepting this order or contract, the CONTRACTOR further agrees to include a similar requirement in all subcontracts financed in whole or in part. 5. Contract Work Hours and Safety Standards Act Requirements. If the solicitation exceeds $100,000 and involve the employment of mechanics or laborers, the CONTRACTOR agrees to comply with the Contract Work Hours and Safety Standards Act, codified at 40 USC 3701, et seq, as supplemented by the Department of Labor regulations at 29 C.F.R. part 5. The CONTRACTOR also agrees to include a similar requirement in all subcontracts. “Compliance with the Contract Work Hours and Safety Standards Act. (a) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (b) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (b)(1) of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (b)(1) of this section, in the sum of $27 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of this section. (c) Withholding for unpaid wages and liquidated damages. The (insert name of grant recipient or subrecipient) shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b)(2) of this section. (d) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b)(1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (b)(1) through (4) of this section.” 6. Clean Air. The Clean Air requirements apply to all contracts exceeding $150,000, including indefinite quantities where the amount is expected to exceed $150,000 in any year. The CONTRACTOR agrees to comply with the Clean Air Act (42 U.S.C. §§ 7401 – 7671q.), as amended-contracts and subgrants of amounts in excess of $150,000 must contain a provision that requires the non-Federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. §§ 7401 – 7671q). The CONTRACTOR agrees to include the above clause in each subcontract related in whole or in part with this contract. 7. Clean Water. If this solicitation is valued at $150,000 or more, the CONTRACTOR agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 USC 1251 et seq. The CONTRACTOR agrees to report each violation to the CITY and agrees that the CITY will, in turn, report each violation as required to assure notification to the CITY and the appropriate EPA regional office. The CONTRACTOR agrees to include the above clause in each subcontract related in whole or in part with this contract. 8. Government-wide Debarment and Suspension If this contract or purchase order has a value of $25,000 or more, this contract or purchase order is a covered transaction for purposes of 2 C.F.R. Part 180 and 2 C.F.R. Part 3000. As such, the contractor is required to verify that none of the contractor’s principals (defined at 2 C.F.R. § 180.995) or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935). The contractor must comply with 2 C.F.R. Part 180, subpart C and 2C.F.R. Part 3000, subpart C, and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. This certification is a material representation of fact relied upon by (insert name of recipient/subrecipient/applicant). If it is later determined that the contractor did not comply with 2 C.F.R. Part 180, subpart C and 2 C.F.R. Part 3000, subpart C, in addition to remedies available to (insert name of recipient/subrecipient/applicant), the federal government may pursue available remedies, including but not limited to suspension and/or debarment. The bidder or proposer agrees to comply with the requirements of 2 C.F.R. Part 180, subpart C and 2 C.F.R. Part 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions.” 9. Byrd Anti-Lobbying Amendment Contractors who apply or bid for an award of more than $100,000 shall file the required certification. Each tier certifies to the tier above that it will not and has not used federally appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, officer or employee of Congress, or an employee of a Member of Congress in connection with obtaining any federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the recipient who in turn will forward the certification(s) to the federal awarding agency.” 10. Procurement of Recovered Materials In the performance of this contract or purchase order, the Contractor shall make maximum use of products containing recovered materials that are EPA-designated items unless the product cannot be acquired—Competitively within a timeframe providing for compliance with the contract performance schedule; Meeting contract performance requirements; or at a reasonable price. Information about this requirement, along with the list of EPA-designated items, is available at EPA’s Comprehensive Procurement Guidelines webpage: https://www.epa.gov/smm/comprehensive- procurement-guideline-cpg-program The Contractor also agrees to comply with all other applicable requirements of Section 6002 of the Solid Waste Disposal Act.” 11. Prohibition on Contracting for Covered Telecommunications Equipment or Services Prohibitions. (a) Section 889(b) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. No. 115- 232, and 2 C.F.R. § 200.216 prohibit the head of an executive agency on or after Aug.13, 2020, from obligating or expending grant, cooperative agreement, loan, or loan guarantee funds on certain telecommunications products or from certain entities for national security reasons. (b) Unless an exception in paragraph (c) of this clause applies, the contractor and its subcontractors may not use grant, cooperative agreement, loan, or loan guarantee funds from the Federal Emergency Management Agency to: i. Procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system. ii. Enter into, extend, or renew a contract to procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system. iii. Enter into, extend, or renew contracts with entities that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system; or iv. Provide, as part of its performance of this contract, subcontract, or other contractual instrument, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. (c) Exceptions. This clause does not prohibit contractors from providing— (i) A service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or (ii) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles. (2) By necessary implication and regulation, the prohibitions also do not apply to: (i) Covered telecommunications equipment or services that: i. Are not used as a substantial or essential component of any system; and ii. Are not used as critical technology of any system. (ii) Other telecommunications equipment or services that are not considered covered telecommunications equipment or services. (d) Reporting requirement. (1) In the event the contractor identifies covered telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, or the contractor is notified of such by a subcontractor at any tier or by any other source, the contractor shall report the information in paragraph (d)(2) of this clause to the recipient or subrecipient, unless elsewhere in this contract are established procedures for reporting the information. (2) The Contractor shall report the following information pursuant to paragraph (d)(1) of this clause: (i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; supplier unique entity identifier (if known); supplier Commercial and Government Entity (CAGE) code (if known); brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended. (ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause: Any further available information about mitigation actions undertaken or recommended. In addition, the contractor shall describe the efforts it undertook to prevent use or submission of covered telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or services. (e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments.” 12. Domestic Preferences for Procurements Domestic Preference for Procurements As appropriate, and to the extent consistent with law, the contractor should, to the greatest extent practicable, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States. This includes, but is not limited to iron, aluminum, steel, cement, and other manufactured products. For purposes of this clause: Produced in the United States means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, Page 1 CONTRACT OR PURCHASE ORDER # _____ City of North Miami Beach REVISED February 11, 2022 CONTRACT PROVISIONS FOR NON-FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS All purchases for goods, services, construction or repairs to be provided as a result of contract or purchase order, are funded, in whole or in part, by Federal assistance in the form of grant, sub‐grant, loan or reimbursement either directly to the CITY as a recipient or as a subrecipient of funding provided from the Federal government to an agency of the State of Florida or to another pass‐through agency, the following Federal provisions shall apply pursuant to 2 CFR § 200.326 and 2 CFR Part 200, Appendix II, as applicable. GENERAL CONDITIONS 1. No Government Obligation to Third Parties. The CONTRACTOR agrees that, notwithstanding any concurrence by the Federal Government in or approval of the solicitation or award of the underlying Contract, absent the express written consent by the Federal Government, the Federal Government is not a party to this Contract and shall not be subject to any obligations or liabilities to the Recipient, CONTRACTOR, or any other party (whether or not a party to that contract) pertaining to any matter resulting from the underlying Contract. The CONTRACTOR agrees to include the above clause in each subcontract related in whole or in part with this contract. 2. Termination for Convenience or Default. If this solicitation is valued at $10,000 or greater (with the exception of contracts with nonprofit organizations and institutions of higher education, for which the applicable threshold is $100,000), the CITY may terminate the contract, in whole or in part, at any time by written notice to the CONTRACTOR when it is in the Government’s best interest. The CONTRACTOR shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The CONTRACTOR shall promptly submit its termination claim to the CITY. If the CONTRACTOR has any property in its possession belonging to the CITY, the CONTRACTOR will account for the same, and dispose of it in the manner the CITY directs. If the CONTRACTOR fails to deliver supplies or to perform the services within the time specified in the contract or any extension, or if the CONTRACTOR fails to comply with any other provisions of the contract, the CITY may terminate the contract for default. The CITY shall terminate the contract by default by delivering to the CONTRACTOR a Notice of Termination specifying the nature of the default. The CONTRACTOR will only be paid the contract price for supplies delivered and accepted, or services performed in accordance with the manner of performance set forth in the contract. If the contract is terminated while the CONTRACTOR has possession of CITY-owned goods, the CONTRACTOR shall, upon direction of the CITY’s contract administrator, protect and preserve the goods until surrendered to the CITY or its agent. The CONTRACTOR and the CITY shall agree on payment for the preservation and protection of goods. Failure to agree on an amount will be resolved under the Dispute clause. If, after termination for failure to fulfill contract obligations, it is determined that the CONTRACTOR was not in default, the rights and obligations of the parties shall be the same as if the termination had been issued for the convenience of the CITY. The CONTRACTOR agrees to include the above clause in each subcontract related in whole or in part with this contract. 3. Equal Employment Opportunity. “During the performance of this contract, the contractor agrees as follows: (a) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (b) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (c) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such Page 2 CONTRACT OR PURCHASE ORDER # _____ City of North Miami Beach REVISED February 11, 2022 CONTRACT PROVISIONS FOR NON-FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information. (d) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (e) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (f) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (g) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (h) The contractor will include the portion of the sentence immediately preceding paragraph (a) and the provisions of paragraphs (a) through (h) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. 4. Davis-Bacon and Copeland Anti-Kickback Acts. If this purchase order or contract involves a construction project over $2,000, the CONTRACTOR agrees to comply with Davis-Bacon and Copeland Act requirements at 40 USC 3141, et seq., and 18 USC 874. The Acts apply to construction contracts and subcontracts that “at least partly are financed by a loan or grant from the Federal Government and, for the purposes of the Acts, include “actual construction, alteration and/or repair, including painting and decorating.” The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11) and are enumerated at 29 CFR 5.5a. In accepting this order or contract, the CONTRACTOR further agrees to include a similar requirement in all subcontracts financed in whole or in part. 5. Contract Work Hours and Safety Standards Act Requirements. If the solicitation exceeds $100,000 and involve the employment of mechanics or laborers, the CONTRACTOR agrees to comply with the Contract Work Hours and Safety Standards Act, codified at 40 USC 3701, et seq, as supplemented by the Department of Labor regulations at 29 C.F.R. part 5. The CONTRACTOR also agrees to include a similar requirement in all subcontracts. “Compliance with the Contract Work Hours and Safety Standards Act. (a) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (b) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (b)(1) of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (b)(1) of this section, in the sum of $27 for each calendar day on which such individual was required or permitted to work Page 3 CONTRACT OR PURCHASE ORDER # _____ City of North Miami Beach REVISED February 11, 2022 CONTRACT PROVISIONS FOR NON-FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of this section. (c) Withholding for unpaid wages and liquidated damages. The (insert name of grant recipient or subrecipient) shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b)(2) of this section. (d) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b)(1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (b)(1) through (4) of this section.” 6. Clean Air. The Clean Air requirements apply to all contracts exceeding $150,000, including indefinite quantities where the amount is expected to exceed $150,000 in any year. The CONTRACTOR agrees to comply with the Clean Air Act (42 U.S.C. §§ 7401 – 7671q.), as amended-contracts and subgrants of amounts in excess of $150,000 must contain a provision that requires the non-Federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. §§ 7401 – 7671q). The CONTRACTOR agrees to include the above clause in each subcontract related in whole or in part with this contract. 7. Clean Water. If this solicitation is valued at $150,000 or more, the CONTRACTOR agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 USC 1251 et seq. The CONTRACTOR agrees to report each violation to the CITY and agrees that the CITY will, in turn, report each violation as required to assure notification to the CITY and the appropriate EPA regional office. The CONTRACTOR agrees to include the above clause in each subcontract related in whole or in part with this contract. 8. Government-wide Debarment and Suspension If this contract or purchase order has a value of $25,000 or more, this contract or purchase order is a covered transaction for purposes of 2 C.F.R. Part 180 and 2 C.F.R. Part 3000. As such, the contractor is required to verify that none of the contractor’s principals (defined at 2 C.F.R. § 180.995) or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935). The contractor must comply with 2 C.F.R. Part 180, subpart C and 2C.F.R. Part 3000, subpart C, and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. This certification is a material representation of fact relied upon by (insert name of recipient/subrecipient/applicant). If it is later determined that the contractor did not comply with 2 C.F.R. Part 180, subpart C and 2 C.F.R. Part 3000, subpart C, in addition to remedies available to (insert name of recipient/subrecipient/applicant), the federal government may pursue available remedies, including but not limited to suspension and/or debarment. The bidder or proposer agrees to comply with the requirements of 2 C.F.R. Part 180, subpart C and 2 C.F.R. Part 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions.” 9. Byrd Anti-Lobbying Amendment Contractors who apply or bid for an award of more than $100,000 shall file the required certification. Each tier certifies to the tier above that it will not and has not used federally appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, officer or employee of Congress, or an employee of a Member of Congress in connection with obtaining any federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the recipient who in turn will forward the certification(s) to the federal awarding agency.” Page 4 CONTRACT OR PURCHASE ORDER # _____ City of North Miami Beach REVISED February 11, 2022 CONTRACT PROVISIONS FOR NON-FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS 10. Procurement of Recovered Materials In the performance of this contract or purchase order, the Contractor shall make maximum use of products containing recovered materials that are EPA-designated items unless the product cannot be acquired—Competitively within a timeframe providing for compliance with the contract performance schedule; Meeting contract performance requirements; or at a reasonable price. Information about this requirement, along with the list of EPA-designated items, is available at EPA’s Comprehensive Procurement Guidelines webpage: https://www.epa.gov/smm/comprehensive- procurement-guideline-cpg-program The Contractor also agrees to comply with all other applicable requirements of Section 6002 of the Solid Waste Disposal Act.” 11. Prohibition on Contracting for Covered Telecommunications Equipment or Services Prohibitions. (a) Section 889(b) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. No. 115- 232, and 2 C.F.R. § 200.216 prohibit the head of an executive agency on or after Aug.13, 2020, from obligating or expending grant, cooperative agreement, loan, or loan guarantee funds on certain telecommunications products or from certain entities for national security reasons. (b) Unless an exception in paragraph (c) of this clause applies, the contractor and its subcontractors may not use grant, cooperative agreement, loan, or loan guarantee funds from the Federal Emergency Management Agency to: i. Procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system. ii. Enter into, extend, or renew a contract to procure or obtain any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology of any system. iii. Enter into, extend, or renew contracts with entities that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system; or iv. Provide, as part of its performance of this contract, subcontract, or other contractual instrument, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. (c) Exceptions. This clause does not prohibit contractors from providing— (i) A service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or (ii) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles. (2) By necessary implication and regulation, the prohibitions also do not apply to: (i) Covered telecommunications equipment or services that: i. Are not used as a substantial or essential component of any system; and ii. Are not used as critical technology of any system. (ii) Other telecommunications equipment or services that are not considered covered telecommunications equipment or services. (d) Reporting requirement. (1) In the event the contractor identifies covered telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, or the contractor is notified of such by a subcontractor at any tier or by any other source, the contractor shall report the information in paragraph (d)(2) of this clause to the recipient or subrecipient, unless elsewhere in this contract are established procedures for reporting the information. (2) The Contractor shall report the following information pursuant to paragraph (d)(1) of this clause: (i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; supplier unique entity identifier (if known); supplier Commercial and Government Entity (CAGE) code (if known); brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended. (ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause: Any further available information about mitigation actions undertaken or recommended. In addition, the contractor shall describe the efforts it undertook to prevent use or submission of covered telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or Page 6 CONTRACT OR PURCHASE ORDER # _____ City of North Miami Beach REVISED February 11, 2022 CONTRACT PROVISIONS FOR NON-FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS CONTRACTOR SHALL FULLY COMPLETE INFORMATION AS REQUIRED BY THIESE CONTRACT PROVISIONS, INCLUDING THE EXHIBITS. IF APPLICABLE, THE FOLLOWING EXHIBITS AND ATTACHMENTS SHALL BE SIGNED AND RETURNED WITH OFFER. FAILURE TO DO SO SHALL RENDER YOUR RESPONSE NON-RESPONSIVE. EXHIBIT 1 RESTRICTIONS ON LOBBYING CERTIFICATION----ONLY APPLICABLE IF CONTRACT IS IN EXCESS OF $100,000 EXHIBIT 2 FEDERAL TAX LIABILITY AND RECENT FELONY CONVICTIONS DISCLOSURE Melanie S. Griffin, SecretaryRon DeSantis, GovernorSTATE OF FLORIDADEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONCONSTRUCTION INDUSTRY LICENSING BOARDTHE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THEPROVISIONS OF CHAPTER 489, FLORIDA STATUTESDIAZ, ANDRES GERARDODo not alter this document in any form.RIC-MAN INTERNATIONAL, INC.LICENSE NUMBER: CGC1526106EXPIRATION DATE: AUGUST 31, 2024This is your license. It is unlawful for anyone other than the licensee to use this document.1545 NW 27TH AVEPOMPANO BEACH FL 33069Always verify licenses online at MyFloridaLicense.com Melanie S. Griffin, SecretaryRon DeSantis, GovernorSTATE OF FLORIDADEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATIONCONSTRUCTION INDUSTRY LICENSING BOARDTHE UNDERGROUND UTILITY & EXCAVATION CO HEREIN IS CERTIFIED UNDER THEPROVISIONS OF CHAPTER 489, FLORIDA STATUTESBRENNEN, LAURENCE HDo not alter this document in any form.RIC-MAN INTERNATIONAL INCLICENSE NUMBER: CUC056824EXPIRATION DATE: AUGUST 31, 2024This is your license. It is unlawful for anyone other than the licensee to use this document.111 JACARANDA COURTROYAL PALM BEACH FL 33411Always verify licenses online at MyFloridaLicense.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 1/26/2024 Alliant Insurance Services,Inc. 333 Earle Ovington Blvd -Ste 700 Uniondale,NY 11553 Lauren O'Boyle 516-414-8279 Lauren.Blackmore@alliant.com License#:0C36861 Executive Risk Indemnity Inc 35181 RIC-INT-01 Federal Insurance Company 20281Ric-Man International,Inc. 1545 NW 27th Ave Pompano Beach FL 33069 Endurance Assurance Corporatio 11551 RSUI Indemnity Company 22314 Homeland Insurance Company of 34452 2074941442 A X 2,000,000 X 300,000 10,000 2,000,000 4,000,000 54326517 2/1/2023 2/1/2024 4,000,000 Deductible 10,000 B 1,000,000 X 54326516 2/1/2023 2/1/2024 C X X 3,000,000EXC300386531005/31/2023 2/1/2024 3,000,000 B 54326518 2/1/2023 2/1/2024 1,000,000 1,000,000 1,000,000 D E Excess Liability Pollution Liability LHA 105 350 00 793-01-20-36-0001 11/16/2023 7/18/2023 2/1/2024 7/18/2024 Occurrence/Aggregate Occurrence/Aggregate 3,000,000 $1MM/$2MM Evidence of Insurance Evidence of Insurance Reclaimed Water Transmission Main Deerfield Beach, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK The Work included installation of new reclaimed water pipes through open cut and/or horizontal directional drilling, fittings, valves, master meter, restoration of pavement, milling and restoration, lining of existing pipe, and all ancillary work required to complete the project satisfactory to the County. Location extended from the North Regional Wastewater Treatment Plant along Powerline Road, SW 10th Street, Quiet Waters Park, Hillsboro Blvd, and NW 39th Avenue to Hillsboro Canal. OWNER CLIENT PHONE EMAIL ADDRESS Broward County WWS Michael Hagerty 954-731-3217 Mhagerty@broward.org 2555 W. Copans Rd Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $23,474,575.95 $ 2021 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Reclaimed Water Main Water Meters Connected Fire Hydrants 30,564 LF OF 24" - 42" DIP Open Cut & 1211 LF of 42" Via HDD 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers 200 No No No Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 49,000 SY 13750 SY No 24,000 SY Sanitary Manholes Sanitary Sewer Main Sewer Pip Bursting Sewer Pump Stations Force Main 0 0 0 0 Reclaimed Water Transmission Main Bid Package 2 Coconut Creek, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK The work included installation of new reclaimed water pipes through open cut, fittings, valves, master meter, restoration of South Florida Water Management District (SFWMD) canal right-of-way, restoration of pavement, milling and restoration and all ancillary work required to complete the project. Located at the north end of NW 39th Avenue at the Hillsboro Canal and continues west within the SFWMD canal right-of-way and ends at the intersection of North University Drive and the Hillsboro Canal. OWNER CLIENT PHONE EMAIL ADDRESS Broward County WWS Michael Hagerty 954-731-3217 Mhagerty@broward.org 2555 W. Copans Rd Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $ 3,765,092.91 $ 2021 CONSTRUCTION DETAILS SCOPE OF WORK RECLAIMED WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No Yes Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 27,172 LF of 24" DIP 0 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers No No No Yes Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 2400 SY No No No Sanitary Manholes Sanitary Sewer Main Sewer Pip Bursting Sewer Pump Stations Force Main 0 0 0 0 Utility Analysis Zone 113B Lauderdale Lakes, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Scope includes, but is not limited to, the furnishing of all labor, materials, equipment, services, and incidentals for the construction of the infrastructure site work. The work will include site preparation, earthwork, sanitary sewer system installation, water systems installation, roadway and walkway restoration and construction, landscape restoration, restoring existing irrigation systems, pavement marking restoration and site furnishings. The general location of UAZ 113B is bordered on the north by the Middle River Canal, on the east by NW 31st Avenue, on the south by NW 19th Street and on the west by N State Road 7. OWNER CLIENT PHONE EMAIL ADDRESS Broward County WWS Jeff Clark 954-831-0934 Jclark@broward.org 2555 W. Copans Rd Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Judith Gomez - Project Manager Javier Gonzalez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $27.5 million $28.9 million 2020 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No Yes Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 60760 LF OF 6-16" DIP 0 355 135 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers 223 Yes Yes No Manholes Catch Basins Drainage Mains Pump Stations 13 3 1600 LF of 18" to 42"RCP 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Sanitary Sewer Main Sewer Pip Bursting Sewer Pump Stations Force Main 152 ea 37,650 LF of 8" to18" PVC 450 LF of 8" 2 1280 LF 4-6" DIP Central Seacrest Corridor Utility Improvements- Ph II Boynton Beach, Florida ROLE Ric-Man International served as the CMAR DESCRIPTION OF THE SCOPE OF THE WORK The project includes but is not limited to pipe bursting potable water main replacements, reclaimed water main extensions, a forcemain and stormwater system upgrades, including landscape removal and relocation, exfiltration trench installations, pavement overlay and miscellaneous upgrades to driveway aprons and sidewalks. The project area is bordered on the north by the south right-of way line S.W 4th Avenue, on the east by the FEC Railroad, on the south by Woolbright Road, and on the west by Interstate 95. OWNER CLIENT PHONE EMAIL ADDRESS City of Boynton Beach Joseph Paterniti, Utility Director (561) 742-6423 Paternitij@bbfl.us 124 E. Woolbright Rd Boynton Beach, Fl 33435 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- General Manager Russell Morris - Project Manager Luis Hernandez – General Super CONSTRUCTION COST COMPLETION DATE $12.5 million 2020 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes No 700 0 New Water Main Connected Fire Hydrants 30,000 LF (20,000 Via pipe bursting; 10,000 via HDD 175 700 65 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes 12,779 LF 196 LF 110 SY Manholes Catch Basins Drainage Mains Pump Stations 11 37 3690 LF 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Sanitary Force Main Sewer Lining Sewer Pump Stations 0 4320 LF of 10 Inch 0 0 Springtree Water/Waste Water Treatment Plant Off-Site Drainage and Utilities Improvements Sunrise, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of a new 8-inch potable water main connecting to the existing plant loop and extending along N.W. 44th Street east to the adjacent high school. Overall drainage improvements to the plant and neighboring golf course to the south that will include the filling of existing detention areas, a lake expansion, and the construction of a conveyance system between the two sites. Discharge from the plant site into the existing lake will be directed through an existing control structure to be modified to consist of a 6 ft. wide weir at elevation 6.60' NAVD and a 3" bleed down orifice at elevation 3.95' NAVD. Offsite discharge from the lake into the City's master canal system will be directed through a proposed control structure consisting of a two stage weir with a 20 ft. wide weir at elevation 4.95' NAVD, 60 ft. wide weir at elevation 7.00' NAVD, and two 6" bleed down orifices at elevation 3.95' NAVD. Disposal of 1600 cy of contaminated soil and 1713 cy of lake excavation. OWNER CLIENT PHONE EMAIL ADDRESS City of Sunrise Tim Welch 954-888-6055 Twelch@sunrisefl.gov 1070 W Oakland Park Blvd Sunrise, FL 33351 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez General Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $1.8 million $2.1 million 2019 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 2600 LF of 6" to 8" 0 1 6 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 13 3 1600 LF of 18" to 42"RCP 0 ROADWAY SANITARY Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Force Main Sewer Lining Sewer Pump Stations 0 800 LF of 16 Inch 0 0 South Miami Heights Phase B Miami, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management associated with the work related to earthwork, pavement reconstruction, sidewalk construction, water main improvements, fire hydrant Installation, water meters relocated from rear to front of home, landscaping and streetscape/planting improvements OWNER CLIENT PHONE EMAIL ADDRESS Miami Dade Water and Sewer Department Alex Valdes (786) 299-9008 Alexis.valdes@miamidade.gov 3071 SW 38th Ave Miami, FL 33146 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- DB Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $15.7 million 2019 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes No 1250 30 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 76,000 LF of 6-16" DIP 1022 743 100 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes Yes Yes Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 South Miami Heights Phase A Miami, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management associated with the work related to earthwork, pavement reconstruction, sidewalk construction, water main improvements, fire hydrant Installation, water meters relocated from rear to front of home, landscaping and streetscape/planting improvements. OWNER CLIENT PHONE EMAIL ADDRESS Miami Dade Water and Sewer Department Alex Valdes (786) 299-9008 Alexis.valdes@miamidade.gov 3071 SW 38th Ave Miami, FL 33146 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- DB Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $15.5 million $15.6 million 2018 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes No 1275 50 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 72,000 LF of 8-16" DIP 823 744 100 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes Yes Yes Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 Miracle Mile & Giralda Streetscape Coral Gables, Florida ROLE Ric-Man International served as the CMAR DESCRIPTION OF THE SCOPE OF THE WORK Project included improvements to the streetscape to enhance the pedestrian experience and sense of place along Miracle Mile (approximately 2600 feet). Construction of new curb, gutter, drainage, paving, striping, signage, widening of sidewalks. Improvements of existing paseos (walkways). Installation of trash receptacle, kiosks, benches, newspaper stands, bollards and valet stations. Installation of ornamental lights and pedestrian lighting. OWNER CLIENT PHONE EMAIL ADDRESS City of Coral Gables Peter Iglesias, City Manager (305) 297-5290 piglesias@coralgables.com 405 Biltmore Way Coral Gables, FL 33134 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G Diaz - General Manager Michael Jankowski- Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $21 million $24 million 2018 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes Yes 0 100 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 0 0 0 0 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 11 44 20,202 LF 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes No Yes No Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 SR 823/NW 57 AVE FROM W. 65TH ST TO W. 84TH ST. Hialeah/Opa Loca, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Upgrade SR 823 Red Road by adding 1 NB and 1 SB travel lane, raised medians, landscaping, intersection access management, lighting signalization, new 54” water main and intersection improvements at W 84 th Street OWNER CLIENT PHONE EMAIL ADDRESS FDOT/Central Florida Nelson Cespedes 786-552-8142 ncesp@miamidade.gov 3071 SW 38th Ave Miami, FL 33136 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz- General Manager Michael Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $20,865,766.28 $20,865,766.28 2017 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No No Yes New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 2600 LF of 54" 0 1 6 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Yes Yes Yes Yes Manholes Catch Basins Drainage Mains Pump Stations 13 3 1600 LF of 18" to 42"RCP 0 ROADWAY SANITARY Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction Yes Yes No Yes Sanitary Manholes Force Main Sewer Lining Sewer Pump Stations 0 800 LF of 16 Inch 0 0 Sunset Islands 3 & 4 Miami Beach, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of design, construction, and construction management associated with raising theroad elevation, earthwork, pavement reconstruction, overhead utility undergrounding, sidewalk construction, water main improvements, storm drainage infrastructure installation, sewer main and structure lining, new conduits, conductors and service point for the existing street lights and streetscape/planting improvements. OWNER CLIENT PHONE EMAIL ADDRESS City of Miami Beach Capital Improvement Projects Office (CIP) Mina Samadi, Senior Capital Project Coordinator (305) 673-7071 Minasamadi@miamibeachfl.gov 1700 Convention Center Drive Miami Beach, FL 33139 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- General Manager Paul Jankowski - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $11.1 million 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses Yes 6500 LF 350 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 7270 lf of 8" DIP 0 350 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers 10 2,800 SY 16,000 lf No Manholes Catch Basins Drainage Mains Pump Stations 0 115 6895 lf of 18"-30" A2000 2 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 20,000 SY No No No Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 6,700 lf 0 (46,354 GPM/ 35,660 GPM) (Design-Build Project) Monceaux Road Group I Drainage and Utility Improvements Project City of West Palm Beach, FL ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Storm water System improvements consisted of removal and replacement of the existing storm water system infrastructure; including storm inlets, manholes, exfiltration trenches, and other miscellaneous appurtenances. Responsible for all sheeting and shoring, dewatering and all by-pass pumping of the storm sewer system. Water main improvements consisted of grouting of the existing water main system (including removal of the water services/meter boxes and fire hydrants) and replacement with a new 8" DIP class 52 , cement lined water main system (Including water services, valves and fire hydrants). Temporary 2" water mains and for all by-pass piping of the water main system. Sanitary sewer improvements consisted of removal and replacing existing sanitary sewer Infrastructure including manholes, laterals and cleanouts with 8" and 18" PVC SDR 26 sewer mains, concrete manholes, and 6" PVC laterals with cleanouts. Roadway construction consisted of removal and replacement of existing roadway, sidewalks, curbs, and driveways within the right-of-way. MOT and access to all properties at all times. Traffic signage and pavement markings conforming to city and FDOT standards OWNER CLIENT PHONE EMAIL ADDRESS City of West Palm Beach Tracy Ward, Project Manager (561) 494-1103 tward@wpb.org 401 Clematis Street West Palm Beach, FL 33401 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo, President Andres Diaz, Project Manager Guadalupe Guzman, Foreman CONSTRUCTION COST $3.3 million COMPLETION DATE January, 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project Conduit Residences Businesses No Yes 50 homes 10 businesses Water Main Fire Hydrants Meters Water Services 4,050 LF (3- to 8-inch DIP) 10 52 52 LIGHTING STORM DRAINAGE Conduit Wire Pull Boxes Electrical service station 43,790 LF (4- to 16- Inch) 498 844 4- inch and 16-inch Catch Basins Drainage Mains Exfiltration Trench 46 Inlets 2040 LF (15- to 48-inch RCP) 1660 LF (30- to 42- inch) ROADWAY SANITARY SEWER Roadway Reconstruction Sidewalk Reconstruction Driveways 15,700 SY 5,460 SY 8,900 SY Manholes Sewer Main Sanitary Laterals 15 3180 LF (8- to 18- inch PVC) 78 single Golf Village Water Main Improvements Sunrise, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of the replacement of aging potable water mains with new 6" (approx. 41,000lf) and 8" (approx. 3,700 lf) DIP water mains, valves, hydrants and services in the area described above, along with the abandonment of the existing water distribution system and appurtenances, site restoration and roadway milling and overlay OWNER CLIENT PHONE EMAIL ADDRESS City of Sunrise Guarionex De Los Santos (954) 572-2274 GDeLosSantos@Sunrisefl.gov 10770 W. Oakland Park Blvd Sunrise, FL 33351 GENERAL CONTRACTOR Ric-Man International, Inc. Michael Jankowsi - Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST FINAL COST COMPLETION DATE $5.5 million $5.5 miilion 2016 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No No 575 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 44,000 lf of 6"-8" DIP 0 1025 120 STREETSCAPE STORMWATER DRAINAGE Large Trees Sidewalks & Driveways Curb & Gutter Decorative Pavers Manholes Catch Basins Drainage Mains Pump Stations 0 0 0 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 112,000 SY No No No Sanitary Manholes Sanitary Sewer Main Sewer Lining Sewer Pump Stations 0 0 0 0 Twin Lakes South Neighborhood Improvement Oakland Park, Florida ROLE Ric-Man International served as the Prime DESCRIPTION OF THE SCOPE OF THE WORK The project includes but is not limited Infrastructure improvements including drainage, sewer, paving, sidewalk landscaping, signing and FPL undergrounding. Twin South Neighborhood in the city of Oakland Park and bounded by Powerline Road, NW 16th Avenue, Prospect Road, and NW 14th Street. OWNER CLIENT PHONE EMAIL ADDRESS Broward County Pat MacGregor (954) pamacgregor@broward.org 2555 West Copans Road Pompano Beach, FL 33069 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Luis Hernandez - Superintendent CONSTRUCTION COST COMPLETION DATE $4,032,144.45 2015 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project FPL Undergrounding Residences Businesses No Yes yes 0 New Water Main Rear Easement Services Water Meters Connected Fire Hydrants 0 0 0 0 STREETSCAPE STORMWATER DRAINAGE Trees Sidewalks Driveways Curb & Gutter Decorative Pavers 450 30,000 LF 12,200 SY 2,200 LF Manholes Catch Basins Drainage Mains Pump Stations 9 57 8050 LF of 15”-30” RCP 0 ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Signalization Roadway Reconstruction 10,000 SY Yes No 15,000 LF Sanitary Manholes Gravity Sewer Sanitary Force Main Sewer Lining Sewer Pump Stations 49 11,515 LF of 8-10” PVC 3547 LF of 6” DIP 0 1 Cape Coral Area 3 Contract II Utilities Extension Project City of Cape Coral, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK The project consisted of potable water, irrigation, sanitary sewer, storm water drainage, and hardscape infrastructure improvements to a neighborhood composed of 844 homes and 2 bridges in Cape Coral, Florida. Potable water improvements included Installing 39,800 feet of 6- to 8- inch PVC water main with 438 services for 734 meters, 34 fire hydrants, and an aerial crossing. Irrigation improvements included installing 43,790 feet of reclaimed 4- to 16- inch irrigation mains with 498 irrigation services for 844 meters, as well as a 4- inch and a 16- inch aerial crossing. Storm water drainage improvements included installing, 5,200 feet of 15- to 36-Inch HDPE & PVC main, 400 feet of 12x18- to 24x38-Inch elliptical HDPE main, and 127 Inlet structures. Sanitary sewer improvements Included installing 41,100 feet of 8-inch PVC gravity sewer mains up to 16-feet deep including 98 manholes structures and 540 single and double services, 2 wastewater lift stations, and 5,620 feet of force main. Hardscape and landscape improvements included 100,000 square yards of roadway reconstruction and hardscape restoration, 95,000 square yards of swale reconstruction, and 11,700 square yards of driveways. OWNER CLIENT PHONE EMAIL ADDRESS City of Cape Coral Paul Clingham, Project Manager (239) 574-0464 pclingha@capecoral.net 1015 Cultural Park Blvd Cape Coral, FL 33990 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo, President Andres Diaz, Project Manager Luis Hernandez, Superintendent CONSTRUCTION COST $9.7 million COMPLETION DATE April, 2015 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project Conduit Residences Businesses No 0 844 homes Water Main Fire Hydrants Meters Water Services 39,800 LF (6-8 Inch PVC) 34 734 438 IRRIGATION STORM DRAINAGE Reclaimed Services Meters Aerial Crossing 43,790 LF (4- to 16- Inch) 498 844 4- inch and 16-inch Catch Basins Drainage Mains Elliptical HDPE main 127 Inlets 5,200 LF (15- to 36-inch HDPE & PVC) 400 LF LF (12x18 to 24x38- inch) ROADWAY SANITARY SEWER Roadway Reconstruction Swale Reconstruction Driveways Bridges 100,000 SY 95,000 SY 11,700 SY 2 Manholes Sewer Main Sanitary Laterals Lift Stations Forcemain 98 41,100 LF (8” PVC) 540 single and double 2 5,620 LF City of Weston Drainage Improvements City of Weston, FL ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK This neighborhood improvement project consisted of major storm water drainage infrastructure Improvements to 12 separate locations throughout the City of Weston, directly impacting over 1,400 residences and local businesses, specifically, replacing existing drainage mains at 8 separate sites and large diameter c ulvert pipes connecting canals beneath roads at 4 separate sites. Total drainage improvements include the installation of 8,500 feet of 15- to 72-inch CAP and RCP drainage mains and 400 feet of 53x93-inch CAP and RCP elliptical drainage main up to 14 feet deep, as well as 73 inlets and 34 manholes. Additional utility improvements included installing 60 feet of 8-inch ductile iron water main and 50 feet of 8-to 10-inch PVC gravity sewer main. Streetscape improvements included 15,900 square yards of milling and resurfacing, 800 square yards of sidewalk and driveway restoration, and 850 feet of curb and gutter. Landscape improvements included 15,000 square yards of swale reconstruction as well as protecting, removing, or relocating 180 trees and setting 2 tons of riprap. OWNER CLIENT PHONE EMAIL ADDRESS City of Weston John Flint, Project Manager (954) 385-2000 Jflint@westonfl.org 17200 Royal Palm Blvd Weston, FL 33326 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo, President Andres Diaz, Project Manager Michael Jankowski, Superintendent CONSTRUCTION COST $1.9 million COMPLETION DATE August 2014 CONSTRUCTION DETAILS SCOPE OF WORK DRAINAGE Design-Build Project Conduit Residences Businesses No No 1400 homes & businesses Drainage Mains Manholes Inlets 9,000 LF (15-72- inch CAP & RCP) 34 73 500 ROADWAY Milling & Resurfacing Striping 16,000 SY Northeast 38th Street Reconstruction City of Oakland Park, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK As part of an FDOT funded project, Ric-Man performed drainage, sewer, and roadway infrastructure improvements to the City of Oakland Park’s Northeast 38th St. from Northeast 11th Ave. to North Andrews Ave. Drainage construction included the installation of 1,400 feet of 18- to 48-inch RCP and 60 drainage structures. Utility construction included the demolition or abandonment of existing sanitary utilities and the installation of 450 feet of 6- to 10-inch PVC sewer main, 11 laterals, and 4 manholes; as well as 12,500 feet of telecom and electrical conduit. Roadway and landscape improvements included 17,800 square yards of road construction, 8,750 square yards of sidewalk & driveway construction, 1,300 square yards of decorative paver work, the planting or relocating of over 80 trees, as well as new landscape plantings and new irrigation. OWNER CLIENT PHONE EMAIL ADDRESS City of Oakland Park Ronald Desbrunes P.E., Project Manager (954) 630-4482 RonaldD@oaklandparkfl.gov 5399 North Dixie Highway, Suite 3 Oakland Park, FL 33334 GENERAL CONTRACTOR Ric-Man International, Inc. Andres G. Diaz P.E., Project Manager Luis Hernandez, Superintendent Paul R. Jankowski, Assistant Superintendent CONSTRUCTION COST $3.4 million COMPLETION DATE September, 2014 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project Conduit Residences Businesses No 12,500 LF (telecom & electric) 320 24 Water Main Fire Hydrants Rear Easement Services Water Services 200 LF 0 0 45 STREETSCAPE STORM DRAINAGE Trees Decorative Lighting Sidewalks & Driveways Curb & Gutter Decorative Pavers 82 Yes 8,750 SY 14,500 LF 1,300 SY Manholes & Catch Basins Drainage Mains Hydrodynamic separators Control Structures De-silt Existing Main 14 Manholes, 38 Catch Basins 1,400 LF (18”-48” RCP) 4 4 7,700 LF (24”-60” pipe) ROADWAY SANITARY SEWER Milling & Resurfacing Roadway Reconstruction Swale Reconstruction Signalization 17,800 SY 0 SY 9,200 SY Yes Manholes Sewer Main Sanitary Laterals Pump Stations 4 450 LF (6”-10” PVC) 11 0 Belvedere Homes Infrastructure Improvements, Phase 2 Palm Beach County Water Utilities Department ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK Project consisted of potable water, sanitary sewer, stormwater drainage, and hardscape Infrastructure improvements to a neighborhood of over 200 homes. Water improvements included the installation of 9,700 feet of 4- to 8-inch DIP and PVC water main with over 100 services and 16 fire hydrants. Sewer Improvements included installing of 8,800 feet of 4 -to 6-Inch PVC vacuum sewer main with 127 valve pits and service laterals. Drainage improvements included the installation of 3,000 feet of 15- to 42-inch RCP main up to 12 feet deep and 43 manholes and inlets. Hardscape improvements Included over 20,000 square yards of roadwork, over 24,000 square yards of swale reconstruction, and 9,000 square yards of existing sidewalk and driveway replacement. OWNER CLIENT PHONE EMAIL Palm Beach County WUD Joseph Tanacredi, P.E. Project Manager (561) 493-6000 jtanadcredi@pbcwater.com 8100 Forest Hill Boulevard West Palm Beach, FL 33413 GENERAL CONTRACTOR Ric-Man International, Inc. Andres Diaz- Project Manager Michael Jankowski- Superintendent CONSTRUCTION COST $3.1 million COMPLETION DATE 2014 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design Build FPL Undergrounding Residences Businesses No No 218 0 Water Main Water Services Water Meters Fire Hydrants 9,700 LF (4"-8" DIP & PVC) 18 single & 100 double 0 16 ROADWAY Milling & Resurfacing Swale Reconstruction Roadway Reconstruction Streetscape Sidewalks Driveways 3,200 SY 24,000 SY 20,600 SY 3,300 SY 5,700 SY Storm Drainage Structures Drainage Mains Pump Stations Manholes Sanitary Sewer Vacuum Sewer Main Valve Pits Sewer Pits 43 3,000 LF(15"-42" RCP) 0 0 8,800 LF (4"-6" PVC) 127 127 City of Weston Force Main Improvements Project Areas 1, 3, 4, 5, and 6 City of Weston, Florida ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK This neighborhood improvement project consisted of stormwater drainage force main and streetscape improvements to 5 separate locations throughout the City of Weston, directly impacting several businesses and a school. Stormwater drainage improvements included the installation of 8,500 feet of 8- to 16-inch DIP force main and 15 48-inch manhole air- release valve structures, work that required 280 feet of directional drilling and 2 bore pits. Streetscape improvements included over14,000 square yards of milling & resurfacing, 270 square yards of sidewalk restoration, and 350 feet of curb & gutter. Landscape improvements included 7,800 square yards of swale reconstruction and 17,000 square yards of swale restoration. OWNER CLIENT PHONE EMAIL ADDRESS City of Weston John R. Flint, City Manager (954) 385-2000 jflint@westonfl.org 17200 Royal Palm Boulevard Weston, Florida 33326 GENERAL CONTRACTOR PERSONNEL Ric-Man International, Inc. Andres Diaz, Project Manager Michael Jankowski, Superintendent PROJECT COST $2.1 million COMPLETION DATE October 2014 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design-Build Project N.I.P. Schools No Yes 1 Water Main Water Services Pump Station 0 0 0 STREETSCAPE STORMWATER FORCE MAIN Curb & Gutter Sidewalk Restoration 350 LF 270 SY Force Main Directional Drill Drainage Structures Tapping Sleeves 8,540 LF (8-16” DIP) 280 LF 15 manhole air-release valve 9 (up to 16x30” DIP) ROADWAY SANITARY SEWER Milling & Resurfacing Swale Reconstruction Swale Restoration 14,100 SY 7,800 SY 17,000 SY Sewer Main Sanitary Structures Pump Stations 0 0 0 Surfside Utility Upgrade Project Miami Dade County ROLE Ric-Man International served as the prime contractor DESCRIPTION OF THE SCOPE OF THE WORK The project consisted of water, drainage and sewer Infrastructure improvements to the Town, as well as the restoring 167,000 square yards of road, 33,000 square yards of swale , 1,800 square yards of sidewalk and driveways, and 34,600 feet of curb & gutter. Water construction included replacing a 31,500-foot water main consisting of 4-to 8-Inch DIP and PVC pipe with 950 services; as well as relocating the existing water meters of over 1,600 homes from their rear easements to the front of the homes- work which required daily coordination between RMI and town representatives & residents. Drainage construction consisted of installing 5,500 feet of 10-to 36-Inch DIP and RCP pipe, 47 structures, 9 wells, and 3 pump stations. Sewer construction consisted of rehabi litating a 49,500-foot sewer system consisting of 8- to 15-inch CIP pipe, over 2,000 laterals, 166 structures, and 2 pump stations; as well as point-repairing 5,800 feet of the existing sewer main and installing 2,500 feet of new 12-inch PVC force main. OWNER CLIENT PHONE EMAIL ADDRESS Town of Surfside Randy Stokes (786) 459-5131 Rstokes@townofsurfsidefl.gov 9293 Harding Avenue Surfside, FL 33154 GENERAL CONTRACTOR Ric-Man International, Inc. Rene Castillo, Sr.- Project Manager Luis Hernandez, General Superintendent Paul R. Jankowski- Assistant Project Manager Michael Jankowski- Assistant Superintendent CONSTRUCTION COST $18.3 million COMPLETION DATE July 2013 CONSTRUCTION DETAILS SCOPE OF WORK WATER MAIN Design Build FPL Undergrounding Residences Businesses No 23,300 LF 1,600 65 Water Main Rear Easement Services Water Services Fire Hydrants 31,500 LF (4-8" PVC) 355 HDD; 700 Open Cut 632 single, 323 double 46 ROADWAY Milling & Resurfacing Swale Reconstruction Roadway Reconstruction Signalization Streetscape Curb & Gutter Decorative Pavers Sidewalks & Driveways Large Trees 167,000 SY 18,333 SY 6,750 SY yes 34,600 LF 320 SY 1,500 SY 25 Storm Drainage Structures Drainage Mains Pump Stations Disposal Wells Control Structure Sanitary Sewer Manholes Sewer Main Pump Stations 41 5,500 LF (10"-36" DIP/RCP) 3 9 6 166 (Rehab of Existing) 5,800 LF Repair 2,500 LF, New 46,600 LF 2(Rehab. of Existing) ALL COMPLETED PROJECTS TOTALS: 4 Projects $66,733,236 OWNER ENGINEER CONTRACT DESCRIPTION AMOUNT COM- PLETED RYAN T4633 15" TO 36" DRAINAGE PIPE & 4" TO 16" WM $828,808.01 0% MIAMI DADE WATER & SEWER EAC Corridor - Basin S-2, Phase 1, East Side of NW 27th Avenue installation of approximately 10,000 linear feet of 60- inch PCCP $19,314,785.95 57% MIAMI DADE WATER & SEWER WSP 60-INCH FORCE MAIN BETWEEN NE 151 STREET & BISCAYNE BOULEVARD AND NE 163 STREET & NE 8 AVENUE installation of a 60-inch Prestressed Concrete Cylinder Pipe (PCCP) Force Main in the City of North Miami Beach that connects to an existing 72-inch Water and Sewer Department’s force main $28,527,995.95 70% CITY OF MIAMI BEACH CITY HALL 1700 CONVENTION CTR DRIVE MIAMI BEACH, FL 33139 Chen Moore and Associates Central Bayshore South water main installation, water services relocation and storm drainage infrasturcture installation and streetscape improvements $18,061,646.00 100% $ 66,733,235.91 21,698,749$ Ric-Man International, Inc. Current Work CURRENT-COMPLETED WORK -06-2019 (All Projects).xlsm 1/26/2024 Page 1 of 1 Three Parkway, Suite 1500, Philadelphia, PA 19102 October 3, 2023 Re: Ric-Man International, Inc. Surety Bond Program To Whom It May Concern: Ric-Man International, Inc. is a highly regarded and valued client of Arch Insurance Company. Accordingly, we would anticipate no difficulty in providing the required Performance and Payment bonds should Ric-Man International, Inc. be awarded the captioned contract. At the present time, Arch Insurance Company provides a $125,000,000 single project and $250,000,000 aggregate surety program to Ric-Man International, Inc. Arch Insurance Company is a Treasury Listed Surety (Department Circular 570) and is registered, licensed and admitted in all fifty States with an AM Best Rating of A+, XV. Naturally, the execution of any final bonds would be subject to, but not necessarily limited to receipt and favorable review of all contract terms and conditions, bond forms, confirmation of project financing and all current underwriting information needed at the time of the request for bonds. Very truly yours, ARCH INSURANCE COMPANY _______________________________ Colette R. Chisholm, Attorney-In-Fact Florida License No. W026633 Ric-Man International, Inc. Page 104-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing AIR COMPRESSORS MAIRC AIR COMPRESSOR JD SULLAIR H185DPQ 1993 Settlmnt w Dav MAIRC 02-10-17 04-29-11 MAIRC2 AIR COMPRESSOR GRIMMERSCHCOMPRESSOR1985 Out of Service MAIRC2 03-19-10 04-30-09 MAIRC3 AIR COMPRESSOR JD SULLAIR 185HDPQ-JD 2001 Stolen MCEM4 08-15-08 06-02-06 MAIRC4 AIR COMPRESSOR JD SULLAIR 185HDPQ 2003 In Service MAIRC4 12-02-20 12-11-20 MAIRC5 AIR COMPRESSOR JD SULLAIR 210HDPQ-2 2006 Stolen MAIRC5 08-08-12 02-03-12 MAIRC6 AIR COMPRESSOR SULLAIR 210HDPQ-C 2006 Settlmnt w Dav MAIRC6 07-22-14 12-02-11 MAIRC7 AIR COMPRESSOR CENTRAL PN68140 2012 Stolen MAIRC7 05-11-14 06-22-17 MAIRC8 AIR COMPRESSOR Stolen MAIRC8 05-07-16 MDIVE1 DIVE COMPRESSOR SLOAN DIVE COMPR Settlmnt w Dav MDIVE1 12-12-07 08-28-09 MDIVE2 DIVE COMPRESSOR YANMAR COMPRESSOR Out of Service MDIVE2 06-26-12 AC247518 AIR COMPRESSOR INGERSOLL 2475 14HP 2018 In Service AC247518 11-02-18 AGX16020 AIR COMPRESSOR NORTH STARGX160UT2 2020 In Service AGX16020 AIRSUL20 AIR COMPRESSOR SULLAIR 185DPQ-KUT2020 In Service AIRSUL20 02-15-23 12-02-22 DIVE3LUN DIVE COMPRESSOR BROWNIES EXPLORER 32013 Scraped DIVE3LUN ASPHALT PAVERS/ZIPPERS MPAVE2 ASPHALT PAVER CATERPILLAAP200 Scraped MPAVE2 06-22-07 10-02-09 MPAVE3 ASPHALT PAVER INGERSOLL 575T 1996 Settlmnt w Dav MPAVE3 04-20-11 12-04-15 MPAVER 1987 LEEBOY 1000 PAVER LEEBOY 1000 1987 Scraped MPAVER 04-07-15 10-02-15 MREMAX Remax Milling Machine Remax 2000 Sold MREMAX 02-17-23 MREMX2 REMAX 4800 ASPHALT RECLAIMER REMAX 4800 In Service MREMX2 03-31-23 10-25-13 MZIPE2 Asphalt Zipper ASPHALT ZI 480 2001 Settlmnt w Dav MZIPE2 08-29-19 07-31-11 MZIPE3 ASPHALT ZIPPER ASPHALT ZI AZ500 48HD 2006 In Service MZIPE3 03-07-23 10-04-19 MZIPER ASPHALT ZIPPER John Deere AZ480T 2001 In Service MZIPER 01-18-23 12-09-22 MCPC206 24" CAT MINI ZIPPR COLD PLANER CAT PC206 2009 In Service MCPC206 10-25-19 06-06-12 P1550DM1 ASPHALT PAVER - MAULDIN MAULDIN 1550_D 2014 In Service P1550DM1 02-17-23 03-17-23 EXCAVATORS/BACKHOES B160A EXCAVATOR JOHN DEERE160LC 2001 Scraped B160A 03-14-19 11-02-18 B225A EXCAVATOR CATERPILLA225 1986 Scraped B225A 07-26-07 08-31-07 B235D EXCAVATOR CATERPILLA235D 1993 Sold BB235 36 08-19-11 09-22-11 B375L EXCAVATOR CATERPILLA375L 1995 Sold B375L B666E EXCAVATOR KOERING EXCAVATOR Scraped B666E 11-13-04 04-26-02 B866E EXCAVATOR KOERING 866E Out of Service B866E 09-21-07 07-30-99 B128UU DO NOT USE Komatsu PC 2002 Out of Service B128UU 02-06-12 03-23-12 B17ZTS EXCAVATOR JOHN DEERE17ZTS 2001 In Service B17ZTS 05-19-22 04-12-19 B235BB EXCAVATOR CATERPILLA235B 1989 Sold B235BB 08-04-03 08-30-03 B27ZTS EXCAVATOR JOHN DEERE27C-ZTS 2005 Sold B27ZTS 11-15-18 01-18-19 B308LC EXCAVATOR KOMATSU PC308LC3 2004 Settlmnt w Dav B308LC 08-31-11 11-25-11 B312LC EXCAVATOR CATERPILLA312LC 1996 Settlmnt w Dav BB312 60 09-20-10 01-27-12 B320BL EXCAVATOR CATERPILLA320BL 2000 Settlmnt w Dav B320BL 11-22-10 07-01-11 B321CA EXCAVATOR W/ CAB AIR CATERPILLA321CLCR 2004 Sold B321CA 03-24-14 05-30-14 B325BL EXCAVATOR (Michigan) CATERPILLA325BL 1999 Sold B325BL 07-08-14 12-26-14 B345BA EXCAVATOR CATERPILLA345BL II 2003 In Service B345BA 02-06-23 04-14-23 B365BL EXCAVATOR CATERPILLA365BL 2001 Settlmnt w Dav B365BL 06-10-11 08-31-11 B50DX1 EXCAVATOR JOHN DEERE50D 2006 Settlmnt w Dav B50DX1 11-14-11 03-20-12 B50ZTS EXCAVATOR JOHN DEERE50C-ZTS 2005 Settlmnt w Dav B50ZTS 10-18-11 06-26-12 B78MR1 EXCAVATOR KOMATSU PC78MR-6 2008 Scraped B78MR1 01-25-19 03-22-19 B790EA EXCAVATOR JOHN DEERE790E 1995 Settlmnt w Dav B790EA 09-13-11 11-25-11 BJK007 EXCAVATOR DONGEUN JK007 2003 Settlmnt w Dav BJK007 10-15-09 10-31-09 B374C21 EXCAVATOR CATERPILLANEXT GEN 3 2021 In Service B374C21 02-10-23 04-14-23 B490K20 EXCAVATOR KOMATSU PC490LC-11 2020 In Service B490K20 03-31-23 04-14-23 BC32519 EXCAVATOR W/CAB AIR CATERPILLA325FLCR 2019 In Service BC32519 02-02-23 04-14-23 BJD5011 EXCAVATOR JOHN DEERE50DXFF 2011 Scraped BJD5011 08-21-21 11-06-20 BJD6011 EXCAVATOR JOHN DEERE60D 2011 In Service BJD6011 01-11-23 04-14-23 BK12802 EXCAVATOR KOMATSU PC128UU-2 2002 Scraped BK12802 11-14-18 03-22-19 BK13818 EXCAVATOR W/CAB AIR KOMATSU PC138USLC- 2018 In Service BK13818 03-16-23 04-14-23 BK22812 EXCAVATOR KOMATSU PC228USLC- 2012 In Service BK22812 03-23-23 04-14-23 EK12802 EXCAVATOR (DO NOT USE) KOMATSU PC128UU2 2002 Out of Service EK12802 10-04-11 10-28-11 BK88MR19 EXCAVATOR KOMATSU PC88MR-10 2019 In Service BK88MR19 03-29-23 03-24-23 E321DC14 EXCAVATOR W/CAB AIR CATERPILLA321DLCR 2014 In Service E321DC14 02-02-23 04-14-23 E328DC14 EXCAVATOR W/CAB AIR CATERPILLA328D LCR 2014 In Service E328DC14 04-03-23 03-31-23 EX350JD7 EXCAVATOR W/CAB AIR JOHN DEERE350GLC 2013 Sold EX350JD7 06-03-21 10-02-20 BROOM TRACTORS SFORD BROOM TRACTOR FORD 3600 In Service SFORD 08-05-21 05-17-19 BRJD94 BROOM TRACTOR JOHN DEERE5300 1994 In Service BRJD94 11-30-22 03-03-23 SJD520 BROOM TRACTOR JOHN DEERE5200 1995 Settlmnt w Dav SJD520 04-17-17 08-31-11 SMF230 BROOM TRACTOR MASSEY FERMF230 In Service SMF230 11-21-20 10-14-11 SMF451 BROOM TRACTOR MASSEY FERMF451-2 In Service SMF451 02-28-23 12-24-21 SM30018 LAYMOOR SWEEPMASTER 300 LAYMOOR SM300 2018 In Service SM30018 02-02-23 04-14-23 SJD45200 BROOM TRACTOR JOHN DEERE4520 2007 In Service SJD45200 12-31-22 04-07-23 BUCKETS MCLAM1 8FT CABLE CLAMP BUCKET Settlmnt w Dav MCLAM1 05-20-05 MCLAM2 6FT CABLE CLAMP BUCKET OWENS In Service MCLAM2 04-20-05 BU72C15 72 GENERAL PURP BUCKET CAT BKTSSL72 In Service LC262C09 BB235 36 3FT BUCKET Hendrix 36" Rock 2000 Sold B235D 09-04-01 08-13-10 Ric-Man International, Inc. Page 204-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing BB312 60 5FT BUCKET CATERPILLA60" 312 Settlmnt w Dav B312LC 10-02-02 06-04-10 BU36JD14 JD36" Bucket JOHN DEERE 2014 In Service BU36JD14 BU42JD14 JD42" 350G Bucket John Deere 42" Bucket 14 In Service EX350JD7 BUCKET20 CAT321/5 72" BUCKET B-LINK PEMBERTONBKT320F 2020 In Service BUCKET20 01-12-23 BUCKET21 PC400 36" BUCKET ESCO BKT-36-PC4 2021 In Service BUCKET21 MHYDCLAM 8FT HYD CLAMP BUCKET PEMBERTON Settlmnt w Dav MHYDCLAM 05-18-05 CEMENT MIXERS MCEM1 CONCRETE MIXER STOW OMC TL 1985 Out of Service MCEM1 09-12-03 01-21-00 MCEM2 CONCRETE MIXER STONE Settlmnt w Dav MCEM2 05-13-04 02-11-11 MCEM3 CONCRETE MIXER HONDA 2001 Scraped MCEM3 10-23-07 10-14-11 MCEM4 CONCRETE MIXER STOW CM9H 2003 Scraped MCEM4 10-25-15 05-20-11 MCEM5 CONCRETE MIXER STONE 95CM w/8HP 2004 Scraped MCEM5 04-15-08 12-18-09 MCEM6 CONCRETE MIXER STONE 95CM-GAS 2005 Settlmnt w Dav MCEM6 02-09-09 04-01-11 MCEM7 CONCRETE MIXER CM994H8 STOW 9 2008 In Service MCEM7 09-30-22 12-09-22 MIXER22 CONCRETE MIXER HONDA GX390 2022 In Service MIXER22 12-31-22 COMBINATION BACKHOE/LOADERS C410 COMBO B-H/LOADER JOHN DEERE410E 1997 Sold C410 01-16-06 12-17-05 C426 COMBO B-H/LOADER CATERPILLA426 1984 Sold C426 09-04-02 10-31-02 C410B COMBO B-H/LOADER JOHN DEERE410E 1999 Settlmnt w Dav C410B 10-23-12 06-26-12 C416B COMBO B-H/LOADER CATERPILLA416 1994 Sold C416B 11-23-04 10-23-04 C416C COMBO B-H/LOADER CATERPILLA416 1997 Sold C416C 10-01-04 11-27-04 C446B COMBO B-H/LOADER CATERPILLA446B 1999 Sold C446B 11-03-13 08-30-13 C310ED COMBO B-H/LOADER JOHN DEERE310E 2000 Settlmnt w Dav C310ED 11-19-11 06-17-16 C410GA COMBO B-H/LOADER 4WD JOHN DEERE410G 2003 Stolen C410GA 07-07-14 09-02-11 C410GB COMBO B-H/LOADER JOHN DEERE410G 2005 Stolen C410GB 04-20-15 06-11-10 C410GC COMBO B-H/LOADER JOHN DEERE410G 2006 Scraped C410GC 08-23-18 01-25-19 C410GD COMBO B-H/LOADER JOHN DEERE410G 2006 Settlmnt w Dav C410GD 10-24-11 02-03-12 C420DA COMBO B-H/LOADER CATERPILLA420D 2003 Scraped C420DA 08-04-17 05-18-18 JD410L18 2018 JD LOADER BACKHOE JOHN DEERE410L 2018 In Service JD410L18 01-09-23 04-14-23 CONEX/STORAGE MCONX1 8' x 12' CONEX CONEX 10I 222696 2007 In Service MCONX1 12-06-11 01-20-12 MCONX2 8' x 12' CONEX CONEX 10S 221863 2007 Settlmnt w Dav MCONX2 11-04-11 MCONX3 8' x 12' CONEX CONEX 10S 221864 2007 Settlmnt w Dav MCONX3 05-06-11 CONX820 CONNEX STOR CONTAINER 8 X 20 In Service CONX820 08-18-15 CON2017A CONEX CONTAINER 20X10 STEEL CONTBX2 2017 In Service CON2017A CON2017B CONEX CONTAINER 20X10 STEEL CONTBX2 2017 In Service CON2017B CON2020A CONEX CONTAINER 20X10 STEEL CONT 2020 In Service CON2020A CON2020B CONEX CONTAINER 20X10 STEEL CONT 2020 In Service CON2020B CONX1020 CONEX CONTAINER 20X10 CONEX 10 X 20 2017 In Service CONX1020 $1850.00 SOLO CO CRANES MLIMA CRANE LIMA 700T 1968 Settlmnt w Dav MLIMA 06-11-08 11-25-11 MLINK CRANE LINK BELT CRANE 1969 Settlmnt w Dav MLINK 07-16-16 12-11-09 MLINKA LINK BELT CRANE BOOM ATTACHMNT Settlmnt w Dav MLINK 02-19-10 SAWS MCONCS CUT OFF SAW Pro Diamnd 623G 2000 Stolen MCONCS 02-16-00 MSTIHL STIHL CHAIN SAW STIHL 029 Out of Service MSTIHL 01-31-17 14SAW20 14" CUTQUIK SAW STIHL TS 420 2020 In Service 14SAW20 14SAW21 14" CUTQUIK SAW STIHL TS420 2021 In Service 14SAW21 08-03-22 14SAW22 14" CUTQUIK SAW STIHL TS420 2022 In Service 14SAW22 18RYO21 18" GAS CHAIN SAW RYOBI RY3818 2021 In Service 18RYO21 18SAW18 18" STREET SAW GOLZ FS175 2018 In Service 18SAW18 12-06-22 MDIASAW CONCRETE CHAIN SAW PRO DIAMONCHAIN SAW Stolen MDIASAW 02-14-07 14SAW21B 14" CUTQUIK SAW STIHL TS 420 2021 In Service TRK20B 14SAW21C 14" CUTQUIK SAW STIHL TS420 2021 In Service 14SAW21C 14SAW22A 14" CUTQUIK SAW STIHL TS420 2022 In Service 14SAW22A 14SAW22B 14" CUTQUIK SAW STIHL TS420 2022 In Service 14SAW22B 10-21-22 14SAW22C 14" CUTQUIK SAW STIHL TS420 2022 In Service 14SAW22C 14SAW22D 14" CUTQUIK SAW STIHL TS420 2022 In Service 14SAW22D M14ST618 14" STIHL GAS HAND SAW STIHL T420 2018 Stolen M14ST618 12-12-19 M14STS10 14" STREET SAW HUSQVARNAK760 2013 Scraped M14STS10 08-18-16 M14STS11 14" STREET SAW HUSQVARNAK760 2013 Scraped M14STS11 08-18-16 M14STS12 14" STREET SAW HUSQVARNAK760 2014 Scraped M14STS12 08-18-16 M14STS13 14" STREET SAW HUSQVARNAK760 2014 Scraped M14STS13 08-18-16 M14STS14 14" STREET SAW HUSQVARNAK760 2014 Scraped M14STS14 05-20-16 M14STS15 14 STIHL SAW - LUPE STIHL TS420 Stolen M14STS15 02-21-20 M14STS16 14 STIHL SAW STIHL TS420 In Service M14STS16 11-19-19 M14STS17 14 STIHL SAW STIHL TS420 In Service M14STS17 06-08-20 M14STS18 TS 420 STREET SAW STIHL TS420 CUTQ 2018 In Service M14STS18 01-26-22 M14STSA2 14" STREET SAW STIHL TS420 2010 In Service M14STSA2 05-13-20 M14STSA3 14" STREET SAW STIHL TS420 2011 In Service TVF06A 04-08-20 M14STSA4 14" STREET SAW STIHL TS420 2012 In Service M14STSA4 04-22-20 M14STSA5 14" STREET SAW HUSQVARNAK760 2012 Scraped M14STSA5 05-25-17 M14STSA6 14" STREET SAW HUSQVARNAK760 2012 Scraped M14STSA6 05-25-17 Ric-Man International, Inc. Page 304-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing M14STSA7 14" STREET SAW HUSQVARNAK760 2012 Scraped M14STSA7 05-20-16 M14STSA8 14" STREET SAW HUSQVARNAK760 2012 Scraped M14STSA8 05-20-16 M14STSA9 14" STREET SAW HUSQVARNAK760 2013 Scraped M14STSA9 05-20-16 M14STSAW 14" STREET SAW EDCO D51611H In Service M14STSAW 03-05-20 07-01-11 M14STSW2 14" STREET SAW EDCO D51611H Stolen M14STSW2 01-18-05 M16RYO19 16" CHAIN SAW RYOBI RY3716 2019 In Service M16RYO19 M18EDCO2 18" STREET SAW EDCO 18 " STREE 2006 Stolen M18EDCO2 02-12-21 03-24-17 M18STSAW 18" STREET SAW STOW CD613H18 Settlmnt w Dav M18STSAW 02-06-13 12-02-11 M20STS18 20" CHAIN SAW STIHL MS271-20 2018 In Service M20STS18 01-28-20 M24COSAW 24" CONCRETE SAW ALUMINUM In Service M24COSAW 02-16-17 M26STSAW 26" STREET SAW MULTIQUIP 2005 In Service M26STSAW 01-14-22 04-08-13 MICSAW14 14" GAS SAW ICS 633GC In Service MICSAW14 08-04-14 MICSAWCH 15" HYDRAULIC CHAIN SAW ICS FORCE 4 / 2013 In Service MICSAWCH 02-28-23 SICSCON1 ICS 680 CONCRETE SAW ICS 680 2015 In Service SICSCON1 05-27-15 DIRECTIONAL DRILL/MUD SYSTEM DD140B DIRECTIONAL DRILL Sold DD140B 01-01-09 MDRIL2 DRILLTEK DRILLRIG DRILLTEK D25KUL Scraped MDRIL2 08-04-04 12-09-11 MDRILL DRILL RIG DAVEY M5CS CRAWL Scraped MDRILL 08-03-04 12-09-11 DD140BA DIRECTIONAL DRILL 140 AMERICAN ADD-140B 2000 Sold DD140BA 11-10-04 DDMUDDS MUD SYSTEM Sold DDMUDDS DDMUDP2 MUD PUMP Grdnr Dnvr THE 2006 Sold DDMUDP2 09-07-07 DDPIPEA DRILL PIPE 6 5/16"OD x 3627' Sold DD140BA DDSCORP SCORPION BREAKOUT TONG SCORPION 800VT 2000 Sold DD140BA DDSTOOL SPEC DRILLING TOOLS Sold DDSTOOL MDDLIND 1998 DIRECTIONAL BORE MACHINE AMERICAN ADD140 1998 Sold MDDLIND DOZERS D450G DOZER JOHN DEERE450 1995 Scraped D450G 08-21-19 05-22-20 D650H DOZER JOHN DEERE650H 2002 Settlmnt w Dav D650H 05-26-11 05-31-11 D750C1 DOZER JOHN DEERE750C 2000 Settlmnt w Dav D750C1 01-26-11 09-30-11 DTD20E DOZER DRESSER TD20E DOZE Scraped DTD20E 01-26-08 01-31-09 DK39PX20 DOZER KOMATSU D39PX-24 2020 In Service DK39PX20 11-11-22 03-17-23 EXCAVATOR ACCESSORIES B160A1 BREAKER JOHN DEERE In Service B160A 03-19-15 05-20-11 B50A18 70T HYDRAULIC BREAKER EPIROC EC 70T 2018 In Service B50A18 B17ZTSA BREAKER INDECO MES 121 Scraped B17ZTS 02-18-13 02-12-10 B50DX1A BREAKER w/ BRACKET JOHN DEEREHP-750 2006 Settlmnt w Dav B50DX1 01-21-11 04-29-11 B50DX1B 50D CLEANOUT DITCHING BUCKET JOHN DEEREASI 4' BUC 2006 In Service B50DX1 07-23-14 LS262A1 BREAKER CATERPILLA Settlmnt w Dav LS262A 11-24-08 10-22-10 B365BLPH B365BL Pipe Hook KENCO PH30000 2007 Settlmnt w Dav B365BL B365BLQC B365BL Attachment Settlmnt w Dav B365BLQC FORKLIFTS F586 FORKLIFT CASE 586 1981 Settlmnt w Dav F586 03-02-18 01-07-11 FKLFT16 FORKLIFT KALMAR DCG16012 2016 In Service FKLFT16 03-03-23 03-31-23 MFORKLFT FORKLIFT In Service MFORKLFT 02-22-23 GENERATORS/LIGHTING LTWR1 LIGHT TOWER WACKER LTV6K 2019 In Service LTWR1 03-29-23 09-30-22 LTWR2 LIGHT TOWER WACKER LTV6K 2019 In Service LTWR2 06-30-22 12-16-22 GEN20A GENERATOR 6500W RYOBI RY906500S 2020 In Service GEN20A 09-14-22 MGN25A GENERATOR MULTIQUI DCA25USI 2006 In Service MGN25A 11-04-20 03-24-17 MGNG56 GENERATOR WACKER G56 Stolen MGNG56 MLITE1 LIGHT TOWER, TOWABLE SM MAGNUM MLT3060 2005 Settlmnt w Dav MLITE1 05-01-18 03-04-11 MLITE2 LIGHT TOWER, TOWABLE SM MAGNUM MLT3060 2005 In Service MLITE2 06-30-22 05-28-21 MHONGEN GENERATOR HONDA EZ2500 In Service MHONGEN 07-21-11 GGEN0934 GENERAC GENERATOR GENERAC OG0934 In Service GGEN0934 04-27-22 GH280517 2017 HONDA 3000W GENERATOR HONDA 3000W INDU 2017 In Service GH280517 02-05-20 GH353918 2017 HONDA GENERATOR 3.4KW HONDA EB3000 2017 In Service GH353918 09-16-22 10-14-22 GRADERS G12G GRADER CATERPILLA12G 1975 Sold G12G 06-29-02 08-02-02 GS100 GRADER BABCOCK GRADER Scraped GS100 01-25-05 11-23-01 G12G02 GRADER CATERPILLA12G 1994 Settlmnt w Dav G12G02 05-06-11 07-01-11 GRG80N03 NEWHOLLAND RG80 GRADER NEWHOLLANDRG80 2003 In Service GRG80N03 03-06-23 04-07-23 LASERS L01A LASER TOPCON GTS-223 2001 Stolen L01A 04-23-03 12-24-05 L01B LASER TOPCON TP-L4G Stolen L01B L01C LASER - PIPE TOPCON TP-L4G 2001 Settlmnt w Dav L01C 02-25-08 L04A LASER - PIPE TP TP-L4G Stolen L04A 03-28-07 09-17-05 L07A LASER TOPCON TP-L4G Stolen L07A 09-03-08 L08A LAZER TOPCON TPL4G Stolen L08A 05-18-09 L08B LAZER - ROTATING SPECTRA TRLL200 In Service L08B L73A LASER SPECTRUM INSTRUMENT1973 Scraped L73A L95A LASER DIALGRADE LASER 1995 Stolen L95A 01-31-00 01-17-00 Ric-Man International, Inc. Page 404-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing L95B LASER DIALGRADE LASER 1995 Scraped L95B LS06A LASER SPECTRA DG711 2006 In Service LS06A LSDG1 LASER DIAL A GRA In Service LSDG1 10-18-13 LSDG2 LASER DIAL A GRA In Service LSDG2 10-18-13 LSTC1 LASER TOPCON In Service LSTC1 10-18-13 LT02A LASER - PIPE TOPCON TP-L4G 2002 Stolen LT02A 06-17-08 LTC3G LASER - PIPE TOPCON TP-L3G 2000 Settlmnt w Dav LTC3G 11-12-10 LSPECB LASER SPECTRA DG711 In Service LSPECB 02-10-23 LSPECC LASER SPECTRA DG711 2014 In Service LSPECC 02-10-23 LTOPCON LAZER - ROTATING TOPCON LASER-VH3G2000 Sold LTOPCON 05-08-01 11-29-99 LOADERS L922B LOADER CATERPILLA922B 1966 In Service L922B 05-19-03 11-19-10 L936A LOADER CATERPILLA936 1986 Settlmnt w Dav L936A 05-14-12 12-09-11 L938G LOADER - WHEEL CATERPILLA938G 2000 Sold L938G 12-08-16 11-29-13 L924G2 LOADER - WHEEL CATERPILLA924G 2004 Sold L924G2 10-26-20 01-15-21 L924GA LOADER - WHEEL CATERPILLA924G 2004 Settlmnt w Dav L924GA 11-20-19 03-16-12 L928GA LOADER CATERPILLA928G 2000 Sold L928GA 11-17-04 12-11-04 L938FB LOADER CATERPILLA938F 1995 Sold L938FB 10-25-04 12-04-04 L938FC LOADER CATERPILLA938F 1995 Sold L938FC 10-19-04 12-04-04 L938G4 LOADER - WHEEL CATERPILLA938G II 2004 Scraped L938G4 10-03-19 11-05-21 L938G5 LOADER - WHEEL CATERPILLA938G II 2004 Settlmnt w Dav L938G5 03-16-11 08-31-11 L938G6 LOADER - WHEEL CATERPILLA938G II 2004 In Service L938G6 11-22-22 04-14-23 L938GB LOADER - WHEEL (MI) CATERPILLA938G 1997 Scraped L938GB 10-04-21 02-01-19 L938GD LOADER CATERPILLA938G 1999 Settlmnt w Dav L938GD 11-18-11 12-16-11 L950FA LOADER - WHEEL CATERPILLA950F 1994 Scraped L950FA 06-22-17 04-06-18 L950FB LOADER CATERPILLA950F 1995 Settlmnt w Dav L950FB 09-30-11 11-18-11 L966E1 LOADER CATERPILLA966E 1983 Settlmnt w Dav L966E1 11-01-10 12-09-11 LS262A LOADER - SKID STEER CATERPILLA262 2002 Settlmnt w Dav LS262A 09-07-11 02-10-12 LS262B LOADER - SKID STEER CATERPILLA262 2004 Out of Service LS262B 09-02-11 10-28-11 LS262C LOADER - SKID STEER CATERPILLA262 2002 Settlmnt w Dav LS262C 11-07-11 03-16-12 LS277A MULTI TERRAIN LOADER CATERPILLA277B 2005 Settlmnt w Dav LS277A 08-26-11 07-22-11 L320K21 2021 KOMATSU WHEEL LOADER KOMATSU WA320-8 2021 In Service L320K21 03-15-23 04-14-23 LK20012 LOADER - WHEEL KOMATSU WA200PZ-6 2012 In Service LK20012 12-22-22 05-27-22 LK32019 LOADER - WHEEL KOMATSU WA320-8 2019 In Service LK32019 02-09-23 04-14-23 LC262C09 LOADER - SKID STEER CATERPILLA262C 2009 In Service LC262C09 02-22-23 03-17-23 LC262C11 LOADER - SKID STEER CATERPILLA262C 2011 Stolen LC262C11 06-06-19 01-11-19 LC262D19 LOADER - SKID STEER CATERPILLA262D 2019 In Service LC262D19 02-02-23 04-14-23 LD544KJD LOADER - WHEEL (21K) JOHN DEERE544KXDW 2013 Sold LD544KJD 11-16-21 11-12-21 LD624JDA LOADER - WHEEL JOHN DEERE624K 2013 In Service LD624JDA 03-14-23 03-24-23 LD624JDB LOADER - WHEEL JOHN DEERE624K 2013 In Service LD624JDB 03-09-23 04-07-23 LK32019B LOADER - WHEEL KOMATSU WA320-8 2019 In Service LK32019B 03-14-23 04-14-23 MAINT OF TRAFFIC MCONES 100 TRAFFIC CONES 2013 In Service MCONES 06-30-13 BARRWANA WATER BARRIER WALL NATURAL YODOCK 2001MB NAT 2016 In Service BARRWANA BARRWAOR WATER BARRIER WALL ORANGE YODOCK 2001MB ORA2016 In Service BARRWAOR MHSQ2191 TRAFFIC SIGNALIZATION HORIZON SI SQ2 2019 In Service MHSQ2191 01-03-22 MISCELLANEOUS TOOLS EQUIP MISC MISC SMALL TOOLS In Service MISC 06-30-17 TOOLS SMALL TOOLS SHOP In Service TOOLS 02-16-18 GAS22A GAS DETECTOR - RKI GX-3R 4 RKI GX-3R 4 2022 In Service GAS22A GAS22B GAS DETECTOR - RKI GX-3R 4 RKI GX-3R 4 2022 In Service GAS22B JUMP23 BATTERY JUMPER NOCO BOOSTGB250 2023 In Service JUMP23 MDRONE DRONE 2015 In Service MDRONE 02-23-16 MF928G UTILITY FORK FOR 928G PEMBERTON Sold MF928G 09-24-01 MF938G UTILITY FORK & MANUAL COUPLER In Service MF938G 05-03-12 MFUEL1 500 gallon FUEL TANK Young Settlmnt w Dav MFUEL1 07-01-11 MFUEL2 500 gallon FUEL TANK In Service MFUEL2 01-10-14 07-31-11 MJACK1 JACK HAMMER 90LB SULLIVAN SLVSPB90 2011 In Service MAIRC4 04-26-21 07-25-14 MMOLEA 2000 3" mole Vermeer 3" hammrhd 2000 Settlmnt w Dav MMOLEA 10-11-06 05-13-11 MTANK1 info from Jerry L Sitatn Tnk Small In Service MTANK1 09-08-11 10-07-11 MTANK2 info from Jerry L Sitatn Tnk Large Settlmnt w Dav MTANK2 11-05-10 TANK19 SEDIMENT TANK 5000 GAL SEDIMENT T 5KWEIR 2019 In Service TANK19 09-28-20 TANK98 SEDIMENT TANK FRONTIER FAVTLW 1998 In Service TANK98 07-31-22 12-09-22 VENT20 RIPCORD VENTILATOR BLOWER CFM 6200 2020 In Service VENT20 LAWNMWR LAWN MOWER 42" BAD BOY 42" MZ 2022 In Service LAWNMWR MCAMERA FIBER OPTIC CAMERA WITH TV Out of Service MCAMERA MGASMC1 GAS DETECTOR - MULTI GAS GAS ALERT MICRO CLIP 2015 In Service MGASMC1 05-21-15 BVT13696 BLOWER HONDA ALLEGRO honda In Service BVT13696 03-11-22 DRILHD14 DRILL HEAD W/BOOM DMS 2013 In Service DRILHD14 03-03-22 IMPACT01 IMPACT GUN 1/2" MILWAUKEE M18 FUEL 2020 In Service TPF33715 LINELZ17 2017 LINELAZER 3700 1 GUN GRACO SPRAY GUN 2017 In Service LINELZ17 01-23-23 LOCATE17 2017 HELIFLUX MAGNETIC LOCATORHELIFLUX & GA-52CX 2017 In Service LOCATE17 OFFICE EQUIPMENT OEAIR2 MAIN OFFICE AIR CONDITION UNIT YORK AS TRANE 6 2007 Scraped OEAIR2 Ric-Man International, Inc. Page 504-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing OECAB1 CABINET FIRE KING CABINET In Service OECAB1 OECAB2 CABINET MURPHY CABINET In Service OECAB2 OECAB3 3 FIVE DRAWER FILES FIVE DRAWEFILES In Service OECAB3 OECOM1 3 COMPUTERS 3 COMPUTER Scraped OECOM1 OECOM2 1 COMPUTER COMPUTER Scraped OECOM2 OECOM3 1 COMPUTER COMPUTER Scraped OECOM3 OECOM4 2 LAPTOPS LAPTOPS Scraped OECOM4 OECOM5 1 LAPTOP DELL LAPTOP 2004 Scraped OECOM5 OECOM6 1 LAPTOP DELL LAPTOP 2004 Scraped OECOM6 OECOM7 1 LAPTOP DELL LAPTOP 2006 Scraped OECOM7 OECOM8 1 LAPTOP DELL Inspiron 2006 In Service OECOM8 OECOM9 1 LAPTOP DELL LATITUDE D 2007 In Service OECOM9 OECOP2 COPIER RICOH MP4500 2007 In Service OECOP2 OECOP3 COPIER SHARP AR-M317 In Service OECOP3 OECOP4 COPIER - main office KONICA MIN BIZHUB C35 In Service OECOP4 OECOP5 COPIER - coral gables TOSHIBA 3555C 2015 In Service OECOP5 OEFAX1 FAX MACHINE PITNEY BOWFAX MACHIN In Service OEFAX1 OEFUR1 FURNITURE OFFICE FURNITURE In Service OEFUR1 OEFUR2 OFFICE DESK OFFICE DESK Settlmnt w Dav OEFUR2 OEFUR3 WORKSTATION WORKSTATIO Scraped OEFUR3 OEFUR4 MB OFFICE FURNITURE OFFICE FURNITURE In Service OEFUR4 OEFUR5 OFFICE FURNITURE In Service OEFUR5 OEIPAD IPAD 3G 16GB APPLE IPAD 3G Settlmnt w Dav OEIPAD OEPRT1 PRINTER HEWLETT PA4000 In Service OEPRT1 OEPRT2 COPIER IKON COPIER/SCA Scraped OEPRT2 OEPRT3 LASER JET PRINTER HEWLETT PALASERJET P In Service OEPRT3 OESAF1 SAFE GARDELL SAFE In Service OESAF1 OESRV1 NETWORK SERVER NETWORK SERVER Scraped OESRV1 OESRV2 SERVER DELL OPTIPLEX G 2002 Out of Service OESRV2 OESRV3 PRIMARY SERVER DELL POWEREDGE 2005 Out of Service OESRV3 OESRV4 SECONDARY SERVER DELL POWEREDGE 2008 In Service OESRV4 OESRV5 SERVER TAPE DRIVE DELL POWERVAULT2007 In Service OESRV5 OESRV6 PRIMARY SERVER DELL POWEREDGE 2011 In Service OESRV6 OESRV7 2015 SERVER SYSTEM DELL SERVER SYS2015 In Service OESRV7 OESRV8 Network Upgrade DELL 2015 In Service OESRV8 OETBL1 TIMBERLINE SOFTWARE TIMBERLINE SOFTWARE In Service OETBL1 OETBL2 EVENT ONE OFFICE CONNECTOR In Service OETBL2 OETBL3 TIMBERSCAN 2012 In Service OETBL3 OETBL4 CREATIVE CHECK SOFTWARE 2012 In Service OETBL4 OETEL1 TELEPHONES TELEPHONES Scraped OETEL1 OECOM00 COMPUTER Out of Service OECOM00 OECOM01 COMPUTER DELL OPTIPLEX G 2005 In Service OECOM01 OECOM02 COMPUTER DELL OPTIPLEX G 2005 In Service OECOM02 OECOM03 COMPUTER DELL OPTIPLEX G 2005 Scraped OECOM03 OECOM04 COMPUTER DELL OPTIPLEX G 2005 In Service OECOM04 OECOM05 COMPUTER DELL OPTIPLEX G 2005 In Service OECOM05 OECOM06 COMPUTER DELL OPTIPLEX G 2005 In Service OECOM06 OECOM07 COMPUTER DELL OPTIPLEX G 2005 In Service OECOM07 OECOM08 COMPUTER DELL DIMENSION 2006 In Service OECOM08 OECOM10 1 LAPTOP DELL LATITUDE D 2007 Settlmnt w Dav OECOM10 OECOM11 1 LAPTOP DELL LATITUDE D 2007 Settlmnt w Dav OECOM11 OECOM12 1 LAPTOP DELL LATITUDE D 2007 Scraped OECOM12 OECOM13 1 COMPUTER DELL DESKTOP 2007 Settlmnt w Dav OECOM13 OECOM14 1 LAPTOP w printer DELL LATITUDE D 2008 In Service OECOM14 OECOM15 1 LAPTOP w/ accessories DELL VOSTRO 1402008 Out of Service OECOM15 OECOM16 1 LAPTOP DELL LATITUDE D 2008 In Service OECOM16 OECOM17 1 LAPTOP DELL LATITUDE D 2008 In Service OECOM17 OECOM18 1 LAPTOP DELL VOSTRO 1002008 In Service OECOM18 OECOM19 1 LAPTOP DELL LATITUDE D 2008 Scraped OECOM19 OECOM20 LAPTOP DELL LATITUDE D 2008 In Service OECOM20 OECOM21 1 LAPTOP DELL LATITUDE D 2008 Stolen OECOM21 OECOM22 1 LAPTOP DELL LATITUDE D 2008 Settlmnt w Dav OECOM22 OECOM23 1 LAPTOP DELL LATITUDE E 2009 Settlmnt w Dav OECOM23 OECOM24 LAPTOP DELL LATITUDE E 2012 In Service OECOM24 OECOM25 LAPTOP DELL VOSTRO 1512010 In Service OECOM25 OECOM26 LAPTOP DELL LATITUDE E 2011 In Service OECOM26 OECOM27 LAPTOP DELL LATITUDE E 2011 In Service OECOM27 OECOM28 LAPTOP DELL LATITUDE E 2011 Stolen OECOM28 OECOM29 LAPTOP DELL LATITUDE E 2011 In Service OECOM29 OECOM30 LAPTOP DELL LATITUDE E 2011 In Service OECOM30 OECOM31 LAPTOP DELL LATITUDE E 2011 In Service OECOM31 OECOM32 LAPTOP DELL LATITUDE E 2011 In Service OECOM32 OECOM33 LAPTOP DELL LATITUDE E 2011 In Service OECOM33 OECOM34 DESKTOP DELL OPTIPLEX 3 2011 In Service OECOM34 OECOM35 DESKTOP DELL OPTIPLEX 3 2011 In Service OECOM35 OECOM36 DESKTOP DELL OPTIPLEX 3 2011 In Service OECOM36 OECOM37 DESKTOP DELL OPTIPLEX 3 2011 In Service OECOM37 OECOM38 DESKTOP DELL OPTIPLEX 3 2011 In Service OECOM38 Ric-Man International, Inc. Page 604-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing OECOM39 DESKTOP DELL OPTIPLEX 3 2014 In Service OECOM39 OECOM40 LAPTOP DELL LATITUDE E 2014 In Service OECOM40 OECOM41 LAPTOP DELL OPTIPLEX 3 2014 In Service OECOM41 OECOM42 LAPTOP DELL LATITUDE 3 2014 In Service OECOM42 OESFTW01 SOFTWARE - MS SURFACE PRO 3 MICROSOFT SURFACE PR2015 In Service OESFTW01 OESFTW02 SOFTWARE - MS SURFACE PRO 3 MICROSOFT SURFACE PR2015 In Service OESFTW02 XROX8055 MAIN PRINTER XEROX C8055 ALTA In Service XROX8055 04-19-21 PLATE COMPACTORS/TAMPERS LM31B MUELLER D-5 TAPPING MACHINE MUELLER D- 5808M2 In Service LM31B 02-02-23 MDYNA1 DYNAPAC LG500 Sold MDYNA1 09-11-07 04-30-05 MDYNA2 DYNAPAC LG500 Sold MDYNA2 09-11-07 09-24-05 MMULT1 MULTI QUIP REV PLATE COMPACTORMULTI QUIP MVH402DBS 2002 In Service MMULT1 11-19-12 12-23-11 MMULT2 MULTI QUIP VIB PLATE REV MULTI QUIP MVH402DBS 2002 Stolen MMULT2 11-15-06 10-09-09 MMULT3 COMPACTOR MULTI QUIP MVH406 2006 In Service MMULT3 04-17-12 12-16-11 MMULT4 COMPACTOR MULTI QUIP HATZ In Service MMULT4 08-14-12 01-20-12 MMULT5 COMPACTOR MULTIQUIP HATZ In Service MMULT5 04-17-12 09-30-11 MMULT6 COMPACTOR MULTIQUIP MVH406DSZ 2008 In Service MMULT6 08-22-11 12-09-11 MMULT7 COMPACTOR MULTIQUIP MVH406DSZ 2008 In Service MMULT7 01-03-13 01-13-12 MMULT8 COMPACTOR MULTIQUIP MVH40GDH 2010 In Service MMULT8 01-30-17 08-19-10 MWACK2 WACKER JUMPING JACK WACKER BS 700 In Service MWACK2 08-31-22 08-05-11 MWACK3 WACKER JUMPING JACK WACKER BS70-2I 2004 Settlmnt w Dav MWACK3 07-27-11 06-03-11 MWACKB VIB PLATE 9000 LB WACKER WACKER DPU-4045Y Scraped MWACKB 04-17-12 08-05-11 MWACKC 1998 WACKER WACKER DPU-5045 1998 Scraped MWACKC 03-20-12 01-13-12 PCBO12 PLATE COMPACTOR BOMAG 55/65 2012 In Service PCBO12 03-29-22 10-01-21 PCBO13 PLATE COMPACTOR BOMAG 55/65 2013 In Service PCBO13 07-14-22 01-14-22 PCMM14 PLATE COMPACTOR MIKASA MVC82VH 2014 In Service PCMM14 10-04-18 MTAMPER PLATE TAMPER Stolen MTAMPER 06-13-02 10-08-05 MWACKER WACKER JUMPING JACK WACKER BS 700 2000 Out of Service MWACKER 06-17-05 PCBO12A PLATE COMPACTOR BOMAG 55/65 2012 In Service PCBO12A 10-27-22 01-31-20 PCWACK1 PLATE COMPACTOR WACKER DPU5045H 2002 In Service PCWACK1 09-08-22 PCWACK2 PLATE COMPACTOR WACKER DPU4045H 2003 In Service PCWACK2 09-24-15 PCWACK3 PLATE COMPACTOR WACKER BPU3345 In Service PCWACK3 11-06-17 PCWACK4 PLATE COMPACTOR WACKER WP1550 AW In Service PCWACK4 09-12-22 10-10-14 PCWACK5 PLATE COMPACTOR DYNAPAC LE90 In Service PCWACK5 12-19-18 08-15-14 PCWACK6 PLATE COMPACTOR WACKER DUP5045A In Service PCWACK6 06-19-19 08-22-14 PCWACK7 PLATE COMPACTOR WACKER DPU5545HE 2018 Stolen PCWACK7 02-28-19 PCWACK8 PLATE COMPACTOR WACKER BS60-4AS 2018 In Service PCWACK8 03-06-19 12-14-18 PCWACK9 PLATE COMPACTOR WACKER BS50-4As 2019 In Service PCWACK9 10-31-22 MTAMPER2 JUMPING JACK TAMPER Out of Service MTAMPER2 10-08-05 MTAPMU18 2018 MUELLER DRILL MACHINE MUELLER D-5 DRILL 2018 In Service MTAPMU18 03-16-18 MTAPMULR TAPPING MACHINE MUELLER D5 2013 In Service MTAPMULR PCWACK19 PLATE COMPACTOR WACKER DPU5545H 2019 In Service PCWACK19 07-31-22 07-19-19 PWACK19B PLATE COMPACTOR WACKER WP1550AW 2019 Stolen PWACK19B 09-09-19 08-27-21 STEEL PLATES MPLATE8 08X08 STEEL PLATES (8) 8 PLATES In Service MPLATE8 MPLATE10 8x10 STEEL PLATES(9) 9 PLATES In Service MPLATE10 MPLATE14 8x14 STEEL PLATES (6) 6 PLATES In Service MPLATE14 10-22-21 MPLATE16 8x16 STEEL PLATES(12) 12 PLATES In Service MPLATE16 10-22-21 MPLATE18 8x18 PLATES (2) 2 PLATES In Service MPLATE18 MPLATE20 8x20 STEEL PLATES(21) 22 PLATES In Service MPLATE20 10-29-21 PUMPS WELLPNT & WELLPNT ACCES P6VS 6" MULTI-PURP PUMP SLOAN 6" 1996 Settlmnt w Dav P6VS 10-07-08 07-01-11 P8PVA 8' PIONEER VAC ASST TRASH PUMPPIONEER PP88S12 2004 Settlmnt w Dav P8PVA 08-24-11 07-31-11 PHD6H 6" PUMP HEAD HOLLAND H-6-TMSA-1 1999 In Service PHD6H 02-06-23 02-24-23 PHD6S 6" PUMP HEAD SLOAN TP6 2020 In Service PHD6S 09-07-22 PHYD6 6" HYDRAULIC PUMP In Service PHYD6 02-06-23 10-15-21 PHYDS 6" HYDRAULIC PUMP SLOAN 6" In Service PHYDS 08-20-21 11-07-14 PJETA 6" JET PUMP BERKELEY JET PUMP In Service PJETA 10-31-16 05-13-11 PJETC 4" JET PUMP COMPLETE DEWATERING1998 Settlmnt w Dav PJETC 09-16-11 12-09-11 METEST ELECTRIC TEST PUMP Scraped METEST 07-10-01 04-07-06 MGTEST GAS TEST PUMP HURCO Scraped MGTEST 03-23-21 10-23-09 P3TR19 3" TRASH PUMP HONDA 8HP-396GPM2019 In Service P3TR19 03-17-22 P6JP08 6x3 VAC ASSIST PUMP DIESEL PIONEER PP63C17TCD2008 In Service P6JP08 10-27-22 PE6BP1 ELECTRIC BYPASS PUMP OMNISITE XR50 2007 Out of Service PE6BP1 10-27-08 PHYDH6 PUMP SYSTEM D8 PERKINS 1104.44-12 Settlmnt w Dav PHYDH6 08-31-20 12-03-10 PTESTA TEST PUMP RICE HYDROSTATI2012 Stolen PTESTA 04-29-21 PTRDU6 6" HYDRAULIC TRASH PUMP HEAD DURAFLO HTC006 2013 In Service PTRDU6 10-04-22 PTRMA3 3" GAS TRASH PUMP MAGNUM MTP300 2008 In Service PTRMA3 08-12-22 PTRMQ3 3" GAS TRASH PUMP MULTIQUIP QP3TH 2007 In Service PTRMQ3 10-13-21 07-06-18 PTRMQ4 4" GAS TRASH PUMP MULTIQUIP QP4TH 2007 In Service PTRMQ4 12-15-16 PTRWK3 3" TRASH PUMP WACKER In Service PTRWK3 07-21-20 04-08-16 PUMP20 3" TRASH PUMP WACKER PT 3A 2020 In Service PUMP20 04-19-22 PWP10A 10" WELLPOINT PUMP COMPLETE 10VAWP-D6- 2002 Settlmnt w Dav PWP10A 09-10-15 06-24-11 PWP12A 12" WELLPOINT PUMP Scraped PWP12A 03-14-17 12-10-21 PWP12B 12" WELLPOINT PUMP Scraped PWP12B 07-10-18 07-11-14 Ric-Man International, Inc. Page 704-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing PWPG10 10" WELLPOINT PUMP GRIFFIN WELLPNT PU Settlmnt w Dav PWPG10 05-19-11 06-17-11 MGTEST2 GAS TEST PUMP HURCO In Service MGTEST2 03-11-22 P3TR12A 3" TRASH PUMP WACKER 2012 In Service P3TR12A 09-08-22 P3TR13A 3" TRASH PUMP WACKER 2013 In Service P3TR13A 07-22-16 P3TR13B 3" TRASH PUMP WACKER 2013 In Service P3TR13B 02-11-22 PDAERO6 6 DIAPHRAGM PUMP ARO DIAPHRAGM 16 In Service PDAERO6 10-31-22 PDHOND3 3" DIAPHRAGM PUMP HONDA DIAPHRAGM 2006 In Service PDHOND3 PTHONDA TEST PUMP HONDA 2008 In Service PTHONDA 07-09-14 PTR8TPA 8" 32 HPU HYD TRASH PUMP THOMPSON 32HPU HYD 2016 In Service PTR8TPA 12-08-22 PTRH03A 3" TRASH PUMP HONDA 7.9HP 2016 In Service PTRH03A 03-11-22 PTRMQ3A 3" GAS TRASH PUMP MULTI-QUIP QP3TH 2014 In Service PTRMQ3A 03-25-21 PTRMQ3B 3" GAS TRASH PUMP MULTI QUIP QP3TH 2014 In Service PTRMQ3B 09-15-20 PTRWK3A 3" TRASH PUMP WACKER 2013 In Service PTRWK3A 07-22-16 PTRWK3B 3" TRASH PUMP WACKER 2014 In Service PTRWK3B 10-19-21 12-19-14 PTRWK3C 3" TRASH PUMP WACKER 2014 In Service PTRWK3C 06-22-17 PTRWK3D 3" TRASH PUMP WACKER 2014 In Service PTRWK3D 06-21-17 WELLPTS SELF JETTING WELLPOINTS (30) 11/2" x 3' 2013 In Service WELLPTS 08-15-14 6TPUMP21 2021 6" TRASH PUMP PRIMERITE CT006D 2021 In Service 6TPUMP21 09-07-22 P10WP13A 10" WELLPOINT PUMP M&W RWP10 2013 In Service P10WP13A 01-20-23 09-26-14 P10WP13B 10" WELLPOINT PUMP M&W RWP10 2013 In Service P10WP13B 01-20-23 12-23-22 P550RI15 PUMP - HYDROSTATIC TEST 550 RICEHYDRO DPH-3B 2015 In Service P550RI15 PHYDKOM1 HYDRAULIC PUMP - KOMATSU KOMATSU 703-8T-001 2012 In Service PHYDKOM1 11-02-20 PT3MQ17B 3" TRASH PUMP MULTIQUIP QP3TH 2017 Stolen PT3MQ17B PTESTR18 2018 RICE HYDRO TRIPLE TEST PU RICE HYDRO KAPP2018 In Service PTESTR18 02-06-18 PTR3MQ17 3" TRASH PUMP MULTIQUIP QP3TH In Service PTR3MQ17 WELLPTS1 WELLPOINT SCREEN/SWING JOINT 2014 In Service WELLPTS1 PRESSURE WASHERS MPRESS PRESSURE WASHER HYDROTEK SW30004 1993 In Service MPRESS 09-06-16 12-09-11 MPRESS2 STEAM CLEANER 2005 In Service MPRESS2 11-05-20 ROLLERS RCC10 ROLLER DYNAPAC CC10 Sold RCC10 08-25-03 06-07-03 RCS12 ROLLER DYNAPAC CS12 1985 Scraped RCS12 08-07-07 03-06-04 RRAMX ROLLER RAMMAX COMPACTOR Scraped RRAMX 01-28-14 RB124B ROLLER BOMAG BW124DH 2005 Settlmnt w Dav RB124B 01-25-13 11-04-11 RB124C ROLLER BOMAG BW124DH 2007 In Service RB124C 12-19-22 03-03-23 RBW100 ROLLER BOMAG BM100 1997 Sold RBW100 10-04-13 07-19-13 RBW120 ROLLER BOMAG BW120 Sold RBW120 04-24-18 05-18-01 RBW124 ROLLER - VIBRATORY JD BOMAG BW124DH 2004 Stolen RBW124 04-29-13 03-24-06 RC122B ROLLER DYNAPAC CC122 2005 In Service RC122B 06-30-21 10-01-21 RCA151 ROLLER DYNAPAC CA151 1991 Settlmnt w Dav RCA151 04-27-11 06-30-11 RCC102 ROLLER DYNAPAC CC102 1994 Settlmnt w Dav RCC102 09-13-11 12-16-11 RCC122 ROLLER DYNAPAC CC122 2005 Settlmnt w Dav RCC122 11-08-12 02-03-12 RCS12A ROLLER Dynapac CS12 Settlmnt w Dav RCS12A 06-07-11 08-19-11 RD2200 ROLLER DYNAPAC CC2200 2019 In Service RD2200 09-02-22 04-07-23 RB12010 ROLLER BOMAG BW120AD4 2010 In Service RB12010 02-27-23 03-31-23 RB12012 ROLLER BOMAG BW120 2012 In Service RB12012 12-15-22 04-07-23 RB12414 ROLLER BOMAG BW124DH 2014 In Service RB12414 12-19-22 02-24-23 RIRSD70 ROLLER INGERSOLL- SD70D 2000 Stolen RIRSD70 03-18-13 04-05-13 RJCBVM75 ROLLER JCB VM75D 2007 In Service RJCBVM75 12-07-22 03-10-23 SHOP EQUIP FP21ZZ17 2017 DIESEL FUEL FILTRATION SY PARKER FC-16-25 2017 In Service FP21ZZ17 SEA VESSELS/BOATS MBARG1 BARGE SHUGART 5x10x21 Sold MBARG1 MBARG2 BARGE SHUGART 5x10x21 Sold MBARG2 MBARG3 BARGE SHUGART 5x10x21 Sold MBARG3 MBARG4 BARGE SHUGART 5x10x21 Sold MBARG4 MBARG5 BARGE SHUGART 5x10x21 Sold MBARG5 MBARG6 BARGE SHUGART 5x10x21 Sold MBARG6 MBARG7 BARGE SHUGART 5x10x21 Sold MBARG7 MBARG8 BARGE SHUGART 5x10x21 Sold MBARG8 MYAMA1 1994 YAMAHA JET SKI YAMAHA 99900 1994 Sold MYAMA1 06-30-03 MYAMA2 1994 YAMAHA JET SKI YAMAHA 99900 1994 Sold MYAMA2 06-30-03 SAILFISH 16' Sailfish Outboard SAILFISH EMZ 2001 Settlmnt w Dav SAILFISH 07-01-11 03-05-10 TIMELESS 61' VIKING VIKING 61' CONVER 2005 Settlmnt w Dav TIMELESS 10-15-10 09-17-10 TIMEOUT1 TT TIMEOUT COBIA 236WA 25'6 2008 Settlmnt w Dav TIMEOUT1 09-28-10 08-06-10 TIMEOUTM TT TIMEOUT OUTBOARD MOTOR YAMAHA F350TUR 2008 Settlmnt w Dav TIMEOUT1 AUTOMOBILES A102 1999 LINCOLN NAVIGATOR LINCOLN NAVIGATOR 1999 Sold A102 11-14-02 07-23-99 A115 1996 FORD EXPLORER FORD EXPLORER 1996 Sold A115 05-10-01 PM01 2014 CHEVY EQUINOX CHEVROLETEQUINOX 2014 Sold PM01 10-31-21 11-05-21 A115A 2000 DODGE DURANGO DODGE DURANGO 2000 Sold A115A 09-24-07 10-11-02 ACADA 1996 CADILLAC DEVILLE CADILLAC DEVILLE 1996 Sold ACADA 02-24-00 ACADB 2000 CADILLAC DEVILLE CADILLAC DEVILLE 2000 Sold ACADB 06-30-04 Ric-Man International, Inc. Page 804-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing ALEXB 2003 GX470 SUV LEXUS GX470 2003 Sold ALEXB 10-04-05 ALEXC 2006 LEXUS LEXUS 2006 Scraped ALEXC ALINC 1999 LINCOLN CONTINENTAL LINCOLN CONTINENTA1999 Sold ALINC 06-21-19 A03EXP 2003 FORD EXPLORER FORD EXPLORER s2003 Settlmnt w Dav A03EXP 07-08-19 05-28-10 A04NIS 2004 NISSAN ARMADA NISSAN ARMADA 2004 Sold A04NIS 01-15-07 A06FER 2006 FERRARI F430 SPIDER FERRARI F430 SPIDE 2006 Settlmnt w Dav A06FER 07-01-10 A07EXP 2007 FORD EXPIDITION FORD EXPIDITION 2007 Sold A07EXP 01-09-15 07-08-11 AJAG07 JAGUAR JAGUAR XKR 2007 Sold AJAG07 06-09-20 02-10-12 ALEX04 2004 LEXUS LS430 LEXUS LS430 2004 Settlmnt w Dav ALEX04 07-01-11 ALEXUS 1999 LEXUS GS300 LEXUS GS300 1999 Sold ALEXUS 04-18-01 ALINCB 2003 NAVIGATOR LINCOLN NAVIGATOR 2003 Sold ALINCB 12-05-03 ALINCC 2002 LINCOLN CONTINENTAL LINCOLN CONTINENTA2002 Sold ALINCC ALINCD 2005 LINCOLN NAVIGATOR LINCOLN NAVIGATOR 2005 Settlmnt w Dav ALINCD AMERCA 2000 MERCURY SABLE MERCURY SABLE 2000 Sold AMERCA 02-10-03 01-24-03 A07EXP2 2007 FORD EXPIDITION FORD EXPIDITION 2007 Sold A07EXP2 07-15-13 07-26-13 A08INF1 2008 INFINITI INFINITI QX56 2008 Settlmnt w Dav A08INF1 07-01-11 05-28-10 ABENZ01 2001 MERC BENZ ML320 MERCEDES ML320 2001 Sold ABENZ01 06-01-15 ACAES08 2008 CADILLAC ESCALADE CADILLAC ESCALADE 2008 Sold ACAES08 03-31-16 12-11-15 AESCC23 2023 CADILLAC ESCALADE CADILLAC ESCALADE 2023 In Service AESCC23 ALEX450 2002 LEXUS LS450 LEXUS LS450 2002 Sold ALEX450 ALINC12 2012 LINCOLN LINCOLN MKX 2012 In Service ALINC12 12-31-22 04-14-23 AMERC11 2011 MERCEDES SUV MERCEDES GL450 2011 In Service AMERC11 06-07-22 ATAHC19 2019 CHEVROLET TAHOE (BLACK) CHEVROLETTAHOE 2019 In Service ATAHC19 01-31-23 04-14-23 ATAHC21 2021 CHEVROLET TAHOE (MI) CHEVROLETTAHOE 2021 In Service ATAHC21 02-04-22 ATRVC21 2021 CHEVY TRAVERSE CHEVROLETTRAVERSE 2021 In Service ATRVC21 01-06-23 04-14-23 AYUKG20 2020 GMC YUKON GMC YUKON 2020 In Service AYUKG20 01-31-23 10-14-22 ABMWX519 2019 BMW X5 BMW X5 x DRIVE 2019 In Service ABMWX519 09-30-22 ACAES08B 2008 CADILLAC ESCALADE CADILLAC ESCALADE 2008 Sold ACAES08B 01-06-15 07-04-14 ACAES15A 2015 CADILLAC ESCALADE CADILLAC ESCALADE 2015 In Service ACAES15A 01-31-23 07-22-22 AEXPF14A 2014 FORD EXPLORER (BLK) FORD EXPLORER 2014 Sold AEXPF14A 11-21-18 11-02-18 AEXPF14B 2014 FORD EXPLORER (WHITE) FORD EXPLORER 2014 Scraped AEXPF14B 09-15-16 03-10-17 AEXPF14C 2014 FORD EXPLORER (WHITE) FORD EXPLORER 2014 Sold AEXPF14C 09-13-21 11-26-21 AMER6319 2019 MERCEDES-BENZ GT63C4 AMGMERCEDES-BGT63C4 AMG2019 In Service AMER6319 01-31-23 ARANRV14 2014 RANGE ROVER LAND ROVERRANGE ROVE2014 In Service ARANRV14 09-21-22 04-02-21 ARANRV16 2016 RANGE ROVER LAND ROVERRANGE ROVE2016 Sold ARANRV16 06-30-22 08-12-22 ARANRV23 2023 RANGE ROVER LAND ROVERRANGE ROVE2023 In Service ARANRV23 12-31-22 04-14-23 ATRVC21B 2021 CHEVY TRAVERSE CHEVY TRAVERSE 2021 In Service ATRVC21B 12-31-22 02-24-23 TEST BALLS TEST04 TEST BALL 15-32 CHERNE IND310328 15 2020 In Service TEST04 TEST05 TEST BALL 15-32 CHERNE IND310328 15 2020 In Service TEST05 TEST21 TEST BALL 60" PILLOW STYLE TRENCH PLA60" PILLOW 2021 In Service TEST21 03-24-22 TEST22 TEST BALL 60" PILLOW STYLE NATIONAL T 60" PILLOW 2022 In Service TEST22 TEST21B TEST BALL 60" PILLOW-STYLE TRENCH PLA60" PILLOW 2021 In Service TEST21B TEST22B TEST BALL 24-60 PIPE PLUG 24" - 60" 2022 In Service TEST22B 11-29-22 MTB2448A TEST BALL 24-48 I SERIES TRENCH PLA310488 2016 In Service MTB2448A 02-21-21 MTB2460A TEST BALL 24-60 24" - 60" 2015 In Service MTB2460A 01-14-16 MTB2460B TEST BALL 24-60 24" - 60" 2015 In Service MTB2460B 02-02-21 TRENCH/ROCK BOXES MARCH ARCH SPREADER ARCH SPREADER 2005 Settlmnt w Dav MARCH 01-29-07 TB524 TRENCH BOX 5 X 24 Scraped TB524 12-22-06 TS811 TRENCH SHIELD 8 X 11 In Service TS811 02-07-14 TS813 TRENCH SHIELD 8 X 13 In Service TS813 M20DRB 20 YD ROCK BOX EFFICIENCY SM-EWHD-242005 Settlmnt w Dav M20DRB M5YDRB 5 YARD ROCK BOX Settlmnt w Dav M5YDRB 05-15-14 M8YDRB 7.5 YARD ROCK BOX STONE MIZEHVY DUTY 7 2014 In Service M8YDRB 06-15-17 M9YDRB 9 YARD ROCK BOX SM-9 In Service M9YDRB 05-15-14 10-14-11 RB12YD 12 YD ROCK BOX STONE MIZEEW In Service RB12YD TB424A TRENCH BOX 4 X 24 A PRO-TEC PRO6-424D 1999 In Service TB424A 03-15-14 09-30-11 TB424B TRENCH BOX 4 X 24 B PRO-TEC PRO6-424D 1999 In Service TB424B 06-24-13 05-28-10 TB4616 TRENCH BOX 4X6X16 SPEED SHORTS-0616TL4 Scraped TB4616 11-24-10 TB4620 TRENCH BOX 4X6X20 PRO-TEC PRO4-620D Settlmnt w Dav TB4620 TB6224 TRENCH BOX 6X2X24 PRO-TEC PRO6-224D In Service TB6224 06-03-22 TB6412 TRENCH BOX 6X4X12 Settlmnt w Dav TB6412 TB6624 TRENCH SHIELD 6 x 6 x 24 2014 In Service TB6624 TB6820 TRENCH SHIELD 6 x 8 x 20 6" d w 8x2 2014 In Service TB6820 TB8624 TRENCH BOX 8 X 6 X 24 HT5 824 824 HT F In Service TB8624 11-20-01 11-25-22 TB8824 TRENCH BOX 8 X 8 X 24 HT6 824 8D824WBH In Service TB8824 06-30-16 09-23-22 TB8828 TRENCH BOX 8X28 SPEED SHORTS-0828DW8 2004 Settlmnt w Dav TB8828 05-21-10 M7YDRBA 7 YD ROCK BOX In Service M7YDRBA 02-23-15 04-07-17 M7YDRBB 7 YD ROCK BOX In Service M7YDRBB 05-22-14 SHRNG21 HYDRAULIC SHORING/56" EXT/PUMP 2021 In Service SHRNG21 TB10X24 TRENCH BOX 10 X 24 TRENCH PLA10 X 4 2022 In Service TB10X24 12-09-22 TB824TP TRENCH BOX 8 X 24 TRENCH PLAHT6-824 2016 In Service TB824TP 02-24-23 M30SKBOX 30 CY SILK BOX ROLL OFF WASTE EQUI30YD 2015 In Service M30SKBOX 01-12-16 ROCK12YD 12 YARD ROCK BOX STONE MIZEEW In Service ROCK12YD 08-27-21 TB12SPRD 12' STEEL PIPE SPREADERS (4) 2014 In Service TB12SPRD Ric-Man International, Inc. Page 904-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing TB16NTBX HOFMAN 4X7X1/4X15.6 NIGHT BOX HOFMAN NIGHTBOX 2016 In Service TB16NTBX 12-13-21 DUMP TRUCKS TDF02A 1996 F800 16' FLAT DUMP FORD F800 1996 Scraped TDF02A 04-20-21 11-16-18 TDI92A DUMP TRUCK INTERNATIO 8100 1992 Scraped TDI92A 10-20-11 10-28-11 TDI92B DUMP TRUCK INTERNATIO 8100 1992 Garaged TDI92B 06-30-22 11-13-20 TDM02A MACK TRUCK MACK CS300P 2000 Settlmnt w Dav TDM02A 11-09-18 12-09-11 TDM04A 2004 TRI-AXLE DUMP TRUCK MACK CV713 2004 Stolen TDM04A 06-01-19 12-14-18 TDM06A MACK DUMP TRUCK MACK CV713 2006 Settlmnt w Dav TDM06A 08-17-11 09-16-11 TDM07A TRI-AXLE DUMP TRUCK MACK CTP713 2007 In Service TDM07A 02-04-23 04-14-23 TDFORDA 1995 FORD DUMP TRUCK FORD DUMP LT900 1995 Scraped TDFORDA 04-23-09 10-15-05 TMG64B19 2019 MACK DUMP TRUCK MACK GR64B 2019 In Service TMG64B19 03-03-23 04-14-23 TRAILERS THILL OFFICE/STORAGE TRAILER SUMMERHILLSTORGE TRA Scraped THILL 03-31-99 TT119 1998 PACE TRAILER PACE TRAILER 1998 Out of Service TT119 07-01-11 08-22-99 TTJET 1994 PERF JET SKI TRAILER PERF JET SKI TR 1994 Sold TTJET 11-14-02 MTACKA INGERSOLL RAND HT-250T INGERSOLL HT-250T 2005 In Service MTACKA 06-30-22 08-28-15 MTACKB LEEBOY TACK TANK LEEBOY 250T 1996 In Service MTACKB 12-15-22 T12TON 1995 ECONOLINE TRAILER ECONOLINE MP424TE 1995 Settlmnt w Dav T12TON 07-01-11 08-19-11 T16TON 1997 ECONOLINE TRAILER ECONOLINE SP624TE TR 1997 In Service T16TON 06-30-22 06-24-22 T25TON TRAILER EAGER BEAV25XPT 2006 Settlmnt w Dav T25TON 05-01-18 07-29-11 TAXLE2 1979 BAME 3AXLE TRAILER BAME 3XLE 1979 Scraped TAXLE2 06-30-04 TLDANE 1971 GREAT DANE 40' FLAT GREAT DANE40' FLAT 1971 Scraped TLDANE 07-23-07 07-20-01 TLDARS DARSEY TRAILER DARSEY TRAILER Scraped TLDARS TLKIN2 1988 KING MODULAIR TRAILER KING OT 1988 Settlmnt w Dav TLKIN2 07-01-11 TLKING 1998 KING LOWBOY TRAILER KING TK100HDG 1998 In Service TMM01A 03-29-23 04-14-23 TT113A PACE TRAILER PACE WS6106SHD 2000 Out of Service TT113A 07-01-11 06-24-11 TTCONT CONTRAIL TRAILER CONTRAIL C-12BL 2006 In Service TTCONT 06-30-22 03-03-23 TTCURA 2004 CURAHEE UTILITY TRAILER CURAHEE TRAILER 2004 In Service TTCURA 06-30-22 03-18-22 TTFRUE 1971 FRUEHAUF TRAILER FRUEHAUF TRAILER 1971 Sold TTFRUE 06-24-02 TTHARD 1981 HARDEE TRAILER HARDEE TRAILER 1981 Scraped TTHARD 06-05-02 TTHAUL 1999 HAULIN TRAILER 1 Axle HAULIN 5700 FLAT 1999 Out of Service TTHAUL 07-01-11 THM4SAW STREET SAW TRAILER HOMEMADE 2002 In Service THM4SAW 11-07-18 TLAZTEC 1967 AZTEC LOWBOY AZTEC LOWBOY 1967 Scraped TLAZTEC 08-20-04 TTANDS1 2003 ANDS TRAILER ANDS TRAILER 2003 Settlmnt w Dav TTANDS1 07-01-11 07-16-10 OFTMOD18 MODSPACE 12x56 OFFICE TRAILER MODSPACE CGSNGL12602018 In Service OFTMOD18 04-21-21 SAILFSHT SAILFISH TRAILER PERF 1999 Settlmnt w Dav SAILFISH 07-01-11 TCROWN20 TRIPLE CROWN TRAILER TRIPLE CRO 2020 In Service TCROWN20 07-19-22 TICONT18 2018 CONTINENTAL CARGO TRAILERCONTINENTA6X12TA2 2018 In Service TICONT18 06-30-22 TIMEOUTT TT TIMEOUT TRAILER AMERA TRAIAC2426TMB 2008 Settlmnt w Dav TIMEOUT1 09-15-10 08-06-10 TRL13EGR 2013 25TON TRAILER EAGER BEAV25XPT 2013 Stolen TRL13EGR 06-06-19 TRL19EGR EAGER BEAVER 25 TON TRAILER EAGER BEAV25XPT 2019 In Service TRL19EGR 06-30-22 PICKUPS TTV1 1992 TV VAN CHEVY TV VAN 1992 Scraped TTV1 04-07-05 02-04-00 TP104 1995 FORD PICK UP FORD PICK UP 1995 Sold TP104 01-21-00 01-06-00 TP105 1997 FORD SERVICE TRUCK FORD SUPERDUTY1997 Sold TP105 01-14-15 05-31-13 TP107 1990 FORD F250 FORD F350 1990 Sold TP107 11-01-99 TP108 1984 FORD WHITE FLATBED FORD FLATBED 1984 Sold TP108 07-15-03 06-15-02 TP114 1993 FORD F250 PICK UP FORD F250 1993 Scraped TP114 07-01-07 06-30-06 TP116 1999 FORD F150 PICK UP FORD F150 1999 Sold TP116 07-01-09 04-17-04 TP117 1994 DODGE 2500 PICK UP DODGE 2500 1994 Scraped TP117 07-01-08 06-18-05 TP118 2001 SD F250 4X2 FORD F250 2001 Sold TP118 06-30-04 10-21-00 TP119 1995 DODGE RAM PICK UP DODGE RAM PICK U 1995 Sold TP119 02-05-07 09-18-04 TP120 1987 FORD F250 FORD F250 1987 Scraped TP120 08-05-02 07-27-01 TP124 1986 FORD F350 FLATBED FORD F350 1986 Sold TP124 12-31-03 12-20-03 CTRK23 CHEVY SILVERADO 2500 DBL CAB CHEVROLETSILVERADO 2023 In Service CTRK23 02-27-23 04-14-23 CVAN23 CHEVY CARGO VAN CHEVROLETEXPRESS CA2023 In Service CVAN23 03-21-23 03-31-23 TMF01A 2001 FORD MECH TRUCK FORD Mech Tr 2001 Settlmnt w Dav TMF01A 05-03-12 12-02-11 TMF02A 1999 F450 MECHANIC TRUCK FORD F450 1999 Settlmnt w Dav TMF02A 07-03-12 10-07-11 TMF04A 2004 F550 SUPERDUTY FORD F550 2004 Stolen TMF04A 07-29-14 11-16-12 TMF07A 2007 FORD F550 FORD F550 2007 Sold TMF07A 04-02-21 11-16-12 TP107B 1999 FORD F-250 SUPERDUTY XCABFORD F250 1999 Sold TP107B 06-11-02 06-07-02 TP108A 1996 FORD SERVICE TRUCK FORD F250 1996 Scraped TP108A 01-01-11 06-04-10 TP110A 1994 DODGE 2500 SERIES SOLD DODGE 2500 1994 Sold TP110A 08-16-01 02-08-02 TP110B 1999 FORD F-250 SUPERDUTY XCABFORD F250 SD XC 1999 Sold TP110B 05-23-02 06-01-02 TP113A 1995 DODGE RAM PICK UP DODGE RAM PICK U 1995 Sold TP113A 03-05-03 05-31-03 TP113B 2000 FORD F250 PICKUP FORD F250 2000 Sold TP113B 11-03-07 12-22-06 TP117A 2000 FORD F250 PICKUP FORD F250 2000 Sold TP117A 06-01-12 03-23-12 TPC08A 2008 CADILLAC ESCALADE CADILLAC ESCOLADE E2008 Settlmnt w Dav TPC08A 07-01-11 TPD02A 2002 DODGE RAM PICKUP DODGE RAM 1500 2002 Sold TPD02A 01-01-08 11-20-04 TPD03A 2003 DODGE RAM 2500-QUAD DODGE RAM 2500 2003 Sold TPD03A 01-22-08 12-15-06 TPD03B 2003 DODGE RAM 2500 DODGE RAM 2500 2003 Sold TPD03B 03-26-15 10-12-12 TPD04A 2004 DODGE RAM DODGE RAM 2004 Scraped TPD04A 04-24-15 TPD04B 2004 DODGE RAM 1500 PICKUP DODGE 1500 2004 Sold TPD04B 08-04-15 09-25-15 TPD06A 2006 DODGE 1500 QUAD DODGE RAM 1500 2006 Settlmnt w Dav TPD06A 05-21-13 02-03-12 TPD06B 2006 DODGE 1500 QUAD DODGE RAM 1500 2006 Sold TPD06B 09-29-13 07-26-13 Ric-Man International, Inc. Page 1004-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing TPD07A 2007 DODGE 2500 PICKUP DODGE 2500 2007 Sold TPD07A 03-23-16 09-25-15 TPD07B 2007 DODGE 2500 PICKUP DODGE 2500 2007 Sold TPD07B 01-25-16 05-22-15 TPD07C 2007 DODGE 2500 PICKUP DODGE 2500 2007 Sold TPD07C 11-08-16 10-30-15 TPF00A 2000 FORD F250 PICKUP FORD F250 2000 Scraped TPF00A 01-30-14 TPF01A 2001 FORD F-250 PICKUP FORD F250 2001 Sold TPF01A 01-08-08 12-22-06 TPF01B 2001 FORD F-250 FORD F250 2001 Settlmnt w Dav TPF01B 08-16-12 09-16-11 TPF01C 2001 FORD F250 PICKUP FORD F250 2001 Sold TPF01C 06-15-14 05-30-14 TPF02A 2002 FORD F-250 FORD F250 2002 Settlmnt w Dav TPF02A 12-21-17 09-28-18 TPF02B 2002 FORD F25O PICKUP FORD F250 2002 Sold TPF02B 06-11-13 01-20-12 TPF02D 1997 FORD SUPERDUTY FORD SUPERDUTY1997 Scraped TPF02D 01-01-11 08-06-10 TPF04A 2004 FORD F250 PICKUP FORD F250 2004 Sold TPF04A 08-03-13 TPF06A F-250 PICKUP FORD F250 2006 Sold TPF06A 09-21-07 TPF10A 2010 FORD PU F150 FORD F-150 2010 Settlmnt w Dav TPF10A 06-21-11 04-15-11 TPFO2C 2002 F-250 FORD PICKUP FORD F250 2002 Out of Service TPFO2C 04-23-14 12-06-13 TPG02A 2002 GMC SIERRA 2500 GMC SIERRA 2002 Sold TPG02A 01-01-08 06-18-05 TPN05A 2005 NISSAN TITAN LE NISSAN TITAN LE 4 2005 Sold TPN05A 07-09-10 03-05-10 TPT07A 2007 TOYOTA TUNDRA PU TOYOTA TUNDRA 2007 Sold TPT07A 07-15-10 12-10-10 TPT08A 2008 TOYOTA TACOMA TOYOTA TACOMA 2008 Settlmnt w Dav TPT08A 07-01-11 TPWELD 1987 FORD F250 FLATBED FORD F250 1987 Scraped TPWELD 07-01-07 12-10-05 TRK19A 2019 CHEVY SILVERADO 2500HD CHEVROLET2500 HD 4D 2019 In Service TRK19A 04-05-23 04-14-23 TRK20A 2020 CHEVY SILVERADO 2500HD CHEVROLET2500 HD 4D 2020 In Service TRK20A 03-06-23 04-14-23 TRK20B 2020 CHEVY SILVERADO 2500HD CHEVROLET2500 HD 4D 2020 In Service TRK20B 12-31-22 01-20-23 TVC00A 2000 CHEVY ASTRO VAN CHEVY ASTRO 2000 Sold TVC00A 03-07-08 03-03-06 TVF06A 2006 FORD VAN FORD E250 VAN 2006 Sold TVF06A 09-12-14 10-03-14 TVF06B 2006 FORD ECONOLINE VAN FORD ECONOLINE 2006 Sold TVF06B 10-15-19 TVF07A 2007 FORD ECONOLINE VAN FORD ECONOLINE 2007 Settlmnt w Dav TVF07A 05-19-11 12-09-11 TVG03A 2003 GMC VAN GMC VAN 2003 Sold TVG03A 02-23-22 08-10-18 TVMATT 1996 ECONOLINE VAN FORD ECONOLINE 1996 Sold TVMATT 12-31-00 10-07-00 PUF13CHR 2013 FORD F150 FORD F150 2013 Sold PUF13CHR 11-30-22 11-11-22 PUF13LUI 2013 FORD F150 FORD F150 2013 In Service PUF13LUI 01-31-23 04-14-23 T1500C22 2022 CHEVY SILVERADO 1500 CHEVY SILVERADO 2022 In Service T1500C22 11-30-22 01-27-23 T1500G22 GMC SIERRA 1500 LTD DENALI GMC SIERRA 2022 In Service T1500G22 01-31-23 04-14-23 T2500C14 2014 CHEV 2500HD PICKUP CHEVROLETSILVERADO 2014 Sold T2500C14 11-30-20 06-05-20 T2500C16 2016 CHEV 2500 SILVERADO CHEVROLETSILVERADO 2016 In Service T2500C16 kept here 01-31-23 02-09-18 T2500C17 2017 CHEVY SIVERADO 2500 HD CHEVY SIVERADO 2 2017 In Service T2500C17 03-09-23 12-23-22 T2500C18 2018 CHEVROLET SILVERADO 2500 CHEVROLETSILVERADO 2018 In Service T2500C18 12-31-22 04-07-23 T2500C19 2019 CHEVROLET SILVERADO 2500HCHEVROLETSILVERADO 2019 In Service T2500C19 12-31-22 12-09-22 T250C14A 2014 CHEVY 2500HD UTILITY CHEVROLETSILVERADO 2014 Sold T250C14A 05-23-22 06-18-21 T250C14B 2014 CHEVY SILVERADO 2500 CHEVY 2500 SILVE 2014 Sold T250C14B 04-23-22 04-08-22 T250C16A 2016 CHEVY SILVERADO 2500HD CHEVY SILVERADO 2016 In Service T250C16A 12-31-22 04-14-23 T250C18B 2018 CHEVROLET SILVERADO 2500HCHEVROLETSILVERADO 2018 In Service T250C18B 03-07-23 04-14-23 T250C19A 2019 CHEVY SILVERADO 2500 CHEVROLETSILVERADO 2019 In Service T250C19A 01-06-23 T250C19B 2019 CHEVROLET SILVERADO 2500HCHEVROLETSILVERADO 2019 In Service T250C19B 03-13-23 04-14-23 TF550F16 2016 FORD F550 SUPER DUTY FORD F550 2016 In Service TF550F16 04-03-23 04-14-23 TPF06450 2006 FORD F450 UTILITY FORD F450 2006 Scraped TPF06450 10-29-13 TPF08350 2008 FORD F350 UTILITY FORD F350 2008 Sold TPF08350 06-03-19 01-06-17 TPF9350A 2009 FORD F350 UTILITY FORD F350 2009 Sold TPF9350A 06-23-22 07-01-22 TPF9350B 2009 FORD F350 UTILITY FORD F350 2009 In Service TPF9350B 12-31-22 04-14-23 TPGMC15A 2015 GMC SIERRA P/U GMC SIERRA 2015 Sold TPGMC15A 10-31-22 06-10-22 VANCORAL 2013 FORD E350 VAN FORD E350 2013 Sold VANCORAL 09-09-14 03-28-14 TRUCKS/TRACTORS TEW99 1999 WATER TRUCK FRHT TK 1999 Sold TEW99 12-15-20 08-21-20 TFC19 2019 CHEVROLET 4500HD CHEVROLET4500HD 2019 In Service TFC19 03-16-23 04-14-23 TFF94 FLATBED TRUCK FORD F800 1994 Garaged TFF94 12-24-21 05-06-22 TJETV 1985 JET TRUCK GMC TOPKICK 1985 Scraped TJETV 08-31-09 07-15-11 TM112 1981 WATER TRUCK MACK TRACTOR - 1981 Scraped TM112 08-24-17 11-02-18 TMH20 1976 MACK MACK TRUCK 1976 Scraped TMH20 01-01-11 09-23-11 TMH2O 1976 MACK WATER TRUCK MACK 3 AXLE F11 1976 Scraped TMH2O 01-01-08 04-28-06 TTACK 1987 INTERNATIONAL 1654 INTERNATIO TRUCK 1987 Sold TTACK 12-31-04 08-09-02 TJETV2 1992 VACUUM TRUCK VOLVO VAC TRUCK 1992 Out of Service TJETV2 11-07-17 06-24-16 TM106A 1988 MACK TRACTOR MACK TRACTOR 1988 Scraped TM106A 01-01-09 05-28-10 TM112B 1996 FORD FUEL TRUCK FORD FUEL TRUCK1996 Scraped TM112B 09-25-18 04-20-18 TM6X6A MILITARY TANKER WATER TRUCK COSL IHP 6x6 H2O TR 1971 Settlmnt w Dav TM6X6A 01-01-11 02-17-12 TMAUTO 1977 MACK AUTOCAR MACK AUTOCAR 1977 Scraped TMAUTO 07-21-18 07-14-00 TMBOOM BOOM TRUCK MITSUBISHI 1990 Scraped TMBOOM 01-13-05 09-17-05 TMFLAT 1976 INTERNATIONAL WATER INTERNATIO TRUCK 1976 Scraped TMFLAT 12-31-03 10-04-02 TMIH2O WATER TRUCK INTERNATIO S-1900 1988 Settlmnt w Dav TMIH2O 05-13-20 12-09-11 TMM01A MACK TRACTOR (LOW BOY) MACK RD688S 2001 In Service TMM01A 03-31-23 04-14-23 WTRK21 2021 WATER TRUCK FREIGHTLNRM2106 2500 2021 In Service WTRK21 01-31-23 04-14-23 TJETV07 2007 Vactor 2100 Classic INTERNATIO VACTOR 210 2007 Garaged TJETV07 09-26-22 07-15-22 TPF33715 2015 PETERBILT FUEL SERVICE TR PETERBILT 337 2015 In Service TPF33715 03-23-23 04-14-23 WTRK06FO 2006 WATER TRUCK FORD F650 2006 In Service WTRK06FO 01-05-23 09-02-22 TRENCHERS MD5700 TRENCHER Ditchwitch 5700 2007 In Service MD5700 08-06-20 12-18-20 MRT200 TRENCHER VERMEER RT200 2002 Stolen MRT200 07-24-09 12-31-08 TVE75517 2017 VERMEER T755III TRENCHER VERMEER T755III 2018 In Service TVE75517 04-23-22 03-04-22 Ric-Man International, Inc. Page 1104-14-2023 System Date: 04-14-2023 System Time: 5:26 pm Equipment List by Type Last Last Equipment Description Make Model Year Status Attached To Location Cost Billing WELDERS WLINC WELDER LINCOLN ARCH WELDE In Service WLINC 12-31-22 WM25219 WELDER & GUN MILLERMATI 252 ALUM P In Service WM25219 11-21-22 WMIL251 WELDER MILLER TRAILBLAZE 1999 Settlmnt w Dav WMIL251 08-18-11 02-18-11 Re-bid City of Sunny Isles Beach & NMB Water| Drainage Improvements & Watermain Replacement 44 CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net CITY OF SUNNY ISLES BEACH 18070 Collins Ave. | Sunny Isles Beach, FL 33160 305.792.1707 | sibfl.net | Purchasing@sibfl.net EXHIBIT E JOINT BID PRICE SHEET ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1 Mobilization and Demobilization 1 LS 2 General Conditions 1 LS 3 Bonding 1 LS 4 Overhead and Profit 1 LS 5 Maintenance of Traffic 1 LS 6 Survey Stakeout 1 LS 7 As-builts 1 LS 8 Density Testing 1 LS 9 Environmental Compliance (NPDES, SWPPP, Dewatering)1 LS 10 Desilt completed system pipes - post construction 1 LS 11 Desilt completed system structures - post construction 1 LS $ 12 Removal & Disposal of Existing 24" or Smaller Storm Pipe 4,228 LF 13 Plug Existing 24" or Smaller Storm Pipe 14 EA 14 Removal/Disposal of Existing Drainage Structure 40 EA 15 No Parking Striping w/two No Parking Signs adjacent to North Pump Station 1 LS 16 1 inch Milling 17,500 SY 17 1 inch of Asphalt Overlay (SP-9.5)28,000 SY $ 18 Type 7 Manhole w/48" Round Bottom & USF 580 43 EA 19 Type 7 Manhole w/48" x 48" Rect Bottom & USF 580 7 EA 20 Type 7 Manhole w/60" Round Bottom & USF 580 10 EA 21 Type 7 Manhole w/60" x 60" Rect Bottom & USF 580 2 EA 22 Type 7 Manhole w/72" Round Bottom & USF 580 1 EA 23 Type 7 Manhole w/144' Round Bottom w/48" Riser w/USF 580 1 EA 24 Type 7 Manhole w/72" Round Bottom w/48"Riser w/USF 580 1 EA 25 Type 7 Manhole w/72" x 72" Rect. Bottom & USF 580 w/48" Riser 2 EA 26 9' x 6' Manhole Control Structure W/USF 580 (2) & Concrete Weir (SWBX)1 EA 27 11' x 11' Manhole Control Structure W/USF 580 (2) & Concrete Weir (NWBX)1 EA 28 Type 7 Manhole w/72" x 48" Rect. Bottom & USF 580 3 EA 29 P-9 Curb Inlet 1 EA 30 P-6 Inlet w/48" Round Bottom 7 EA 31 Replace curb inlet w/New P-5 Inlet Top 3 EA 32 P-4 Inlet w/48" Round Bottom 1 EA 33 8' Diameter Downstream Defender 2 EA 34 60" Conflict Structure w/USF 580 for WM w/SS Split Casing 1 EA 35 60" Conflict Structure w/USF 580 for Sewer w/SS Split Casing 1 EA 36 6'x'4' Conflict Structure w/USF 580 for Sewer w/SS Split Casing 1 EA $ 1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. 2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. 3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY THE LUMP SUM (LS) PRICES FOR ITEMS SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. COSTS FOR PRE-CONSTRUCTION SURVEY ARE TO BE INCORPORATED INTO ITEM 1 AS WELL AS PROJECT SIGN(S). THE LUMP SUM (LS) PRICE FOR (PHASED) CLEARING & STRIPPING SHALL INCLUDE BUT NOT BE LIMITED TO REMOVAL AND PROPER DISPOSAL OF EXISTING GROUND COVERINGS, ASPHALT PAVEMENT OF VARYING DEPTH, SIDEWALKS, CURB & GUTTER, CONCRETE PAVEMENT, LIMEROCK AND SUBGRADE (WHERE APPLICABLE), TREES AND/OR ALL OTHER ORGANIC MATERIAL FROM RIGHT OF WAY TO RIGHT OF WAY AS NECESSARY TO PERFORM THE WORK STIPULATED IN THESE CONTRACT DOCUMENTS. THE LUMP SUM PRICE SHALL ALSO INCLUDE BUT NOT BE LIMITED TO REMOVAL, PROTECTION, STORAGE AND REINSTALLATION OF BUS SHELTERS, EXISTING SIGNS, DECORATIVE STONE, LANDSCAPING, AND SPRINKLER SYSTEMS EXISTING WITHIN THE WORK ZONE. ALL ITEMS SHALL BE RESTORED TO AS EXISTING (SUCH AS EXISTING PAVERS) OR BETTER CONDITION AND AS PER PLANS. ROADWORK ITEMS STORMWATER STRUCTURES ITEMS STORMWATER PIPES ITEMS GENERAL ITEMS SUB-TOAL (1 - 11) ROADWORK ITEMS SUB-TOAL (12 - 17) STORMWATER STRUCTURES ITEMS SUB-TOTAL (18-36) THE PRICE FOR EACH ROAD WORK ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. THE PRICE FOR EACH DRAINAGE STRUCTURE CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE APPLICABLE, DE-WATERING & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. GENERAL ITEMS INVITATION TO BID NO. 23-10-01 JOINT PROCUREMEMT ADDENDUM # 5 REVISED BID PRICE SHEET 1/5/2024 ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. 2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. 3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY INVITATION TO BID NO. 23-10-01 JOINT PROCUREMEMT 37 18" A2000 PVC 69 LF 38 24" A2000 PVC 6488 LF 39 30" A2000 PVC 1306 LF 40 36" A2000 PVC 1364 LF 41 48" RCP 275 LF 42 72" RCP 6 LF 43 96" RCP 6 LF 44 8' x 6' Concrete Box Culvert 8 LF $STORMWATER PIPES ITEMS SUB-TOTAL (37 - 44) THE PRICE FOR EACH DRAINAGE PIPE CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE POSSIBLE, DE-WATERING & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. 2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. 3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY INVITATION TO BID NO. 23-10-01 JOINT PROCUREMEMT 45 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 18" Pipe 69 LF 46 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 24" Pipe 6488 LF 47 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 30" Pipe 1306 LF 48 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 36" Pipe 1364 LF 49 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 48" Pipe 275 LF 50 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 72" Pipe 6 LF 51 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 96" Pipe or 8' x 6' Box Culvert 14 LF $ 52 30" DIP FM 552 LF 53 42" DIP FM 80 LF 54 42" x 30" DIP Reducer 2 EA 55 30" - 45 Deg DIP Bend 10 EA 56 30" x 30" DIP Tee 1 EA 57 30" x 30" DIP "True" Wye 1 EA 58 30" x 18" Reducer 4 EA 59 18" DIP 56 LF 60 18" Resilient Wedge Flanged Gate Valve 4 EA 61 18" Swing Type Lever & Weight Flanged Check Valve 4 EA 62 18" - 45 Deg DIP Bend 4 EA $ 63 Duplex Stormwater Pumping Station (16' L x 16' W x 15' H) 2 EA 64 Duplex Stormwater Pumping Station piping, fittings, valves, & Electrical Components not otherwise mentioned in previous 2 EA 65 Vault for Duplex Stormwater Pumping Station (8' L x 16' W x 6.8' H)2 EA 66 Vault piping, fittings & valves not otherwise mentioned in previous quantities (DIP FM)2 EA 67 Pump Station electrical components 2 EA 68 Portable Diesel 125 KW Generator 2 EA 69 Provide 3-Phase Power at Each Station Allowance 2 EA $105,000 $210,000 70 SCADA SYSTEM 2 EA THE LUMP SUM PRICE OF THIS ITEM SHALL INCLUDE FULL RESTORATION AS PER PLAN. THE FURNISHING OF ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO COMPLETELY INSTALL TWO (2) STORMWATER PUMPING STATIONS (INCLUDING ALL PIPING, PUMPS, VALVE VAULTS, STRUCTURES, CONTROL PANELS, POWER HOOKUP, INCLUDING ALL NECESSARY INSTALLATION PROCEDURES AS DETERMINED BY THE CONTRACTOR AND FROM THE FOLLOWING ITEMS AND ACTIVITIES: SHEET PILING, COFFER DAMS, DEWATERING AND DEWATERING PERMITS, FORMS, PROTECTION OF EXCAVATION AT ALL TIMES, SPECIFIC TRAFFIC CONTROL AND SPECIFIC NOTICES TO ADJACENT PROPERTY OWNERS REGARDING CLOSURES (IF APPLICABLE) AND INCONVENIENCES. FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY TO INSTALL ALL STORMWATER PUMP STATION ELECTRICAL, COORDINATION WITH FPL FOR NEW SERVICE DROP, POWER VERIFICATION, AND INSTRUMENTATION WORK. INCLUDING, BUT NOT LIMITED TO: PUMP CONTROL PANEL, STARTERS, CABINETS, SCADA-PLC, CONDUITS, WIRE CABLES, PULL BOXES, POWER RECEPTACLES, SWITCHES, BREAKERS, REINFORCED CONCRETE EQUIPMENT PAD, AND ALL NECESSARY ELECTRICAL CIRCUITS. STRUCTURAL ELEMENTS OR ACTIVITIES SHALL BE PERFORMED USING THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER TO DEVELOP, CERTIFY, SIGN AND SEAL PLANS FOR THE PUMP STATION STRUCTURES AND SPECIFICALLY FOR ACTIVITIES SUCH AS: FORM PLACEMENT AND REMOVAL OF STEEL SIZE AND PLACEMENT, POURING METHODS FOR THE SPECIFIC MASS OF CONCRETE, CONCRETE CURING, AND PROTECTION METHODS. INCLUDE ALL COST FOR SURVEYING AND AS-BUILT PREPARATION, BEDDING MATERIAL, BACKFILL AND TEMPORARY ASPHALT RESTORATION, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, HANDICAP RAMP, BACKFILL LIMEROCK BASE MATERIAL COMPACTION LABORATORY TEST, PERMANENT TRENCH RESTORATION , MATERIAL TO BE RESTORED TO PROPOSED ELEVATIONS (GRADE TO SLOPE), TESTING, INSPECTION AND OTHER MISCELLANEOUS WORK. OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS FORCE MAIN ITEMS OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS SUB-TOAL (45 - 51) FORCE MAIN ITEMS SUB-TOAL (52 - 62) THE PRICE FOR EACH SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS TO COVER OVEREXCAVATION WITH DISPOSAL OF UNSUITABLE MATERIAL WITH THE ADDITION OF NEW FILL. WITH THE EXCEPTION OF THE FINAL ASPHALT OVERLAY, THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE POSSIBLE, DE-WATERING & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. PUMP STATION ITEMS ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. 2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. 3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY INVITATION TO BID NO. 23-10-01 JOINT PROCUREMEMT $ 71 Connect Existing Drainage Pipe to Proposed Drainage Structure 65 EA 72 Connect Proposed Storm Pipe to Existing Drainage Structure 9 EA 73 Connect Dissimilar storm pipe (24") with MarMac pipe coupler or approved equal 1 EA 74 Pipe lining of existing storm up 24" Diameter 1,000 LF 75 Hydroseal of existing joints where directed 50 EA 76 Remove Existing P-5 Inlet to Plug west pipe & Reinstall Inlet 1 EA 77 5' Wide Concrete SW at South Pump Station w/Detectable Warning Surface min 6" thick 31 SY 78 Field verify existing inlet and replace w/New Top Slab w/USF 4615-6210 1 EA 79 12" SS Split Casing Sleeve for 8" WM 1 EA 80 12" SS Split Casing Sleeve for 8" SS 3 EA 81 Core existing seawall & Install Proposed 42" Outfall Pipe 2 EA 82 Remove and replace trees, pavers, pavement, irrigation and sod for outfalls 2 LS 83 36" Tideflex Checkmate Valve 1 LS 84 Manatee Grate for 42" Outfall 2 EA 85 Install Rip-Rap w/12" Dia Stone w/Geofabric (or approved equal)64 SY 86 Deflection of Existing Buried Electric ("SL")5 EA 87 Deflection of Existing Gas 1 EA 88 4" WM Deflection - 80 LF 1 EA 89 6" WM Deflection 1 EA 90 8" WM Deflection 6 EA 91 Water Service Relocation 8 EA 92 SS Lateral Relocation 1 EA 93 Rental of 2 temporary 6000 gpm pumps to provide backup for storm protection 12 MTHS 94 Hourly Crew Rate 100 HR 95 City Permit fee 1 EA $10,000 $10,000 $ TOTAL FOR STORM DRAINAGE PROJECT $ WATERMAIN REPLACEMENT PROJECT 96 1 inch Milling 5,100 SY 97 1 inch of Asphalt Overlay (SP-9.5)5,100 SY $ 98 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 4" Pipe 20 LF 99 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 6" Pipe 700 LF 100 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 8" Pipe 3800 LF 101 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 12" Pipe 10 LF $ OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS THE PRICE FOR EACH SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS TO COVER OVEREXCAVATION WITH DISPOSAL OF UNSUITABLE MATERIAL WITH THE ADDITION OF NEW FILL. PUMP STATION ITEMS SUB-TOAL (63 - 70) THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL, BACKFILL BASE MATERIAL, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR CHANGES IN ALIGNMENT OR GRADE TO AVOID EXISTING INFRASTRUCTURE UNLESS THE EXCAVATIONS EXCEED TEN (10) FEET IN DEPTH. WATERMAIN ITEMS MISCELLANEOUS ITEMS SUB-TOAL (71 - 95) MISCELLANEOUS ITEMS ROADWORK ITEMS THE PRICE FOR EACH ROAD WORK ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. BID PRICE INCLUDES TRAFFIC LOOP REPLACEMENT, IF NEED (INCLUDES ALL PROFESSIONAL WORK AND PERMITTING). ROADWORK ITEMS SUB-TOAL (96 - 97) OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS SUB-TOAL (98 - 101) ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. 2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. 3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY INVITATION TO BID NO. 23-10-01 JOINT PROCUREMEMT 102 WATER SERVICE CONNECTION (4" DIP) (PER FIG 216)44 EA 103 FIRE SERVICE CONNECTION (6" DIP) (PER FIG 216) (NOT SHOWN ON PLANS)44 EA 104 8" STEEL PIPE (INCLUDES ALL BENDS, FITTINGS, STRAPS, AND ANY OTHER EQUIPMENT OR MATERIAL)350 LF 105 4" DIP (INCLUDES ALL BENDS AND FITTINGS)20 LF 106 6" DIP (INCLUDES ALL BENDS AND FITTINGS)700 LF 107 8" DIP (INCLUDES ALL BENDS AND FITTINGS)11400 LF 108 12" DIP (INCLUDES ALL BENDS AND FITTINGS)10 EA 109 AIR RELEASE VALVE 5 EA 110 6" GATE VALVE 30 EA 111 8" GATE VALVE 17 EA 112 FIRE HYDRANT ASSEMBLY (PER FIG 307)30 EA 113 CUT-IN CONNECTION TO EXISTING WATERMAIN 3 EA 114 REMOVAL OF EXISTING HYDRANTS 30 EA 115 REMOVAL OF EXISTING ASBESTOS CEMENT PIPE 810 LF 116 CAP AND GROUT FILL WATERMAINS ABANDONDED WATERMAINS 6" AND LARGER 80 BCY 117 8" REINFORCE SLAB (PER FIG 209) FOR USE WITH WATERMAINS WITH LESS THAN 2.5' COVER 2400 SQF 118 GEOTEXTILE FABRIC (TENSAR TX5)15000 SY 119 6" LINE STOP 12 EA 120 8" LINE STOP 12 EA 121 12" LINE STOP 12 EA 122 SAMPLE POINTS 20 EA 123 WATER PERMIT FEE 1 EA $10,000 $10,000 $ 124 TREE REMOVAL AND REPLACEMENT (INCLUDES COORDINATION AND PERMITTING WITH MD-RER AND ANY PROFESSIONAL SERVICE, COMPLIANCE WITH ENDANGARED SPECIES ACT AND INSTALLATION OF ROOT BARRIER) 50 EA $ $ $ WATERMAIN REPLACEMENT TOTAL (96 - 124) GRAND BID TOTAL (ITEMS 1 - 124) WITH THE EXCEPTION OF THE FINAL ASPHALT OVERLAY, THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE POSSIBLE, DE-WATERING, EXCAVATION TRENCH AND EXISTING UTILITY SHEETING, SHORING, BRACING, SUPPORT & STABILIZATION & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, BACKFILL, LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS ADJACENT GRADE, TESTING, INSPECTIONS, AND ANY OTHER MISCELLANEOUS WORK. BID PRICE SHALL INCLUDE SALTWATER INTRUSSION AND CORROSIVE SOIL PROTECTION, PROTECTION FROM HYDROCARBON CONTAMINATION, COMPLIANCE WITH GEOTECHNICAL RECOMENDATIONS, JOINT RESTRAINTS, ANY AND ALL TYPES OF BENDS AND FITTINGS REQUIRED FOR SUCESSFULL INSTALLATION, UTILITY/OWNER COORDINATION, 1" OF TEMPORARY SACRIFICAL ASPHALT TO BE MILLED AS PART OF ITEM 13. WATERMAIN ITEMS SUB-TOTAL (102-123) MISCELLANEOUS ITEMS SUB-TOAL (124 - 124) MISCELLANEOUS ITEMS THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL, BACKFILL BASE MATERIAL, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR CHANGES IN ALIGNMENT OR GRADE TO AVOID EXISTING INFRASTRUCTURE UNLESS THE EXCAVATIONS EXCEED TEN (10) FEET IN DEPTH.