Renovation of a water / sewer project in Johnston, Rhode Island. Completed plans call for the renovation of a water / sewer project.

Any questions concerning clarification on any portion of this RFP should be made to: By Mail: Tyler P. Carney Johnston Town Hall 1385 Hartford Avenue Johnston RI, 02919 By Email: Tyler P. Carney tcarney@johnston-ri.us All bidders are responsible for ensuring that no addenda have been made to the original proposal package. All proposal packages and addenda shall be posted to the Town's website and are also available by contacting Tyler Carney, at tcarney@johnston-ri.us This is a "prevailing wage" contract. Prevailing Wage refers to the requirements of the Rhode Island General Law 37-13 and the general prevailing rate of pay for regular, holiday and overtime wages to be paid to each craftsman, mechanic, teamster, laborer or other type of worker performing work on public works projects when state or municipal funds are used in excess of $1,000. Contractors must refer to the applicable Davis Bacon Wage Determination rate schedule available at the Rhode Island Department of Labor and Training website to determine the prevailing wage rates for a public works construction project. This is a "prevailing wage" contract. Prevailing Wage refers to the requirements of the Rhode Island General Law 37-13 and the general prevailing rate of pay for regular, holiday and overtime wages to be paid to each craftsman, mechanic, teamster, laborer or other type of worker performing work on public works projects when state or municipal funds are used in excess of $1,000. Contractors must refer to the applicable Davis Bacon Wage Determination rate schedule available at the Rhode Island Department of Labor and Training website to determine the prevailing wage rates for a public works construction project. SCOPE OF WORK 1. Design, furnish, and install a new, fully functional, "turn key," 8,000-gallon ConVault Diesel Fuel Station with an above ground storage tank (AST) in the location as indicated on the project site plan. 2. The Fuel Station furnishment and installation is to include the requisite fuel port/dispenser and necessary hoses, a back-up fuel port/dispenser for emergency use, repurposing and repositioning of the Town's existing FuelMaster Card Reader/Data Entry Unit, underground connection of the FuelMaster System in its entirety (power and data) via conduit to the existing Office Building as necessary, requisite programming of the FuelMaster System for full functionality, all required vapor/emission/recovery system(s), all required fire suppression system(s), a size appropriate reinforced concrete dispensing slab that accommodates for oversize Public Works and Fire Department vehicles as well as the AST itself, 6" concrete protective bollards as necessary/required around the facility, insulation around all necessary lines, hoses, fittings, connections, and other areas to ensure system functionality during cold weather, a tank mounted canopy (and any necessary footings) to provide foul weather cover to the FuelMaster System and personnel member(s) operating same, tank mounted LED lights to appropriately illuminate the FuelMaster System and fuel port/dispenser, a fuel tank gauge to read the current status of diesel fuel present, any necessary fixed ladder(s) for appropriate fuel tank access (at high points or on the tank top), all tank identification, hazard, and fuel plaques, as well as any and all items not listed that are required to install a fully functional, safe, Diesel Fuel Station system that meets all regulatory approvals. 3. The ConVault concrete slab that the fuel storage tank sits on must be designed by a licensed, structural engineer. All other trade drawings necessary in the furnishment and installation of the requested 8,000-gallon, ConVault Diesel Fuel Station are required to be designed by licensed engineers in the applicable trade. 4. Furnish any and all materials, labor, and equipment to deliver, off-load, and install said Fuel Station in its entirety at the site. 5. Submit requisite plans, stamped drawings, and permits (i.e., EPA, RI DEM), as well as obtain a building permit from the Town of Johnston (Town fees waived for this project). 6. Provide, set up, and erect any and all safety equipment as required by OSHA, DEM, or any other state and federal entities for the duration of the project installation period. Break down and remove same when finished. 7. Perform all work according to State of Rhode Island Building Code and all relevant codes. 8. Remove the appropriate amount of diesel fuel present in the existing tank in preparation for the tank's decommissioning and place said fuel into the new Fuel Station at the appropriate time. 9. Per any and all State, Federal, and Environmental guidelines, remove and properly dispose of any remaining fuel in the existing tank that is not suitable for placement into the new Fuel Station. 10. Assist the Town with the process of decommissioning the old Fuel Station AST so that it can be appropriately removed as scrap. 11. All labor is prevailing wage as per State, Federal, and Davis-Bacon Act Guidelines (as applicable). 12. Leave premises clean, orderly, and free of project debris. 13. Provide a minimum of a one-year full warranty on parts (unless listed as longer by the manufacturer(s)) and labor for the entire Fuel Station. 14. Provide Fuel Station system training and support as needed for a minimum of a one-year term (unless listed as longer by the manufacturer(s)). 15. Furnish and honor all manufacturers' warranties and terms, as listed. WORK INCLUDED a. Provide (1) 8,000 Concrete Aboveground Fuel Storage Tank for diesel fuel. This tank shall be approved for listing under U.L. Standard 2085- Aboveground Tanks, Protected Type, Secondary containment with Vehicle Impact and Projectile Resistance. Unit must comply with all provisions of U.F.C. 79-7, Appendix A-II-F. The tank and its enclosure shall be a completed unit at the factory (shop fabricated). The tank system shall be approved for Phase I and Phase II Vapor Recovery by the California Air Resource Board for gasoline and methanol. b. Shelf-Mount fuel dispenser with pump. c. Fuel Management System. d. Fire Suppression System SITE WORK 1.01 CONCRETE TANK SLAB a. Provide the concrete reinforcing as shown on the tank slab details in the contract drawings. b. Pour and finish the concrete tank slab as shown with 5,000 PSI concrete. The 8,000-gallon tank slab will measure 8' x 23'1" x 12" thick. c. Adjust the slab elevation in accordance with the existing grades to allow for water to drain to the surrounding area. 1.02 CONCRETE FUELING SLAB a. Provide the concrete reinforcing as shown on the tank slab details in the contract drawings. b. Pour and finish the concrete tank slab as shown with 5,000 PSI concrete. The fueling slab will measure 15' x 30'-0" x 8" thick. c. Adjust the slab elevation in accordance with the existing grades to allow for water to drain to the surrounding area.