Specifications include, but are not limited to: provide engineering services (A/E) for the preliminary engineering, design, bidding, and engineering services during construction for the multiple small sewer conveyance (gravity and pumping) projects within the Dry Creek Area. As part of the Clean Water Nashville Overflow Abatement Program (CWN), Metro has identified several pump stations in the Dry Creek service area that require upsizing to address sanitary sewer overflows in the sewer system. Because of the complexity and interconnectedness of the stations, their force mains, and the associated gravity sewer, Metro anticipates selecting a single team to design multiple system improvements. Services may include surveying, geotechnical, structural, electrical, and testing in addition to design and construction administration services.; As part of the Clean Water Nashville Overflow Abatement Program (CWNOAP), Metro has identified several pump stations in the Dry Creek WWTP service area that require upsizing to address sanitary sewer overflows in the sewer system. Because of the complexity and interconnectedness of the pump stations, their force mains, and the associated gravity sewer, Metro anticipates selecting a single team to design system improvements. Additional information on the required sizing and extents of improvements will be provided to the selected design team for development of a detailed scope of work and fee for Phase 1. Pump station improvements are generally anticipated to provide dry weather/duty capacities of up to 700 gallons per minute (1 million gallons per day) and peak wet weather capacities of up to 4,500 gallons per minute (6.5 million gallons per day). Manifolded pump station and force main systems are anticipated in some locations. Pump stations identified for improvement may include: Berwick Trail Sewer Pump Station Hidden Acres Sewer Pump Station Loves Branch Sewer Pump Station Neelys Bend Sewer Pump Station Vandiver Sewer Pump Station Metro may elect to add additional, similarly sized pump stations to the project scope following Notice of Award. These pump stations may be located outside of the Dry Creek WWTP service area. Design of improvements will include conducting routing studies for linear conveyance improvements (gravity or force main); surveying, archeological, geological, and environmental investigations; diversion structures and other connections to existing gravity sewers and force mains; evaluation of existing pumping stations for expansion; new pumping stations with structural, architectural, mechanical process, electrical, instrumentation, plumbing, and mechanical HVAC as needed; associated piping to route flows to the new pumping stations; site improvements; and all appurtenances to provide a complete and functional system. Proposers must cite qualifications, experience, and approach to each of the principal elements of the project (pumping/force main and gravity design). It is Metro's intent to award this entire engineering services contract to a single engineering team. It is noted that, upon issuance of the Notice of Intent to Award document, the detailed scope and fee will be negotiated only for Phase 1 engineering services. In addition, general discussions will be held to assist Metro with setting a contract upper limit for Phase 2 and Phase 3 of the engineering services contract.