This will be an Invitation to Bid to procure and install a new belt filter press conveyor system at Franklin Water Treatment Plant. The work will also include demolition and removal of the existing system.
Progressive Design-Build Services for Lee S. Dukes WTP Expansion
This Contract is for the design and construction of the Lee S. Dukes WTP Expansion project. The first phase of this project will include the start-up of a new 18 MGD conventional treatment train and additional associated structures, processes, and appurtenances, including residuals basins, high service pumping, clearwell storage, and standby power. The Design-Builder will work with Owner and Owner’s Advisor to determine the treatment processes, final layout, sizing, and specific facilities to meet the Owner’s goals for this project. The Design-Builder will provide the resources and staff to deliver the final project that will include, but not be limited to: Facility Planning and Preliminary Design, Permitting, Detailed Design, Cost Estimating, Construction, Start-Up and Commissioning.
FY26 Water and Sewer Repairs
This Project includes the repair of water and sewer main lines and service lines throughout the Charlotte Water service area. The work under this contract
will supplement the City’s workforce in making both routine repairs and more urgent repairs when damage is done by other parties. Work may include either water or sewer lines, any depth or any size. Because of the unknown scope of each repair, this is a Time and Materials contract.
Gleneagles SDIP
The Gleneagles Project is primarily focused on replacing an existing CMP culvert near 3810 Gleneagles Road. The existing culvert is 8.7’ high by 7.8’ wide and is being replaced with a 10’ wide and 7’ tall RCBC. The culvert replacement is occurring to address aging infrastructure and to improve the reliability of infrastructure for the traveling public. In support of this culvert replacement, we are dredging the downstream pond which is located on the Quail Hollow Country Club near the 15th hole. The dredging will remove sediment that has built up near the downstream end of the existing culvert and prevent sediment transport downstream which would negatively impact existing ponds and habitats. In addition, we will be adding inlets and upgrading roadside drainage on Out-Of-Bounds Drive which has significant spread in larger storm events from road drainage. The work on Out-Of-Bounds Drive will increase the safety of the traveling public using that roadway during rain events.
Bruns Academy WQEP
There is an existing wetlands system and stream adjacent to the Bruns Academy that are in need of improvements. The intent of this project is to reset an existing wetlands system to its original design and provide enhancement, where applicable. Wetland restoration efforts will include regrading, sodding and planting of vegetation, installation of a new pedestrian bridge and retaining wall. Additionally, stream improvements, such as regrading banks and adding riffles, are proposed. The proposed improvements will enhance the overall performance of the system for conveying and treating stormwater.
Vision Zero Safe to School: WT Harris at Grier
Fixing non-compliant ramps and pedestrian signals at 2 signalized intersections. Curb ramp and sidewalk replacements at multiple unsignalized intersections. Mill & overlay and pavement marking work will be required. Traffic signal wiring/conduit work will be required.
Hastings Princeton SDIP
The Hastings/Princeton Storm Drainage Improvement Project will reduce street and structure flooding throughout the neighborhood. Located within a drainage area of approximately 80 acres, the project will replace aging infrastructure and provide adequate system capacity. The project area is bordered by Wellesley Avenue to the north, Hastings Drive to the south, Selwyn Avenue to the east and Jamestown Drive to the west.
Caldwell Williams/Old Plank SDIP
Old Plank portion of project: Project initiated due to failure of 84” CMP system on Old Plank Rd. City plans to remove and replace 86” CMP with 56LF 8’x7’ RCBC; Add (2) concrete wingwalls;
Caldwell Williams portion of project: Project initiated due to road flooding. City plans to replace (2) 60” CMP pipes with 39 LF of 13×5 Box culvert. City also intends to add 40LF of 18” RCP; (2) Double catch basins and (2) concrete wingwalls; Pavement and curb replacement.
Woodland Dr 2000 Ph 2
Project initiated to permanently fix what was an old AFT project. City intends to replace the existing 12’x8’ CMP and replace with approx. 50 LF of 10×8 RCBC; Add (2) concrete wingwalls; (4) CBs; (1) JB; Asphalt and curb replacement; Tie existing sewer crossing into a separate system (2) SSMH’s and approx 30 LF of 8” DIP; 15 LF 15” PVC