/ Opportunities

This contract will be for the replacement of solar batteries for the following equipment:

• School Zone Flashers
• Driver Feedback Signs
• RRFBs
• Warning Flashers
• Regular batteries for other types of signal devices

This contract will install, maintain, and remove/relocate CDOT’s inventory of portable Driver Feedback Signs. These battery-powered radar signs are deployed throughout the city.  The CDOT Traffic Safety Section selects the corridors for up to six weeks per location.

The selected contractor will be responsible for installing the signs in certain locations directed by CDOT, routinely checking the areas they are installed in to ensure they are properly functioning, and once the deployment time has ended for a selected area, removing the signs to be redeployed in another location.

The scope of this project will include 0.34 miles of new 6ft wide concrete sidewalk, driveway improvements, and wheelchair ramps on Lawyers Rd from Chestnut Lake Dr to Harri Ann Dr.

The pavement markings and line removal will be performed on roadways maintained by the City of Charlotte and the North Carolina Department of Transportation (NCDOT).

This is a task order-based contract for on-call services. The services will be established via task orders.  Each task order should include the following: Mobilization, Pavement Markings, Thermoplastic Pavement Markings, Thermoplastic Line Removal, and Traffic Control.

The Consultant shall prepare technical plans and specifications for the required repairs to the City’s bridges per the Inspection Reports. The Consultant shall schedule completion dates for each bridge. Before the beginning of the next inspection cycle, all bridge repairs should be completed by the contractor.

The Consultant shall prepare two (2) bid documents (including one for guardrail work).  Each shall include the technical plans and specifications for the bid packages for each bridge, as well as bid information/requirements for potential contractors.

The project is located at Robert L. Smith Park which can be accessed by Little Rock Road and Starnes Road. An existing pond has a breached dam embankment. Project improvements include dam embankment, forebay, outlet structure, and spillway upgrades.

The Marlwood/Waverly project area consists of the two ponds, Marlwood Lake located south of Albemarle Road near Marlwood Circle, and Waverly Lake located north of Albemarle Road near Almond Road. The existing ponds have silted in and project improvements include pond dredging to specified projects depths.

The Newell Stream Restoration Project is located near WT Harris Boulevard (NC 24) and Old Concord Road along a network of tributaries to Toby Creek. Project improvements include restoring approximately 2,500 LF of degraded stream channel, floodplain, and riparian buffer.

This project is located on South Cedar Street between Stadium View Drive and Westmere Avenue. The existing drainage system consists of a culvert under a city-maintained road. The improvements include culvert and pipe system upgrades.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality.  This project is under review.  Location and project details will be provided after review is complete.

Collective Storm Drainage Improvement Projects Series AE will involve 3 projects throughout the City of Charlotte, 3880 Jeff Adams Dr, 4440 Holbrook Dr, 4611 Denver Av Phase 2. 3880 Jeff Adams Dr will consist of lining approx. 562 LF 54″ CMP with CIPP. Also to include lining 12″ and 15″ systems that tie into main 54” system. We will also be doing invert repair in 54″ pipe where it has eroded. This project will need traffic control along Jeff Adams during construction and foundation protection on the permanent structure located on site. MH and DI adjustments are included in this scope along with asphalt resurfacing around them. 4440 Holbrook Dr scope will include installation of approx. 165LF 30″ RCP; 65LF 36″ RCP; 110LF 29×45 Elliptical pipe; 11LF 24″ RCP; 12LF 18″ RCP; 28LF 15″ RCP. Approx 200 LF of 30” RCP and 15” RCP will be removed and another approx. 200LF of RCP is to be plugged and abandoned. Scope also intends to replace approx. 105LF of sewer with 8” DIP and replace (2) sewer manholes. Storm drainage structure replacement, foundation protection, asphalt resurfacing and curb and gutter replacement to also be included. 4611 Denver Av Phase 2 scope will include removal of approx. 75 LF of duel 60” CMP and installation of 65LF of a 10×5 RCBC. Project to include approx. 314 LF of sewer replacement and (6) MHs. Scope also to include conc headwalls and full depth pavement resurfacing.

The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. The project area is located in the overall Sunnyvale Storm Drainage Improvement Project (SDIP) area. The scope of work for the Tyndale Avenue project includes replacing a corrugated metal pipe between Tyndale Avenue and Chandworth Road. Replacement of the system is needed to address reported house flooding in the immediate area. The upgrade to the system also allows for the construction of the upstream improvements currently in design from the Storm Water’s queue that will address seven requests for service of failing infrastructure and flooding requests. Approximately 500 linear feet of 48-inch to 66-inch corrugated pipe will need to be replaced to address the undersized and deteriorating system in the Severn Avenue project area.