/ Opportunities

This project is bordered by Laurel Avenue to the north, Dotger Avenue to the south, Randolph Road to the east and Hempstead Place to the west.  The existing drainage system consists of closed pipe systems.  This drainage system is currently undersized and street flooding has been reported on Colville Road and building flooding has been reported on Cranbrook Lane.

The City of Charlotte is soliciting proposals from qualified companies to provide as-needed electrical services for more than 200 municipal facilities, structures, and other assets. The city’s facilities require continuous electrical services, which range from standard maintenance to minor renovation projects and repairs. Currently, the city’s facilities include electrical service amperages from 100 to 4,000, and 120/208V and 277/480V.

The majority of electrical service requests will require initial field investigation and material/labor options, which include but are not limited to the following:

• Reviewing existing materials, electrical drawings, reports, and existing infrastructure in the facility;
• Reviewing/discussing the requested service(s) scope;
• Developing a quote for labor and/or product costs and review with city staff;
• Providing construction estimates, detailed specifications, and construction implementation schedules,
and;
• Producing “as-built” changes to existing electrical drawings.

Interested companies must display extensive expertise with light commercial and heavy commercial installations. Some electrical services for city facilities may require expertise with industrial installations. Additionally, some projects will require installation, maintenance, and related unspecified services of electric vehicle support equipment. The city reserves the right to select more than one company for award and assign projects based on the capability of the company.

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 City anticipates selecting one (1) or more firms for On‐Call Services to include securing structures, asbestos abatement, utility coordination/relocation, demolition, clearing and grading of specified structures and related improvements, underground storage tank, and contaminated soil removal, well abandonment, tree removal, and miscellaneous environmental remediation. Services may be planned or as a result of an emergency and do not fall within the confines of an existing project’s contract. Most demolition services are urgent in nature and required to protect the health, welfare, and safety of our residents.

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.

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.

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.