The scope of this project shall be to provide asphalt and concrete repair Services for Charlotte Water, a department of the City of Charlotte.  Asphalt and concrete repair work includes repair to damaged pavement, sidewalks, and driveways caused by water and sewer main breaks, settlement, or other damages on city streets and private driveways.   In some cases, the damage from a water main break can be extensive and require significant pavement removal, excavation, backfilling, and replacement operations in an expeditious fashion. The services may include removal, placement, and compaction of backfill or other related work in addition to asphalt and concrete repair.

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 the 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.

This project will install a bridge over Hoover Creek connecting two ends of Rivergate Parkway. The project will provide vehicular and pedestrian access between neighborhoods and local retail. The project amenities include: a new bridge, sidewalk, curb and gutter, milling, asphalt pavement, pavement markings and related activities.

The airport currently manages a contract in which at least one (1) working dog and handler patrol five (5) airport owned sites three (3) times a week at random with option for additional on-call services if necessary.  Dog and handler are tasked with dispersing birds (with an emphasis on large birds hazardous to safe aircraft operations, including, but not limited to, waterfowl and wading birds) from each site.

CLT is looking for a flexible solution with a vendor offering working dog and handler services for wildlife/bird management but on a non-scheduled/as needed/on-call basis.  The airport will be responsible for contacting the vendor when services are needed and arranging scope in terms of location of work and duration needed.  Vendor will need to respond and provide services within 24 hours of contact unless agreed upon otherwise.  Work may be conducted on a busy airfield environment, therefore CLT requires prospective vendors must have prior experience working on an airport environment.

Collective Storm Drainage Improvement Projects Series AF will involve 3 projects throughout the City of Charlotte 6112 Bridlewood Ln, 6108 Bridlewood Ln, 6032 Bridlewood Ln. 6112 Bridlewood Ln will consist of lining approx. 149 LF 15” RCP; 243 LF 30” RCP; 151 LF 36” RCP with CIPP. Scope also includes replacing rerouting the existing system into the r/w and adding approx. 177 42” RCP and 122 LF of 34×53 elliptical pipe and storm drainage structure replacement. There will also be approx. 418 LF of sewer replacement with 8” DIP. Pavement resurfacing and curb and gutter replacement are also to be included in this project. 6108 Bridlewood Ln will consist of removing an existing CMP pipe and replacing with approx. 31 LF of 9×7 RCBC. A temporary pedestrian bridge will be added to cross the creek during time of construction for the property owners. The scope is also to include approx. 31LF of 15” RCP replacement along with replacement of (1) CB, concrete driveway replacement, curb and gutter and pavement resurfacing. There will also be grading around the existing creek that will tie into (2) new HWs. 6032 Bridlewood Ln will consist of removing an existing CMP pipe and replacing with approx. 30 LF of 9×7 RCBC. A temporary pedestrian bridge will be added to cross the creek during time of construction for the property owners. The scope is also to include concrete driveway replacement, curb and gutter, and pavement resurfacing. There will also be grading around the existing creek that will tie into (2) new HWs.                

Scope of work will involve addressing the physical barriers identified in the City ADA Transition Plan for this facility. Areas include restrooms, water fountains, signage, handrails/guardrails, doors & hardware, reception area, exterior sidewalks, signage and parking striping.

The City of Charlotte is seeking a qualified provider of Vehicle Communications and Electronic Equipment Installation Services to work in conjunction with Fleet Management.  The Company shall perform vehicle upfitting and communications component installation services on fleet equipment owned, operated, or maintained by the City.  The Company shall provide these services primarily at the City vehicle commissioning and decommissioning shop, but may also provide services at their company shop or at other approved City facilities.

Pebblestone Storm Drainage Improvement Project consist of channel stabilization and a parking lot rebuilt. The improvements will include approximately 250 linear feet of bank hard stabilization and 170 linear feet of bank soft stabilization. In addition to the channel stabilization, sanitary sewer improvements are required. 180 linear feet of 10-inch and 32 linear feet of 16-inch ductile iron restrained joint sanitary sewer pipe. 180 linear feet of 16-inch and 20 linear feet of 24-inch steel encasement pipe.