Charlotte Water is seeking proposals from qualified contractors to provide comprehensive pressure washing services for various facilities and surfaces owned or maintained by Charlotte Water. This scope of work outlines the requirements, specifications, and expectations for pressure washing services to ensure the cleanliness, safety, and aesthetic appeal of its properties.

The City of Charlotte Department of Aviation is seeking a comprehensive contract for Airport Operations – Customer Support Services at CLT.  The service provider will establish a team of highly engaged, well-trained, and hospitality-oriented Customer Service Associates (CSAs) and Baggage Service Associates (BSAs) to provide a commensurately high level of professional, courteous, efficient, and safe service.

CLT is on a journey to continually strive to elevate the customer experience while maintaining the highest standards of safety, security, and efficiency for customers as they move through the lobby, baggage claim, security checkpoint, and Federal Inspection Services (FIS) spaces and processes.

The Cargo 6 Logistics Relocation is an interior and roofing replacement of the existing Cargo 6 building located on Yorkmont Road. The interior renovation includes mechanical, electrical, plumbing, finishes, security, millwork, and restroom fixtures. In the warehouse, the renovation includes select door replacements, a dock leveler. The roof is to be replaced with a new single-ply membrane assembly and the existing rooftop unit (RTU) is to be replaced.

This project consists of a single-story addition to concourse E just south of aircraft envelope E4 and adjacent to the employee turnstile. The addition is primarily a shell space to be leased to a tenant or stakeholder for the final buildout. The base bid is for a 4,350 Square Feet (SF) addition and associated site work with add alternates to increase the total SF, include interior finishes, and add interior walls. Scopes of work that are included in this project but not limited to are: selective demolition, concrete SOG, structural steel, metal decking, miscellaneous steel fabrications, rough carpentry, PVC roofing and sheet metal, insulated core metal wall panels, waterproofing, joint sealants, hollow metal (HM) doors and frames, door hardware, glazing, non-structural framing, gypsum board, acoustical panel ceilings, sheet carpeting, resilient base and accessories, painting, pre-engineered interior wall panel systems, resinous terrazzo flooring, signage, wall protective coverings, corner guards, fire protection specialties, plumbing, HVAC, electrical, fire sprinkler, telecommunications, and pavement markings.

The following is a general description of the tasks required.  This is not intended to be all-inclusive, nor is it guaranteed that all of the below tasks will be utilized.  A more defined Scope of Work will be developed during negotiation with the selected company.

The selected firm will be responsible for providing professional engineering, architectural, and related services to support the planning, design, and construction of the new Statesville Road BPS. Services are anticipated to include, but are not limited to, the following:

• System Evaluation: Assess the proposed suction and discharge pipeline that will connect to the new BPS. CLTWater is awaiting modeling results from the Water Master Plan (WMP), which are expected at the end of 2025. Review the existing data, WMP, and hydraulic model to determine capacity and operational constraints.
• Design Requirements: Utilize the existing hydraulic model to establish design criteria for the BPS. Define design flows, pressures, pump configuration, and operational parameters in coordination with the Owner.
• Design Development: Evaluate site conditions and constraints. Assessment should include review of applicable requirements under the Unified Development Ordinance (UDO) and provide recommendations to ensure compliance. If needed for any reason, assist CLTWater in identification of a more suitable site. Prepare preliminary engineering report for review and comment to document recommendations and decisions for the BPS detailed design. Prepare detailed (30%, 60%, 90%) design documents for review and comment. Develop complete 100% design drawings and technical specifications suitable for bidding and construction. At CLTWater’s option, Proposer may be asked to design or assist in the design of sections of the associated watermain (NEWT, Phase I).
• Permitting: Identify all applicable permits and approvals required at the federal, state, and local levels. Prepare and submit permit applications and supporting documentation. Coordinate with regulatory agencies to secure approvals.
• Construction Cost: Provide Owner with opinion of probable construction cost (OPCC) with every conceptual and detailed design deliverable.
• Bidding: Assemble Invitation to Bid (ITB) package, respond to Bidder questions, submit addenda as required, and provide notice of award to selected company for construction services.
• Construction Administration: Provide construction phase services, including but not limited to submittal review, responses to requests for information (RFIs), pay application reviews, site visits, inspections, and record drawings.

The Magnolia/Winthrop Storm Drainage Improvement Project will reduce street and structure flooding throughout the neighborhood. Located within a drainage area of approximately 30 acres, the project will replace aging infrastructure and provide adequate system capacity.

This project is bordered by Rama Road to the north, McAlpine Creek to the south, Monroe Road to the east and Burlwood Road to the west.  The drainage system consists of open channel and closed pipe systems underneath City maintained roads.  This was previously identified as a major capital project from the watershed ranking prioritization process with a score of 54 of 100.  The ranking protocol identifies 30 structures that experience flooding in the 100-year storm event and 16 roads that experience transverse overtopping events that do not meet current standards.  A holistic project is needed to cost beneficially address the drainage system issues.

The Project consists of constructing Collective Storm Drainage Improvement Projects Series AE will involve 2 projects throughout the City of Charlotte, 4440 Holbrook Dr, 4611 Denver Av Phase 2. 4440 Holbrook Dr scope will include installation of approx. 26LF 30″ RCP; 90LF 36″ RCP; 110LF 29×45 Elliptical pipe; 7LF 24″ RCP; 77LF 15″ RCP; 29LF 15″ RCP Class IV. Approx 26 LF of 30″ RCP; 56LF 15″ RCP; 10 LF 36″ RCP will be removed and another approx. 200LF of RCP is to be plugged and abandoned. Scope also intends to replace approximately. 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 approximately 75 LF of duel 60″ CMP and installation of 65LF of a 10×5 RCBC. R&R 54 LF 6″ Water Main; Project to include approx. 314 LF of sewer replacement and (6) MHs. Scope also to include concrete headwalls, riprap, and full depth pavement resurfacing.concrete headwalls and full-depth pavement resurfacing.

The project consists of an undetermined number of individual projects consisting of water and/or sewer extensions, water and/or sewer replacements, low-pressure sanitary sewer, water distribution system reliability improvement projects, and/or sanitary sewer capacity assurance projects, which will be assigned by the Project Engineer.