This project will remove a portion of a sewer pipeline and transfer the sewer to the Briar Creek Relief Sewer.
This contract is for water and sanitary sewer service installations including connection to the existing public main, which extends a small diameter line to the property, and includes a water meter box or sanitary sewer clean out. Customers pay connection fees for the installation service, which is based on costs incurred by Charlotte Water in these contracts. The work covered by this contract will provide approximately 400 total services.
Charlotte Water (CLTWater) is planning to replace water services on Queens Road West between East Boulevard and Selwyn Avenue and water pipes under Queens Road West from Wellesley Avenue to Selwyn Avenue and East Boulevard near Queens Road West. The Queens Water Main Replacement Project completed design and construction has not been scheduled yet.
Charlotte Water (CLTWater) will extend drinking water pipes along Dixie River road from 5900 block of Dixie River Rd to Sadler Road. Construction is scheduled to start in early 2022 and will be complete by early 2023.
Charlotte Water is one of the largest public water and wastewater service providers in the southeast. This solicitation will be to provide Charlotte Water employees located in various locations throughout the City of Charlotte and Mecklenburg County with non-embroidered and City and/or Charlotte Water embroidered uniform and work-related T-Shirts. T-Shirts may include, but are not limited to, short sleeve, long sleeve, pocketed, and non-pocketed types.
This ITB will be targeted to SBEs only. Companies wishing to submit a Bid for this ITB shall be a city-certified SBE by the Bid Opening date and time.
The Contracted Utility Coordinator (CUC) shall provide services to resolve private utility conflicts associated with City of Charlotte Storm Water Services Storm Drainage Improvement Projects. The City’s Utility Section Manager (USM) will manage the work of the CUC to ensure compliance and adherence to City standards and procedures. Utility Coordination is technical and detail-oriented that requires an understanding of: (a) the private utility company practices for the protection and relocation of utility facilities; (b) roadway and storm drainage infrastructure construction within public right of way and on private property and (c) the identification and resolution process of any private utility facilities that may be in conflict with the proposed public roadway and storm drainage infrastructure construction
The Project consists of the installation of 250 LF of 8” sewer; 3,060 LF of 16” sewer; 3,100 LF of 18” sewer; 37 manholes; bypass pumping of wastewater; and other related sewer installation/replacement work for the Upper Little Sugar Creek Replacement Sewer Phases 2 and 3 portions. For the 911 Georgetown SDIP, the project consists of the Installation of 394 LF of 5’ X 4’ Precast R.C. Box Culvert; 60 LF of 10’ X 8’ Precast R.C. Box Culvert; 9 masonry drainage structures; and other related storm drainage installation work.
This contract will incorporate the installation of new commercial water/sewer services, dismantlement of existing water/sewer services, installation of short public water/sewer main extensions and the option to install small residential services and water quality sampling stations.
Charlotte Water needs to establish an annual sanitary sewer siphon cleaning program to optimize system performance and prevent sanitary sewer overflows. Many of the siphons are difficult to clean and may require specialty cleaning and inspection equipment. The intent of this project is to clean each siphon in the collection system at least once every year.
Cleaning and post cleaning inspection services for various diameters, lengths and configurations of inverted siphons, including flow control, throughout the Charlotte Water service area. The diameters of siphon pipes to be cleaned and inspected range from 6-inch to 48-inch and include both single and multi-barrels. Available siphon information, along with maps and as-builts, are found later in these specifications. The Company shall verify the sizes and configurations of each siphon and report any discrepancies to the as-builts to Charlotte Water. Cleaning schedules will vary, as required, and may include the need to perform services during nights, weekends, and/or City observed holidays.
This contract will service the Field Operations Division of Charlotte Water and will primarily focus on the annual cleaning and inspection of approximately fifty (50) inverted siphons throughout the Charlotte Water service area.
The Company will be required to clean and inspect all 50+ siphons within the contract time period and will be responsible for scheduling the work. In addition, the Company will be required to clean and TV at least two (2) gravity lines directly upstream and two (2) gravity lines directly downstream of each siphon. Diameter of these lines range from 8-inch to 54-inch.