This project will involve the construction of at least one pumping station and force main to transfer flows from east Mecklenburg county to a wastewater treatment plant within the Catawba River Basin. Gravity sewer improvements may be necessary to the receiving sewer. CLTWater is proposing installation of a new Clarke Creek Pumping Station and Force Main which would involve constructing a new pumping station close to the Mecklenburg-Cabarrus County Line, in order to divert the entire Clarke Creek Basin flows to the McDowell Creek WWTP.
Progressive Design Build (PDB) is the recommended delivery model for this project. Due to critical project schedule and potential for complex multicriteria alternatives and risk analysis, Owner’s Advisor (OA) services will be needed. In addition to decision analysis support, the selected OA scope will include scheduling and budgeting support for all phases of the project as it progresses, including monitoring design development for compliance with contract cost and schedule.
Charlotte Water (CLTWater) treats raw water drawn from the Catawba River Basin and distributes treated drinking water to customers within Mecklenburg County and surrounding regions. Wastewater generated from consumptive use in eastern Mecklenburg County is discharged into the Rocky River Basin via two wastewater treatment plants (WWTPs). CLTWater intends to offset some wastewater flows that are currently tributary to the Rocky River basin due to transfer constraints and limited treatment capacities.
This Progressive Design-Build (PDB) project will likely involve the construction of at least one pumping station and force main to transfer flows from east Mecklenburg county to a wastewater treatment plant within the Catawba River Basin. Gravity sewer improvements may be necessary on the receiving sewer. The PDB firm will be required to analyze options for pumping to minimize or eliminate receiving sewer improvements. The Firm will need to consider options for storage at the pumping station or elsewhere in the system to achieve this goal.
The total anticipated CIP budget for this project is approximately $45M, assuming forcemain and gravity sewer improvements will be sized without EQ storage. The budget will vary depending on storage needs. A phased approach for the mentioned improvements, considering future connections to transfer additional flows, will be necessary to align with CIP funding schedules. CLTWater intends to have the initial project phase completed and activated to offset partial flows within two years of the notice to proceed for the planning and design work.
The PDB Team will need to have all the necessary resources to complete the planning, design, permitting, easement acquisition, and construction of this project.
CANCELLED – This project has been consolidated with a currently advertised entry “Briar Creek and Paw Creek Sewer Rehabilitation“.
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 cleanout. 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’s completed design and construction have 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 the 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.
