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The City of Charlotte (Department: Charlotte Water) is soliciting bids for construction of the Shamrock Gardens Storm Drainage Improvement Project near Eastway Drive and Shamrock Drive. The work addresses a deteriorated corrugated metal pipe system and mitigates flooding at multiple roadway crossings within the project area bounded by Purser Drive, Shamrock Drive, Briar Creek, and Eastway Drive. The estimated construction cost is $7,154,105, with a pre-bid meeting on February 10, 2026, and bids due February 24, 2026.
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Pain points mentioned in board meetings and strategic plans
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Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
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Starbridge.ai books 30 - 40% of leads into meetings
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Storm drainage improvement project involves removal of existing retaining wall and installation of erosion control measures; installation of a new retaining wall; milling, resurfacing, and restriping of existing parking lot; installation of wheelstops and installation of curb; installation of a stormwater manhole, catch basin, and associated pipe. Stream improvements include addition a boulder toe, rock sills, and plantings along portions of the stream.
Posted Date
Jan 20, 2026
Due Date
Feb 18, 2026
Release: Jan 20, 2026
Close: Feb 18, 2026
Storm drainage improvement project involves removal of existing retaining wall and installation of erosion control measures; installation of a new retaining wall; milling, resurfacing, and restriping of existing parking lot; installation of wheelstops and installation of curb; installation of a stormwater manhole, catch basin, and associated pipe. Stream improvements include addition a boulder toe, rock sills, and plantings along portions of the stream.
AvailableProject will include the replacement of approx. 340 LF of 48" cmp with new 7'x3' RCBC between open drainage channels behind 2831 and 2816 flintridge drive. The 7'x3' RCBC installation will vary between 9-14' deep and will require active shoring approved by a professional engineer.
Posted Date
Jan 5, 2026
Due Date
Feb 10, 2026
Release: Jan 5, 2026
Close: Feb 10, 2026
Project will include the replacement of approx. 340 LF of 48" cmp with new 7'x3' RCBC between open drainage channels behind 2831 and 2816 flintridge drive. The 7'x3' RCBC installation will vary between 9-14' deep and will require active shoring approved by a professional engineer.
AvailableProvide preconstruction and construction services for the relocation of the existing pump station along with the proposed storm drainage work using the construction manager-at risk (CMAR) method of project delivery. Included in the scope of services is collaboration with the design engineer during the design phase, providing constructability and value engineering guidance, development of a guaranteed maximum price (GMP) proposal(s), and, assuming successful negotiation of a GMP(s) with the City, ultimately entering into a construction agreement for the construction of the Project.
Posted Date
Jan 14, 2026
Due Date
Feb 17, 2026
Release: Jan 14, 2026
Close: Feb 17, 2026
Provide preconstruction and construction services for the relocation of the existing pump station along with the proposed storm drainage work using the construction manager-at risk (CMAR) method of project delivery. Included in the scope of services is collaboration with the design engineer during the design phase, providing constructability and value engineering guidance, development of a guaranteed maximum price (GMP) proposal(s), and, assuming successful negotiation of a GMP(s) with the City, ultimately entering into a construction agreement for the construction of the Project.
Work includes approx 1 LS clearing and grubbing; 1,003 CY topsoil, onsite; 4,031 excavation, class 10; 26 LF of 8" storm sewer, trenched; 140 LF of 10" linear trench drain; 1 EA of 16" storm sewer abandonment; 55 LF of 6" subdrain, perforated HDPE; 7 ES of 24" intaak, SW-512; 3 ES connection to existing manhole; 2,817 LF of 30" amd 6" height beam curn and gutter; 15 SY of 4" sidewalk, PCC.
Posted Date
Jan 13, 2026
Due Date
Feb 17, 2026
Release: Jan 13, 2026
Close: Feb 17, 2026
Work includes approx 1 LS clearing and grubbing; 1,003 CY topsoil, onsite; 4,031 excavation, class 10; 26 LF of 8" storm sewer, trenched; 140 LF of 10" linear trench drain; 1 EA of 16" storm sewer abandonment; 55 LF of 6" subdrain, perforated HDPE; 7 ES of 24" intaak, SW-512; 3 ES connection to existing manhole; 2,817 LF of 30" amd 6" height beam curn and gutter; 15 SY of 4" sidewalk, PCC.
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