Description: Work includes grouting and abandoning the upstream 14' of the existing 36" dia primary spillway reinforced concrete pipe (rcp) outlet pipe leaving the existing riser structure, installing cure-in place by ultraviolet-light lining in the remaining rcp primary spillway outlet pipe to convey drainage from richland drive catch basins, constructing a concrete headwall downstream of the catch basins, reconstructing the spillway weir upstream of the four 60" dia spillway outlet pipe, removal of approx 57 trees 6" or greater in dia at the dam crest, upstream slope, and downstream slope. See attached file.
City · NC, US
Original attachments and procurement documents tied to this bid.
Decision makers connected to this RFP from City of Raleigh.
Adjacent opportunities open for bidding right now.
CityNC
Posted
Sep 23, 2026
Nov 5, 2026
Procurement of dam reconstruction services for the Camp Pond Dam, including spillway removal and installation, weir replacement, headwall construction, and riprap placement.
Massachusetts Department of Conservation and Recreation
State AgencyMA
Posted
-
Oct 29, 2026
Project consists of repairs to the existing weir, stoplog bay, spillway structure, culvert pipe, headwalls, and training walls that have deteriorated over time. Repairs will restore its original function to maintain the pond elevation and control flow through the structure before exiting the culvert. Additionally, the walking path north of the dam has become degraded due to erosion from storm events. The proposed work will improve the path to mitigate future erosion, which will result in safe, level, and defined walking paths and will mitigate the potential for sediment to travel from eroding paths to the pond.
CityRI
Posted
-
Oct 13, 2026
Complete all clearing/grubbing necessary for the completion of the proposed work; Construct necessary slope improvements to allow equipment access to the shoreline from the left abutment and to facilitate crane access to the right abutment. Mobilize the crane to the site; Dredge the approach to the auxiliary sluiceway. Install the proposed bypass system. Implement the proposed construction drawdown using the existing bypass pipe, proposed bypass siphons, and auxiliary sluiceway; Install the steel sheet piles. Remove and dispose of the existing bypass pipe immediately before driving the sheets at the location of the existing bypass pipe and begin bypassing flows using the proposed siphon system; Install the proposed cofferdam and dewater the section of sheet pile wall at the location of the proposed stoplog bay. Terminate the right end of the cofferdam at a permanent spillway sheet pile with a top elevation of 114.0 or higher; Complete all required excavation and dredging for the installation of the proposed concrete sheet pile cap, stoplog bay, stoplog bay discharge channel, and stoplog bay scour protection; Install the concrete sheet pile cap, stoplog bay, and appurtenances (seal plates, steel angles) within the cofferdammed area; Supplement / reset downstream riprap right of the stoplog discharge channel to provide a contiguous apron downstream of the weir. Install the upstream riprap scour protection and downstream discharge channel at the stoplog bay; Remove the temporary cofferdam and use the new stoplog bay to maintain the construction drawdown; Cut the steel sheet piles to final height. Install the remainder of the concrete sheet pile cap and appurtenances including the weir board pin sleeves, seal plates, FRP grating, stoplog operator lifter pins, guardrails, and all other proposed miscellaneous items associated with the sheet pile cap and stoplog bay; Add item 1: install weir boards and weir board pins. Top elevation of the weir boards shall be coordinated with the town.
Long Creek Watershed Management District
Special DistrictME
Posted
Sep 23, 2026
Oct 22, 2026
Operate and perform routine maintenance of the dam.
