Site work for a civil project in Tucker, Georgia. Completed plans call for site work for a bridge / tunnel; and water / sewer project.

Reference Number 0000403588 Replacement of failed culverts and associated catch basin structures and headwalls at four (4) locations. Completion from Notice to Proceed 120 calendar days A pre-bid conference will not be scheduled for this project Question Deadline 11/18/2025 at 1:00 PM ET Questions are submitted online No .Submit all questions in writing to procurement@tuckerga.gov. Reference ITB #2025-018 in the subject line of the email. LOCATION A: 4127 PINE VALLEY ROAD Project Background The existing storm drainage system and culvert under Pine Valley Road has experienced emerging failure of the existing 30" metal pipe. A new culvert and associated structures need to be installed to properly drain the area upstream of Pine Valley Road for the long term structural soundness of the road. LOCATION B: CULVERT UNDER EAST PONCE DE LEON AVENUE AT 1566 SAGEWOOD CIRCLE FRONTAGE Project Background The existing storm drainage system and culvert under East Ponce de Leon Avenue has experienced failure due to a collapsed conduit under East Ponce de Leon Avenue. A new culvert and associated structures need to be installed to properly drain the area upstream of East Ponce de Leon Avenue for the long term structural soundness of the road. LOCATION C: 5170 EAST PONCE DE LEON AVENUE Project Background The existing storm drainage system and culvert under East Ponce de Leon Avenue has experienced failure due to a complete sedimentation of the system. A new culvert and an associated inlet structure need to be installed to properly drain the area upstream of East Ponce de Leon Avenue for the long term structural soundness of the road. Location Notes 1. Abandon the existing system in place and remove existing catch basin structure top to a point of existing shoulder grade. 2. Install a 30" RCP culvert under East Ponce de Leon Avenue and the multi-use trail. Approximately 120 linear feet of 30" diameter RCP pipe - see accompanying exhibit. 3. Install headwalls at each end. 4. Install a pedestal top inlet junction box in the shoulder on the north side of East Ponce de Leon Avenue to capture ditch and roadway surface drainage from an uncurbed section. 5. Outlet and inlet protection per GSWCC Erosion Control Manual Structural Measure St1. 6. Pavement repair of road and multi-use trail to match existing pavement cross section. 7. Clean work area. Special Notes 1. The city has obtained an easement and right of entry from the cemetery to drain outletting flow onto the cemetery property. LOCATION D: 2241 MOON STREET Project Background The existing storm drainage system and culvert under Moon Street has experienced failure due to a complete sedimentation of the system. A new culvert and an associated inlet structure need to be installed to properly drain Moon Street and avoid excessive ponding. Location Notes 1. Sawcut roadway and remove the existing conduits, catch basin structures, and headwall, approximately 80 linear feet. 2. Install an 18" diameter RCP culvert under Moon Street and an 18" diameter HDPE pipe outfall to the north. Approximately 35 linear feet of 18" diameter RCP pipe and 45 linear feet of 18" diameter HDPE pipe - see accompanying exhibit. Match existing elevations. 3. Install headwall at downstream end. 4. Install catch basins on each side of Moon Street. 5. Outlet and inlet protection per GSWCC Erosion Control Manual Structural Measure St1. 6. Pavement repair of road to match existing pavement cross section. 7. Uninstall prior to and reinstall subsequent to pipe installation a section of chain link fence with barbed wire, about 50 linear feet. 8. Clean work area