Site work and paving for a road / highway in Gouldsboro, Maine. Completed plans call for site work for a road / highway; and for paving for a road / highway.

PUBLIC NOTICETOWN OF GOULDSBOROINVITATION FOR BIDSThe Town of Gouldsboro invites bids for paving of 3 town roads: Old Route One, Bartlett Hill Road, and Ashville Road. Project specificationsare available at the Gouldsboro Town Office at 59 Main Street in ProspectHarbor, or for download on the Town's website at www.gouldsborotown.com. Deadline for bid submissions is 4PM on May 6, 2025. Old Route 1 Culverts -12" culvert near house #93 -12" driveway culvert- 2nd driveway for #55 - 24' culvert- just east of Downeast Mexican #22 Ditching/shoulder grading -Starting at intersection of Route 1 (across from West Bay Rd) East side of road up to Barlett Hill Rd. intersection -Area across lot #93 to culvert -Section of road between utility pole #118218 to driveway of #45 -West end of road from intersection with Route 1 along east side of road up to #22 Bartlett Hill Rd. Culverts -15" culvert near intersection of Bartlett Hill and Old Route 1 -12" driveway culvert at #40 Ditching -East side of road from Old Route 1 intersection to # 1 -West side of road from #40 to culvert at road's end Ashville Rd. Culverts -15" driveway culvert at #236 -12" driveway (top of hill, no culvert currently) -15" culvert between # 225 and #205 Ditching -From large culvert at east end of road to the top of the hill on north side of road -Grade/fill area near large culvert, install rip rap at either end of culvert Remove asphalt/raise roadbed minimum of 1' -From utility pole #126135 to a distance of ~500' (pavement marked) Provide traffic control Grind all leading and following edges Asphalt driveways will have a ground and tapered apron 12" in depth Dirt driveways will have 12" in depth apron Sweep roadway prior to HMA placement Install hot bituminous asphalt 19mm shim/cap The overlay with be rolled to an average ofone and three quarters (1%") inches All work will be in compliance with the most recent MDOT Supplemental Specifications, Section 401.10 Call Mike Connors at 546.0940 ifyou need more information and/or have questions