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Learn more →The Town of Greene (Maine) is offering for sale Fire Engine 1, a 2003 Sterling Acterra crew cab with a 1500‑gallon poly tank, Waterous CS 1250 GPM pump, Foam Pro Class A system, and related equipment. Known issues include a failed poly tank requiring replacement and an obstruction in the pump impeller; offers are accepted through February 14, 2026.
Posted Date
Nov 14, 2025
Due Date
Feb 14, 2026
Release: Nov 14, 2025
Close: Feb 14, 2026
The Town of Greene (Maine) is offering for sale Fire Engine 1, a 2003 Sterling Acterra crew cab with a 1500‑gallon poly tank, Waterous CS 1250 GPM pump, Foam Pro Class A system, and related equipment. Known issues include a failed poly tank requiring replacement and an obstruction in the pump impeller; offers are accepted through February 14, 2026.
AvailableThe Town of Greene (Maine) is offering for sale Fire Engine 1, a 2003 Sterling Acterra crew cab with a 1500‑gallon poly tank, Waterous CS 1250 GPM pump, Foam Pro Class A system, and related equipment. Known issues include a failed poly tank requiring replacement and an obstruction in the pump impeller; offers are accepted through February 14, 2026.
Posted Date
Nov 14, 2025
Due Date
Feb 14, 2026
Release: Nov 14, 2025
Close: Feb 14, 2026
The Town of Greene (Maine) is offering for sale Fire Engine 1, a 2003 Sterling Acterra crew cab with a 1500‑gallon poly tank, Waterous CS 1250 GPM pump, Foam Pro Class A system, and related equipment. Known issues include a failed poly tank requiring replacement and an obstruction in the pump impeller; offers are accepted through February 14, 2026.
AvailableCulvert replacements. Contractor to cut the pavement, excavate, and remove and dispose of existing 48" steel culvert. The Town will supply the culvert package which will be 2-3 20-foot sections of dual wall HDPE culverts and applicable supplies in either 24" or 60" diameter, depending on the selected proposal. Contractor to put 3/4" gravel around new culverts and compact every 6". Contractor to re-use old rock and gravel pulled from site area as appropriate. Contractor to haul in gravel as needed to repair road, to include compacting as needed. The contractor shall set the proper culvert elevation to accommodate water flow at the site. Both the inlet and outlet banks shall be lined with rip rap. The Contractor is responsible for any damning and dewatering necessary to complete repairs to the site.
Posted Date
May 29, 2025
Due Date
Jun 5, 2025
Release: May 29, 2025
Close: Jun 5, 2025
Culvert replacements. Contractor to cut the pavement, excavate, and remove and dispose of existing 48" steel culvert. The Town will supply the culvert package which will be 2-3 20-foot sections of dual wall HDPE culverts and applicable supplies in either 24" or 60" diameter, depending on the selected proposal. Contractor to put 3/4" gravel around new culverts and compact every 6". Contractor to re-use old rock and gravel pulled from site area as appropriate. Contractor to haul in gravel as needed to repair road, to include compacting as needed. The contractor shall set the proper culvert elevation to accommodate water flow at the site. Both the inlet and outlet banks shall be lined with rip rap. The Contractor is responsible for any damning and dewatering necessary to complete repairs to the site.
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