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Learn more →The work generally includes, but is not limited to, providing all supervision, labor, material and equipment required to complete the removal of existing concrete sidewalk, installation of a structurally designed concrete sidewalk, installation of block retaining wall, installation of storm sewers, and repaving. Also includes 30 SY of Moment Slab Sidewalk and Curb with Toe Wall 4 Feet Below Sidewalk, Sta. 2+76 - 3+28 (Sidewalk Detail No. 1); 85 SY of Concrete Sidewalk with Integral Curb and Toe Wall 1 Foot Below Sidewalk. Sta. 3+68 - 5+28 (Sidewalk Detail No. 2). See outside link.
Posted Date
-
Due Date
Jan 23, 2026
Release: -
Close: Jan 23, 2026
The work generally includes, but is not limited to, providing all supervision, labor, material and equipment required to complete the removal of existing concrete sidewalk, installation of a structurally designed concrete sidewalk, installation of block retaining wall, installation of storm sewers, and repaving. Also includes 30 SY of Moment Slab Sidewalk and Curb with Toe Wall 4 Feet Below Sidewalk, Sta. 2+76 - 3+28 (Sidewalk Detail No. 1); 85 SY of Concrete Sidewalk with Integral Curb and Toe Wall 1 Foot Below Sidewalk. Sta. 3+68 - 5+28 (Sidewalk Detail No. 2). See outside link.
AvailableWork includes 40 CY of class 1 excavation, includes removal of existing asphalt pavement and subbase material (full depth base repair areas); 115 SY of class 4 geotextile fabric (full depth base repair areas); 115 SY of 8" depth coarse aggregate subbase (full depth base repair areas); 2,187 SY of mill roadway to 1-1/2" depth (milled material to be retained by contractor); 220 SY of milling of asphalt pavement surfaces (3" depth) (base repair, as directed) (milled material to be retained by contractor); 10 LF of 10" DI pipe storm sewer; maintenance and protection of traffic.
Posted Date
-
Due Date
Jul 2, 2025
Release: -
Close: Jul 2, 2025
Work includes 40 CY of class 1 excavation, includes removal of existing asphalt pavement and subbase material (full depth base repair areas); 115 SY of class 4 geotextile fabric (full depth base repair areas); 115 SY of 8" depth coarse aggregate subbase (full depth base repair areas); 2,187 SY of mill roadway to 1-1/2" depth (milled material to be retained by contractor); 220 SY of milling of asphalt pavement surfaces (3" depth) (base repair, as directed) (milled material to be retained by contractor); 10 LF of 10" DI pipe storm sewer; maintenance and protection of traffic.
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