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Active opportunities open for bidding
Town of Crystal Lake
Project specs: Fine grading and shaping of base to include adding sufficient water to provide proper cohesion of compacted material for shaping base surface area for placement of the new asphaltic payment. Laying asphaltic mixture using a one pass system of 4LT 58-285 material at 3" compacted thickness at a surface width of 18.5'. If 18.5' cannot be attained, the contractor is to clarify an acceptable width with the town. Project to include a 2' shoulder compacted for the total length of the projects. Driveways shall have a one foot bump out and include shouldering material for a smooth and solid entrance to the roadway. Butt joints to be cut on both ends of projects.
Posted Date
Mar 19, 2026
Due Date
Apr 9, 2026
Release: Mar 19, 2026
Town of Crystal Lake
Close: Apr 9, 2026
Project specs: Fine grading and shaping of base to include adding sufficient water to provide proper cohesion of compacted material for shaping base surface area for placement of the new asphaltic payment. Laying asphaltic mixture using a one pass system of 4LT 58-285 material at 3" compacted thickness at a surface width of 18.5'. If 18.5' cannot be attained, the contractor is to clarify an acceptable width with the town. Project to include a 2' shoulder compacted for the total length of the projects. Driveways shall have a one foot bump out and include shouldering material for a smooth and solid entrance to the roadway. Butt joints to be cut on both ends of projects.
AvailableTown of Crystal Lake
Project 1: This project location is Duck Creek Avenue from the intersection of County Road N heading west for approx. 6,345 LF. Project specs: fine grading and shaping of base to include adding sufficient water to provide proper cohesion of compacted material for shaping base surface area for placement of the new asphaltic pavement laying asphaltic mixture under a 2-pass system. First layer consists of 3LT 58-285 as binder placed at a compacted thickness 2" at a surface width of 20'. If 20' cannot be attained, the contractor is to clarify an acceptable width with the town. Second layer consists of 4LT 58-285 material placed at a compacted thickness of 1.5". Project to include a 2-foot shoulder compacted for the total length of the projects. Driveways shall have a one foot bump out and include shouldering material for a smooth and solid entrance to the roadway.
Posted Date
Mar 19, 2026
Due Date
Apr 9, 2026
Release: Mar 19, 2026
Town of Crystal Lake
Close: Apr 9, 2026
Project 1: This project location is Duck Creek Avenue from the intersection of County Road N heading west for approx. 6,345 LF. Project specs: fine grading and shaping of base to include adding sufficient water to provide proper cohesion of compacted material for shaping base surface area for placement of the new asphaltic pavement laying asphaltic mixture under a 2-pass system. First layer consists of 3LT 58-285 as binder placed at a compacted thickness 2" at a surface width of 20'. If 20' cannot be attained, the contractor is to clarify an acceptable width with the town. Second layer consists of 4LT 58-285 material placed at a compacted thickness of 1.5". Project to include a 2-foot shoulder compacted for the total length of the projects. Driveways shall have a one foot bump out and include shouldering material for a smooth and solid entrance to the roadway.
AvailableTown of Crystal Lake
Quotes on 4 LT 58-285 hot mix asphalt to be used on "TRIPS" projects. 650 tons of material is needed for the project. Quotes should be for materials only.
Posted Date
Mar 19, 2026
Due Date
Apr 9, 2026
Release: Mar 19, 2026
Town of Crystal Lake
Close: Apr 9, 2026
Quotes on 4 LT 58-285 hot mix asphalt to be used on "TRIPS" projects. 650 tons of material is needed for the project. Quotes should be for materials only.
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