Brookton Chase Court and Brookton Downs Subdivision Asphalt Repaving Project, Dacula, GA
- Bid Date
- Jun 18, 2026 at 02:30pm
- Questions Due By
- Thursday, June 11, 2026 by 4:00 PM.
- Pre-Bid
- Strongly Encouraged - 6/3/2026 @ 02:30pm @ (for location please or )
- Owner
- City of Dacula, GA
- Trades
- *General Engineering Contractor GEC: Heavy & Civil Engineering Construction, Infrastructure; Opportunities for Subcontractors, Earthwork & Paving Contractor: Pavement Preservation, Resurface, Slurry Seal, High Friction, Milling, Land Clearing, Trails/Path, Road Improvements: Parking & Highway Improvements; Intersections, Roundabout, Median Construction - NAICS 237310
- Phase
- Renovation, Remodel, Improvements, Upgrades
Description
The Work to be completed for this Project consists of furnishing all labor, materials, earthwork, construction operations, details, supervision, and coordination of all trades, utility suppliers, governmental inspections, and approvals to complete the construction, installation, and coordination for the City of Dacula "Brookton Chase Court and Brookton Downs Subdivision Asphalt Repaving Project" as follows: The scope of work for Brookton Chase Court includes performing Full Depth Reclamation (FDR) which requires milling 3-1/2" of existing asphalt and subgrade material; then mixing Type I Portland Cement at a spread rate of 65 lbs/sy. Contractor will then install 2" of 19mm asphalt binder course; apply tack coat and then top with 1-1/2" of Type 2 - 'F' Mix (9.5mm) surface course asphalt pavement. Contractor shall re-establish crown in center of road when installing pavement to promote positive drainage to existing curb & gutter and storm drainage inlets. Existing asphalt cores based on SGC report reveal asphalt thicknesses of 1-1/2" to 2-1/2". Brookton Downs Subdivision consists of Brookton Drive, Brookton Lane, and Brookton Woods Way. Brookton Drive and Brookton Lane have been repaved multiple times over the years, so asphalt is built up above the gutter line. Existing asphalt cores based on SGC report reveal asphalt thicknesses of 3-3/4" to 5". Contractor will utilize variable depth milling to re-establish crown in center of road and to achieve proposed pavement that is flush with gutter line. A tack coat will then be applied prior to installing 1" of 'D' mix asphalt binder course pavement. An additional tack coat will then be applied prior to installing 1-1/2" of Type 2 - 'F' mix (9.5 mm) Surface Course Pavement over the entire streets.
Bonds required. Prevailing wages.
Contact
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Plans & Specifications
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CBS ID: 825098 | Published 5/20/2026 on Construction Bid Source
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