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

Question Deadline 05/12/2026 Questions need to be directed ONLY by e-mail to Carl Rowland, County Administrator, (crowland@worthcountyboc.com ). Questions received less than seven (7) days prior to the date for opening of Bids may not be answered. Sealed bids are being accepted for the construction of the Worth County Dirt Road Restoration Projects. The work includes furnishing all labor, materials, and equipment necessary for the restoration of sections of Ausby Road, Egypt Road, Story Road, and Mt. Horeb Road, as specified in the project documents. Bids must include a list of the contractor's experience with similar dirt road projects. The project must be fully completed within one hundred and twenty consecutive calendar days from the Notice To Proceed. Envelopes must be clearly marked as a bid proposal for the project and can be delivered in person, by mail, or by courier. Late bids will not be considered. Payment will be made within thirty days after receipt of each Application for Payment, subject to the project documents. Everything is centered from the mid-point over the culvert pipe in both directions on the road for approximately 1000+/- feet. (Average linear feet is between 1200 and 1500 to cover all damage and outflow. It can be greater depending on damage). o Project will/may include aggregate Rock - #3, #5, crusher run, & Rip-Rap Type 3 as noted. o Ditches with a slope of 2% or greater will need rock check-dams added to control flow volume. For the road base, consider adding water bars in selected locations. o All sites will receive crusher run to be placed over matting/fabric to a minimum depth of 6 inches loose with compaction to 5 inches. Road edges will need to be blended and rolled. o Ditch cut is parabolic U shape. o Ditch width cannot be greater than 3 feet. Depth cannot be any greater than 4 feet. o Ditch will contain matting/fabric on the entirety with overlap on to the road. o Aggregate placed in the ditch will be noted as rock #3, #4, or #5 at 2 inches deep. If a large flow volume is likely, add rock check dams. o For any culvert pipe replacements, apply matting fabric and rock under pipe for support and top cover with matting fabric and rock. Complete any headwalls that are required. Grass all remaining bare areas in the project site. o Turnouts will not be done directly into any receiving waterbody. Turnouts will also need matting and rock. Rock size for turnouts is typically Rip-Rap Type 3 o Grass - hydroseed and/or hand (combination of both is preferred) Seed will be a combination of 2 different kinds due to the season. Seed rates will be per seed supplier recommendations. This also will require core straw matting to prevent erosion before grass comes up. Site preparations will require clean out / reshaping and crowning and any maintenance work before restoration begins. o Wetland/sensitive areas will require silt fence to be placed before any work is started.