Site work and paving for a transportation facility in Eufaula, Alabama. Completed plans call for site work for a transportation facility; and for paving for a transportation facility.

The Work includes the following principal items: Runway 18/36, taxiway, and apron crack seal, seal coat and marking Total Contract Time for completion of the work is thirty (30) calendar days. Liquidated damages for delay will be in the amount of $1,000.00 per calendar day that the project remains incomplete after the specified completion time. Bid Security: Each BIDDER must deposit with his BID, as Bid Security, a Bid Bond payable to the OWNER in an amount equal to five (5) percent of the total amount Bid, but in no case more than $10,000.00. This item shall consist of the application of an asphalt surface treatment composed of natural and refined asphalt materials, additives, and light oils, for taxiways and runways with the application of a suitable aggregate to maintain adequate surface friction; and airfield secondary and tertiary pavements including aprons, shoulders, overruns, roads, parking areas, and other general applications with or without aggregate applied as designated on the plans. The terms seal coat, asphalt sealer, and asphalt material are interchangeable throughout this specification. The term asphalt means natural and refined asphalt materials in this specification. This item shall consist of an application of a thermoplastic coal tar emulsion Micro-Surface applied to an existing, previously prepared asphalt surface, including airport pavements serving small airplanes 12,500 lbs (5670 kg) or less , roads, and other general applications. Thermoplastic resin coal tar emulsion products provide a fuel-resistant surface where pavements are subjected to fuel spills. Thermoplastic resin coal tar emulsion products assist in pavement preservation through reducing the rate of pavement oxidation. The application of the surface treatment shall be in accordance with these specifications and shall conform to the dimensions shown on the plans or as directed by the Resident Project Representative (RPR). This item shall consist of a rejuvenator properly proportioned, mixed, and spread on an asphalt pavement surface, including airport pavements serving small airplanes 12,500 lbs (5670 kg) or less, roads, and other general applications. The application of the rejuvenator shall be in accordance with these specifications and shall conform to the dimensions shown on the plans or as directed by the Resident Project Representative (RPR). The term "rejuvenation product" will carry the same connotation as the term "rejuvenator" or "rejuvenator/sealer." The term "rejuvenation product" will be used throughout this specification for the purpose of recognizing rejuvenation performance for each class of rejuvenation products. This item governs the application of an asphalt pavement rejuvenation product applied to a previously placed asphalt surface in accordance with these specifications, as shown on the plans, or as directed by the RPR. The purpose of this product is rejuvenation of the upper 3/8 inch (9 mm) of oxidized or otherwise aged asphalt binder without causing an unacceptable reduction in the friction characteristics (skid resistance) of the pavement section. Additionally, the rejuvenation product should not introduce unacceptable pavement distresses such as raveling, high temperature deformation (rutting), and loss of strength. The rejuvenation product should not contribute to accelerated deterioration of the pavement. This item shall consist of the preparation and painting of numbers, markings, and stripes on the surface of runways, taxiways, and aprons, in accordance with these specifications and at the locations shown on the plans, or as directed by the Resident Project Representative (RPR). The terms "paint" and "marking material" as well as "painting" and "application of markings" are interchangeable throughout this specification. Runway 15-33 is currently 7820 feet long, with a 500 foot stopway on the north end. This project will remove the stopway and extend the runway 1000 feet to the north and 500 feet to the south. Finally, the existing portion of the runway will be repaved. The runway 33 glide slope will be relocated. The new runway 33 localizer has already been installed by FAA Technical Operations and only needs to be switched on. Runway 15 is currently served only by a localizer, which will remain in operation as it will be beyond the future RSA. Appropriate NOTAMS will be issued throughout the project.