RECOVERY--Z--PROJECT NUMBER FE10205-8J, Repair Intersection Airborne St and Wickham Ave

THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO THE CONTRACTOR AWARDED THE IDIQ CONTRACT. The Directorate of Contracting intends to issue a delivery order against an Indefinite Delivery Indefinite Quantity Contract, Contract Number W91248-08-D-0001 with Rogers Group, Inc, Hopkinsville, KY 42241. The requirement is for the contractor to remove existing gravel, soil, and underlying material to a depth of sixteen (16) inches. The Contractor shall disk and compact all areas a minimum of six (6) inches deep to 90% of the maximum lab density. The Contractor shall then place and compact a twelve (12) inch thick layer of DGA. Apply prime coat and 2 inch thick asphalt binder course. Apply tack coat and 2 inch thick layer of asphalt surface course. The approximate area of road widening is 1,407 square yards. Place and compact DGA for a 3 feet wide road shoulder. Haul, place, and compact fill to provide side slope of extended roadway edge. Contractor shall mill out edge keys and interior space between railroad crossings. The milling at the railroad crossings shall be 2 inches deep. Over the existing roadway, apply prime coat and a one inch thick asphalt binder course. Place tack coat and 1 inch thick asphalt surface course. The approximate area of the existing pavement is 5,267 square yards. Provide rock checks at inlets and outlets of culverts and provide headwalls as shown on drawings. Apply pavement marking as indicated on drawings. Grade side slopes and provide seed and straw mulch on side slopes. Place railroad crossing extensions as required. Perform roadway reclamation on Patton Road. The depth of reclamation shall be twelve inches. The Contractor shall provide chip and seal in two layers. Provide storm water best management practices. The total area is 62,773 square yards. The delivery order will be funded through the American Recovery and Reinvestment Act of 2009.