Specifications include, but are not limited to: Contractor will provide all labor, equipment, materials incidentals and traffic control to cold mill approximately 22,000 square yards of roadway, at a depth of .15’ as directed by MDT’s Project Manager. The Contractor shall be responsible for the delivering the cold millings to the Missoula County Road Department facility located on the South side of the Nine Mile And I-90 Interchange. Contractor will provide all labor, equipment, materials, incidentals and traffic control necessary to produce, haul, place, tack and compact approximately 2,122 tons of 1/2” Commercial Plant Mix Grade S 58-28 asphalt mix material. The overlay shall be paved .15 feet thick and approximately 26 feet wide. Contractor shall provide all labor, equipment, materials, traffic control and incidentals necessary to produce, haul, place, roll and broom approximately 22,000 square yards of laid-in-place chip seal. The chip seal will be approximately 1.4 miles long and 26 feet wide. Contractor shall provide CHFRS-2P asphalt emulsion and Type 1 chips. Traffic control with pilot cars must be maintained until dusk or fading light each workday as determined by the Project Manager. The emulsion application rate for chip seals is estimated at .41 gallons per square yard. The cover material application rate is estimated at 23 pounds per square yard. Actual application rates will be based on the chip design and the actual field adjustments. If the cover material application rate of 23 pounds per square yard is not sufficient to provide a quality job, the Project Managers will jointly determine what the new application rate should be. Contractor must furnish a water truck for dust control and wetting of chips. Arrangements must be made by the Contractor for acquiring water for wetting and sweeping. It will be the responsibility of the Contractor to determine the centerline and place reflective tabs prior to the chip seal. The Department will provide interim and final striping.