Overlay and Chip Seal Bozeman Northeast and Bridger Canyon Road Bozeman Area

Overlay and Chip Seal Bozeman Northeast and Bridger Canyon Road Bozeman Area. provide all labor, equipment, materials, incidentals and traffic control necessary to produce, haul, place, tack and compact approximately 14,000.0 tons of ¾” Commercial Plant Mix Grade S 64-28 asphalt mix material. The overlay shall be paved .15 feet thick and approximately 32 feet wide. Contractor will be required to mill approximately 150 feet at .15 feet deep at the beginning and end of the project limits in Site 1, which includes milling at each end of one bridge at MP 3.313. Total milling is approximately 720 feet. Contractor shall provide all labor, equipment, materials, traffic control and incidentals necessary to produce, haul, place, roll and broom approximately 259,072.0 square yards of laid-in-place chip seal. The chip seal will be approximately 13.98 miles long and 32 feet wide. Included with-in the chip quantities is one pullout at MP 14.3 is roughly 40 feet x 400 feet. Contractor shall provide CHFRS-2P asphalt emulsion and Type 1 chips. Traffic control with pilot cars must be maintained until dusk or fading light Site 1: Overlay & Chip Seal Project Site: Bozeman Northeast Route: c000086n Milepost: 2.282 To 9.58 Site 2: Chip Seal Project Site: Bridger Canyon Road Milepost: 9.58 To 15.8 Item & Description Unit of Measure Quantity Mobilization L.S. 1.0 ¾” Commercial Plant Mix-Grade S PG 64-28 Ton 14,000.0 Cold Milling (avg. depth .15’) S.Y. 720.0 Type 1 Chips S.Y. 128,922.0 Liquid Emulsified Asphalt Grade CHFRS-2P Ton 238.0 Traffic Control L.S. 1.0

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.