he Contractor will be required to perform prep work, removal, installation and cleanup for Pavement Preservation and Maintenance Services defined in this ITB. The Contractor shall supply labor, equipment, tools, means of transportation, traffic control, and incidentals to perform work in accordance to specifications, and to ensure a safe work environment for employees and the traveling public within the time schedule specified. Scope Work under this ITB consists of furnishing all labor, materials, tools, equipment, means of transportation, and incidentals necessary to perform the services. Contractor must furnish equipment in good operating condition and operated by properly trained and qualified personnel. The Contractor must make a good faith effort to furnish the Department the fully operational equipment needed to perform Pavement Preservation and Maintenance Services at such time, and at such location(s) as directed by the Engineer. Prior to start of work, Contractor must inspect equipment to ensure the equipment is fully operational for the performance of its intended purpose. The Contractor will also be responsible for any traffic control, licenses, and permits required to satisfy the duties required herein. Deliverables Delivery of Pavement Preservation and Maintenance Services shall be in accordance with the contract terms. The following deliverables are expected for work performed at the locations referenced in Exhibit 4 - Locations, Descriptions and Estimated Quantities. THIS CONTRACT CONSISTS OF THIN LIFT OVERLAY ON SR 234 IN DOUGHERTY COUNTY. THE PROJECT BEGINS 3622 FT. WEST OF JCT OF SR 234 AND OLD THOMPSON RD. C/L. AT LOG MILE 0.000 (MM. 0.72) (GPS COORDINATES 31.59173 N. 84.44192 W.) AND ENDING 2662 FT. EAST OF JCT OF SR 234 AND OLD TALLASSEE TRAIL RD. LT./MUD CREEK RD. RT. C/L. AT TALLASSEE CREEK BRIDGE FORWARD APPROACH ASPHALT/CONCRETE JOINT., AT LOG MILE 4.963 (MM. 5.69) (GPS COORDINATES 31.57718 N. 84.36024 W.). BEGIN FULL WIDTH VARIABLE DEPTH MILLING (TYPICAL 1 1/4 INCHES) TO MAINTAIN EXISTING ROADWAY PROFILE AND ALLOW FOR SMOOTH TRANSITION. BEGIN FULL WIDTH THIN LIFT INLAY/OVERLAY OF 9.5 MM SUPERPAVE (TYPE 2) AT 135 LBS. PER SQUARE YARD. BEGIN RE-STRIPING ROADWAY AS EXISTING WITH THE EXCEPTION OF INCREASING AND/OR MAINTAINING 12 FT. TRAVEL LANES THROUGHOUT THE PROJECT WHERE APPLICABLE. BEGIN REPLACING RPM’s AS REQUIRED. BEGIN CLIPPING EXISTING PAVEMENT WIDE ENOUGH TO VERIFY EDGE OF ROADWAY. BEGIN INSTALLATION OF SINUSOIDAL EDGE LINE AND CENTERLINE RUMBLE STRIPS AS REQUIRED.
