T32 - D4 - PavePres - Lowndes SR 31 - 183066

2026-11-03

The 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 SINGLE SURFACE TREATMENT AND THIN LIFT OVERLAY ON SR 31 IN LOWNDES COUNTY . THE PROJECT BEGINS 125 FT . NORTH OF SR 31 AND SR 7 C / L . AT EXISTING PAVED JOINT ., AT LOG MILE 0 . 000 ( MM . 18 . 44 ) ( GPS COORDINATES 30 . 87560 N . 83 . 23658 W .) AND ENDING 1948 FT . SOUTH OF SR 31 AND BYRD LN . C / L . AT LOWNDES / LANIER COUNTY LINE SIGNS , AT LOG MILE 7 . 773 ( MM . 26 . 41 ) ( GPS COORDINATES 30 . 94669 N . 83 . 13614 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 SINGLE SURFACE TREATMENT WITH NO . 7 STONE SIZE . BEGIN FULL WIDTH THIN LIFT INLAY / OVERLAY OF 9 . 5 MM SUPERPAVE 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 .

Georgia

2026-04-29