LMIG PAVING PROJECT

2026-11-03

This project consists of Resurfacing , Patching / PROFILL MILL , Widening , GAB , C & G and Striping in CITY OF STATHAM . Locations will be designated by the Engineer . In addition to the Georgia 2013 Standards Specifications and Special Provislons referenced , this work shall also be performed according to MUTOD OR the following Special Conditions . For this project , the advance warning signs specified in Subsection 150 , 3 . 04 shall be portable signs . These signs shall be placed only during times that construction is in progress or as conditions warrant as directedd byby the Engineer . Signs shall be removed at all other times . Costs for all Traffic Control shall be included in the LUMP SUM TRAFFIC CONTROL price . Any exceptions will be at the discretion of the Engineer . Contractor and / or Subcontractor shall be responsible for all layouts . The costs for layout shall be included in the overall bid price . Prior to commencement of work , Contractor shall provide to CITY STATHAM or ( Representative ) for acceptance an asphalt job mix formula . All required testing shall be done by the Contractor and / or Subcontractor . This testing shall be performed by an independent laboratory . Test samples shall be obtained from the distributor tank , nurse tank , holding tank , and / or delivery tank as directed by the Engineer . Samples may be required from all on site lanks . Final payment will not be made until all tests results have been provided to the CITY STATHAM or ( Representative ). The costs of all testing shall be included in the overall bid price . • Any Loop Detectors that are damaged due to pavement preservation operations shall be replaced as per GDOT detail at locations designated by the Engineer , utilizing materials that are listed on the GDOT Qualified Products List ( QPL ). Testing of the loops shall be required . All necessary documentation regarding the loop detectors shall accompany the involce before payment willbe dod in the All costs associated with this work shall be included in the overall bid price . Prior to placement of any surfaces , existing shoulders shall be bladed no lower in elevation than the existing pavement or shoulder . All costs assoclated with this work shall be included in the made . overall bid price . • All existing RPMs shall be removed prior to Resurfacing operations . All costs associated with this work shall be included in the Lump sum traffic control price . The existing striping shall be replaced per SPEC 652 and standard / details for the full length of Resurfacing / Pavement preservation operations . Patching and widening operations , replace striping that is removed or damaged by operation . Temporary centerline and edge lines shall be replaced according to Special Provision Section 150 AND INCLUDED IN TC . Final centerline and edge lines shall be according to the Standard Specification Section 652 . RPM ' s ( Including any Type 10 ' s ) shall be replaced for the full length of pavement preservation operations . TWO RPM ' s will be placed on centerline at 80 foot intervals on all final surfaces , RPMS to be placed on any center turn lanes by striping detail . Thermoplastic pavement markings damaged by pavement preservation operations shall be replaced in kind . Thermoplastic shall be replaceр according to Standard Specification Section 653 . Thermo includes stop bars , arrows / words , crosswalks , hatching , R / R symbols , etc . The contractor is responsible for visiting project site to determine the amount / type of pavement markings needed . All costs for pavement markings and RPM ' s ( all types ) shall be pald for by CLM STRIPING PAY ITEM

Georgia

2026-04-29