Sledge Road Overflow Bridge Project (Request for Quotation)

Description: Work consists of 3,500 CY Borrow Excavation; 1,669 LF Temporary Silt Fence (w/ Backing); 1,364 TN Mineral Aggregate, Type A Base, Grading D; 48 LF Saw Cutting Asphalt Pavement; 13,640 LB Epoxy Coated Reinforcing Steel; 171 SY Pavement at Bridge Ends; 137 CY Class “X” Concrete (Bridges) f’c=4000 psi; 1,380 LF Steel Pipe Pile (14” dia. X ½ wall thk); 95 LF 18” Pipe Drain (Bridge Drain); 190 LF Bridge Railings (STD-1-1SS); 0.54 LM Plastic Pavement Marking (6” Line).