This project is time sensitive as the intent is to replace the existing Mill Creek bridge with a new structure. The work, in general, will include the following major items of work: 1 EACH – REMOVING STRUCTURE 576 CY – COMMON EXCAVATION 1 LS - EXCAVATION FOR STRUCTURES BRIDGES 546 CY - BORROW 780 TONS – BASE AGGREGATE DENSE 1-1/4-INCH 600 SF – TEMPORARY SHORING 60 LF – RAILING STEEL TYPE W 312.5 LF - CONCRETE BARRIER TEMPORARY PRECAST DELIVERED 625 LF - CONCRETE BARRIER TEMPORARY INSTALLED 68 CY – RIPRAP HEAVY 1,788 SY – TOPSOIL 1 LS – TRAFFIC CONTROL 1 LS – PRECAST CONCRETE ARCH STRUCTURE 1 EACH – TEMPORARY TRAFFIC SIGNALS FOR BRIDGES 1 LS - CONSTRUCTION STAKING STRUCTURE LAYOUT (PROJECT) 1 LS - CONSTRUCTION STAKING SUPPLEMENTAL CONTROL (PROJECT) 316 LF - SAWING ASPHALT
