Specifications include, but are not limited to: for constructing the Bridge Replacement on CR-9 over Barnesville Creek west of Hamilton. Length 0.022 mi. 60 Working Days The Bracket Estimate on this project is from $499,739 to $610,792. 201A002 1 LS Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately 1 Acre) 206A000 1 LS Removal Of Old Bridge, Station 10+09.00 210A000 450 CUYD Unclassified Excavation 210D021 250 CUYD Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 430B003 22 Ton Aggregate Surfacing (ALDOT #57) 502A000 284 LB Steel Reinforcement 505G003 24 Each Pile Points (Type A, 12") 505G004 10 Each Pile Points (Type A, 14") 505M002 1,076 LF Steel Piling Furnished And Driven (HP 12x53) 505M012 645 LF Steel Piling Furnished And Driven (HP 14 x 89) 507A000 2 Each Wire Rope Abutment Anchor Assembly 510A007 24 CUYD Bridge Substructure Concrete 511A000 40 Each Elastomeric Bearing Type 1 512A008 2 Each Precast Concrete Abutment Caps, 2'-0" Wide By 1'-7" Deep By 28'-0" Long 512B003 2 Each Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 1'-7" Deep By 27'-6" Long 512C017 15 Each Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 512C025 6 Each Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 512D025 2 Each Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 512D030 4 Each Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 512E001 16 Each Precast Concrete Abutment Panels, Type A2 512F001 8 Each Precast Concrete Wing Panels, Type W2 512G000 4 Each Precast Concrete Abutment Wing Cap Panels