Roadway Items Mobilization 1.00 Lump Sum Clearing and Grubbing 1.00 Lump Sum Removal of Obstructions 1.00 Lump Sum Removal of Bridge @ Station 21+34.44 1.00 Unit Unclassified Excavation (F.M.) 108.00 Cu. Yd. Borrow Excavation (F.M.E.) (Contractor Furnished) (Class 9) 431.00 Cu. Yd. Guard Rail, “W” Beam, Complete-in-Place 75.00 Lin. Ft. Guard Rail, Bridge End Section, Type “I”, Thrie Beam 4.00 Each Guard Rail, Terminal End Section 4.00 Each Crushed Stone (Size 825) 382.00 Ton Roadway Construction Surveying 1.00 Lump Sum Right-of-Way Markers (Type II) 4.00 Each Maintenance of Traffic 1.00 Lump Sum Additional Construction Signs 0.00 Sq. Ft. Reflectorized Traffic Warning Sign (Encapsulated Lens) 2.00 Each Reflectorized Traffic Object Marker (Encapsulated Lens) (Type 3) 4.00 Each Reflectorized Traffic Delineator Sign (Encapsulated Lens) 18.00 Each Geotextile Under Bridge End Treatments, Type V, Non-Woven (AOS <0.43) 109.00 Sq. Yd. Erosion Control Items Agricultural Limestone 1.02 Ton Commercial Fertilizer (13:13:13) 0.51 Ton Seeding 0.51 Acre Vegetative Materials for Mulch 1.02 Ton Solid Sodding 100.00 Sq. Yd. Temporary Silt Fence (Type II) (AOS – 0.15-0.84) 706.00 Lin. Ft. Wattles, 20” 100.00 Lin. Ft. Bridge Items Test Pile 2.00 Each Conventional Static Pile Load Test 0.00 Each 14” Prestressed Concrete Piling 450.00 Lin. Ft. 18” Pre-Formed Pile Holes 200.00 Lin. Ft. 31’ Precast Concrete Slab Unit, 3.5’ Interior, 30° Skew, Rt Fwd. 18.00 Each 31’ Precast Concrete Slab Unit, 3.5’ Exterior, 30° Skew, Rt Fwd. 6.00 Each Precast Concrete Barrier Rail 186.00 Lin. Ft. 36.0’ Precast Concrete Cap, Intermediate Unit, Concrete Pile, 30° Skew, Rt Fwd 2.00 Each 36.0’ Precast Concrete Cap, End Unit, Concrete Pile, 30° Skew, Rt Fwd. 2.00 Each
