Slide Repair

The slide repair on S.R. 27 near L.M. 26.9 and L.M. 27.9, including construction of a concrete Bulb-Tee beam bridge and retaining wall. 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-01.50 Removal Of Structures And Obstructions 1.000 Each 203-01 Road & Drainage Excavation (Unclassified) 19,546.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 12,757.000 Ton 203-03.01 Borrow Excavation (Select Material) 75.000 c.y. 203-06 Water 94.000 m.g. 209-01.31 Temporary Mulch Filter Berm 522.000 c.y. 209-03.21 Filter Sock (12 Inch) 3,086.000 l.f. 209-05 Sediment Removal 378.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 3,832.000 l.f. 209-08.07 Rock Check Dam 37.000 Each 209-08.08 Enhanced Rock Check Dam 14.000 Each 209-09.01 Sandbags 500.000 Bag 209-09.04 Sediment Filter Bag(15' x 10') 5.000 Each 303-01 Mineral Aggregate, Type a Base, Grading d 1,234.000 Ton 303-10.01 Mineral Aggregate (Size 57) 60.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 384.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 352.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 2.000 Ton 402-02 Aggregate For Cover Material (Pc) 24.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 4.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 739.000 l.f. 411-01.10 Acs Mix(Pg64-22) Grading d 332.000 Ton 411-12.03 Scoring For Rumble Stripe (Noncontinuous) (8in Width) 0.500 l.m. 415-01.02 Cold Planing Bituminous Pavement 3,909.000 s.y. 621-03.07 48" Temporary Drainage Pipe 90.000 l.f. 703-01 Portland Cement Concrete Ditch Paving 7.000 c.y. 705-04.09 Earth Pad For Type 38 Gr End Treatment 3.000 Each 705-04.22 Guardrail Delineation Enhancement (Bidirectional) 476.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl-3 1,265.000 l.f. 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 3.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 4.000 Each 706-01 Guardrail Removed 1,569.000 l.f. 707-08.11 High-Visibility Construction Fence 4,530.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 16.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 1,000.000 Ton 709-05.08 Machined Rip-Rap (Class b) 27.000 Ton 709-05.09 Machined Rip-Rap (Class c) 4,792.000 Ton 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 3,600.000 l.f. 712-02.47 Bridge Mounted Interconnected Portable Barrier Rail 125.000 l.f. 712-02.60 Temporary Work Zone Crash Cushion (Mash Tl-3) 4.000 Each 712-04.01 Flexible Drums (Channelizing) 77.000 Each 712-04.50 Barrier Rail Delineator 156.000 Each 712-05.01 Warning Lights (Type a) 77.000 Each 712-06 Signs (Construction) 899.000 s.f. 712-09.02 Removable Pavement Marking (8" Barrier Line) 5,424.000 l.f. 712-09.04 Removable Pavement Marking (Stop Line) 110.000 l.f. 713-16.01 Changeable Message Sign Unit 3.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 28.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 28.000 Each 716-05.02 Painted Pavement Marking (8" Barrier Line) 6,477.000 l.f. 716-08.01 Removal Of Pavement Marking (Line) 560.000 l.f. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 1.600 l.m. 717-01 Mobilization (1) Ls 730-40 Temporary Traffic Signal System 2.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 2,379.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 2,982.000 s.y. 740-11.01 Temporary Sediment Tube 8in 1,620.000 l.f. 740-11.02 Temporary Sediment Tube 12in 8,040.000 l.f. 801-01.07 Temporary Seeding (With Mulch) 5.000 Unit 801-01.41 Hydraulic Erosion Control Product (Hecp) Type 2 3.000 Unit 801-01.43 Hydraulic Erosion Control Product (Hecp) Type 4 3.000 Unit 801-02 Seeding (Without Mulch) 6.000 Unit 801-03 Water (Seeding & Sodding) 2.000 m.g. 203-40.13 Tie-Back Anchors (4-Strand Unclassified) 308.000 l.f. 203-40.14 Tie-Back Anchors (5-Strand Unclassified) 6,274.000 l.f. 204-06.02 Flowable Fill (Excavatable) 207.000 c.y. 204-11 Bridge Excavation (Unclassified) 510.000 c.y. 204-14 Core Drilling For Piles(Rock) 1,795.000 l.f. 204-15 Core Drilling For Piles(Soil) 3,831.000 l.f. 303-01.02 Granular Backfill (Bridges) 72.000 Ton 303-10.01 Mineral Aggregate (Size 57) 554.000 Ton 602-02.01 Structural Steel (Location & Description) (Soldier Piles) 429,000.000 Lb. 602-02.10 Structural Steel (Location & Description) (Installation Of Soldier Piles) (1) Ls 604-02.03 Epoxy Coated Reinforcing Steel 37,238.000 Lb. 604-03.01 Class a Concrete (Bridges) 102.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 61,833.000 Lb. 604-03.04 Pavement @ Bridge Ends 150.000 s.y. 604-03.08 Class a Concrete (Description) (Soldier Pile Footing) 380.000 c.y. 604-03.09 Class d Concrete (Bridge Deck) 116.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 1,776.000 s.y. 604-05.31 Bridge Deck Grooving (Mechanical) 369.000 s.y. 604-09.10 Class a Concrete (Description) (Retaining Walls) 501.000 c.y. 604-15.01 Portland Cement Grout 221.000 c.y. 606-04.03 Steel Piles (14 Inch) 584.000 l.f. 606-24.13 Temporary Sheet Piles (1) Ls 615-01.12 Prestressed Concrete Bulb Tee Beam (6" Web)(Bt-72) 488.000 l.f. 617-02 Bridge Deck Crack Sealing 125.000 l.f. 617-05 Sealant (Description) (Hmwm) 1.000 Gal. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 326.000 l.f. 621-05.02 Temporary Shoring (1) Ls 709-05.06 Machined Rip-Rap (Class a-1) 13.000 Ton 710-09.01 6" Perforated Pipe With Vertical Drain System 128.000 l.f. 710-09.02 6" Pipe Underdrain 16.000 l.f. 740-07.04 Geogrid Reinforcement Type 2 1,062.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 287.000 s.y. 930-08.28 Loading Test (Grouted Anchor) 30.000 Each 930-08.29 Proof Loading Test (Grouted Anchor) 108.000 Each 930-08.30 Extended Creep Loading Test (Grouted Anchor) 2.000 Each

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.