Grading, Drainage, Construction of a Concrete Box Bridge, Signals and Paving on Proposed S.R. 462 from U.S. 127N (S.R. 28) (L.M. 3.10) to S.R. 298 (Genesis Road) (L.M. 4.63) in Crossville

105-01 Construction Stakes, Lines and Grades (1) Ls 109-10.01 Trainee 5,020.000 Hour 201-01 Clearing and Grubbing (1) Ls 202-01 Removal of Structures and Obstructions (1) Ls 202-02.21 Removal of Pipe (Description) (8") 38.000 L.f. 202-02.22 Removal of Pipe (Description) (10") 56.000 L.f. 202-02.23 Removal of Pipe (Description) (12") 602.000 L.f. 202-02.24 Removal of Pipe (Description) (15") 978.000 L.f. 202-02.25 Removal of Pipe (Description) (18") 554.000 L.f. 202-02.26 Removal of Pipe (Description) (24") 512.000 L.f. 202-02.27 Removal of Pipe (Description) (30") 186.000 L.f. 202-02.28 Removal of Pipe (Description) (36") 1,408.000 L.f. 202-02.29 Removal of Pipe (Description) (72") 66.000 L.f. 202-02.30 Removal of Pipe (Description) (58" X 36") 59.000 L.f. 202-03 Removal of Rigid Pavement, Sidewalk, Etc. 1,165.000 S.y. 202-08.10 Removal of Curb (Description) (Concrete) 3,600.000 L.f. 202-08.15 Removal of Curb and Gutter (Description)(Concrete)76.000 L.f. 203-01 Road & Drainage Excavation (Unclassified) 39,340.000 C.y. 203-03 Borrow Excavation (Unclassified) 32,298.000 C.y. 203-03.01 Borrow Excavation (Select Material) 13,365.000 C.y. 203-04 Placing and Spreading Topsoil 7,300.000 C.y. 203-05 Undercutting 13,005.000 C.y. 203-06 Water 670.000 M.g. 203-08 Channel Excavation (Unclassified) 981.000 C.y. 204-08 Foundation Fill Material 221.000 C.y. 204-08.01 Backfill Material (Flowable Fill) 190.000 C.y. 209-05 Sediment Removal 545.000 C.y. 209-08.02 Temporary Silt Fence (With Backing) 17,400.000 L.f. 209-08.03 Temporary Silt Fence (Without Backing) 3,000.000 L.f. 209-08.07 Rock Check Dam 26.000 Each 209-08.08 Enhanced Rock Check Dam 29.000 Each 209-08.09 Filter Sock Check Dam 80.000 Each 209-09.03 Sediment Filter Bag (15' X 15') 12.000 Each 209-09.43 Curb Inlet Protection (Type 4) 117.000 Each 209-40.33 Catch Basin Protection (Type D) 24.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 19.000 Each 209-40.42 Catch Basin Filter Assembly(Type 2) 12.000 Each 209-40.43 Catch Basin Filter Assembly(Type 3) 20.000 Each 209-40.44 Catch Basin Filter Assembly(Type 4) 5.000 Each 209-40.45 Catch Basin Filter Assembly(Type 5) 17.000 Each 209-40.46 Catch Basin Filter Assembly(Type 6) 37.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 14.000 Each 209-40.48 Catch Basin Filter Assembly(Type 8) 3.000 Each 209-65.01 Temporary Stream Diversion (Description)(by-pass Pumping)(1) Ls 209-65.04 Temporary in Stream Diversion 875.000 L.f. 303-01 Mineral Aggregate, Type a Base, Grading D 11,080.000 Ton 303-01.01 Granular Backfill (Roadway) 2,990.000 Ton 303-01.02 Granular Backfill (Bridges) 2,209.000 Ton 303-10.01 Mineral Aggregate (Size 57) 1,000.000 Ton 303-10.03 Mineral Aggregate (Size 68) 234.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm) Grading a 2,136.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm) Grading B-m2 1,125.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-hm) Gr. A-s 8,469.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm) Grading a 10,821.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm) Grading B-m2 7,089.000 Ton 402-01 Bituminous Material for Prime Coat (Pc) 104.000 Ton 402-02 Aggregate for Cover Material (Pc) 334.000 Ton 403-01 Bituminous Material for Tack Coat (Tc) 68.000 Ton 407-02.13 Removal & Disposal of Existing Asphalt Pavement 19,600.000 S.y. 407-20.05 Saw Cutting Asphalt Pavement 7,400.000 L.f. 411-01.10 Acs Mix(Pg64-22) Grading D 1,716.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading D 4,156.000 Ton 415-01.02 Cold Planing Bituminous Pavement 3,370.000 S.y. 502-04.01 Sawing Concrete Pavement (Full Depth) 270.000 L.f. 604-01.01 Class a Concrete (Roadway) 458.000 C.y. 604-01.02 Steel Bar Reinforcement (Roadway) 99,830.000 Lb. 604-07.30 Retaining Wall (Description) (Remove Andreplace)40.000 L.f. 607-02.02 15" Concrete Pipe Culvert(Class Iii) 30.000 L.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 7,487.000 L.f. 607-03.05 18" Concrete Pipe Culvert(Class Iv)jackedin-place57.000 L.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,282.000 L.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 994.000 L.f. 607-06.03 30" Concrete Pipe Culvert (Class Iv) 52.000 L.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 654.000 L.f. 607-08.03 42" Concrete Pipe Culvert (Class Iv) 65.000 L.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 84.000 L.f. 607-09.03 48" Concrete Pipe Culvert (Class Iv) 421.000 L.f. 607-10.03 54" Concrete Pipe Culvert (Class Iv) 611.000 L.f. 607-10.05 54" Concrete Pipe Culvert(Class Iv)jackedin-place 134.000 L.f. 607-16.02 30"X 19" Horizontal Oval Concrete Pipe Culvert 63.000 L.f. 607-16.06 45"X 29" Horizontal Oval Concrete Pipe Culvert 156.000 L.f. 607-16.09 60"X 38" Horizontal Oval Concrete Pipe Culvert 11.000 L.f. 607-16.10 68"X 43" Horizontal Oval Concrete Pipe Culvert 64.000 L.f. 607-16.11 76"X 48" Horizontal Oval Concrete Pipe Culvert 21.000 L.f. 607-39.01 15" Pipe Culvert (Side Drain) 20.000 L.f. 607-39.02 18" Pipe Culvert (Side Drain) 171.000 L.f. 607-39.03 24" Pipe Culvert (Side Drain) 104.000 L.f. 607-65.66 30" Minimum Id Pipe to Slip Line 36" Pipe 84.000 L.f. 610-11.03 Plastic Pipe Drains (8") 72.000 L.f. 611-01.02 Manholes, > 4' - 8' Depth 2.000 Each 611-01.03 Manholes, > 8' - 12' Depth 1.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-01.05 Manholes, > 16' - 20' Depth 1.000 Each 611-02.01 Spring Drain Box, Type 1 1.000 Each 611-02.11 Junction Box, Type 2 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 72.000 C.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 1,800.000 Lb. 611-07.30 15in Endwall (Side Drain) 2.000 Each 611-07.31 18in Endwall (Side Drain) 7.000 Each 611-07.32 24in Endwall (Side Drain) 5.000 Each 611-07.54 18in Endwall (Cross Drain) 3:1 1.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 1.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 1.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 1.000 Each 611-07.61 30in Endwall (Cross Drain) 4:1 1.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 1.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 18.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 51.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 6.000 Each 611-12.04 Catch Basins, Type 12, > 12' - 16' Depth 8.000 Each 611-12.05 Catch Basins, Type 12, > 16' - 20' Depth 4.000 Each 611-14.01 Catch Basins, Type 14, 0' - 4' Depth 1.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 23.000 Each 611-14.03 Catch Basins, Type 14, > 8' - 12' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 13.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 2.000 Each 611-43.02 Catch Basins, Type 43, > 4' - 8' Depth 3.000 Each 621-03.01 15" Temporary Drainage Pipe 30.000 L.f. 621-03.06 42" Temporary Drainage Pipe 50.000 L.f. 621-03.11 72" Temporary Drainage Pipe 30.000 L.f. 621-03.12 Temporary Drainage Pipe Arch (Description)(58"X36")35.000 L.f. 701-01.01 Concrete Sidewalk (4 ") 78,570.000 S.f. 701-02 Concrete Driveway 6,000.000 S.f. 701-02.02 Concrete Driveway (8") 7,762.000 S.f. 701-02.03 Concrete Curb Ramp 3,370.000 S.f. 701-03 Concrete Median Pavement 20.000 C.y. 702-01 Concrete Curb 42.000 C.y. 702-03 Concrete Combined Curb & Gutter 1,305.000 C.y. 703-02 Cement Concrete Ditch Paving (Reinforced) 10.000 C.y. 705-05.26 Panel Delineator (W/reflective Hazardmarker)18.000 Each 705-20.20 Low Maint Crash Cushn Narrow (Mash Tl-3) 24.000 Each 706-01 Guardrail Removed 150.000 L.f. 707-01.11 Chain Link Fence (6 Foot) 420.000 L.f. 707-01.12 End & Corner Post Assembly(Chain-link Fence 6') 2.000 Each 707-03.01 Stock Fence 725.000 L.f. 707-03.02 End, Braced Line, Corner Post Assembly(Stock Fence) 2.000 Each 707-03.03 Stock Fence Gate (Description) (20 Ft Wide) 1.000 Each 707-06.01 Removal of Fence (Description) (Chain Link And Stock) 1,170.000 L.f. 707-08.11 High-visibility Construction Fence 6,650.000 L.f. 708-02.01 Markers (Concrete R.o.w. Posts) 83.000 Each 709-05.05 Machined Rip-rap (Class a-3) 200.000 Ton 709-05.06 Machined Rip-rap (Class a-1) 350.000 Ton 709-05.08 Machined Rip-rap (Class B) 805.000 Ton 709-05.09 Machined Rip-rap (Class C) 470.000 Ton 710-02 Aggregate Underdrains (With Pipe) 15,480.000 L.f. 710-09.06 6" Perforated Pipe With Stone 152.000 L.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 3,500.000 L.f. 712-02.36 Remove and Relocate Portable Barrier Rail 3,082.000 L.f. 712-04.01 Flexible Drums (Channelizing) 495.000 Each 712-04.50 Barrier Rail Delineator 355.000 Each 712-05.01 Warning Lights (Type a) 151.000 Each 712-06 Signs (Construction) 968.000 S.f. 712-07.03 Temporary Barricades (Type Iii) 416.000 L.f. 712-08.03 Arrow Board (Type C) 1.000 Each 712-09.02 Removable Pavement Marking (8" Barrierline)755.000 L.f. 712-09.05 Removable Pavement Marking (Arrow) 2.000 Each 713-01.01 Class a Concrete (Foundation for Sign Supports) 9.000 C.y. 713-01.02 Steel Bar Reinforcement(Foundation for Sign Supports) 1,750.000 Lb. 713-11.01 "U" Section Steel Posts 540.000 Lb. 713-11.02 Perforated/knockout Square Tube Post 1,880.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 479.000 S.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 27.000 S.f. 713-14.21 Street Name Sign (Rigid 0.100in Thick 116.000 S.f. 713-15 Removal of Signs, Posts and Footings (1) Ls 713-15.02 Removal & Relocation of Sign & Support 27.000 Each 713-15.07 Suspended Flat Sheet Aluminum Sign (0.080"Thick)9.000 Each 716-01.05 Temporary Raised Pavement Marker 280.000 Each 716-01.21 Snowplowable Raised Pavement Markers(Bi-dir) (1 Color)235.000 Each 716-01.22 Snowplowable Raised Pavment Markers(Mono-dir)(1 Color)270.000 Each 716-02.05 Plastic Pavement Marking (Stop Line) 963.000 L.f. 716-02.06 Plastic Pavement Marking (Turn Lanearrow)32.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 2,470.000 L.f. 716-02.09 Plastic Pavement Marking (Longitudinalcross-walk)765.000 L.f. 716-02.11 Plastic Pavement Marking (6" Dotted Line) 100.000 L.f. 716-02.12 Plastic Pavement Marking (8in Line) 0.600 L.m. 716-03.01 Plastic Word Pavement Marking (Only) 7.000 Each 716-04.01 Plastic Pavement Marking (Straight-turnarrow)3.000 Each 716-04.02 Plastic Pavement Marking(Double Turningarrow)5.000 Each 716-04.05 Plastic Pavement Marking (Straight Arrow) 5.000 Each 716-04.12 Plastic Pavement Marking (Yield Line) 72.000 S.f. 716-04.13 Plastic Pavement Marking (Bikelane Symbol & Arrow) 21.000 Each 716-04.15 Plastic Pavement Marking-bike Symbol/arrow Shared 2.000 Each 716-05.02 Painted Pavement Marking (8" Barrier Line) 28,750.000 L.f. 716-05.20 Painted Pavement Marking (6" Line) 9.300 L.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 12.000 L.m. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 400.000 L.f. 717-01 Mobilization (1) Ls 730-01.02 Removal of Signal Equipment 2.000 Each 730-01.03 Modification of Existing Traffic Signal Equipment 1.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 13.000 Each 730-02.17 Signal Head Assembly (150 A2h With Backplate) 4.000 Each 730-02.30 Signal Head Assembly (Description) (130 A3 With Backplate) 6.000 Each 730-02.31 Signal Head Assembly (Description) (140 A1 With Backplate) 4.000 Each 730-03.21 Install Pull Box (Type B) 14.000 Each 730-05.01 Electrical Service Connection 2.000 Each 730-08.02 Signal Cable - 5 Conductor 4,680.000 L.f. 730-08.03 Signal Cable - 7 Conductor 3,975.000 L.f. 730-08.04 Signal Cable - 9 Conductor 150.000 L.f. 730-12.02 Conduit 2" Diameter (Pvc) 380.000 L.f. 730-12.03 Conduit 3" Diameter (Pvc) 60.000 L.f. 730-12.13 Conduit 2" Diameter (Jack and Bore) 2,130.000 L.f. 730-13.07 Vehicle Detector (Siren Activated Prioritycontrol)8.000 Each 730-13.13 Vehicle Detector (Radar) 12.000 Each 730-15.32 Cabinet (Eight Phase Base Mounted) 2.000 Each 730-16.04 Controller (Atc) 2.000 Each 730-23.30 Pedestal Pole (Description) (10' Pedestrian Pole) 6.000 Each 730-23.96 Cantilever Signal Support (Description) (1 Arm @ 55') 1.000 Each 730-23.97 Cantilever Signal Support (Description) (1 Arm @ 65') 2.000 Each 730-23.98 Cantilever Signal Support (Description) (2 @ 55' & 50') 1.000 Each 730-23.99 Cantilever Signal Support (Description) (2 @ 65' & 55') 1.000 Each 730-24.41 Cantilever Signal Support (Description) (1 Arm @ 60') 2.000 Each 730-24.42 Cantilever Signal Support (Description) (1 Arm @ 50') 2.000 Each 730-26.11 Countdown Ped Sgnl Head W/audible Push Button & 15in Sign 10.000 Each 730-35.06 Battery Back-up and Power Conditioner 2.000 Each 730-40 Temporary Traffic Signal System 1.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 2,290.000 S.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 17,400.000 S.y. 740-11.02 Temporary Sediment Tube 12in 12,300.000 L.f. 797-08.09 8in Clean Out Assembly 1.000 Each 801-01.07 Temporary Seeding (With Mulch) 455.000 Unit 801-01.36 Special Wetland Seed Mixture 15.000 Unit 801-01.37 Natve Seed Mx Encapsulation & Clear Zone 290.000 Unit 801-01.38 Natve Seed Mx Final Stablizatn of Slopes 165.000 Unit 801-02.15 Fertilizer 1.000 Ton 801-03 Water (Seeding & Sodding) 47.000 M.g. 803-01 Sodding (New Sod) 4,600.000 S.y. 805-12.01 Erosion Control Blanket (Type I) 14,250.000 S.y. 805-12.02 Erosion Control Blanket (Type Ii) 440.000 S.y. 806-02.03 Project Mowing 6.000 Cycl 604-02.01 Class a Concrete (Box Bridges) 385.000 C.y 604-02.02 Steel Bar Reinforcement (Box Bridges) 76,744.000 Lb. 795-01.07 10in Dip Restrained Joint Water Line 130.000 L.f. 795-01.13 16in Dip Restrained Joint Water Line 6,700.000 L.f. 795-03.05 6in Pvc Water Line 1,680.000 L.f. 795-06.04 Connect to 6in Water Line 7.000 Each 795-06.06 Connect to 10in Water Line 1.000 Each 795-06.08 Connect to 14in Water Line 1.000 Each 795-06.09 Connect to 16in Water Line 10.000 Each 795-06.39 Cut and Cap 16in Water Line 1.000 Each 795-07.17 16in X 6in Tapping Sleeve and Valve 1.000 Each 795-08.04 6in Gate Valve Assembly 16.000 Each 795-08.06 10in Gate Valve Assembly 2.000 Each 795-08.13 16in Butterfly Valve Assembly 8.000 Each 795-09.09 Relocate/reconnect Service Assembly 10.000 Each 795-10.05 2in Auto Air Release Valve Assembly 3.000 Each 795-11.02 Fire Hydrant Assembly 16.000 Each 795-11.10 Fire Hydrant Riser 2.000 V.f. 795-12.02 Removal of Existing Line (1) Ls 795-13.01 Di Fittings 50,000.000 Lb. 795-14.05 Concrete Encasement 20.000 L.f. 795-15.02 12in Steel Casing Pipe Open Cut Method 780.000 L.f. 795-15.04 18in Steel Casing Pipe Open Cut Method 92.000 L.f. 795-15.07 24in Steel Casing Pipe Open Cut Method 354.000 L.f. 795-21.02 Retire Water Valves and Hydrants (1) Ls 797-03.06 4in Pvc Force Main 7,500.000 L.f. 797-03.07 8in Pvc Force Main 185.000 L.f. 797-05.52 8in Pvc Gravity Sewer 6ft-12ft Depth 210.000 L.f. 797-05.55 10in Pvc Gravity Sewer 0ft-6ft Depth 220.000 L.f. 797-05.56 10in Pvc Gravity Sewer 6ft-12ft Depth 80.000 L.f. 797-05.60 12in Pvc Gravity Sewer 6ft-12ft Depth 1,235.000 L.f. 797-05.68 18in Pvc Gravity Sewer 6ft-12ft Depth 475.000 L.f. 797-06.62 Bore/jack 12in Steel Casing Pipe-uncon. 80.000 L.f. 797-06.64 Bore/jack 16in Steel Casing Pipe-uncon. 265.000 L.f. 797-06.66 Bore/jack 20in Steel Casing Pipe-uncon. 125.000 L.f. 797-06.89 Open Cut 12in Steel Casing Pipe 1,020.000 L.f. 797-06.91 Open Cut 18in Steel Casing Pipe 80.000 L.f. 797-06.92 Open Cut 20in Steel Casing Pipe 365.000 L.f. 797-07.02 48in Manhole 4ft-6ft Depth 2.000 Each 797-07.03 48in Manhole 6ft-8ft Depth 8.000 Each 797-07.04 48in Manhole 8ft-10ft Depth 5.000 Each 797-07.05 48in Manhole 10ft-12ft Depth 1.000 Each 797-07.80 Remove Sewer Manhole 12.000 Each 797-08.01 Di Fittings 6,000.000 Lb. 797-08.20 Connect Service Lines (All Sizes) 3.000 Each 797-09.04 2in Pvc Ball Valve 3.000 Each 797-09.06 4in Plug Valve Assembly 12.000 Each 797-09.19 1in Combo Air Release Valve Assembly 4.000 Each 797-10.05 Connect 4in Lateral to Sewer Line 1.000 Each 797-10.09 Connect Ex. 8in Sewer to New Manhole 1.000 Each 797-10.10 Connect Ex.10-18in Sewer to New Manhole 2.000 Each 797-10.14 Connect to 2in Force Main 1.000 Each 797-10.16 Connect to 4in Force Main 7.000 Each 797-10.18 Connect to 8in Force Main 2.000 Each 797-10.26 Connect Pump Station to Force Main 2.000 Each 797-11.34 Remove Existing Sewer <8in 5,450.000 L.f. 797-11.35 Remove Existing Sewer 8in-14in 2,020.000 L.f. 797-11.36 Remove Existing Sewer 15in-24in 250.000 L.f. 797-11.38 by-pass Pumping (1) Ls 797-40.01 Concrete Encasement 180.000 L.f. 303-01 Mineral Aggregate, Type a Base, Grading D 35,374.000 Ton 303-01 Mineral Aggregate, Type a Base, Grading D 14,149.000 Ton 309-01.01 Mineral Aggregate (a-cbc) 16,951.000 Ton 309-01.02 Portland Cement (a-cbc) 654.000 Ton 309-02 Bituminous Material (a-cbc) 54.000 Ton

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Grading, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Fences and Gates, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Roadway Signaling and Control Equipment, Traffic Signals, Bridges.