Improvements on U.S. 41A (S.R. 112) at the intersection of S.R. 76 and from S.R. 76 to near Denny Road

Improvements on U.S. 41a (S.R. 112) at the Intersection of S.R. 76 and from S.R. 76 to Near Denny Road, Plus the Addition of Turn Lanes on U.S. 41bp (S.R. 76) at Denny Road and Rotary Park Drive in Clarksville. 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-01 Removal Of Structures And Obstructions (1) Ls 202-03.01 Removal Of Asphalt Pavement 5,195.000 S.Y. 203-01 Road & Drainage Excavation (Unclassified) 28,061.000 C.Y. 203-02.01 Borrow Excavation (Graded Solid Rock) 16,242.000 Ton 203-03 Borrow Excavation (Unclassified) 10,124.000 C.Y. 203-04 Placing And Spreading Topsoil 1,959.000 C.Y. 203-05 Undercutting 4,075.000 C.Y. 203-06 Water 1,162.000 M.G. 204-08.01 Backfill Material (Flowable Fill) 10.000 C.Y. 208-01.05 Brooming & Degrassing Shoulders 1.000 L.M. 209-02.07 18" Temporary Slope Drain 292.000 L.F. 209-03.21 Filter Sock (12 Inch) 1,065.000 L.F. 209-03.22 Filter Sock (18 Inch) 500.000 L.F. 209-05 Sediment Removal 779.000 C.Y. 209-08.02 Temporary Silt Fence (With Backing) 5,449.000 L.F 209-08.03 Temporary Silt Fence (Without Backing) 8,158.000 L.F. 209-08.07 Rock Check Dam 83.000 Each 209-08.08 Enhanced Rock Check Dam 40.000 Each 209-08.09 Filter Sock Check Dam 15.000 Each 209-09.43 Curb Inlet Protection (Type 4) 64.000 Each 209-40.30 Catch Basin Protection (Type A) 5.000 Each 209-40.33 Catch Basin Protection (Type D) 8.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 3.000 Each 209-40.42 Catch Basin Filter Assembly(Type 2) 9.000 Each 209-40.43 Catch Basin Filter Assembly(Type 3) 1.000 Each 209-40.44 Catch Basin Filter Assembly(Type 4) 2.000 Each 209-40.45 Catch Basin Filter Assembly(Type 5) 4.000 Each 209-40.46 Catch Basin Filter Assembly(Type 6) 34.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 16.000 Each 209-40.48 Catch Basin Filter Assembly(Type 8) 2.000 Each 303-01 Mineral Aggregate, Type A Base, Grading D 27,814.000 Ton 303-01.08 Mineral Aggregate, Type A Base,Grading D Gravel 22.000 Ton 303-10.01 Mineral Aggregate (Size 57) 416.000 Ton 306-01.01 Portland Cement Concrete Base (Plain) 6" 803.000 S.Y. 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading A 1,845.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading B-M2 1,999.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. A-S 1,103.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading A 3,778.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading B-M2 4,428.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 65.000 Ton 402-02 Aggregate For Cover Material (Pc) 250.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 45.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 445.000 L.F. 411-01.07 Acs Mix (Pg64-22) Grading E Shoulder 296.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading D 1,250.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading D 3,366.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 0.400 L.M. 411-12.03 Scoring For Rumble Stripe (Noncontinuous) (8in Width) 0.460 L.M. 415-01.01 Cold Planing Bituminous Pavement 2,408.000 Ton 415-01.02 Cold Planing Bituminous Pavement 3,249.000 S.Y. 604-01.20 Box Tube Safety Rail 238.000 L.F. 604-07.01 Retaining Wall (Description) (Wall 1) 1,435.000 S.F. 604-07.02 Retaining Wall (Description) (Access Roads) 4,555.000 S.F. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 3,301.000 L.F. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,819.000 L.F. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 307.000 L.F. 607-09.30 48" Pipe Culvert 165.000 L.F. 607-39.02 18" Pipe Culvert (Side Drain) 243.000 L.F. 607-39.03 24" Pipe Culvert (Side Drain) 132.000 L.F. 610-11.03 Plastic Pipe Drains (8") 28.000 L.F. 611-02.11 Junction Box, Type 2 1.000 Each 611-07.01 Class A Concrete (Pipe Endwalls) 5.000 C.Y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 316.000 Lb. 611-07.31 18in Endwall (Side Drain) 1.000 Each 611-07.32 24in Endwall (Side Drain) 1.000 Each 611-07.54 18in Endwall (Cross Drain) 3:1 6.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 5.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 1.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 1.000 Each 611-10.02 Catch Basins, Type 10, > 4' - 8' Depth 1.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 14.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 18.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 1.000 Each 611-14.01 Catch Basins, Type 14, 0' - 4' Depth 1.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 13.000 Each 611-14.03 Catch Basins, Type 14, > 8' - 12' Depth 6.000 Each 611-25.01 Catch Basins, Type 25, 0' - 4' Depth 1.000 Each 611-26.02 Catch Basins, Type 26, > 4' - 8' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 2.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 5.000 Each 611-42.03 Catch Basins, Type 42, > 8' - 12' Depth 1.000 Each 611-42.04 Catch Basins, Type 42, > 12' - 16' Depth 1.000 Each 611-43.01 Catch Basins, Type 43, 0' - 4' Depth 1.000 Each 611-43.02 Catch Basins, Type 43, > 4' - 8' Depth 1.000 Each 620-05 Concrete Parapet With Structural Tubing 388.000 L.F. 621-03.02 18" Temporary Drainage Pipe 385.000 L.F. 701-01.01 Concrete Sidewalk (4 ") 29,929.000 S.F. 701-02 Concrete Driveway 12,413.000 S.F. 701-02.02 Concrete Driveway (8") 646.000 S.F. 701-02.03 Concrete Curb Ramp 3,775.000 S.F. 702-01 Concrete Curb 186.000 C.Y. 702-03 Concrete Combined Curb & Gutter 953.000 C.Y. 703-01 Portland Cement Concrete Ditch Paving 22.000 C.Y. 705-02.02 Single Guardrail (Type 2) 1,810.000 L.F. 705-04.05 Guardrail Terminal (Type-In-Line) 5.000 Each 705-04.09 Earth Pad For Type 38 Gr End Treatment 2.000 Each 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 1.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 2.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 4.000 Each 707-08.11 High-Visibility Construction Fence 529.000 L.F. 708-02.01 Markers (Concrete R.O.W. Posts) 5.000 Each 709-05.05 Machined Rip-Rap (Class A-3) 1,166.000 Ton 709-05.06 Machined Rip-Rap (Class A-1) 1,164.000 Ton 709-05.08 Machined Rip-Rap (Class B) 226.000 Ton 709-05.09 Machined Rip-Rap (Class C) 157.000 Ton 710-02 Aggregate Underdrains (With Pipe) 8,661.000 L.F. 710-05 Lateral Underdrain 1,808.000 L.F. 710-06.11 Lateral Underdrain Endwall (2:1) 1.000 Each 710-06.12 Lateral Underdrain Endwall (3:1) 1.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 36.000 Each 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 1,948.000 L.F. 712-04.01 Flexible Drums (Channelizing) 467.000 Each 712-05.01 Warning Lights (Type A) 34.000 Each 712-05.03 Warning Lights (Type C) 290.000 Each 712-06 Signs (Construction) 712.000 S.F. 712-07.03 Temporary Barricades (Type Iii) 396.000 L.F. 712-08.03 Arrow Board (Type C) 5.000 Each 712-09.01 Removable Pavement Marking Line 2,000.000 L.F. 713-02.26 Concrete Barrier/Parapet Delineator 20.000 Each 713-11.01 "U" Section Steel Posts 298.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 375.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 120.000 S.F. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 157.000 S.F. 713-14.21 Street Name Sign (Rigid 0.100in Thick 84.000 S.F. 713-14.22 Street Name Sign (Suspended 0.100in Thick) 114.000 S.F. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.07 Suspended Flat Sheet Aluminum Sign (0.080" Thick) 24.000 Each 713-16.01 Changeable Message Sign Unit 4.000 Each 713-16.02 Truck Mounted Impact Attenuator (W/Flashing Arrow Board) 4.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 256.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 273.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 110.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 2,160.000 S.Y. 716-02.05 Plastic Pavement Marking (Stop Line) 1,027.000 L.F. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 66.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 855.000 L.F. 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 1,357.000 L.F. 716-02.11 Plastic Pavement Marking (6" Dotted Line) 3,894.000 L.F. 716-03.01 Plastic Word Pavement Marking (Only) 4.000 Each 716-04.01 Plastic Pavement Marking (Straight-Turn Arrow) 3.000 Each 716-04.13 Plastic Pavement Marking (Bikelane Symbol & Arrow) 1.000 Each 716-05.01 Painted Pavement Marking (4" Line) 7.600 L.M. 716-05.05 Painted Pavement Marking (Stop Line) 972.000 L.F. 716-05.20 Painted Pavement Marking (6" Line) 9.600 L.M. 716-08.01 Removal Of Pavement Marking (Line) 22,466.000 L.F. 716-08.05 Removal Of Pavement Marking (Stop Line) 255.000 L.F. 716-08.06 Removal Of Pavement Marking (Turn Lane Arrow) 22.000 Each 716-08.07 Removal Of Pavement Marking (Straightturn Arrow) 5.000 Each 716-08.11 Removal Of Word Pavement Marking (Description) (Straight Arrow) 21.000 Each 716-08.12 Removal Of Word Pavement Marking (Description) (Bikelane Symbol & Arrow) 1.000 Each 716-09.72 Wet Reflective Pavememt Marking (4"Line) 0.150 L.M. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 6.090 L.M. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 2.000 L.M. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 0.660 L.M. 716-13.04 Spray Thermo Pvmt Mrkng (60 Mil) (4in Dotted Line) 40.000 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 6.000 Each 730-02.08 Signal Head Assembly (130 Pole Mounted) 4.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 29.000 Each 730-02.17 Signal Head Assembly (150 A2h With Backplate) 10.000 Each 730-02.30 Signal Head Assembly (Description) (130a3 With Backplate) 24.000 Each 730-02.31 Signal Head Assembly (Description) (140a1 With Backplate) 2.000 Each 730-03.20 Install Pull Box (Type A) 14.000 Each 730-03.21 Install Pull Box (Type B) 42.000 Each 730-05.01 Electrical Service Connection 3.000 Each 730-08.02 Signal Cable - 5 Conductor 10,386.000 L.F. 730-08.03 Signal Cable - 7 Conductor 11,674.000 L.F. 730-08.04 Signal Cable - 9 Conductor 5,231.000 L.F. 730-09.20 Span Wire Assembly 1,332.000 L.F. 730-10.01 Tether Wire Assembly - 1/4" Diameter 1,332.000 L.F. 730-12.01 Conduit 1" Diameter (Pvc) 3,891.000 L.F. 730-12.02 Conduit 2" Diameter (Pvc) 1,491.000 L.F. 730-12.03 Conduit 3" Diameter (Pvc) 216.000 L.F. 730-12.16 Conduit (Description) (2"C - Schedule 80) 1,558.000 L.F. 730-12.17 Conduit (Description) (3" C - Schedule 80) 288.000 L.F. 730-13.03 Vehicle Detector (4 - Channel, Rack Mount) 5.000 Each 730-13.08 Vehicle Detector (Description) (Video Detection) 12.000 Each 730-13.09 Vehicle Detector (Description) (Emergency Preemption) 12.000 Each 730-14.01 Shielded Detector Cable 7,404.000 L.F. 730-14.02 Saw Slot 1,427.000 L.F. 730-14.03 Loop Wire 4,904.000 L.F. 730-15.32 Cabinet (Eight Phase Base Mounted) 3.000 Each 730-16.04 Controller (Atc) 3.000 Each 730-18.01 Master Controller 2.000 Each 730-23.01 Steel Strain Pole (Signal Support) 8.000 Each 730-23.30 Pedestal Pole (Description) (10' - Pedestrian) 40.000 Each 730-23.36 Cantilever Signal Support (Description) (1 Arm @ 48') 1.000 Each 730-23.37 Cantilever Signal Support (Description) (1 Arm @ 60') 1.000 Each 730-23.38 Cantilever Signal Support (Description) (1 Arm @ 78') 1.000 Each 730-23.88 Cantilever Signal Support (1 Arm @ 45') 1.000 Each 730-26.11 Countdown Ped Sgnl Head W/Audible Push Button & 15in Sign 72.000 Each 730-35.06 Battery Back-Up And Power Conditioner 2.000 Each 730-40 Temporary Traffic Signal System 2.000 Each 740-06.01 Geomembrane 367.000 S.Y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 3,792.000 S.Y. 740-10.04 Geotextile (Type Iv)(Stabilization) 10,255.000 S.Y. 740-11.02 Temporary Sediment Tube 12in 250.000 L.F. 740-11.03 Temporary Sediment Tube 18in 6,132.000 L.F. 801-01 Seeding (With Mulch) 1.000 Unit 801-01.02 Crown Vetch Mixture (With Mulch) 59.000 Unit 801-01.07 Temporary Seeding (With Mulch) 268.000 Unit 801-02 Seeding (Without Mulch) 1.000 Unit 801-02.15 Fertilizer 3.000 Ton 801-03 Water (Seeding & Sodding) 339.000 M.G. 803-01 Sodding (New Sod) 31,655.000 S.Y. 806-02.03 Project Mowing 6.000 Cycl 791-03.02 2in Hdpe Gas Main 2,340.000 L.F. 791-04.02 Hdd 2in Pe Pipe - Unconsolidated 170.000 L.F. 791-06.02 Connect To 2in Ex. Pe Main 3.000 Each 791-06.10 Connect To 2in Ex. Stl Main 1.000 Each 791-07.01 2in Pe Gas Valve Assembly 6.000 Each 791-08.07 3/4in Pe Service Pipe 880.000 L.F. 791-08.08 1in Pe Service Pipe 130.000 L.F. 791-09.02 3-Wire Cathodic Protection Station 1.000 Each 791-09.03 17lb Magnesium Anodes 3.000 Each 791-09.05 Restore Asphalt 52.000 S.Y. 791-09.06 Restore Concrete 30.000 S.Y. 791-10.01 Retire In Place 3/4in Serv Cut & Plug 4.000 Each 791-10.02 Retire In Place 1in Serv Cut & Plug 1.000 Each 795-01.03 6in Dip Restrained Joint Water Line 1,700.000 L.F. 795-01.09 12in Dip Restrained Joint Water Line 315.000 L.F. 795-01.13 16in Dip Restrained Joint Water Line 900.000 L.F. 795-05.01 Hdd 2in Hdpe Carrier Pipe-Uncon 120.000 L.F. 795-05.63 Bore/Jack 12in Steel Casing Pipe-Uncon. 110.000 L.F. 795-05.68 Bore/Jack 24in Steel Casing Pipe-Uncon. 40.000 L.F. 795-06.04 Connect To 6in Water Line 1.000 Each 795-06.05 Connect To 8in Water Line 1.000 Each 795-07.03 6in X 6in Tapping Sleeve And Valve 2.000 Each 795-07.15 12in X 12in Tapping Sleeve And Valve 1.000 Each 795-07.21 16in X 16in Tapping Sleeve And Valve 1.000 Each 795-08.04 6in Gate Valve Assembly 3.000 Each 795-08.05 8in Gate Valve Assembly 1.000 Each 795-08.09 12in Gate Valve Assembly 1.000 Each 795-09.01 3/4in Water Service Meter Assembly 7.000 Each 795-09.09 Relocate/Reconnect Service Assembly 8.000 Each 795-09.10 Sample Tap 4.000 Each 795-09.60 3/4in Pexa Service Pipe 190.000 L.F. 795-09.62 1in Pex Service Pipe 190.000 L.F. 795-10.05 2in Auto Air Release Valve Assembly 5.000 Each 795-11.02 Fire Hydrant Assembly 2.000 Each 795-12.01 Remove Fire Hydrant 2.000 Each 795-13.01 Di Fittings 6,780.000 Lb. 795-14.08 Restore Asphalt 130.000 S.Y. 795-15.01 8in Steel Casing Pipe Open Cut Method 80.000 L.F. 795-15.07 24in Steel Casing Pipe Open Cut Method 40.000 L.F. 797-05.52 8in Pvc Gravity Sewer 6ft-12ft Depth 225.000 L.F. 797-05.53 8in Pvc Gravity Sewer 12ft-18ft Depth 15.000 L.F. 797-06.64 Bore/Jack 16in Steel Casing Pipe-Uncon. 100.000 L.F. 797-06.90 Open Cut 16in Steel Casing Pipe 80.000 L.F. 797-07.04 48in Manhole 8ft-10ft Depth 1.000 Each 797-07.07 48in Manhole 14ft-16ft Depth 1.000 Each 797-10.02 Connect 8in Sewer To Exist. Manhole 1.000 Each 797-10.09 Connect Ex. 8in Sewer To New Manhole 1.000 Each 797-11.20 48in Mh Adjustment Decrease Height 3.000 V.F.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.