The Grading, Drainage and Paving on S.R. 91 Ext in Carter County and on S.R. 93 in Sullivan and Washington Counties

10003-3269-94 (PIN 127849.00) The grading, drainage and paving on S.R. 91 Ext in Carter County and on S.R. 93 in Sullivan and Washington Counties, including a retaining wall, plus signal upgrades on U.S. 19E (S.R. 37) in Carter County. 105-01 Construction Stakes, Lines and Grades (1) Ls 201-01 Clearing and Grubbing (1) Ls 202-01.56 Removal of Structures & Obstructions (Description) (Tract 14) (1) Ls 202-01.57 Removal of Structures & Obstructions (Description) (Tract 50) (1) Ls 202-03 Removal of Rigid Pavement, Sidewalk, Etc. 195.000 S.y. 202-04.01 Removal of Structures (Description, Sta.) (Catch Basin, Manholes) (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 103,078.000 C.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 22,943.000 Ton 203-04 Placing and Spreading Topsoil 1,776.000 C.y. 203-06 Water 113.000 M.g. 203-07 Furnishing & Spreading Topsoil 2,505.000 C.y. 203-40.17 Rock Dowel 360.000 L.f. 204-08.01 Backfill Material (Flowable Fill) 40.000 C.y. 208-01.05 Brooming & Degrassing Shoulders 8.000 L.m. 209-02.05 12" Temporary Slope Drain 754.000 L.f. 209-03.20 Filter Sock (8 Inch) 450.000 L.f. 209-05 Sediment Removal 1,851.000 C.y. 209-08.02 Temporary Silt Fence (With Backing) 300.000 L.f. 209-08.07 Rock Check Dam 175.000 Each 209-08.08 Enhanced Rock Check Dam 5.000 Each 209-09.40 Curb Inlet Protection (Type 1) 98.000 Each 209-40.30 Catch Basin Protection (Type a) 4.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 4.000 Each 303-01 Mineral Aggregate, Type a Base, Grading D 13,614.000 Ton 303-10.01 Mineral Aggregate (Size 57) 29.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm) Grading a 1,327.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-hm) Grading B-m2 2,091.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-hm) Gr. A-s 8.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm) Grading a 309.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-hm) Grading B-m2 203.000 Ton 402-01 Bituminous Material for Prime Coat (Pc) 82.000 Ton 403-01 Bituminous Material for Tack Coat (Tc) 79.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 360.000 L.f. 411-01.07 Acs Mix (Pg64-22) Grading E Shoulder 243.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading D 1,391.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading D 10,835.000 Ton 411-12.03 Scoring for Rumble Stripe (Noncontinuous) (8in Width) 1.100 L.m. 415-01.01 Cold Planing Bituminous Pavement 10,725.000 Ton 604-07.01 Retaining Wall (Description) (Sta. 218+25 to 220+75 Lt.) 3,222.000 S.f. 607-03.30 18" Pipe Culvert 1,546.000 L.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 121.000 L.f. 607-39.02 18" Pipe Culvert (Side Drain) 57.000 L.f. 611-01.02 Manholes, > 4' - 8' Depth 4.000 Each 611-01.03 Manholes, > 8' - 12' Depth 2.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 2.000 C.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 93.000 Lb. 611-09.03 Capping Existing Catchbasin 12.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 2.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 12.000 Each 611-12.03 Catch Basins, Type 12, > 8' - 12' Depth 3.000 Each 611-14.01 Catch Basins, Type 14, 0' - 4' Depth 1.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 1.000 Each 611-25.01 Catch Basins, Type 25, 0' - 4' Depth 1.000 Each 611-38.02 Catch Basins, Type 38, > 4' - 8' Depth 1.000 Each 621-03.02 18" Temporary Drainage Pipe 118.000 L.f. 621-03.03 24" Temporary Drainage Pipe 1,932.000 L.f. 701-01.01 Concrete Sidewalk (4 ") 19,079.000 S.f. 701-02 Concrete Driveway 2,303.000 S.f. 701-02.01 Concrete Curb Ramp (Retrofit) 3,122.000 S.f. 701-02.03 Concrete Curb Ramp 1,336.000 S.f. 701-99.91 Raised Concrete Median (1) Ls 702-03 Concrete Combined Curb & Gutter 387.000 C.y. 705-06.01 W Beam Gr (Type 2) Mash Tl-3 2,602.000 L.f. 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 2.000 Each 708-02.01 Markers (Concrete R.o.w. Posts) 44.000 Each 709-05.05 Machined Rip-rap (Class a-3) 450.000 Ton 709-05.06 Machined Rip-rap (Class a-1) 1,240.000 Ton 709-05.09 Machined Rip-rap (Class C) 62.000 Ton 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 5,252.000 L.f. 712-02.60 Temporary Work Zone Crash Cushion (Mash Tl-3) 59.000 Each 712-04.01 Flexible Drums (Channelizing) 484.000 Each 712-04.50 Barrier Rail Delineator 131.000 Each 712-05.01 Warning Lights (Type a) 113.000 Each 712-06 Signs (Construction) 1,095.000 S.f. 712-07.03 Temporary Barricades (Type Iii) 194.000 L.f. 712-08.03 Arrow Board (Type C) 2.000 Each 712-09.01 Removable Pavement Marking Line 2,824.000 L.f. 712-09.04 Removable Pavement Marking (Stop Line) 48.000 L.f. 713-01.01 Class a Concrete (Foundation for Sign Supports) 0.600 C.y. 713-11.02 Perforated/knockout Square Tube Post 873.500 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 129.450 S.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 57.000 S.f. 713-14.21 Street Name Sign (Rigid 0.100in Thick 124.000 S.f. 713-15 Removal of Signs, Posts and Footings (1) Ls 713-15.07 Suspended Flat Sheet Aluminum Sign (0.080" Thick) 9.000 Each 713-16.01 Changeable Message Sign Unit 7.000 Each 714-03.01 Direct Burial Conduit (2" Pvc, Schedule 40) 110.000 L.f. 714-05.04 Pull Boxes (Type C) 2.000 Each 714-06.06 Cable (1/c # 4 Awg) 500.000 L.f. 714-08.32 Removal of Light Standard & Foundation 1.000 Each 714-09.09 Luminaires (Description) (Led) 2.000 Each 716-01.05 Temporary Raised Pavement Marker 70.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-dir) (1 Color) 721.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-dir)(1 Color) 530.000 Each 716-01.30 Removal of Snowplowable Reflective Marker 35.000 Each 716-02.03 Plastic Pavement Marking (Cross-walk) 607.000 L.f. 716-02.04 Plastic Pavement Marking(Channelization Striping) 1,168.000 S.y. 716-02.05 Plastic Pavement Marking (Stop Line) 1,166.000 L.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 97.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 820.000 L.f. 716-02.09 Plastic Pavement Marking (Longitudinal Cross-walk) 1,218.000 L.f. 716-04.01 Plastic Pavement Marking (Straight-turn Arrow) 1.000 Each 716-04.05 Plastic Pavement Marking (Straight Arrow) 7.000 Each 716-04.12 Plastic Pavement Marking (Yield Line) 48.000 S.f. 716-05.01 Painted Pavement Marking (4" Line) 4.400 L.m. 716-05.04 Painted Pavement Marking (Channelization Striping) 100.000 S.y. 716-05.05 Painted Pavement Marking (Stop Line) 500.000 L.f. 716-05.06 Painted Pavement Marking (Turn Lane Arrow) 50.000 Each 716-05.20 Painted Pavement Marking (6" Line) 30.000 L.m. 716-08.01 Removal of Pavement Marking (Line) 2,000.000 L.f. 716-08.04 Removal of Pavement Marking (Channelization Striping) 300.000 S.y. 716-08.30 Hydroblast Removal of Pavement Marking (Line) 2.000 L.m. 716-08.32 Hydroblast Removal of Pavement Marking (Description) (Stop Line) 160.000 L.f. 716-08.33 Hydroblast Removal of Pavement Marking (Description) (Lane Arrow) 13.000 Each 716-08.34 Hydroblast Removal of Pavement Marking (Description) (Channelization Striping) 280.000 S.y. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 23.200 L.m. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 1.200 L.m. 716-13.03 Spray Thermo Pvmt Mrkng (60 Mil) (8in Barrier Line) 4,200.000 L.f. 717-01 Mobilization (1) Ls 730-01.02 Removal of Signal Equipment 4.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 12.000 Each 730-02.17 Signal Head Assembly (150 A2h With Backplate) 2.000 Each 730-02.30 Signal Head Assembly (Description) (130 A3 With Backplate) 7.000 Each 730-02.31 Signal Head Assembly (Description) (140a1 With Backplate) 1.000 Each 730-03.12 Aerial Splice Enclosure 1.000 Each 730-03.21 Install Pull Box (Type B) 11.000 Each 730-03.24 Install Pull Box (Fiber Optic-type B) 2.000 Each 730-03.32 Fiber Optic Drop Cable 20.000 L.f. 730-03.33 Fiber Optic Splice Fusion 1.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-05.02 Service Cable (2 Conductor, # 8 Awg) 100.000 L.f. 730-05.04 Modify Existing Electrical Service Connection 1.000 Each 730-08.02 Signal Cable - 5 Conductor 3,351.000 L.f. 730-08.03 Signal Cable - 7 Conductor 3,152.000 L.f. 730-08.40 Interconnect Cable - Fiber Optic (Description) (12 Strand-sm) 98.000 L.f. 730-11.01 Steel Conduit Riser Assembly 1.000 Each 730-12.02 Conduit 2" Diameter (Pvc) 346.000 L.f. 730-12.03 Conduit 3" Diameter (Pvc) 425.000 L.f. 730-12.14 Conduit 3" Diameter (Jack and Bore) 790.000 L.f. 730-13.06 Vehicle Detector (Optically Activated Priority Control) 4.000 Each 730-13.08 Vehicle Detector (Description) (Radar Detection - Stop Line) 8.000 Each 730-13.09 Vehicle Detector (Description) (Radar Detection - Advance) 6.000 Each 730-13.10 Vehicle Detector (Description) (Emergency Preemption) 4.000 Each 730-15.07 Cabinet (Description) (Battery Back-up) 1.000 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) 8.000 Each 730-23.36 Cantilever Signal Support (Description) (1 Mast Arm @ 38') 1.000 Each 730-23.37 Cantilever Signal Support (Description) (1 Mast Arm @ 44' & 1 @ 68') 1.000 Each 730-23.39 Cantilever Signal Support (Description) (1 Mast Arm @ 64') 1.000 Each 730-23.96 Cantilever Signal Support (Description) (1 @ 65') 1.000 Each 730-23.97 Cantilever Signal Support (Description) (1 @ 85') 1.000 Each 730-23.98 Cantilever Signal Support (Description) (1 @ 90') 1.000 Each 730-23.99 Cantilever Signal Support (Description) (1 @ 85' W/ Ext. For Luminaires) 1.000 Each 730-26.11 Countdown Ped Sgnl Head W/audible Push Button & 15in Sign 8.000 Each 730-35.06 Battery Back-up and Power Conditioner 2.000 Each 730-40 Temporary Traffic Signal System 5.000 Each 740-06.01 Geomembrane 1,200.000 S.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 857.000 S.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 4,370.000 S.y. 740-11.01 Temporary Sediment Tube 8in 3,853.000 L.f. 740-11.03 Temporary Sediment Tube 18in 2,627.000 L.f. 801-01 Seeding (With Mulch) 29.000 Unit 801-01.07 Temporary Seeding (With Mulch) 111.000 Unit 801-02 Seeding (Without Mulch) 222.000 Unit 801-03 Water (Seeding & Sodding) 30.000 M.g. 803-01 Sodding (New Sod) 592.000 S.y. 805-05.03 Reinforced Shotcrete Facing 900.000 S.f. 805-12.01 Erosion Control Blanket (Type I) 527.000 S.y. 805-12.02 Erosion Control Blanket (Type Ii) 28,473.000 S.y. 806-02.03 Project Mowing 4.000 Cycl 303-10.01 Mineral Aggregate (Size 57) 3,872.000 Ton 714-03.01 Direct Burial Conduit (2" Pvc, Schedule 40) 1,630.000 L.f. 714-05.03 Pull Boxes (Type B) 8.000 Each 714-06.05 Cable (1/c # 6 Awg) 570.000 L.f. 714-06.06 Cable (1/c # 4 Awg) 3,580.000 L.f. 714-08.09 Light Standards (Description) (45' Mh) 6.000 Each 714-08.10 Light Standards (Description) (30' Mh) 2.000 Each 714-08.20 Foundation (Only) for Light Standard 8.000 Each 714-08.32 Removal of Light Standard & Foundation 7.000 Each 714-08.33 Removal of Existing Cobra Head Luminaire 45.000 Each 714-09.09 Luminaires (Description) (Led Offset - 168 Watt) 24.000 Each 714-09.10 Luminaires (Description) (Led Cobra - 95 Watt With 6' Arm) 5.000 Each 725-03.36 as-built Plans (1) Ls 790-02.04 Pole 35ft Class 5 Wood 4.000 Each 790-04.03 Pole 45ft Class 3 Wood 2.000 Each 790-05.02 Pole 50ft Class 2 Wood 5.000 Each 790-25.01 3ph Crossarm Sgl 15kv 1.000 Each 790-25.02 3ph Narrow Profile Sgl 15kv 1.000 Each 790-25.06 3ph Crossarm Dbl 15kv 3.000 Each 790-25.21 3ph Crossarm Deadend Sgl 15kv 1.000 Each 790-25.23 3ph Crossarm Dde 15kv 1.000 Each 790-30.01 Secondary Assemblies Small Angle 1.000 Each 790-30.03 Secondary Assemblies Deadend 17.000 Each 790-30.06 Secondary Conductor 6 Al Duplex 375.000 L.f. 790-30.13 Secondary Conductor 2 Al Triplex 215.000 L.f. 790-30.14 Secondary Conductor 1/0 Al Triplex 120.000 L.f. 790-30.21 Secondary Conductor 2 Al Qplex 170.000 L.f. 790-32.01 Down Guy - Through Bolt Type 11.000 Each 790-32.07 Oh Guy - Through Bolt Type 7.000 Each 790-32.23 Guy Guard 11.000 Each 790-33.03 Screw Type Anchor 6,000lb-8,000lb 11.000 Each 790-40.39 Oh Cond 4/0 7 Aac Oxlip 660.000 L.f. 790-40.46 Oh Cond 556.5 19 Aac Dahlia 1,980.000 L.f. 790-42.12 Conduit - Pole Mtd - 2in Sch 80 Pvc 325.000 L.f. 790-52.04 15kva 1ph Oh Xformer 7.2kv 120/240 2.000 Each 790-52.06 25kva 1ph Oh Xformer 7.2kv 120/240 1.000 Each 790-68.01 Pole Ground Rod Type 13.000 Each 790-68.10 Miscellaneous Assemblies 3.000 Each 790-98.01 Remove Wire 9,265.000 L.f. 790-98.02 Remove Poles 24.000 Each 790-98.03 Remove Framing/associated Apparatus 125.000 Each 791-03.02 2in Hdpe Gas Main 1,035.000 L.f. 791-04.02 Hdd 2in Pe Pipe - Unconsolidated 360.000 L.f. 791-06.02 Connect to 2in Ex. Pe Main 4.000 Each 791-06.31 Connect to 2in Ex. Stl Main W/ Stopple 1.000 Each 791-06.32 Connect to 4in Ex. Stl Main W/ Stopple 1.000 Each 791-07.01 2in Pe Gas Valve Assembly 4.000 Each 791-07.08 (__)in Pe Gas Valve Assembly (3/4) 1.000 Each 791-07.20 Adjust Existing Valve Box 1.000 Each 791-08.07 3/4in Pe Service Pipe 300.000 L.f. 791-09.05 Restore Asphalt 35.000 S.y. 791-09.06 Restore Concrete 1.000 S.y. 791-10.01 Retire in Place 3/4in Serv Cut & Plug 6.000 Each 791-10.10 Retire Gas Main (1) Ls 793-01.08 Pole 35ft Class 5 Wood 3.000 Each 793-01.40 Anchor 3/4in 9.000 Each 793-02.08 Guy Wire 10m or 3/8in 9.000 Each 793-02.92 Overhead Guy Wire (Description) (10m or 3/8in) 4.000 Each 793-03.01 25 Pair Group Aerial Splice 64.000 Each 793-03.03 10m Strand 240.000 L.f. 793-03.16 200 Paircable 30.000 L.f. 793-03.17 300 Pair Cable 260.000 L.f. 793-04.02 2 Pair Aerial Drop 480.000 L.f. 793-04.06 Ready Access Closure 5.000 Each 793-04.08 Transfer Aerial Cable 10.000 Each 793-04.09 Transfer Aerial Drop 2.000 Each 793-04.12 Underground Splice Closure 3.000 Each 793-11.13 Buried Riser Guard 6.000 Each 793-11.17 Composite Handhole 5ftx3ftx3ft 3.000 Each 793-12.05 200 Pair Ug Cable 535.000 L.f. 793-12.06 300 Pair Ug Cable 90.000 L.f. 793-12.08 600 Pair Ug Cable 285.000 L.f. 793-13.06 25 Pair Group Ug Splice 40.000 Each 793-13.17 2 Duct Formation @ 36in Depth 355.000 L.f. 793-14.01 Sand Encasement Per Duct 710.000 L.f. 793-14.12 1 1/4in Innerduct 1,710.000 L.f. 793-16.04 Directional Bore 4in/flex Sleeve 600.000 L.f. 793-98.01 Remove Aerial Cable and Wire 5,260.000 L.f. 793-98.04 Remove Poles All Sizes 15.000 Each 793-98.08 Remove Anchor (Any Size) 1.000 Each 795-01.03 6in Dip Restrained Joint Water Line 300.000 L.f. 795-01.04 6in Dip Slip Joint Water Line 860.000 L.f. 795-01.08 10in Dip Slip Joint Water Line 34.000 L.f. 795-01.12 14in Dip Slip Joint Water Line 80.000 L.f. 795-01.15 18in Dip Restrained Joint Water Line 130.000 L.f. 795-01.16 18in Dip Slip Joint Water Line 2,645.000 L.f. 795-03.02 2in Pvc Water Line 240.000 L.f. 795-06.01 Connect to 2in Water Line 10.000 Each 795-06.04 Connect to 6in Water Line 3.000 Each 795-06.06 Connect to 10in Water Line 1.000 Each 795-06.08 Connect to 14in Water Line 2.000 Each 795-06.31 Cut and Cap 2in Water Line 1.000 Each 795-08.01 2in Gate Valve Assembly 8.000 Each 795-08.04 6in Gate Valve Assembly 9.000 Each 795-08.06 10in Gate Valve Assembly 1.000 Each 795-08.12 14in Gate Valve Assembly 2.000 Each 795-08.16 18in Gate Valve Assembly 4.000 Each 795-09.01 3/4in Water Service Meter Assembly 21.000 Each 795-09.02 1in Water Service Meter Assembly 10.000 Each 795-09.12 2in Copper Service Pipe 125.000 L.f. 795-09.24 Ti of 2in Hdpe Casing for Service Pipe-uncon 200.000 L.f. 795-09.29 1in Copper Service Pipe 500.000 L.f. 795-09.70 5/8in Water Service Meter Assembly 2.000 Each 795-09.75 5/8in Copper Service Pipe 150.000 L.f. 795-10.05 2in Auto Air Release Valve Assembly 2.000 Each 795-11.01 Blow-off Assembly 3.000 Each 795-11.02 Fire Hydrant Assembly 4.000 Each 795-11.12 Retire in Place Existing Water Main 220.000 L.f. 795-12.01 Remove Fire Hydrant 2.000 Each 795-12.02 Removal of Existing Line (1) Ls 797-05.02 8in Dip Gravity Sewer 6ft-12ft Depth 2,020.000 L.f. 797-05.05 10in Dip Gravity Sewer 0ft-6ft Depth 250.000 L.f. 797-05.14 16in Dip Gravity Sewer 6ft-12ft Depth 60.000 L.f. 797-07.02 48in Manhole 4ft-6ft Depth 1.000 Each 797-07.03 48in Manhole 6ft-8ft Depth 10.000 Each 797-07.04 48in Manhole 8ft-10ft Depth 2.000 Each 797-08.05 6in Pvc Pipe for Service Lateral 340.000 L.f. 797-08.08 6in Clean Out Assembly 17.000 Each 797-10.02 Connect 8in Sewer to Exist. Manhole 1.000 Each 797-10.06 Connect 6in Lateral to Sewer Line 17.000 Each 797-10.09 Connect Ex. 8in Sewer to New Manhole 2.000 Each 797-10.10 Connect Ex.10-18in Sewer to New Manhole 3.000 Each 797-11.25 Retirein Place 48in Manhole 8.000 Each 797-11.31 Retirein Place Existing Sewer 8in-14in 2,025.000 L.f. 797-11.38 by-pass Pumping (1) Ls

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 34 -	Transportation, Transportation Signaling and Control Equipment, Roadway Signaling and Control Equipment, Traffic Signals, Traffic Control Equipment.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.