The Improvement of the Intersection on US 11 (US 64, SR 2)

The improvement of the intersection on U.S. 11 (U.S. 64, S.R. 2) at Edgmon Road in Collegedale (L.M. 22.67), including grading, drainage and paving. Item No. Description Quantity Units 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 04) (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 5,921.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 7,509.409 Ton 203-05 Undercutting 3,411.000 c.y. 203-06 Water 2.390 m.g. 204-06.01 Flowable Fill (General) 70.000 c.y. 209-03.23 Filter Sock (24 Inch) 1,381.000 l.f. 209-08.02 Temporary Silt Fence (With Backing) 182.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 788.000 l.f. 209-08.07 Rock Check Dam Per 3.000 Each 209-08.08 Enhanced Rock Check Dam 1.000 Each 209-09.01 Sandbags 32,274.000 Bag 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 120.000 s.y. 303-01 Mineral Aggregate, Type a Base, Grading d 2,417.715 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 223.785 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 148.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 3.500 Ton 402-02 Aggregate For Cover Material (Pc) 14.199 Ton 403-01 Bituminous Material For Tack Coat (Tc) 3.277 Ton 407-20.05 Saw Cutting Asphalt Pavement 1,623.000 l.f. 411-02.10 Acs Mix(Pg70-22) Grading d 562.361 Ton 411-12.04 Scoring For Rumble Stripe (Noncontinuous) (4in Width) 0.390 l.m. 415-01.02 Cold Planing Bituminous Pavement 5,941.379 s.y. 607-08.05 42" Concrete Pipe Culvert(Class Iv)Jackedin- Place 114.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 53.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 96.000 l.f. 607-39.05 36" Pipe Culvert (Side Drain) 70.000 l.f. 607-60.18 36" Steel Pipe Culvert (Jack-In-Place) 120.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 35.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 608.000 Lb. 611-07.31 18in Endwall (Side Drain) 2.000 Each 611-07.32 24in Endwall (Side Drain) 4.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 2.000 Each 621-03.02 18" Temporary Drainage Pipe 70.000 l.f. 705-04.09 Earth Pad For Type 38 Gr End Treatment 4.000 Each 705-04.10 Earth Pad For Guard Rail End Treatment 4.000 Each 705-04.50 Portable Barrier Rail Delineator 69.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl3 1,979.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl3 2.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 4.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl2 4.000 Each 705-08.51 Portable Impact Attenuator Nchrp350 Tl-3 8.000 Each 708-02.01 Markers (Concrete r.o.w. Posts) 23.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 300.000 Ton 709-05.08 Machined Rip-Rap (Class b) 321.000 Ton 709-05.09 Machined Rip-Rap (Class c) 65.000 Ton 709-99.99 Round River Stone Rip-Rap (Size) (6" - 12") 516.000 c.y. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 1,353.000 l.f. 712-04.01 Flexible Drums (Channelizing) 92.000 Each 712-06 Signs (Construction) 168.000 s.f. 712-08.03 Arrow Board (Type c) 1.000 Each 713-11.02 Perforated/Knockout Square Tube Post 618.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 32.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 101.000 s.f. 713-14.21 Street Name Sign (Rigid 0.100in Thick 24.000 s.f. 713-14.22 Street Name Sign (Suspended 0.100in Thick) 42.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-16.01 Changeable Message Sign Unit 3.000 Each 713-16.20 Signs (Description) (r3-1 Blankout) 1.000 Each 713-16.21 Signs (Description) (r3-2 Blankout) 1.000 Each 716-01.05 Temporary Raised Pavement Marker 38.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 17.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 21.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 36.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 15.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 132.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 9.000 Each 716-03.02 Plastic Word Pavement Marking (Rxr) 2.000 Each 716-04.05 Plastic Pavement Marking (Straight Arrow) 5.000 Each 716-05.01 Painted Pavement Marking (4" Line) 2.000 l.m. 716-05.21 Painted Pavement Marking(4"Dotted Line) 43.000 l.f. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 0.748 l.m. 717-01 Mobilization (1) Ls 730-02.09 Signal Head Assembly (130 With Backplate) 4.000 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) 1.000 Each 730-03.21 Install Pull Box (Type b) 3.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-08.02 Signal Cable - 5 Conductor 265.000 l.f. 730-08.03 Signal Cable - 7 Conductor 575.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 180.000 l.f. 730-12.13 Conduit 2" Diameter (Jack And Bore) 65.000 l.f. 730-13.12 Vehicle Detector (Description) (Radar- Stop Line) 3.000 Each 730-13.13 Vehicle Detector (Radar) 2.000 Each 730-15.32 Cabinet (Eight Phase Base Mounted) 1.000 Each 730-16.02 Eight Phase Actuated Controller 1.000 Each 730-23.20 Cantilever Signal Support (Description) (1 Arm @ 42') 1.000 Each 730-23.36 Cantilever Signal Support (Description) (2@ 42' & 55') 1.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 516.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 6,222.222 s.y. 740-11.05 Temporary Sediment Tube 24in 1,381.000 l.f. 801-01 Seeding (With Mulch) 0.651 Unit 801-01.07 Temporary Seeding (With Mulch) 1.042 Unit 801-03 Water (Seeding & Sodding) 2.272 m.g. 801-07 Seed (Supplemental Application) 10.000 Lb. 803-01 Sodding (New Sod) 2,601.000 s.y. 806-02.03 Project Mowing 2.000 Cycl

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.