Grading, Drainage and Paving on I-75

Project No. NH-I-75-1(143), 06001-3181-44 (PIN 124013.00) The grading, drainage and paving on I-75 at the S.R. 308 (Lauderdale Highway) interchange ramps (L.M. 16.90 - L.M. 17.35) (Exit 33). Project Length - 1.480 miles Project No. 06024-4106-04 (PIN 128039.00) The repair of the bridge on S.R. 308 over I-75 (LM. 4.27). Project Length - 0.000 miles 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 201-07.01 Removal And Disposal Of Brush & Trees (1) Ls 202-01.56 Removal Of Structures & Obstructions (Description) (Concrete Ditch) (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Bridge No. 06-Sr308-04.27) (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 16,300.000 c.y. 203-06 Water 179.000 m.g. 204-08.01 Backfill Material (Flowable Fill) 21.000 c.y. 208-01.05 Brooming & Degrassing Shoulders 6.220 l.m. 209-05 Sediment Removal 117.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 1,772.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 765.000 l.f. 209-08.07 Rock Check Dam 21.000 Each 209-08.08 Enhanced Rock Check Dam 20.000 Each 303-01 Mineral Aggregate, Type a Base, Grading d 10,991.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 959.000 Ton 307-01.22 Asp. Conc. Mix(Pg76-22) (Bpmb-Hm) Gr. a-s 498.000 Ton 307-03.01 Asphalt Concrete Mix (Pg76-22) (Bpmb-Hm) Grading a 1,175.000 Ton 307-03.08 Asphalt Concrete Mix (Pg76-22) (Bpmb-Hm) Grading b-m2 2,546.000 Ton 307-03.10 Asphalt Conc Mix (Pg76-22)(Bpmb-Hm) Gr Cs 2,111.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 17.000 Ton 402-02 Aggregate For Cover Material (Pc) 60.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 72.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 3,309.000 l.f. 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 311.000 Ton 411-03.10 Acs Mix(Pg76-22) Grading d 308.000 Ton 411-03.23 Acs Mix (Pg76-22) Ogfc 4,717.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 4.000 l.m. 411-12.03 Scoring For Rumble Stripe (Noncontinuous) (8in Width) 0.160 l.m. 415-01.01 Cold Planing Bituminous Pavement 6,526.000 Ton 703-01 Portland Cement Concrete Ditch Paving 42.000 c.y. 705-02.10 Guardrail Transition 27in To 31in 4.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl-3 663.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 1.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 4.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 4.000 Each 705-08.51 Portable Impact Attenuator Nchrp350 Tl-3 4.000 Each 705-20.25 Temporary Crash Cushion (Mash Tl-3) 8.000 Each 706-01 Guardrail Removed 1,021.000 l.f. 707-08.11 High-Visibility Construction Fence 3,960.000 l.f. 709-05.05 Machined Rip-Rap (Class a-3) 328.000 Ton 710-02 Aggregate Underdrains (With Pipe) 3,309.000 l.f. 710-05 Lateral Underdrain 595.000 l.f. 710-06.13 Lateral Underdrain Endwall (4:1) 4.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 13.000 Each 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 6,839.000 l.f. 712-04.01 Flexible Drums (Channelizing) 946.000 Each 712-04.50 Barrier Rail Delineator 311.000 Each 712-06 Signs (Construction) 1,580.500 s.f. 712-07.03 Temporary Barricades (Type Iii) 16.000 l.f. 712-08.03 Arrow Board (Type c) 6.000 Each 712-08.10 Mobile Message Sign Unit w/Attenuator 64.000 Hour 712-09.01 Removable Pavement Marking Line 3,796.000 l.f. 712-09.02 Removable Pavement Marking (8" Barrier Line) 14,830.000 l.f. 712-09.04 Removable Pavement Marking (Stop Line) 48.000 l.f. 712-09.08 Removable Pavement Marking (6" Line) 48,857.000 l.f. 713-16.01 Changeable Message Sign Unit 4.000 Each 713-16.02 Truck Mounted Impact Attenuator (w/Flashing Arrow Board) 1.000 Each 714-06.08 Cable (Description) (5kv #1/0 Ia) 2,075.000 l.f. 714-06.23 Cable (1/c #1 Awg) 3,980.000 l.f. 716-01.13 Raised Pvmt Markers (Bi-Directional) (2 Color Lens) 400.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 12.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 12.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 3,151.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 410.000 Each 716-02.05 Plastic Pavement Marking (Stop Line) 48.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 12.000 Each 716-02.07 Plastic Pavement Marking (24" Barrier Line) 862.000 l.f. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 10.000 l.m. 716-12.03 Enhanced Flatline Thermo Pvmt Mrkng (8in Barrier Line) 3,164.000 l.f. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 1,213.000 l.f. 716-12.09 Enhanced Flat Line Thermo (12in Line) 3,125.000 l.f. 717-01 Mobilization (1) Ls 725-20.43 Pull Box (Type c) 16.000 Each 725-20.44 Pull Box (Type d) 12.000 Each 725-20.45 Pull Box (Type e) 8.000 Each 725-20.55 Cable (1/c #6 Awg.) 3,165.000 l.f. 725-20.58 Cable (1/c #1/0 Awg.) 7,960.000 l.f. 725-21.53 Removal & Replace Type c Cabinet 1.000 Each 725-22.22 Conduit Bank (Type 2) 115.000 l.f. 725-22.24 Conduit Bank (Type 4) 3,785.000 l.f. 725-22.34 Conduit Bank Bored (Type 4) 130.000 l.f. 725-22.50 Dms Conduit Bank 110.000 l.f. 725-22.74 2in Conduit w/Bank 935.000 l.f. 725-22.75 2in Conduit Bored w/Bank 75.000 l.f. 725-22.80 3in Conduit w/Bank 1,975.000 l.f. 725-22.81 3in Conduit Bored w/Bank 30.000 l.f. 725-23.01 Its Cable Marker 22.000 Each 725-23.16 Fiber Optic Cable (144f) 4,295.000 l.f. 725-23.21 Fiber Optic Drop Cable (12 f) 165.000 l.f. 725-23.26 Fiber Optic Closure (12 f) 1.000 Each 725-23.27 Fiber Optic Closure (Description) (144 f) 8.000 Each 725-23.28 Fiber Optic Splice Fusion 352.000 Each 725-24.51 System Integration (1) Ls 725-24.55 As-Built Plans (1) Ls 740-10.03 Geotextile (Type Iii)(Erosion Control) 1,080.000 s.y. 740-11.03 Temporary Sediment Tube 18in 15,018.000 l.f. 740-11.04 Temporary Sediment Tube 20in 7,862.000 l.f. 740-11.05 Temporary Sediment Tube 24in 2,356.000 l.f. 801-01.07 Temporary Seeding (With Mulch) 327.000 Unit 801-03 Water (Seeding & Sodding) 217.000 m.g. 803-01 Sodding (New Sod) 20,439.000 s.y. 602-10.01 Structural Steel Repairs (1) Ls 602-10.05 Bracing Repairs (1) Ls 603-02.15 Repaint Existing Bearings (1) Ls 603-05.20 Containment & Disposal Of Waste(Location & Descrp) (Bridge No. 06-Sr308-04.27) (1) Ls 604-03.20 Bridge Joint Modification 102.000 l.f. 604-04.02 Applied Texture Finish (Existing Structures) 2,072.000 s.y. 604-10.02 Concrete Repairs 1.000 c.y. 604-10.05 Concrete 1.000 s.f. 604-10.14 Remove Existing Wearing Surface (1) Ls 604-10.22 Concrete Parapet Repair 676.000 l.f. 604-10.24 Jacking Concrete Spans (1) Ls 604-10.30 Bridge Deck Repairs (Full Depth Of Slab) 20.000 s.y. 604-10.50 Bridge Deck Repairs (Partial Depth Of Slab) 20.000 s.y. 604-10.54 Concrete Repairs 1.000 s.f. 604-10.58 Epoxy Injection (Injection) 2.000 Gal. 604-10.62 Epoxy Injection Repair (Complete And In Place) 23.000 l.f. 617-01 Bridge Deck Sealant 1,761.000 s.y.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Grading.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.