Resurfacing

Project No. NH-I-40-6(181), 18I040-F8-003 (PIN 128858.00) The resurfacing on I-40 from Ozone Road (L.M. 29.19) to the Roane County line (L.M. 36.09). Project Length - 6.900 miles Project No. STP-299(13), 18S299-F8-002 (PIN 131924.00) The resurfacing on S.R. 299 (Westel Road) from west of the I-40 interchange (L.M. 2.74) to east of the I-40 interchange (L.M. 2.82). Project Length - 0.080 miles Project No. STP-299(12), 73S299-F8-002 (PIN 131925.00) The resurfacing on S.R. 299 (Airport Road) from the ramp to I-40 (L.M. 0.00) to the Cumberland County line (L.M. 0.17). 105-01 Construction Stakes, Lines And Grades (1) Ls 108-03 Cpm Project Schedule (1) Ls 109-10.01 Trainee 6,280.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-01 Removal Of Structures And Obstructions (1) Ls 202-01.50 Removal Of Structures And Obstructions 2.000 Each 202-02.21 Removal Of Pipe (Description) (Description) 134.000 l.f. 202-06.01 Removal Of Buildings (Tract No.) (Tract No. 22) (1) Ls 202-06.02 Removal Of Buildings (Tract No.) (Tract No. 25) (1) Ls 202-06.03 Removal Of Buildings (Tract No.) (Tract No. 28) (1) Ls 202-06.04 Removal Of Buildings (Tract No.) (Tract No.36) (1) Ls 202-06.05 Removal Of Buildings (Tract No.) (Tract No. 37) (1) Ls 202-06.06 Removal Of Buildings (Tract No.) (Tract No. 41) (1)Ls 202-06.07 Removal Of Buildings (Tract No.) (Tract No. 42) (1) Ls 202-06.08 Removal Of Buildings (Tract No.) (Tract No. 44) (1) Ls 202-06.09 Removal Of Buildings (Tract No.) (Tract No. 45) (1) Ls 202-06.10 Removal Of Buildings (Tract No.) (Tract No. 47) (1) Ls 202-06.11 Removal Of Buildings (Tract No.) (Tract No. 49) (1) Ls 202-06.12 Removal Of Buildings (Tract No.) (Tract No. 53) (1) Ls 202-06.13 Removal Of Buildings (Tract No.) (Tract No. 54) (1) Ls 202-06.14 Removal Of Buildings (Tract No.) (Tract No. 55) (1) Ls 202-06.15 Removal Of Buildings (Tract No.) (Tract No. 70) (1) Ls 202-06.16 Removal Of Buildings (Tract No.) (Tract No. 71) (1) Ls 202-06.17 Removal Of Buildings (Tract No.) (Tract No. 75) (1) Ls 202-06.18 Removal Of Buildings (Tract No.) (Tract No. 76) (1) Ls 202-06.19 Removal Of Buildings (Tract No.) (Tract No. 80) (1) Ls 202-06.20 Removal Of Buildings (Tract No.) (Tract No. 81) (1) Ls 202-06.21 Removal Of Buildings (Tract No.) (Tract No. 82) (1) Ls 202-06.22 Removal Of Buildings (Tract No.) (Tract No. 87) (1) Ls 202-06.23 Removal Of Buildings (Tract No.) (Tract No. 88) (1) Ls 202-06.24 Removal Of Buildings (Tract No.) (Tract No. 89) (1) Ls 202-06.25 Removal Of Buildings (Tract No.) (Tract No. 90) (2)(1) Ls 202-06.07 Removal Of Buildings (Tract No.) (Tract No. 42) (1) Ls 202-06.08 Removal Of Buildings (Tract No.) (Tract No. 44) (1) Ls 202-06.09 Removal Of Buildings (Tract No.) (Tract No. 45) (1) Ls 202-06.10 Removal Of Buildings (Tract No.) (Tract No. 47) (1) Ls 202-06.11 Removal Of Buildings (Tract No.) (Tract No. 49) (1) Ls 202-06.12 Removal Of Buildings (Tract No.) (Tract No. 53) (1) Ls 202-06.13 Removal Of Buildings (Tract No.) (Tract No. 54) (1) Ls 202-06.14 Removal Of Buildings (Tract No.) (Tract No. 55) (1) Ls 202-06.15 Removal Of Buildings (Tract No.) (Tract No. 70) (1) Ls 202-06.16 Removal Of Buildings (Tract No.) (Tract No. 71) (1) Ls 202-06.17 Removal Of Buildings (Tract No.) (Tract No. 75) (1) Ls 202-06.18 Removal Of Buildings (Tract No.) (Tract No. 76) (1) Ls 202-06.19 Removal Of Buildings (Tract No.) (Tract No. 80) (1) Ls 202-06.20 Removal Of Buildings (Tract No.) (Tract No. 81) (1) Ls 202-06.21 Removal Of Buildings (Tract No.) (Tract No. 82) (1) Ls 202-06.22 Removal Of Buildings (Tract No.) (Tract No. 87) (1) Ls 202-06.23 Removal Of Buildings (Tract No.) (Tract No. 88) (1) Ls 202-06.24 Removal Of Buildings (Tract No.) (Tract No. 89) (1) Ls 202-06.25 Removal Of Buildings (Tract No.) (Tract No. 90) (3)(1) Ls 204-08 Foundation Fill Material 79.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 46.000 c.y. 209-02.04 10" Temporary Slope Drain 50.000 l.f. 209-02.05 12" Temporary Slope Drain 98.000 l.f. 209-02.06 15" Temporary Slope Drain 32.000 l.f. 209-02.07 18" Temporary Slope Drain 425.000 l.f. 209-03.22 Filter Sock (18 Inch) 3,157.000 l.f. 209-03.55 Stream Mitigation (Description) (Ground Water Dam) 3.000 Each 209-03.57 Stream Mitigation (Description) (Headwater Treatment) 1,878.000 l.f. 209-03.99 Protected Area Marker (White With Decal) 67.000 Each 209-05 Sediment Removal 2,721.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 22,236.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 9,418.000 l.f. 209-08.07 Rock Check Dam 319.000 Each 209-08.08 Enhanced Rock Check Dam 46.000 Each 209-09.01 Sandbags 140.000 Bag 209-09.03 Sediment Filter Bag (15' x 15') 8.000 Each 209-09.04 Sediment Filter Bag(15' x 10') 1.000 Each 209-09.43 Curb Inlet Protection (Type 4) 83.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 19.000 s.y. 209-40.32 Catch Basin Protection (Type c) 1.000 Each 209-40.33 Catch Basin Protection (Type d) 4.000 Each 209-40.34 Catch Basin Protection (Type e) 1.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 4.000 Each 209-40.42 Catch Basin Filter Assembly(Type 2) 38.000 Each 209-40.43 Catch Basin Filter Assembly(Type 3) 6.000 Each 209-40.44 Catch Basin Filter Assembly(Type 4) 4.000 Each 209-40.45 Catch Basin Filter Assembly(Type 5) 6.000 Each (4)209-40.46 Catch Basin Filter Assembly(Type 6) 31.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 4.000 Each 209-65.01 Temporary Stream Diversion (Description) (Pump Around) (1) Ls 303-01 Mineral Aggregate, Type a Base, Grading d 77,022.000 Ton 303-01.01 Granular Backfill (Roadway) 1,414.000 Ton 303-10.01 Mineral Aggregate (Size 57) 1,117.000 Ton 303-10.02 Mineral Aggregate (Size 2) 2,850.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 2,422.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 12,057.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 15,746.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 10,469.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 167.000 Ton 402-02 Aggregate For Cover Material (Pc) 413.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 52.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 1,905.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 1,609.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 5,918.000 Ton 604-01.01 Class a Concrete (Roadway) 95.160 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 19,520.000 Lb. 604-02.03 Epoxy Coated Reinforcing Steel 26,514.000 Lb. 604-03.01 Class a Concrete (Bridges) 342.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 1,526.000 s.y. 604-07.01 Retaining Wall (Description) (r1) 5,100.000 s.f. 604-07.02 Retaining Wall (Description) (Hrw-1) 15,813.000 s.f. 604-07.03 Retaining Wall (Description) (Hrw-2) 936.000 s.f. 604-07.04 Retaining Wall (Description) (Hrw-3) 17,100.000 s.f. 604-07.05 Retaining Wall (Description) (Hrw-4) 4,054.000 s.f. 604-07.06 Retaining Wall (Description) (Hrw-5) 3,699.000 s.f. (5)604-07.28 Retaining Wall Excavation 1,542.000 c.y. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 7,658.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,637.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 1,097.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 448.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 221.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 322.000 l.f. 607-13.03 72" Concrete Pipe Culvert (Class Iii) 237.000 l.f. 607-20.01 18" Crossdrain Pipe Culvert(Collectors & Local Roads) 450.000 l.f. 607-20.02 24" Crossdrain Pipe Culvert(Collectors & Local Roads) 80.000 l.f. 607-20.03 30" Crossdrain Pipe Culvert(Collectors & Local Roads) 174.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 775.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 129.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 81.000 l.f. 607-39.05 36" Pipe Culvert (Side Drain) 28.000 l.f. 607-50.12 Precast Concrete Box Culvert (Size) (6' x 6') 122.000 l.f. 607-57.03 Reinforced Concrete Pipe Arch (36" x 23") 230.000 l.f. 610-07.03 18" Pipe Drain (Bridge Drain) 205.000 l.f. 611-01.02 Manholes, > 4' - 8' Depth 3.000 Each 611-01.03 Manholes, > 8' - 12' Depth 6.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-01.07 Manholes, > 24' - 28' Depth 1.000 Each 611-02.11 Junction Box, Type 2 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 176.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 15,574.000 Lb. 611-07.03 Structural Steel (Pipe Endwalls) 7,155.000 Lb. 611-07.31 18in Endwall (Side Drain) 38.000 Each 611-07.32 24in Endwall (Side Drain) 9.000 Each (6)611-07.33 30in Endwall (Side Drain) 5.000 Each 607-03.02 18" Concrete Pipe Culvert (Class Iii) 7,658.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,637.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 1,097.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 448.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 221.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 322.000 l.f. 607-13.03 72" Concrete Pipe Culvert (Class Iii) 237.000 l.f. 607-20.01 18" Crossdrain Pipe Culvert(Collectors & Local Roads) 450.000 l.f. 607-20.02 24" Crossdrain Pipe Culvert(Collectors & Local Roads) 80.000 l.f. 607-20.03 30" Crossdrain Pipe Culvert(Collectors & Local Roads) 174.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 775.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 129.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 81.000 l.f. 607-39.05 36" Pipe Culvert (Side Drain) 28.000 l.f. 607-50.12 Precast Concrete Box Culvert (Size) (6' x 6') 122.000 l.f. 607-57.03 Reinforced Concrete Pipe Arch (36" x 23") 230.000 l.f. 610-07.03 18" Pipe Drain (Bridge Drain) 205.000 l.f. 611-01.02 Manholes, > 4' - 8' Depth 3.000 Each 611-01.03 Manholes, > 8' - 12' Depth 6.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-01.07 Manholes, > 24' - 28' Depth 1.000 Each 611-02.11 Junction Box, Type 2 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 176.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 15,574.000 Lb. 611-07.03 Structural Steel (Pipe Endwalls) 7,155.000 Lb. 611-07.31 18in Endwall (Side Drain) 38.000 Each 611-07.32 24in Endwall (Side Drain) 9.000 Each (7)611-07.33 30in Endwall (Side Drain) 5.000 Each 607-03.02 18" Concrete Pipe Culvert (Class Iii) 7,658.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,637.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 1,097.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 448.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 221.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 322.000 l.f. 607-13.03 72" Concrete Pipe Culvert (Class Iii) 237.000 l.f. 607-20.01 18" Crossdrain Pipe Culvert(Collectors & Local Roads) 450.000 l.f. 607-20.02 24" Crossdrain Pipe Culvert(Collectors & Local Roads) 80.000 l.f. 607-20.03 30" Crossdrain Pipe Culvert(Collectors & Local Roads) 174.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 775.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 129.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 81.000 l.f. 607-39.05 36" Pipe Culvert (Side Drain) 28.000 l.f. 607-50.12 Precast Concrete Box Culvert (Size) (6' x 6') 122.000 l.f. 607-57.03 Reinforced Concrete Pipe Arch (36" x 23") 230.000 l.f. 610-07.03 18" Pipe Drain (Bridge Drain) 205.000 l.f. 611-01.02 Manholes, > 4' - 8' Depth 3.000 Each 611-01.03 Manholes, > 8' - 12' Depth 6.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-01.07 Manholes, > 24' - 28' Depth 1.000 Each 611-02.11 Junction Box, Type 2 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 176.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 15,574.000 Lb. 611-07.03 Structural Steel (Pipe Endwalls) 7,155.000 Lb. 611-07.31 18in Endwall (Side Drain) 38.000 Each 611-07.32 24in Endwall (Side Drain) 9.000 Each (8)611-07.33 30in Endwall (Side Drain) 5.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 534.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 302.000 Each 716-02.03 Plastic Pavement Marking (Cross-Walk) 41.000 l.f. 716-02.04 Plastic Pavement Marking(Channelization Striping) 1,214.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 561.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 40.000 Each 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 337.000 l.f. 716-04.12 Plastic Pavement Marking (Yield Line) 14.000 s.f. 716-04.14 Plastic Pavement Marking (Lane Reduction Arrow) 2.000 Each 716-05.01 Painted Pavement Marking (4" Line) 20.270 l.m. 716-05.02 Painted Pavement Marking (8" Barrier Line) 1,986.000 l.f. 716-09.33 6 Inch Dotted Line 601.000 l.f. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 13.500 l.m. 716-13.03 Spray Thermo Pvmt Mrkng (60 Mil) (8in Barrier Line) 1,986.000 l.f. 717-01 Mobilization (1) Ls 730-01.02 Removal Of Signal Equipment 1.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 8.000 Each 730-03.20 Install Pull Box (Type a) 6.000 Each 730-03.21 Install Pull Box (Type b) 12.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-08.02 Signal Cable - 5 Conductor 1,835.000 l.f. 730-08.03 Signal Cable - 7 Conductor 2,485.000 l.f. 730-09.20 Span Wire Assembly 540.000 l.f. 730-10.01 Tether Wire Assembly - 1/4" Diameter 540.000 l.f. 730-12.01 Conduit 1" Diameter (Pvc) 1,615.000 l.f. (9)730-12.02 Conduit 2" Diameter (Pvc) 430.000 l.f. 709-05.05 Machined Rip-Rap (Class a-3) 904.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 2,284.000 Ton 709-05.08 Machined Rip-Rap (Class b) 1,918.000 Ton 709-05.09 Machined Rip-Rap (Class c) 194.000 Ton 710-02 Aggregate Underdrains (With Pipe) 5,082.000 l.f. 710-04 Filter Cloth Underdrain (With Pipe) 7,135.000 l.f. 710-05 Lateral Underdrain 75.000 l.f. 710-06.12 Lateral Underdrain Endwall (3:1) 7.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 5.000 Each 711-05.71 51in Single Slope Concrete Barrier Wall 277.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 1,224.000 l.f. 712-04.01 Flexible Drums (Channelizing) 328.000 Each 712-04.50 Barrier Rail Delineator 24.000 Each 712-05.01 Warning Lights (Type a) 28.000 Each 712-06 Signs (Construction) 964.960 s.f. 712-07.03 Temporary Barricades (Type Iii) 245.000 l.f. 713-01.01 Class a Concrete (Foundation For Sign Supports) 4.000 c.y. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 451.000 Lb. 713-02.04 Delineator (Mile Marker) & Steel Post 3.000 Each 713-02.26 Concrete Barrier/Parapet Delineator 3.000 Each 713-06 Steel i-Beams & Wf-Beams(Breakaway) Sign Support 627.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 3,590.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 321.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 1,947.000 s.f. 713-14.22 Street Name Sign (Suspended 0.100in Thick) 4.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls (10)713-16.01 Changeable Message Sign Unit 4.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 534.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 302.000 Each 716-02.03 Plastic Pavement Marking (Cross-Walk) 41.000 l.f. 716-02.04 Plastic Pavement Marking(Channelization Striping) 1,214.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 561.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 40.000 Each 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 337.000 l.f. 716-04.12 Plastic Pavement Marking (Yield Line) 14.000 s.f. 716-04.14 Plastic Pavement Marking (Lane Reduction Arrow) 2.000 Each 716-05.01 Painted Pavement Marking (4" Line) 20.270 l.m. 716-05.02 Painted Pavement Marking (8" Barrier Line) 1,986.000 l.f. 716-09.33 6 Inch Dotted Line 601.000 l.f. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 13.500 l.m. 716-13.03 Spray Thermo Pvmt Mrkng (60 Mil) (8in Barrier Line) 1,986.000 l.f. 717-01 Mobilization (1) Ls 730-01.02 Removal Of Signal Equipment 1.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 8.000 Each 730-03.20 Install Pull Box (Type a) 6.000 Each 730-03.21 Install Pull Box (Type b) 12.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-08.02 Signal Cable - 5 Conductor 1,835.000 l.f. 730-08.03 Signal Cable - 7 Conductor 2,485.000 l.f. 730-09.20 Span Wire Assembly 540.000 l.f. 730-10.01 Tether Wire Assembly - 1/4" Diameter 540.000 l.f. 730-12.01 Conduit 1" Diameter (Pvc) 1,615.000 l.f. (11)730-12.02 Conduit 2" Diameter (Pvc) 430.000 l.f. 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 534.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 302.000 Each 716-02.03 Plastic Pavement Marking (Cross-Walk) 41.000 l.f. 716-02.04 Plastic Pavement Marking(Channelization Striping) 1,214.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 561.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 40.000 Each 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 337.000 l.f. 716-04.12 Plastic Pavement Marking (Yield Line) 14.000 s.f. 716-04.14 Plastic Pavement Marking (Lane Reduction Arrow) 2.000 Each 716-05.01 Painted Pavement Marking (4" Line) 20.270 l.m. 716-05.02 Painted Pavement Marking (8" Barrier Line) 1,986.000 l.f. 716-09.33 6 Inch Dotted Line 601.000 l.f. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 13.500 l.m. 716-13.03 Spray Thermo Pvmt Mrkng (60 Mil) (8in Barrier Line) 1,986.000 l.f. 717-01 Mobilization (1) Ls 730-01.02 Removal Of Signal Equipment 1.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 8.000 Each 730-03.20 Install Pull Box (Type a) 6.000 Each 730-03.21 Install Pull Box (Type b) 12.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-08.02 Signal Cable - 5 Conductor 1,835.000 l.f. 730-08.03 Signal Cable - 7 Conductor 2,485.000 l.f. 730-09.20 Span Wire Assembly 540.000 l.f. 730-10.01 Tether Wire Assembly - 1/4" Diameter 540.000 l.f. 730-12.01 Conduit 1" Diameter (Pvc) 1,615.000 l.f. (12)730-12.02 Conduit 2" Diameter (Pvc) 430.000 l.f. 802-02.37 Cuttings: Alnus Serrulata (18in-24in) 1,089.000 Each 802-11.02 Acer Rubrum (Red Maple 2-5ft Cntnr Grwn) 944.000 Each 802-11.08 Carya Glabra (Pignut Hickory 2-5ft Cntnr Grwn) 345.000 Each 802-11.12 Cornus Florida (Flowering Dogwood 2-5ft Cntnr Grwn) 345.000 Each 802-11.21 Nyssa Sylvatica (Blckgum 2-5ft Cntnr Grwn) 345.000 Each 802-11.28 Prunus Serotina (Black Cherry 2-5ft Cntnr Grwn) 345.000 Each 802-11.29 Quercus Alba (White Oak 2-5ft Cntnr Grwn) 950.000 Each 802-11.45 Carpinus Caroliniana (American Hornbeam 2-5ft Container Gr) 599.000 Each 802-12.63 Hamamelis Virginiana (American Witchhazel Seedling b.r.) 533.000 Each 802-13.15 Physocarpus Opulifolius (Ninebark) 2-5ft c.g. 533.000 Each 802-13.16 Corylus Americana (Hazelnut) 2-5ft c.g. 540.000 Each 802-13.63 Vaccinium Stamineum (Deerberry Sdlng b.r.) 540.000 Each 803-01 Sodding (New Sod) 28,639.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 91,735.000 s.y. 805-12.03 Erosion Control Blanket (Type Iii) 16,665.000 s.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 6,280.000 s.y. 806-02.03 Project Mowing 12.000 Cycl 930-08.26 Loading Test (Soil Nails) 103.000 Each 201-05.31 Vegetation Removal (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Br. No. 18-Sr028-30.50) (1) Ls 204-02.01 Dry Excavation (Bridges) 522.000 c.y. 204-05.01 Core Drilling And Sampling 550.000 l.f. 204-06.01 Flowable Fill (General) 5.000 c.y. 204-14 Core Drilling For Piles(Rock) 123.000 l.f. 204-15 Core Drilling For Piles(Soil) 45.000 l.f. (13)209-08.02 Temporary Silt Fence (With Backing) 300.000 l.f. 802-02.37 Cuttings: Alnus Serrulata (18in-24in) 1,089.000 Each 802-11.02 Acer Rubrum (Red Maple 2-5ft Cntnr Grwn) 944.000 Each 802-11.08 Carya Glabra (Pignut Hickory 2-5ft Cntnr Grwn) 345.000 Each 802-11.12 Cornus Florida (Flowering Dogwood 2-5ft Cntnr Grwn) 345.000 Each 802-11.21 Nyssa Sylvatica (Blckgum 2-5ft Cntnr Grwn) 345.000 Each 802-11.28 Prunus Serotina (Black Cherry 2-5ft Cntnr Grwn) 345.000 Each 802-11.29 Quercus Alba (White Oak 2-5ft Cntnr Grwn) 950.000 Each 802-11.45 Carpinus Caroliniana (American Hornbeam 2-5ft Container Gr) 599.000 Each 802-12.63 Hamamelis Virginiana (American Witchhazel Seedling b.r.) 533.000 Each 802-13.15 Physocarpus Opulifolius (Ninebark) 2-5ft c.g. 533.000 Each 802-13.16 Corylus Americana (Hazelnut) 2-5ft c.g. 540.000 Each 802-13.63 Vaccinium Stamineum (Deerberry Sdlng b.r.) 540.000 Each 803-01 Sodding (New Sod) 28,639.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 91,735.000 s.y. 805-12.03 Erosion Control Blanket (Type Iii) 16,665.000 s.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 6,280.000 s.y. 806-02.03 Project Mowing 12.000 Cycl 930-08.26 Loading Test (Soil Nails) 103.000 Each 201-05.31 Vegetation Removal (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Br. No. 18-Sr028-30.50) (1) Ls 204-02.01 Dry Excavation (Bridges) 522.000 c.y. 204-05.01 Core Drilling And Sampling 550.000 l.f. 204-06.01 Flowable Fill (General) 5.000 c.y. 204-14 Core Drilling For Piles(Rock) 123.000 l.f. 204-15 Core Drilling For Piles(Soil) 45.000 l.f. (14)209-08.02 Temporary Silt Fence (With Backing) 300.000 l.f. 802-02.37 Cuttings: Alnus Serrulata (18in-24in) 1,089.000 Each 802-11.02 Acer Rubrum (Red Maple 2-5ft Cntnr Grwn) 944.000 Each 802-11.08 Carya Glabra (Pignut Hickory 2-5ft Cntnr Grwn) 345.000 Each 802-11.12 Cornus Florida (Flowering Dogwood 2-5ft Cntnr Grwn) 345.000 Each 802-11.21 Nyssa Sylvatica (Blckgum 2-5ft Cntnr Grwn) 345.000 Each 802-11.28 Prunus Serotina (Black Cherry 2-5ft Cntnr Grwn) 345.000 Each 802-11.29 Quercus Alba (White Oak 2-5ft Cntnr Grwn) 950.000 Each 802-11.45 Carpinus Caroliniana (American Hornbeam 2-5ft Container Gr) 599.000 Each 802-12.63 Hamamelis Virginiana (American Witchhazel Seedling b.r.) 533.000 Each 802-13.15 Physocarpus Opulifolius (Ninebark) 2-5ft c.g. 533.000 Each 802-13.16 Corylus Americana (Hazelnut) 2-5ft c.g. 540.000 Each 802-13.63 Vaccinium Stamineum (Deerberry Sdlng b.r.) 540.000 Each 803-01 Sodding (New Sod) 28,639.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 91,735.000 s.y. 805-12.03 Erosion Control Blanket (Type Iii) 16,665.000 s.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 6,280.000 s.y. 806-02.03 Project Mowing 12.000 Cycl 930-08.26 Loading Test (Soil Nails) 103.000 Each 201-05.31 Vegetation Removal (1) Ls 202-04.01 Removal Of Structures (Description, Sta.) (Br. No. 18-Sr028-30.50) (1) Ls 204-02.01 Dry Excavation (Bridges) 522.000 c.y. 204-05.01 Core Drilling And Sampling 550.000 l.f. 204-06.01 Flowable Fill (General) 5.000 c.y. 204-14 Core Drilling For Piles(Rock) 123.000 l.f. 204-15 Core Drilling For Piles(Soil) 45.000 l.f. (15)209-08.02 Temporary Silt Fence (With Backing) 300.000 l.f. 303-01.02 Granular Backfill (Bridges) 75.000 Ton 602-04.01 Steel Structures (Location & Description) (Welded Plate Girder, 118" Web) (1) Ls 604-02.03 Epoxy Coated Reinforcing Steel 1,316,986.000 Lb. 604-03.01 Class a Concrete (Bridges) 2,700.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 576,044.000 Lb. 604-03.04 Pavement @ Bridge Ends 431.000 s.y. 604-03.32 Class Ds Concrete 3,665.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 6,238.000 s.y. 604-04.03 Bridge End Drains(2'x8') 2.000 Each 604-04.41 Three Star State Emblem 3.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 13,284.000 s.y. 604-10.05 Concrete 103.000 s.f. 604-10.24 Jacking Concrete Spans (1) Ls 604-10.54 Concrete Repairs 262.000 s.f. 604-10.58 Epoxy Injection (Injection) 2.000 Gal. 604-10.62 Epoxy Injection Repair (Complete And In Place) 30.000 l.f. 604-10.83 Composite Fiber Encasement 56.000 s.f. 604-11.01 Expansion Device (Description) (At Abutment No. 1) 83.000 l.f. 604-11.02 Expansion Device (Description) (At Abutment No. 2) 84.000 l.f. 606-03.03 Steel Piles (12 Inch) 3,954.000 l.f. 606-03.06 Pile Tips (Steel Piles, 12 Inch) 100.000 Each 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 2,954.000 l.f. 621-05.02 Temporary Shoring (1) Ls 625-01.11 Camera Inspection - Drilled Shaft (Underwater) 8.000 Each 625-02.01 Drilled Shaft-Soil (Dia.) (10'-0" Dia.) 69.000 v.f. 625-02.13 Drilled Shaft-Rock (Dia.) (9'-6" Dia./10'-0" Dia.) 321.000 v.f. 625-02.25 Drilled Shaft Casing-Permanent (Dia.) (10'-0" Inside Dia.) (16)94.000 v.f. 625-02.40 Drilled Shaft (Sh-Scc) Concrete 1,049.000 c.y. 625-02.44 Drilled Shaft Reinforcing Steel 201,331.000 Lb. 710-09.01 6" Perforated Pipe With Vertical Drain System 262.000 l.f. 710-09.02 6" Pipe Underdrain 68.000 l.f. 711-05.74 Conc Median Barr Sing Slope (Std-1-3ss) 1,473.000 l.f. 712-01 Traffic Control (1) Ls 712-04.01 Flexible Drums (Channelizing) 10.000 Each 712-06 Signs (Construction) 144.000 s.f. 713-16.04 Changeable Message Sign Unit (Descript) (See Plans) 2.000 Each 717-01 Mobilization (1) Ls 740-11.02 Temporary Sediment Tube 12in 200.000 l.f. 790-01.05 Pole 30ft Class 6 Wood 1.000 Each 790-03.03 Pole 40ft Class 4 Wood 10.000 Each 790-04.02 Pole 45ft Class 2 Wood 9.000 Each 790-04.03 Pole 45ft Class 3 Wood 6.000 Each 790-05.02 Pole 50ft Class 2 Wood 8.000 Each 790-05.03 Pole 50ft Class 3 Wood 10.000 Each 790-05.08 Pole 50ft Class h2 Metal 12.000 Each 790-06.02 Pole 55ft Class 2 Wood 2.000 Each 790-06.03 Pole 55ft Class 3 Wood 3.000 Each 790-06.08 Pole 55ft Class h2 Metal 3.000 Each 790-07.02 Pole 60ft Class 2 Wood 2.000 Each 790-07.08 Pole 60ft Class h2 Metal 1.000 Each 790-08.01 Pole 65ft Class 2 Wood 1.000 Each 790-09.05 Pole 70ft Class h2 Metal 1.000 Each 790-22.11 1ph Dde Angle 25kv 1.000 Each 790-22.13 1ph Dead End 25kv 1.000 Each 790-22.15 1ph Dead End Tap w/ Extension 25kv 3.000 Each (17)790-22.16 1ph Dde Tangent 25kv 2.000 Each 625-02.40 Drilled Shaft (Sh-Scc) Concrete 1,049.000 c.y. 625-02.44 Drilled Shaft Reinforcing Steel 201,331.000 Lb. 710-09.01 6" Perforated Pipe With Vertical Drain System 262.000 l.f. 710-09.02 6" Pipe Underdrain 68.000 l.f. 711-05.74 Conc Median Barr Sing Slope (Std-1-3ss) 1,473.000 l.f. 712-01 Traffic Control (1) Ls 712-04.01 Flexible Drums (Channelizing) 10.000 Each 712-06 Signs (Construction) 144.000 s.f. 713-16.04 Changeable Message Sign Unit (Descript) (See Plans) 2.000 Each 717-01 Mobilization (1) Ls 740-11.02 Temporary Sediment Tube 12in 200.000 l.f. 790-01.05 Pole 30ft Class 6 Wood 1.000 Each 790-03.03 Pole 40ft Class 4 Wood 10.000 Each 790-04.02 Pole 45ft Class 2 Wood 9.000 Each 790-04.03 Pole 45ft Class 3 Wood 6.000 Each 790-05.02 Pole 50ft Class 2 Wood 8.000 Each 790-05.03 Pole 50ft Class 3 Wood 10.000 Each 790-05.08 Pole 50ft Class h2 Metal 12.000 Each 790-06.02 Pole 55ft Class 2 Wood 2.000 Each 790-06.03 Pole 55ft Class 3 Wood 3.000 Each 790-06.08 Pole 55ft Class h2 Metal 3.000 Each 790-07.02 Pole 60ft Class 2 Wood 2.000 Each 790-07.08 Pole 60ft Class h2 Metal 1.000 Each 790-08.01 Pole 65ft Class 2 Wood 1.000 Each 790-09.05 Pole 70ft Class h2 Metal 1.000 Each 790-22.11 1ph Dde Angle 25kv 1.000 Each 790-22.13 1ph Dead End 25kv 1.000 Each 790-22.15 1ph Dead End Tap w/ Extension 25kv 3.000 Each (18)790-22.16 1ph Dde Tangent 25kv 2.000 Each 790-40.03 Oh Cond 1/0 6/1 Acsr Raven 24,330.000 l.f. 790-40.42 Oh Cond 336.4 19 Aac Tulip 26,699.000 l.f. 790-41.13 Ug Pri Cond 1/0 Al 25kv 1,431.000 l.f. 790-41.47 Ug Sec Cond 2/0 Al Tplx 104.000 l.f. 790-41.49 Ug Sec Cond 4/0 Al Tplx 68.000 l.f. 790-41.58 Ug Sec Cond 4/0 Al Qplx 166.000 l.f. 790-43.59 Secondary Riser (Description) (For Services) 5.000 Each 790-43.60 Primary Riser (Description) (3ph w/Conduit) 3.000 Each 790-46.02 1ph Transformer Conv w/Pole Mtd Fuse & La 7.000 Each 790-46.03 1ph Transformer Conv w/Xarm Mtd Fuse & La 12.000 Each 790-47.02 2ph Xfmr Bnk Pole Mtd w/ Fuse/Arresters 3.000 Each 790-49.02 3ph Xfmr Bnk Pole Mtd w/ Fuse/Arresters 1.000 Each 790-52.01 1.5kva 1ph Oh Xformer 7.2kv 120/240 1.000 Each 790-52.03 10kva 1ph Oh Xformer 7.2kv 120/240 7.000 Each 790-52.05 15kva 1ph Oh Xformer 7.2kv Dual Voltage 12.000 Each 790-52.08 25kva 1ph Oh Xformer 7.2kv Dual Voltage 5.000 Each 790-52.12 50kva 1ph Oh Xformer 7.2kv Dual Voltage 2.000 Each 790-61.01 1ph Fuse Cutout Xarm Mount 25kv 1.000 Each 790-61.03 1ph Sectionalizers Or Recloser 25kv 1.000 Each 790-61.10 3ph Sectlr Or Recl w/ Bypass Sw 25kv 1.000 Each 790-62.03 1ph Hydr Recl 50a Cont 1250a Int 15kv 1.000 Each 790-62.11 3ph Hydr Recl 100a Cont 2000a Int 15kv 1.000 Each 790-64.01 Sec Mtg 1ph 120/240 Volts 1.000 Each 790-65.16 3ph Capacitor Assembly Switched 15kv 1.000 Each 790-69.09 Gnd-Assy Gnd Rod With Aluminum 51.000 Each 790-69.32 Arm Pin 1.000 Each 790-70.10 Flood Light 3.000 Each 790-70.22 Street Light (Description) (70w Led) 8.000 Each (19)790-98.01 Remove Wire 73,163.000 l.f. 790-98.02 Remove Poles 82.000 Each 790-98.03 Remove Framing/Associated Apparatus 600.000 Each 791-01.04 4in Steel Gas Main 95.000 l.f. 791-01.06 8in Steel Gas Main 5,080.000 l.f. 791-01.09 (__)In Steel Gas Main (1in) 3,020.000 l.f. 791-04.22 Hdd 4in Steel Pipe - Unconsolidated 130.000 l.f. 791-04.24 Hdd 8in Steel Pipe - Unconsolidated 220.000 l.f. 791-06.32 Connect To 4in Ex. Stl Main w/ Stopple 4.000 Each 791-06.38 Connect To __In Ex. Stl Main w/ Stopple (1in) 2.000 Each 791-07.10 4in Steel Gas Valve Assembly 2.000 Each 791-07.12 8in Steel Gas Valve Assembly 2.000 Each 791-07.21 Excess Flow Valve (Efv) 16.000 Each 791-08.02 3/4in Service Assembly 16.000 Each 791-08.12 3/4in Steel Service Pipe 565.000 l.f. 791-08.22 Hdd 3/4in Steel Service Pipe 360.000 l.f. 791-08.23 Hdd 1in Steel Service Pipe 60.000 l.f. 791-08.41 Gas Main Removal 1,115.000 l.f. 791-10.01 Retire In Place 3/4in Serv Cut & Plug 16.000 Each 791-10.10 Retire Gas Main (1) Ls 793-01.01 Pole 30ft Class 4 Wood 4.000 Each 793-01.02 Pole 30ft Class 5 Wood 1.000 Each 793-01.07 Pole 35ft Class 4 Wood 2.000 Each 793-01.12 Pole 40ft Class 4 Wood 2.000 Each 793-01.40 Anchor 3/4in 34.000 Each 793-01.99 Install Pole Number 17.000 Each 793-02.08 Guy Wire 10m Or 3/8in 38.000 Each 793-02.92 Overhead Guy Wire (Description) (3/8in) 3.000 Each 793-02.99 Install Guy Guard 36.000 Each 793-03.01 25 Pair Group Aerial Splice 406.000 Each (20)793-03.03 10m Strand 10,344.000 l.f. 793-03.12 50 Pair Cable 588.000 l.f. 793-03.14 100 Pair Cable 702.000 l.f. 793-03.15 150 Paircable 1,962.000 l.f. 793-03.40 Install Strand Bond 40.000 Each 793-04.01 Relash/Delash Cable 2,094.000 l.f. 793-04.06 Ready Access Closure 7.000 Each 793-04.07 Aerial Splice Closure 25.000 Each 793-04.21 3 Pair Aerial Drop 956.000 l.f. 793-04.25 Hot Splice Existing Cables 337.000 Each 793-07.01 12 Fiber (Material Only) 3,826.000 l.f. 793-07.02 24 Fiber(Material Only) 7,090.000 l.f. 793-07.03 36 Fiber(Material Only) 1,650.000 l.f. 793-07.04 48 Fiber(Material Only) 10,412.000 l.f. 793-07.05 96 Fiber(Material Only) 6,172.000 l.f. 793-07.07 144 Fiber(Material Only) 3,372.000 l.f. 793-07.09 216 Fiber(Material Only) 1,750.000 l.f. 793-07.12 432 Fiber(Material Only) 1,304.000 l.f. 793-07.16 12-96 Fiber(Installation Only) 12,822.000 l.f. 793-07.17 108-144 Fiber(Installation Only) 658.000 l.f. 793-07.25 Single Fiber Optic Cable Splice 885.000 Each 793-07.31 Single Fiber Aerial Drop 2,000.000 l.f. 793-07.90 Install Fiber Storage Bracket 6.000 Each 793-10.02 Buried Cable @ 36in Depth 11,538.000 l.f. 793-10.08 Buried Cable @___In Depth 3,258.000 l.f. 793-11.08 10in Pedestal 17.000 Each 793-11.10 12in Pedestal 5.000 Each 793-11.13 Buried Riser Guard 42.000 Each 793-11.24 Handhole 36inx60inx36in 2.000 Each 793-11.36 3 Pair Buried Drop 420.000 l.f. (21)793-11.50 Rearrange Existing Splice Case 10.000 Each 793-11.51 Rearrange Working Fiber Splice 773.000 Each 793-12.02 Rearrangement Existing Cable 4.000 Each 793-12.07 400 Pair Ug Cable 40.000 l.f. 793-12.18 Ug Cable(Description) (Sebo(12) 490.000 l.f. 793-13.09 2in Schedule 40 Pvc 40.000 l.f. 793-13.10 3in Schedule 40 Pvc 80.000 l.f. 793-15.01 Transfer Cable Attachment 24.000 Each 793-15.02 Transfer Drop Attachment 25.000 Each 793-15.04 Transfer Down Guy Attachment 1.000 Each 793-15.06 Carrier Site Preparation 1.000 Each 793-15.07 Pad Mounted Carrier 1.000 Each 793-16.02 Directional Bore 2in/Flex Sleeve 6,138.000 l.f. 793-16.03 Directional Bore 3in/Flex Sleeve 820.000 l.f. 793-98.01 Remove Aerial Cable And Wire 25,171.000 l.f. 793-98.04 Remove Poles All Sizes 77.000 Each 793-98.06 Remove Pedestals 23.000 Each 793-98.08 Remove Anchor (Any Size) 43.000 Each 793-98.09 Remove Down Guy 62.000 Each 793-98.21 Trim Utility Right-Of-Way 450.000 l.f. 795-01.01 4in Dip Restrained Joint Water Line 400.000 l.f. 795-01.03 6in Dip Restrained Joint Water Line 248.000 l.f. 795-01.09 12in Dip Restrained Joint Water Line 121.000 l.f. 795-03.02 2in Pvc Water Line 7,039.000 l.f. 795-03.04 4in Pvc Water Line 3,517.000 l.f. 795-03.05 6in Pvc Water Line 7,756.000 l.f. 795-03.08 12in Pvc Water Line 875.000 l.f. 795-05.63 Bore/Jack 12in Steel Casing Pipe-Uncon. 75.000 l.f. 795-05.77 Bore/Jack 12in Steel Casing Pipe-Rock. 190.000 l.f. 795-06.03 Connect To 4in Water Line 6.000 Each (22)795-06.04 Connect To 6in Water Line 10.000 Each 795-06.07 Connect To 12in Water Line 3.000 Each 795-07.01 4in x 4in Tapping Sleeve And Valve 5.000 Each 795-07.03 6in x 6in Tapping Sleeve And Valve 7.000 Each 795-07.15 12in x 12in Tapping Sleeve And Valve 1.000 Each 795-07.30 Insertion Valve (4in) 2.000 Each 795-07.31 Insertion Valve (6in) 5.000 Each 795-08.01 2in Gate Valve Assembly 8.000 Each 795-08.03 4in Gate Valve Assembly 8.000 Each 795-08.04 6in Gate Valve Assembly 11.000 Each 795-08.09 12in Gate Valve Assembly 3.000 Each 795-09.01 3/4in Water Service Meter Assembly 16.000 Each 795-09.02 1in Water Service Meter Assembly 2.000 Each 795-09.09 Relocate/Reconnect Service Assembly 19.000 Each 795-09.10 Sample Tap 10.000 Each 795-09.19 3/4in Pvc Service Pipe 444.000 l.f. 795-09.20 1in Pvc Service Pipe 1,893.000 l.f. 795-10.03 1in Auto Air Release Valve Assembly 4.000 Each 795-11.01 Blow-Off Assembly 6.000 Each 795-11.02 Fire Hydrant Assembly 1.000 Each 795-12.03 Pipe Grouting (1) Ls 795-13.01 Di Fittings 1,000.000 Lb. 795-13.05 Creek Crossing (Description) (#1) (1) Ls 795-13.06 Creek Crossing (Description) (#2) (1) Ls 795-13.07 Creek Crossing (Description) (#3) (1) Ls 795-14.08 Restore Asphalt 20.000 s.y. 795-14.09 Restore Concrete 10.000 s.y. 795-14.10 Restore Gravel 5.000 s.y. 795-15.01 8in Steel Casing Pipe Open Cut Method 265.000 l.f. 795-15.02 12in Steel Casing Pipe Open Cut Method 480.000 l.f. (23)795-15.03 14in Steel Casing Pipe Open Cut Method 208.000 l.f. 795-15.05 20in Steel Casing Pipe Open Cut Method 108.000 l.f. (24)795-30.08 2in Hdpe Casing Open Cut 50.000 l.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.