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Last Updated | 06/29/2020 05:23 AM |
Project Title | The Grading, Drainage, Bridges, Retaining Walls and Paving on I-24 at the Interchanges |
Physical Address | View project details and contacts |
City, State (County) | TN (Hamilton County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The grading, drainage, bridges, retaining walls and paving on I-24 at the interchanges of U.S. 11 (U.S. 41, U.S. 72, S.R. 2, Broad Street) and S.R. 58 (Market Street) in Chattanooga, including signals and lighting. 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 4,960.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-01.57 Removal Of Structures & Obstructions (Description) (Cb, Mh & Wingwall) (1) Ls 202-01.58 Removal Of Structures & Obstructions (Description) (Pipes) (1) Ls 202-03 Removal Of Rigid Pavement, Sidewalk, Etc. 8,306.000 s.y. 202-03.01 Removal Of Asphalt Pavement 4,738.000 s.y. 203-01 Road & Drainage Excavation (Unclassified) 43,874.000 c.y. 203-01.60 Road & Drainage Excavation (Description) (Foundry Sand) 22,632.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 8,300.000 Ton 203-03 Borrow Excavation (Unclassified) 93,343.000 c.y. 203-06 Water 1,245.000 m.g. 203-07 Furnishing & Spreading Topsoil 7,514.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 54.000 c.y. 209-02.05 12" Temporary Slope Drain 1,681.000 l.f. 209-05 Sediment Removal 1,038.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 2,088.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 19,744.000 l.f. 209-08.07 Rock Check Dam Per 41.000 Each 209-08.08 Enhanced Rock Check Dam 20.000 Each 209-09.01 Sandbags 12.000 Bag 209-09.03 Sediment Filter Bag (15' x 15') 4.000 Each 209-09.41 Curb Inlet Protection (Type 2) 108.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 50.000 s.y. 209-40.30 Catch Basin Protection (Type a) 13.000 Each 209-40.33 Catch Basin Protection (Type d) 43.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 7.000 Each 209-40.42 Catch Basin Filter Assembly(Type 2) 3.000 Each 209-40.46 Catch Basin Filter Assembly(Type 6) 68.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 4.000 Each 303-01 Mineral Aggregate, Type a Base, Grading d 26,760.000 Ton 303-01.01 Granular Backfill (Roadway) 130.000 Ton 303-10.01 Mineral Aggregate (Size 57) 139.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 1,342.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 2,336.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 1,414.000 Ton 313-03 Treated Permeable Base 30,024.000 s.y. 402-01 Bituminous Material For Prime Coat (Pc) 60.030 Ton 402-02 Aggregate For Cover Material (Pc) 215.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 30.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 5,210.000 l.f. 411-02.10 Acs Mix(Pg70-22) Grading d 3,569.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 1.000 l.m. 415-01.01 Cold Planing Bituminous Pavement 3,656.000 Ton 501-01.03 Portland Cement Concrete Pavement (Plain) 10" 28,774.000 s.y. 502-04.01 Sawing Concrete Pavement (Full Depth) 780.000 l.f. 604-07.01 Retaining Wall (Description) (Wall 1) 1,463.000 s.f. 604-07.02 Retaining Wall (Description) (Wall 2) 1,225.000 s.f. 604-07.03 Retaining Wall (Description) (Wall 2a) 442.000 s.f. 604-07.04 Retaining Wall (Description) (Wall 2b) 5,450.000 s.f. 604-07.05 Retaining Wall (Description) (Wall 3) 4,690.000 s.f. 604-07.06 Retaining Wall (Description) (Wall 4) 1,143.000 s.f. 604-07.07 Retaining Wall (Description) (Wall 5) 106.000 s.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 4,940.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,220.000 l.f. 607-05.05 24" Concrete Pipe Culvert(Class Iv)Jackedin-Place 586.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 662.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 22.000 l.f. 610-07.03 18" Pipe Drain (Bridge Drain) 40.000 l.f. 611-01.20 Adjustment Of Existing Manhole 3.000 Each 611-02.10 Junction Box, Type 1 3.000 Each 611-02.11 Junction Box, Type 2 2.000 Each 611-05.01 Trench Drains 103.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 15.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 663.000 Lb. 611-07.59 24in Endwall (Cross Drain) 6:1 3.000 Each 611-09.03 Capping Existing Catchbasin 9.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 20.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 25.000 Each 611-14.02 Catch Basins, Type 14, > 4' - 8' Depth 4.000 Each 611-38.01 Catch Basins, Type 38, 0' - 4' Depth 1.000 Each 611-41.01 Catch Basins, Type 41, 0' - 4' Depth 9.000 Each 611-41.02 Catch Basins, Type 41, > 4' - 8' Depth 9.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 3.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 4.000 Each 611-42.04 Catch Basins, Type 42, > 12' - 16' Depth 1.000 Each 611-45.02 Catch Basins, Type 45, > 4' - 8' Depth 1.000 Each 701-01.01 Concrete Sidewalk (4 ") 36,936.000 s.f. 701-02.03 Concrete Curb Ramp 3,876.000 s.f. 701-03 Concrete Median Pavement 138.000 c.y. 702-01 Concrete Curb 16.000 c.y. 702-03 Concrete Combined Curb & Gutter 535.000 c.y. 703-01 Portland Cement Concrete Ditch Paving 76.000 c.y. 705-06.01 w Beam Gr (Type 2) Mash Tl3 3,863.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl3 5.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 7.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 6.000 Each 705-08.13 Permanent Impact Attenuator Nchrp350 Tl-3 2.000 Each 705-20.25 Temporary Crash Cushion (Mash Tl-3) 20.000 Each 706-01 Guardrail Removed 4,483.000 l.f. 706-10.80 Michigan And Modified Michigan End Shoe 5.000 Each 707-01.11 Chain Link Fence (6 Foot) 5,748.000 l.f. 707-01.12 End & Corner Post Assembly(Chain-Link Fence 6') 44.000 Each 707-01.13 Gate - Chain-Link Fence-6 Foot (Description) (6 Ft Width) 2.000 Each 707-01.14 Gate - Chain-Link Fence-6 Foot (Description) (12 Ft Width) 4.000 Each 707-06.01 Removal Of Fence (Description) (6' Chain Link) 7,291.000 l.f. 707-06.02 Removal Of Gate (Description) (Chain Link Fence 6') 6.000 Each 707-08.11 High-Visibility Construction Fence 2,000.000 l.f. 707-11.01 Pedestrian Construction Barrier Fence 345.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 13.000 Each 709-01.01 Rubble Stone Rip-Rap 3.000 c.y. 709-05.05 Machined Rip-Rap (Class a-3) 778.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 459.000 Ton 709-05.08 Machined Rip-Rap (Class b) 343.000 Ton 710-02 Aggregate Underdrains (With Pipe) 10,053.000 l.f. 710-05 Lateral Underdrain 1,100.000 l.f. 710-06.12 Lateral Underdrain Endwall (3:1) 15.000 Each 710-06.13 Lateral Underdrain Endwall (4:1) 3.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 17.000 Each 710-09.13 Settlement Plates 4.000 Each 711-05.70 32in Single Slope Concrete Barrier Wall 3,962.000 l.f. 711-05.71 51in Single Slope Concrete Barrier Wall 210.000 l.f. 711-05.72 Single Slope Half Concrete Barrier Wall 1,301.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 15,545.000 l.f. 712-04.01 Flexible Drums (Channelizing) 100.000 Each 712-04.10 Temporary Flexible Tubular Delineator 32.000 Each 712-05.01 Warning Lights (Type a) 18.000 Each 712-06 Signs (Construction) 1,573.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 727.000 l.f. 712-08.03 Arrow Board (Type c) 8.000 Each 712-08.10 Mobile Message Sign Unit w/Attenuator 3,000.000 Hour 712-09.02 Removable Pavement Marking (8" Barrier Line) 1,075.000 l.f. 712-09.03 Removable Pavement Marking(Channelizing Striping) 16.000 s.y. 712-09.08 Removable Pavement Marking (6" Line) 4,190.000 l.f. 712-12.10 Temporary Curb w/Flexible Delineator 4,550.000 l.f. 713-01.01 Class a Concrete (Foundation For Sign Supports) 3.000 c.y. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 902.000 Lb. 713-02.26 Concrete Barrier/Parapet Delineator 120.000 Each 713-02.40 Median Barrier Milepost 3.000 Each 713-06 Steel i-Beams & Wf-Beams(Breakaway) Sign Support 2,226.000 Lb. 713-09.01 Steel Overhead Sign Structure (Span) (Span 60'-0") 1.000 Each 713-09.02 Steel Overhead Sign Structure (Span) (Span 95'-0") 1.000 Each 713-09.03 Steel Overhead Sign Structure (Span) (Span 77'-2") 1.000 Each 713-09.04 Steel Overhead Sign Structure (Span) (Span 76'-6") 1.000 Each 713-09.05 Steel Overhead Sign Structure (Span) (Span 74'-0") 1.000 Each 713-09.06 Steel Overhead Sign Structure (Span) (Span 52'-1") 1.000 Each 713-09.07 Steel Overhead Sign Structure (Span) (Span 44'-0") 1.000 Each 713-09.08 Steel Overhead Sign Structure (Span) (Span 44'-0") 1.000 Each 713-09.09 Steel Overhead Sign Structure (Span) (Span 80'-0") 1.000 Each 713-09.10 Steel Overhead Sign Structure (Span) (Span 64'-0") 1.000 Each 713-11.02 Perforated/Knockout Square Tube Post 4,478.000 Lb. 713-11.21 p Post Slip Base 11.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 233.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 434.000 s.f. 713-14 Extruded Aluminum Panel Signs 4,051.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.35 Metal Barricade (Type Iii) 2.000 Each 713-15.36 Remove Sign, Support & Footing 8.000 Each 713-16.01 Changeable Message Sign Unit 8.000 Each 713-16.07 End Of Roadway Sign And Support 2.000 Each 713-17.02 Install Auxiliary Support For Exit Number Panel 14.000 Each 714-01 Structural Lighting (1) Ls 714-01.65 Exterior Lighting Complete (Remove & Reinstall Tennessee Riverwalk Lighting) (1) Ls 714-03.01 Direct Burial Conduit (2" Pvc, Schedule 40) 6,961.000 l.f. 714-03.03 Direct Burial Conduit (Description) (2" Pvc, Schedule 80) 1,272.000 l.f. 714-04.03 Conduit (Description) (2" Pvc, Jacked Or Bored) 1,007.000 l.f. 714-05.03 Pull Boxes (Type b) 52.000 Each 714-05.45 Remove & Relocate Utility Pole (1) Ls 714-06.05 Cable (1/c # 6 Awg) 3,268.000 l.f. 714-06.06 Cable (1/c # 4 Awg) 15,254.000 l.f. 714-06.07 Cable (1/c # 2 Awg) 5,450.000 l.f. 714-06.08 Cable (Description) (#4 Awg Ground Wire Insulated Solid Copper) 4,920.000 l.f. 714-06.09 Cable (Description) (#6 Awg Ground Wire Insulated Solid Copper) 9,580.000 l.f. 714-08.06 Light Standards (Steel) 19.000 Each 714-08.09 Light Standards (Description) (High-Mast, 100 Ft) 3.000 Each 714-08.10 Light Standards (Description) (Steel Lighting Pole Bridge Mounted) 1.000 Each 714-08.11 Light Standards (Description) (Steel Lighting Pole Wall Mounted) 3.000 Each 714-08.20 Foundation (Only) For Light Standard 19.000 Each 714-08.34 Removal Of Light Standard 20.000 Each 714-08.46 Foundation (Only) For High Mast Light Standard 3.000 Each 714-09.09 Luminaires (Description) (210 Watt Led) 24.000 Each 714-09.10 Luminaires (Description) (252 Watt Led - High Mast) 24.000 Each 714-09.11 Luminaires (Description) (376 Watt Led) 5.000 Each 714-09.12 Luminaires (Description) (39 Watt Led - Underpass) 4.000 Each 714-12.01 Control Center (No. 1) (1) Ls 714-12.02 Control Center (No. 2) (1) Ls 714-25 Electrical Connection 2.000 Each 716-01.06 Temporary Raised Pavement Marker,White 1,337.000 Each 716-01.07 Temporary Raised Pavement Marker,Yellow 612.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 21.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 88.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 407.000 Each 716-02.03 Plastic Pavement Marking (Cross-Walk) 877.000 l.f. 716-02.04 Plastic Pavement Marking(Channelization Striping) 104.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 453.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 31.000 Each 716-02.07 Plastic Pavement Marking (24" Barrier Line) 408.000 l.f. 716-02.11 Plastic Pavement Marking (6" Dotted Line) 2,763.000 l.f. 716-03.01 Plastic Word Pavement Marking (Only) 14.000 Each 716-04.13 Plastic Pavement Marking (Bikelane Symbol & Arrow) 12.000 Each 716-04.15 Plastic Pavement Marking-Bike Symbol/Arrow Shared 1.000 Each 716-05.02 Painted Pavement Marking (8" Barrier Line) 45,044.000 l.f. 716-05.04 Painted Pavement Marking (Channelization Striping) 57.000 s.y. 716-05.05 Painted Pavement Marking (Stop Line) 236.000 l.f. 716-05.20 Painted Pavement Marking (6" Line) 3.000 l.m. 716-05.22 Painted Pavement Marking (Longitudinal Cross-Walk) 76.000 l.f. 716-08.01 Removal Of Pavement Marking (Line) 41,460.000 l.f. 716-08.04 Removal Of Pavement Marking (Channelization Striping) 309.000 s.y. 716-08.32 Hydroblast Removal Of Pavement Marking (Description) (Line) 32,180.000 l.f 716-08.34 Hydroblast Removal Of Pavement Marking (Description) (Channelization) 410.000 s.y. 716-12.01 Enhanced Flatline Thermo Pvmt Mrkng (4in Line) 0.250 l.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 8.000 l.m. 716-12.03 Enhanced Flatline Thermo Pvmt Mrkng (8in Barrier Line) 4,437.000 l.f. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 2,330.000 l.f. 717-01 Mobilization (1) Ls 725-20.43 Pull Box (Type c) 2.000 Each 725-20.44 Pull Box (Type d) 24.000 Each 725-20.45 Pull Box (Type e) 8.000 Each 725-20.54 Cable (1/c #8 Awg.) 102.000 l.f. 725-20.56 Cable (1/c #4 Awg.) 120.000 l.f. 725-20.71 Electrical Connection (1) Ls 725-20.96 Cctv Camera System Remove And Relocate 1.000 Each 725-21.43 Demarcation Site (Overhead Power) 1.000 Each 725-22.22 Conduit Bank (Type 2) 99.000 l.f. 725-22.24 Conduit Bank (Type 4) 6,831.000 l.f. 725-22.34 Conduit Bank Bored (Type 4) 1,343.000 l.f. 725-23.01 Its Cable Marker 34.000 Each 725-23.12 Fiber Optic Cable (48 f) 9,912.000 l.f. 725-23.21 Fiber Optic Drop Cable (12 f) 551.000 l.f. 725-23.26 Fiber Optic Closure (12 f) 1.000 Each 725-23.27 Fiber Optic Closure (Description) (48 f) 1.000 Each 725-23.28 Fiber Optic Splice Fusion 5.000 Each 725-23.31 Fiber Optic Drop Panel ( 12 f ) 2.000 Each 725-24.41 Burn-In Period (1) Ls 725-24.51 System Integration (1) Ls 725-24.55 As-Built Plans (1) Ls 30-02.08 Signal Head Assembly (130 Pole Mounted) 3.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 17.000 Each 730-02.30 Signal Head Assembly (Description) (130 a3 With Backplate) 3.000 Each 730-02.31 Signal Head Assembly (Description) (140 a1 With Backplate) 3.000 Each 730-03.21 Install Pull Box (Type b) 21.000 Each 730-03.23 Install Pull Box (Fiber Optic-Type a) 5.000 Each 730-03.24 Install Pull Box (Fiber Optic-Type b) 3.000 Each 730-05.01 Electrical Service Connection 3.000 Each 730-08.01 Signal Cable - 3 Conductor 2,085.000 l.f. 730-08.02 Signal Cable - 5 Conductor 2,930.000 l.f. 730-08.03 Signal Cable - 7 Conductor 3,100.000 l.f. 730-08.40 Interconnect Cable - Fiber Optic (Description) (24 Single Mode) 1,900.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 1,975.000 l.f. 730-12.03 Conduit 3" Diameter (Pvc) 260.000 l.f. 730-12.08 Conduit 2" Diameter (Rgs) 670.000 l.f. 730-12.09 Conduit 3" Diameter (Rgs) 570.000 l.f. 730-13.02 Vehicle Detector (Video) 3.000 Each 730-13.07 Vehicle Detector (Siren Activated Priority Control) 9.000 Each 730-15.32 Cabinet (Eight Phase Base Mounted) 3.000 Each 730-16.02 Eight Phase Actuated Controller 3.000 Each 730-23.30 Pedestal Pole (Description) (10 Feet) 12.000 Each 730-23.31 Pedestal Pole (Description) (16 Feet) 3.000 Each 730-23.36 Cantilever Signal Support (Description) (2 @ 64' & 53') 1.000 Each 730-23.37 Cantilever Signal Support (Description) (2 @ 40' & 52') 1.000 Each 730-23.38 Cantilever Signal Support (Description) (2 @ 62' & 58') 1.000 Each 730-23.39 Cantilever Signal Support (Description) (1 Arm @ 57') 1.000 Each 730-23.88 Cantilever Signal Support (1 Arm @ 45') 1.000 Each 730-23.96 Cantilever Signal Support (Description) (1 Arm @ 78') 1.000 Each 730-26.05 Countdown Pedestrian Signal 4.000 Each 730-26.11 Countdown Ped Sgnl Head w/Audible Push Button & 15in Sign 18.000 Each 730-40 Temporary Traffic Signal System 3.000 Each 740-06.01 Geomembrane 986.000 s.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 2,562.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 1,560.000 s.y. 740-11.03 Temporary Sediment Tube 18in 60.000 l.f. 740-11.04 Temporary Sediment Tube 20in 18,822.000 l.f. 740-11.06 Temporary Sediment Tube Check Dam 28.000 Each 793-16.21 Adjust Manhole Lid 12.000 Each 795-51.01 Bollard 8.000 Each 801-01 Seeding (With Mulch) 22.000 Unit 801-01.07 Temporary Seeding (With Mulch) 603.000 Unit 801-03 Water (Seeding & Sodding) 698.000 m.g. 801-06.10 Shredded Hardwood Mulch(Landscaping) 11,042.000 c.y. 803-01 Sodding (New Sod) 63,978.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 21,700.000 s.y. 202-04.02 Removal Of Structures (Description, Sta.) (Br. Loc. No. 33-i24-7.60) (1) Ls 204-02.01 Dry Excavation (Bridges) 1,974.000 c.y. 303-01.02 Granular Backfill (Bridges) 2,115.000 Ton 604-02.03 Epoxy Coated Reinforcing Steel 235,866.000 Lb. 604-03.01 Class a Concrete (Bridges) 1,117.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 113,548.000 Lb. 604-03.04 Pavement @ Bridge Ends 489.000 s.y. 604-03.32 Class Ds Concrete 457.000 c.y 604-04.01 Applied Texture Finish (New Structures) 3,021.000 s.y. 604-04.41 Three Star State Emblem 10.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 1,735.000 s.y. 606-03.03 Steel Piles (12 Inch) 3,443.000 l.f. 606-03.06 Pile Tips (Steel Piles, 12 Inch) 87.000 Each 606-04.03 Steel Piles (14 Inch) 5,212.000 l.f. 606-04.06 Pile Tips (Steel Piles, 14 Inch) 41.000 Each 615-01.03 Prestressed Concrete i-Beam (Type Iii) 958.000 l.f. 615-01.11 Prestressed Concrete Bulb Tee Beam (6" Web)(Bt-63) 830.000 l.f. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 889.000 l.f. 707-07.01 Chain-Link Fence (Bridges) 1,509.000 s.f. 709-04 Reinforced Concrete Slope Pavement 26.000 c.y. 710-09.01 6" Perforated Pipe With Vertical Drain System 317.000 l.f. 710-09.02 6" Pipe Underdrain 131.000 l.f |
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