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Last Updated | 08/23/2021 06:29 AM |
Project Title | Grading, Drainage, Construction of Bridges and Retaining Walls, ITS and Paving on I-65 from near S.R. 25 (Main Street) (l.m. 7.46) to near S.R. 109 (l.m. 17.12) |
Physical Address | View project details and contacts |
City, State (County) | TN (Robertson County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, Shoreline/Erosion/Drainage |
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 | 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 6,740.000 Hour 201-01.02 Clearing 9.000 Acre 202-01 Removal Of Structures And Obstructions (1) Ls 202-03 Removal Of Rigid Pavement, Sidewalk, Etc. 20,936.000 s.y. 203-01 Road & Drainage Excavation (Unclassified) 578,776.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 742,359.000 Ton 203-03 Borrow Excavation (Unclassified) 103,560.000 c.y. 203-04 Placing And Spreading Topsoil 43,699.000 c.y. 203-05 Undercutting 362,363.000 c.y. 203-06 Water 5,384.000 m.g. 203-08 Channel Excavation (Unclassified) 14.000 c.y. 204-01 Culvert Excavation (Unclassified) 40.000 c.y. 204-08 Foundation Fill Material 46.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 5,820.000 c.y. 209-03.23 Filter Sock (24 Inch) 3,649.000 l.f. 209-03.99 Protected Area Marker (White With Decal) 69.000 Each 209-05 Sediment Removal 4,250.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 118,350.000 l.f. 209-08.07 Rock Check Dam 1,034.000 Each 209-08.08 Enhanced Rock Check Dam 584.000 Each 209-09.01 Sandbags 4,890.000 Bag 209-09.04 Sediment Filter Bag(15' x 10') 15.000 Each 209-09.43 Curb Inlet Protection (Type 4) 180.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 339.000 s.y. 209-40.30 Catch Basin Protection (Type a) 103.000 Each 209-40.33 Catch Basin Protection (Type d) 48.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 3.000 Each 209-40.43 Catch Basin Filter Assembly(Type 3) 10.000 Each 209-40.44 Catch Basin Filter Assembly(Type 4) 84.000 Each 209-40.45 Catch Basin Filter Assembly(Type 5) 3.000 Each 209-65.04 Temporary In Stream Diversion 1,318.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 652,493.000 Ton 303-01.01 Granular Backfill (Roadway) 453.000 Ton 303-10.01 Mineral Aggregate (Size 57) 14,017.000 Ton 303-20.02 River Gravel 662.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 52,955.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 31,678.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 1,637.000 Ton 307-01.22 Asp. Conc. Mix(Pg76-22) (Bpmb-Hm) Gr. a-s 55,796.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 2,066.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 60.000 Ton 307-03.01 Asphalt Concrete Mix (Pg76-22) (Bpmb-Hm) Grading a 171,131.000 Ton 307-03.08 Asphalt Concrete Mix (Pg76-22) (Bpmb-Hm) Grading b-m2 47,222.000 Ton 307-03.10 Asphalt Conc Mix (Pg76-22)(Bpmb-Hm) Gr Cs 3,000.000 Ton 313-03 Treated Permeable Base 34,090.000 s.y. 402-01 Bituminous Material For Prime Coat (Pc) 1,068.000 Ton 402-02 Aggregate For Cover Material (Pc) 3,795.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 406.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 1,821.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 1,479.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 745.000 Ton 411-03.10 Acs Mix(Pg76-22) Grading d 43,928.000 Ton 411-03.12 Acs Mix(Pg64-22) Thin Lift d Asphalt 5,892.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 39.500 l.m. 415-01.01 Cold Planing Bituminous Pavement 5,418.000 Ton 501-01.03 Portland Cement Concrete Pavement (Plain) 10" 11,953.000 s.y. 501-01.06 Portland Cement Concrete Pavement (Plain) 13" 19,118.000 s.y. 502-04.01 Sawing Concrete Pavement (Full Depth) 250.000 l.f. 607-02.02 15" Concrete Pipe Culvert(Class Iii) 51.000 l.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 14,995.000 l.f. 607-03.05 18" Concrete Pipe Culvert(Class Iv)Jackedin- Place 1,860.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 2,123.000 l.f. 607-05.05 24" Concrete Pipe Culvert(Class Iv)Jackedin- Place 454.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 200.000 l.f. 607-06.05 30" Concrete Pipe Culvert(Class Iv)Jackedin- Place 150.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 104.000 l.f. 607-07.05 36" Concrete Pipe Culvert(Class Iv)Jackedin- Place 104.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 8.000 l.f. 611-01.02 Manholes, > 4' - 8' Depth 1.000 Each 611-01.03 Manholes, > 8' - 12' Depth 2.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-02.10 Junction Box, Type 1 12.000 Each 611-02.11 Junction Box, Type 2 7.000 Each 611-02.12 Junction Box, Type 3 4.000 Each 611-02.13 Junction Box, Type 4 1.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 33.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 1,247.000 Lb. 611-07.31 18in Endwall (Side Drain) 8.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 18.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 10.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 2.000 Each 611-07.65 36in Endwall (Cross Drain) 6:1 2.000 Each 611-07.68 42in Endwall (Cross Drain) 6:1 1.000 Each 611-07.73 18in Endwall (Median Drain) 5.000 Each 611-31.02 Catch Basins, Type 31, > 4' - 8' Depth 74.000 Each 611-31.03 Catch Basins, Type 31, > 8' - 12' Depth 7.000 Each 611-31.04 Catch Basins, Type 31, > 12' - 16' Depth 2.000 Each 611-38.01 Catch Basins, Type 38, 0' - 4' Depth 2.000 Each 611-38.02 Catch Basins, Type 38, > 4' - 8' Depth 5.000 Each 611-38.03 Catch Basins, Type 38, > 8' - 12' Depth 5.000 Each 611-38.04 Catch Basins, Type 38, > 12' - 16' Depth 2.000 Each 611-39.01 Catch Basins, Type 39, 0' - 4' Depth 2.000 Each 611-39.02 Catch Basins, Type 39, > 4' - 8' Depth 2.000 Each 611-39.03 Catch Basins, Type 39, > 8' - 12' Depth 6.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 3.000 Each 611-43.02 Catch Basins, Type 43, > 4' - 8' Depth 2.000 Each 611-46.02 Catch Basins, Type 46, > 4' - 8' Depth 2.000 Each 611-51.02 Catch Basins, Type 51, > 4' - 8' Depth 8.000 Each 611-51.03 Catch Basins, Type 51, > 8' - 12' Depth 1.000 Each 621-03.01 15" Temporary Drainage Pipe 50.000 l.f. 621-03.02 18" Temporary Drainage Pipe 16,260.000 l.f. 621-03.03 24" Temporary Drainage Pipe 715.000 l.f. 621-03.04 30" Temporary Drainage Pipe 1,360.000 l.f. 621-03.05 36" Temporary Drainage Pipe 301.000 l.f. 705-02.10 Guardrail Transition 27in To 31in 12.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl-3 20,274.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 38.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 64.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 42.000 Each 706-01 Guardrail Removed 19,470.000 l.f. 706-05 Guardrail Adjustment 8,203.000 l.f. 707-01.11 Chain Link Fence (6 Foot) 98,434.000 l.f. 707-01.12 End & Corner Post Assembly(Chain-Link Fence 6') 351.000 Each 707-06.01 Removal Of Fence (Description) (Existing Ca Fence) 98,434.000 l.f. 707-08.11 High-Visibility Construction Fence 33,297.000 l.f. 709-05.05 Machined Rip-Rap (Class a-3) 9,580.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 3,144.000 Ton 709-05.08 Machined Rip-Rap (Class b) 6,011.000 Ton 709-05.09 Machined Rip-Rap (Class c) 362.000 Ton 709-05.81 Rock Riffles (1) Ls 710-02 Aggregate Underdrains (With Pipe) 131,294.000 l.f. 710-05 Lateral Underdrain 18,235.000 l.f. 710-06.11 Lateral Underdrain Endwall (2:1) 7.000 Each 710-06.12 Lateral Underdrain Endwall (3:1) 35.000 Each 710-06.13 Lateral Underdrain Endwall (4:1) 51.000 Each 710-06.14 Lateral Underdrain Endwall (5:1) 69.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 359.000 Each 711-05.71 51in Single Slope Concrete Barrier Wall 23,885.000 l.f. 711-05.72 Single Slope Half Concrete Barrier Wall 1,587.000 l.f. 711-05.77 Flared s/s Concrete Median Barrier Wall 580.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 198,661.000 l.f. 712-02.60 Temporary Work Zone Crash Cushion (Mash Tl-3) 75.000 Each 712-04.01 Flexible Drums (Channelizing) 2,159.000 Each 712-04.50 Barrier Rail Delineator 3,291.000 Each 712-05.01 Warning Lights (Type a) 8.000 Each 712-06 Signs (Construction) 10,554.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 400.000 l.f. 712-08.03 Arrow Board (Type c) 10.000 Each 712-08.10 Mobile Message Sign Unit w/Attenuator 2,000.000 Hour 712-08.13 Queue Protection Truck (Emergency Call Out) 30.000 Day 712-09.08 Removable Pavement Marking (6" Line) 58,001.000 l.f. 712-10.02 Temporary Transverse Rumble Strips 384.000 l.f. 713-01.01 Class a Concrete (Foundation For Sign Supports) 21.000 c.y. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 5,927.000 Lb. 713-02.04 Delineator (Mile Marker) & Steel Post 74.000 Each 713-02.14 Flexible Delineator (White) 796.000 Each 713-02.15 Flexible Delineator (Yellow) 485.000 Each 713-06 Steel i-Beams & Wf-Beams(Breakaway) Sign Support 47,809.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 5,877.000 Lb. 713-11.05 Square Tube Sign Support 2,677.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 1,173.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 1,408.000 s.f. 713-14 Extruded Aluminum Panel Signs 5,953.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-16.01 Changeable Message Sign Unit 20.000 Each 713-17.02 Install Auxiliary Support For Exit Number Panel 4.000 Each 713-30.09 Barrier Mounted Sign Support (See Plans) 47.000 Each 713-30.10 Barrier Mounted Sign Support (Perf/Knockout) (Perf/Knockout) 1.000 Each 714-03.01 Direct Burial Conduit (2" Pvc, Schedule 40) 4,740.000 l.f. 714-05.04 Pull Boxes (Type c) 2.000 Each 714-06.04 Cable (1/c # 8 Awg) 3,790.000 l.f. 714-06.06 Cable (1/c # 4 Awg) 5,674.000 l.f. 714-06.07 Cable (1/c # 2 Awg) 540.000 l.f. 714-06.08 Cable (Description) (#8 Insulated, Ground) 1,858.000 l.f. 714-06.09 Cable (Description) (#6 Insulated, Ground) 2,837.000 l.f. 714-08.09 Light Standards (Description) (40 Mph) 18.000 Each 714-08.16 Light Standards (Description) (35' Pole Height) 3.000 Each 714-08.23 Foundation (Only) For Light Standards 18.000 Each 714-09.09 Luminaires (Description) (122w Led) 18.000 Each 714-12 Control Center (1) Ls 714-25 Electrical Connection 1.000 Each 716-01.05 Temporary Raised Pavement Marker 5,000.000 Each 716-01.11 Raised Pvmt Markers (Bi-Directional) (1 Color Lens) 169.000 Each 716-01.13 Raised Pvmt Markers (Bi-Directional) (2 Color Lens) 5,301.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 3,978.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 3,150.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 2,200.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 130.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 480.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 12.000 Each 716-02.07 Plastic Pavement Marking (24" Barrier Line) 10,280.000 l.f. 716-02.12 Plastic Pavement Marking (8in Line) 2.200 l.m. 716-04.06 Plastic Pavement Marking (Wrong Way Arrow) 4.000 Each 716-04.12 Plastic Pavement Marking (Yield Line) 300.000 s.f. 716-04.14 Plastic Pavement Marking (Lane Reduction Arrow) 2.000 Each 716-05.02 Painted Pavement Marking (8" Barrier Line) 253,930.000 l.f. 716-05.20 Painted Pavement Marking (6" Line) 39.000 l.m. 716-08.01 Removal Of Pavement Marking (Line) 180,000.000 l.f. 716-09.32 Exit Only Arrow 4.000 Each 716-09.86 Contrast Pavement Marking 6" 4.000 l.m. 716-09.90 Contrast Pavement Marking 6" Dotted 32.000 l.f. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 53.000 l.m. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 1,900.000 l.f. 716-12.09 Enhanced Flat Line Thermo (12in Line) 7,584.000 l.f. 716-12.10 Enhanced Flat Line Thermo (12in Dotted) 1,472.000 l.f. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 0.430 l.m. 717-01 Mobilization (1) Ls 725-20.02 Cctv Pole & Foundation (80ft Pole w/Lwrng Dvice) 11.000 Each 725-20.03 Lowering Tool For Camera Lowering Device 1.000 Each 725-20.06 Cctv Maintenance Workpad 14.000 Each 725-20.23 Steel Overhead Sign Structure (Spans 71ft To 90ft) (Spans 71 Ft To 90 Ft) 1.000 Each 725-20.43 Pull Box (Type c) 61.000 Each 725-20.44 Pull Box (Type d) 95.000 Each 725-20.45 Pull Box (Type e) 12.000 Each 725-20.55 Cable (1/c #6 Awg.) 4,690.000 l.f. 725-20.56 Cable (1/c #4 Awg.) 46,670.000 l.f. 725-20.71 Electrical Connection (1) Ls 725-20.81 Radio & Antenna (Type a) 2.000 Each 725-20.82 Radio & Antenna (Type b) 2.000 Each 725-20.91 Cctv Camera System (Pan Tilt & Zoom) 12.000 Each 725-21.01 Dynamic Message Sign 1.000 Each 725-21.07 Portable Smart Work Zone System 1,460.000 Day 725-21.11 Network Switch (Type a) 14.000 Each 725-21.12 Network Switch (Type b) 2.000 Each 725-21.18 Dms Comm Cable 200.000 l.f. 725-21.19 Dms Power Cable 400.000 l.f. 725-21.20 Dms Conduit Bank (Structure Mounted) 70.000 l.f. 725-21.43 Demarcation Site (Overhead Power) 9.000 Each 725-21.91 Radar Detection System 13.000 Each 725-21.96 Rds Comm Cable 625.000 l.f. 725-21.97 Solar Power For Rds 1.000 Each 725-22.22 Conduit Bank (Type 2) 2,415.000 l.f. 725-22.24 Conduit Bank (Type 4) 50,350.000 l.f. 725-22.32 Conduit Bank Bored (Type 2) 580.000 l.f. 725-22.34 Conduit Bank Bored (Type 4) 835.000 l.f. 725-22.50 Dms Conduit Bank 120.000 l.f. 725-22.62 Structure Conduit Bank (Type 2) 430.000 l.f. 725-22.64 Structure Conduit Bank (Type 4) 2,875.000 l.f. 725-22.71 2in Conduit 3,260.000 l.f. 725-22.74 2in Conduit w/Bank 9,455.000 l.f. 725-22.75 2in Conduit Bored w/Bank 280.000 l.f. 725-22.76 2in Conduit Structure w/Bank 795.000 l.f. 725-23.01 Its Cable Marker 150.000 Each 725-23.16 Fiber Optic Cable (144f) 64,865.000 l.f. 725-23.21 Fiber Optic Drop Cable (12 f) 6,010.000 l.f. 725-23.26 Fiber Optic Closure (12 f) 14.000 Each 725-23.27 Fiber Optic Closure (Description) (144 f) 10.000 Each 725-23.28 Fiber Optic Splice Fusion 1,756.000 Each 725-23.29 Fiber Optic Termination Cabinet 1.000 Each 725-23.31 Fiber Optic Drop Panel ( 12 f ) 14.000 Each 725-24.01 Cabinet (Type a) 2.000 Each 725-24.02 Cabinet (Type b) 11.000 Each 725-24.03 Cabinet (Type c) 1.000 Each 725-24.11 Its Communications Hub (Description) (Field Hub) 1.000 Each 725-24.25 Unscheduled Maintenance Labor 50.000 Hour 725-24.31 Spare Parts (1) Ls 725-24.41 Burn-In Period (1) Ls 725-24.51 System Integration (1) Ls 725-24.55 As-Built Plans (1) Ls 725-24.61 Training (1) Ls 725-24.72 Demarcation Transformer (240v To 480v 1ph 7.5kva) 9.000 Each 730-03.20 Install Pull Box (Type a) 4.000 Each 730-12.02 Conduit 2" Diameter (Pvc) 80.000 l.f. 730-14.02 Saw Slot 1,310.000 l.f. 730-14.03 Loop Wire 4,200.000 l.f. 740-07.04 Geogrid Reinforcement Type 2 16,788.000 s.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 9,823.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 917,486.000 s.y. 740-11.02 Temporary Sediment Tube 12in 2,000.000 l.f. 740-11.05 Temporary Sediment Tube 24in 63,850.000 l.f. 797-11.46 Concrete Cap 28.000 c.y. 801-01 Seeding (With Mulch) 3,850.000 Unit 801-01.07 Temporary Seeding (With Mulch) 11,550.000 Unit 801-01.34 Grass Seed Mix (Ripzn/Flpl) 53.000 Unit 801-01.36 Special Wetland Seed Mixture 22.000 Unit 801-01.40 Hydraulic Erosion Control Product (Hecp) Type 1 5,007.000 Unit 801-01.41 Hydraulic Erosion Control Product (Hecp) Type 2 7,327.000 Unit 801-01.42 Hydraulic Erosion Control Product (Hecp) Type 3 1,844.000 Unit 801-01.43 Hydraulic Erosion Control Product (Hecp) Type 4 961.000 Unit 801-01.44 Hydraulic Erosion Control Product (Hecp) Type 5 797.000 Unit 801-02 Seeding (Without Mulch) 4,384.000 Unit 801-03 Water (Seeding & Sodding) 1,594.000 m.g. 802-02.30 Cuttings: Salix Nigra (18in-24in Length) 112.000 Each 802-12.01 Acer Negundo (Box Elder Seedlng b.r.) 53.000 Each 802-12.02 Acer Rubrum (Red Maple Seedlng b.r.) 53.000 Each 802-12.18 Liquidamber Styraciflua (Sweetgum Seedlng b.r.) 53.000 Each 802-12.40 Salix Nigra (Black Willow Seedlng b.r.) 2.000 Each 802-12.44 Ulmus Americana (American Elm Seedlng b.r.) 53.000 Each 802-13.53 Cephalanthus Occidentalis (Buttonbush Sdlng Bare Root) 48.000 Each 802-13.54 Cornus Amomum (Silky Dogwood Sdlng Bare Root) 48.000 Each 802-13.59 Lindera Benzoin (Spicebush Sdlng Bare Root) 48.000 Each 803-01 Sodding (New Sod) 2,830.000 s.y. 805-12.03 Erosion Control Blanket (Type Iii) 59,315.000 s.y. 806-02.03 Project Mowing 6.000 Cycl 604-02.01 Class a Concrete (Box Bridges) 159.000 c.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 26,672.000 Lb. 202-04.01 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-i0065-7.56, Rl & Ll) (1) Ls 202-04.02 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-Sr025-17.04) (1) Ls 202-04.03 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-i0065-9.37, Rl & Ll) (1) Ls 202-04.04 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-i0065-10.32, Rl & Ll) (1)Ls 202-04.05 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-i0065-11.09, Rl & Ll) (1) Ls 202-04.06 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-i0065-13.00, Rl & Ll) (1) Ls 202-04.07 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-Sr052-6.76) (1)Ls (2)202-04.08 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-a156-2.56) (1) Ls 202-04.09 Removal Of Structures (Description, Sta.) (Ex. Br. No. 74-a151-2.23) (1) Ls 204-02.01 Dry Excavation (Bridges) 6,641.000 c.y. 204-03.01 Wet Excavation (Bridges) 2,069.000 c.y. 204-04.01 Rock Excavation (Bridges) 2,018.000 c.y. 204-05 Rock Drilling (Bridges) 312.000 l.f. 204-10.01 Foundation Preparation(Pr No. ,Sta ) (Bent No.1 - Sta. 526+79.51 ) (1) Ls 204-10.02 Foundation Preparation(Pr No. ,Sta ) (Bent No.2 - Sta. 527+54.76 ) (1) Ls 204-10.03 Foundation Preparation(Pr No. ,Sta ) (Bent No.1 - Sta. 718+57.35 (Ll) (1) Ls 204-10.04 Foundation Preparation(Pr No. ,Sta ) (Bent No.1 - Sta. 718+73.53 (Rl) (1) Ls 204-10.05 Foundation Preparation(Pr No. ,Sta ) (Bent No.2 - Sta. 719+47.35 (Ll) (1) Ls 204-10.06 Foundation Preparation(Pr No. ,Sta ) (Bent No.2 - Sta. 719+63.53 (Rl)(1) Ls 303-01.02 Granular Backfill (Bridges) 1,539.000 Ton 602-04.01 Steel Structures (Location & Description) (Bridge No. 7) (1) Ls 602-04.02 Steel Structures (Location & Description) (Bridge No. 8) (1) Ls 602-10.05 Bracing Repairs (1) Ls 604-02.03 Epoxy Coated Reinforcing Steel 1,076,388.000 Lb. 604-03.01 Class a Concrete (Bridges) 1,862.030 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 465,071.000 Lb. 604-03.04 Pavement @ Bridge Ends 4,258.000 s.y. 604-03.09 Class d Concrete (Bridge Deck) 1,183.000 c.y. 604-03.32 Class Ds Concrete 2,491.000 c.y. 604-03.74 Class x Concrete 984.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 17,233.000 s.y. 604-04.41 Three Star State Emblem 6.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 17,099.733 s.y. 604-07.01 Retaining Wall (Description) (Wall No.1) 3,340.000 s.f. 604-07.02 Retaining Wall (Description) (Wall No. 2) 2,860.000 s.f. 604-07.03 Retaining Wall (Description) (Wall No. 3) 2,956.000 s.f. 604-07.04 Retaining Wall (Description) (Wall No. 4) 3,039.000 s.f. 604-07.05 Retaining Wall (Description) (Wall No. 5) 3,196.000 s.f. 604-07.06 Retaining Wall (Description) (Wall No. 6) 3,306.000 s.f. 604-07.07 Retaining Wall (Description) (Wall No. 7) 2,652.000 s.f. 604-07.08 Retaining Wall (Description) (Wall No. 8) 2,954.000 s.f. 604-07.09 Retaining Wall (Description) (Wall No. 9) 2,144.000 s.f. 604-07.10 Retaining Wall (Description) (Wall No. 10) 2,073.000 s.f. 604-07.11 Retaining Wall (Description) (Wall No. 11) 366.000 s.f. 604-07.12 Retaining Wall (Description) (Wall No. 12) 2,438.000 s.f. 604-07.13 Retaining Wall (Description) (Wall No. 13) 2,334.000 s.f. 604-07.14 Retaining Wall (Description) (Wall No. 14) 3,065.000 s.f. 604-07.15 Retaining Wall (Description) (Wall No. 15) 4,264.000 s.f. 604-07.16 Retaining Wall (Description) (Wall No. 16) 725.000 s.f. 604-07.17 Retaining Wall (Description) (Wall No. 17) 3,487.000 s.f. 606-02.03 Steel Piles (10 Inch) 14,788.120 l.f. 606-02.06 Pile Tips (Steel Piles, 10 Inch) 432.000 Each 615-01.02 Prestressed Concrete i-Beam (Type Ii) 2,866.000 l.f. 615-01.03 Prestressed Concrete i-Beam (Type Iii) 3,044.000 l.f. 615-02.10 Prestressed Concrete Box Beam (27" x 48") 680.000 l.f. 615-02.11 Prestressed Concrete Box Beam (33" x 48") 732.000 l.f. 615-02.17 Prestressed Concrete Box Beam (36" x 36") 679.000 l.f. 615-02.18 Prestressed Concrete Box Beam (36" x 48") 2,870.000 l.f. 615-02.20 Prestressed Concrete Box Beam (45" x 36") 797.000 l.f. 615-02.21 Prestressed Concrete Box Beam (39" x 36") 994.000 l.f. 617-02 Bridge Deck Crack Sealing 2,595.000 l.f. 617-05 Sealant (Description) (Hmwm) 20.000 Gal. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 4,516.000 l.f. 621-05.02 Temporary Shoring (1) Ls 621-05.03 Temporary Shoring (1) Ls 710-09.01 6" Perforated Pipe With Vertical Drain System 2,462.000 l.f. 710-09.02 6" Pipe Underdrain 520.000 l.f. 711-05.74 Conc Median Barr Sing Slope (Std-1-3ss) 362.000 l.f. 712-02.47 Bridge Mounted Interconnected Portable Barrier Rail 4,577.000 l.f. 790-03.03 Pole 40ft Class 4 Wood 1.000 Each 790-04.03 Pole 45ft Class 3 Wood 1.000 Each 790-04.06 Pole 45ft Class 1 Metal 1.000 Each 790-05.05 Pole 50ft Class 1 Metal 5.000 Each 790-22.13 1ph Dead End 25kv 1.000 Each 790-22.15 1ph Dead End Tap w/ Extension 25kv 3.000 Each 790-24.10 2ph Dde Xarm 25kv 1.000 Each 790-26.12 3ph Crossarm Dbl Sm Angle 25kv 2.000 Each 790-26.25 3ph Crossarm Dde 25kv 3.000 Each 790-26.32 3ph Crossarm 10ft Fbrgls x-Arm Dde 25kv 4.000 Each 790-30.03 Secondary Assemblies Deadend 16.000 Each 790-30.04 Secondary Assemblies Misc 2.000 Each 790-31.02 Service Assembly-Pole Type 7.000 Each 790-31.04 Service Conductor 6 Al Duplex 751.000 l.f. 790-32.02 Down Guy - Through Bolt Type Heavy Duty 21.000 Each 790-32.08 Oh Guy - Through Bolt Type Heavy Duty 2.000 Each 790-32.23 Guy Guard 15.000 Each 790-33.31 Screw Type Anchor 23,000lb (f1-5d-p) 21.000 Each 790-36.13 Transfer Street Light 3.000 Each 790-36.14 Transfer Conductor 11.000 Each 790-40.02 Oh Cond 2 7/1 Acsr Sparate 786.000 l.f. 790-40.03 Oh Cond 1/0 6/1 Acsr Raven 408.000 l.f. 790-40.05 Oh Cond 3/0 6/1 Acsr Pigeon 2,158.000 l.f. 790-40.09 Oh Cond 336.4 18/1 Acsr Merlin 2,802.000 l.f. 790-46.02 1ph Transformer Conv w/Pole Mtd Fuse & La 2.000 Each 790-60.01 1ph Fuse Cutout Xarm Mount 15kv 7.000 Each 790-65.06 Lightning Arrester Pole Mtd 18 Kv 6.000 Each 790-68.10 Miscellaneous Assemblies 6.000 Each 790-68.13 Sgl Phase Mounting Bracket - Fiberglass 1.000 Each 790-69.09 Gnd-Assy Gnd Rod With Aluminum 2.000 Each 790-69.11 Ground-Ground Rod For St Pole 5.000 Each 790-69.32 Arm Pin 28.000 Each 790-69.41 Extension Link - Epoxy -8ft 12.000 Each 790-70.11 Street Light - Hps (Description) (250 w, 2 Ft Arm) 3.000 Each 790-98.01 Remove Wire 6,500.000 l.f. 790-98.02 Remove Poles 8.000 Each 790-98.03 Remove Framing/Associated Apparatus 103.000 Each |
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Details | Bridge, New Construction.
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