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Bridge, Shoreline/Erosion/Drainage Construction Project Lead, TN   (Cocke County)

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Last Updated 10/09/2021 02:53 AM
Project Title

Grading, Drainage, Construction of Four (4) Concrete Bulb-Tee Beam Bridges
Physical Address View project details and contacts
City, State (County) TN   (Cocke 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

The grading, drainage, construction of four (4) concrete Bulb-Tee beam bridges, signals and paving on U.S. 321 (S.R. 35) from U.S. 25 (U.S. 70, S.R. 9) to Saint Tide Hollow Road. Item No. Description Quantity Units 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 202-06.01 Removal Of Buildings (Tract No.) (Tract Nos. 42 And 42ss) (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 1,343,064.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 158,000.000 Ton 203-04 Placing And Spreading Topsoil 92,471.000 c.y. 203-05 Undercutting 24,000.000 c.y. 203-06 Water 3,635.000 m.g. 203-08 Channel Excavation (Unclassified) 1,717.000 c.y. 203-50 Construction Of Haul Road (1) Ls 203-50.01 Construction Of Haul Road (1) Ls 204-08 Foundation Fill Material 183.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 20.000 c.y. 209-02.07 18" Temporary Slope Drain 6,100.000 l.f. 209-05 Sediment Removal 5,500.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 50,000.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 75,000.000 l.f. 209-08.07 Rock Check Dam 600.000 Each 209-08.08 Enhanced Rock Check Dam 150.000 Each 209-09.03 Sediment Filter Bag (15' x 15') 12.000 Each 209-09.41 Curb Inlet Protection (Type 2) 12.000 Each 209-09.42 Curb Inlet Protection (Type 3) 58.000 Each 209-10.20 Temporary Sediment Trap 700.000 c.y. 209-13.04 Turbidity Curtain(Description) (Bridge 2, Bent 4, Sta. 176+87.00) 330.000 l.f. 209-13.05 Turbidity Curtain(Description) (Bridge 2, Bent 5, Sta. 178+12.00) 320.000 l.f. 209-13.06 Turbidity Curtain(Description) (Bridge 4, Pier 1, Sta. 298+71.11) 320.000 l.f. 209-13.07 Turbidity Curtain(Description) (Bridge 4, Pier 2, Sta. 300+00.36) 345.000 l.f. 209-40.42 Catch Basin Filter Assembly(Type 2) 3.000 Each 209-65.03 Temporary Diversion Channel 1,000.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 174,935.000 Ton 303-01.01 Granular Backfill (Roadway) 2,126.000 Ton 303-10.01 Mineral Aggregate (Size 57) 6,860.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 3,403.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 3,346.000 Ton 307-01.20 Asp. Conc. Mix(Pg64-22) (Bpmb-Hm) Gr. a-s 11,941.000 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 16,425.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 19,860.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 12,803.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 282.000 Ton 402-02 Aggregate For Cover Material (Pc) 1,220.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 41.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 4,104.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 2,637.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 7,718.000 Ton 411-12.02 Scoring Shoulders (Non-Continuous) (16in Width) 9.000 l.m. 415-01.03 Cold Planing Bituminous Pavement 175.000 c.y. 604-01.01 Class a Concrete (Roadway) 631.000 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 138,140.000 Lb. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 3,384.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 1,414.000 l.f. 607-05.03 24" Concrete Pipe Culvert (Class Iv) 245.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 430.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 239.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 157.000 l.f. 607-11.02 60" Concrete Pipe Culvert (Class Ii) 110.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 809.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 92.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 38.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 1,571.000 Lb. 611-07.54 18in Endwall (Cross Drain) 3:1 9.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 5.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 3.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 9.000 Each 611-07.58 24in Endwall (Cross Drain) 4:1 5.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 2.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 2.000 Each 611-07.61 30in Endwall (Cross Drain) 4:1 2.000 Each 611-07.62 30in Endwall (Cross Drain) 6:1 1.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 2.000 Each 611-07.64 36in Endwall (Cross Drain) 4:1 2.000 Each 611-07.69 48in Endwall (Cross Drain) 3:1 2.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 8.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 19.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 4.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 1.000 Each 621-03.03 24" Temporary Drainage Pipe 500.000 l.f. 701-02 Concrete Driveway 3,196.000 s.f. 702-03 Concrete Combined Curb & Gutter 365.000 c.y. 705-04.03 Guardrail Terminal (Type 13) 1.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl-3 3,932.000 l.f. 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 17.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 16.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 6.000 Each 707-03.01 Stock Fence 24,000.000 l.f. 707-03.02 End, Braced Line, Corner Post Assembly(Stock Fence) 120.000 Each 707-08.11 High-Visibility Construction Fence 16,210.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 262.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 2,051.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 10,855.000 Ton 709-05.08 Machined Rip-Rap (Class b) 5,714.000 Ton 709-05.09 Machined Rip-Rap (Class c) 6,932.000 Ton 710-04 Filter Cloth Underdrain (With Pipe) 42,900.000 l.f. 710-05 Lateral Underdrain 3,200.000 l.f. 710-06.11 Lateral Underdrain Endwall (2:1) 10.000 Each 710-06.12 Lateral Underdrain Endwall (3:1) 10.000 Each 710-06.13 Lateral Underdrain Endwall (4:1) 10.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 130.000 Each 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 2,600.000 l.f. 712-04.01 Flexible Drums (Channelizing) 500.000 Each 712-05.01 Warning Lights (Type a) 272.000 Each 712-05.03 Warning Lights (Type c) 250.000 Each 712-06 Signs (Construction) 1,349.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 2,720.000 l.f. 712-08.03 Arrow Board (Type c) 8.000 Each 712-08.10 Mobile Message Sign Unit w/Attenuator 10,000.000 Hour 712-09.01 Removable Pavement Marking Line 10,000.000 l.f. 712-09.02 Removable Pavement Marking (8" Barrier Line) 1,000.000 l.f. 712-09.04 Removable Pavement Marking (Stop Line) 300.000 l.f. 712-09.05 Removable Pavement Marking (Arrow) 10.000 Each 712-09.30 Removable Black-Out Tape (6") 10,000.000 l.f. 712-09.31 Removable Black-Out Tape (8in) 1,000.000 l.f. 712-12.10 Temporary Curb w/Flexible Delineator 5,000.000 l.f. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 4,406.000 Lb. 713-02.14 Flexible Delineator (White) 225.000 Each 713-02.15 Flexible Delineator (Yellow) 450.000 Each 713-11.02 Perforated/Knockout Square Tube Post 6,396.000 Lb. 713-11.21 p Post Slip Base 177.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 1,032.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 686.000 s.f. 713-14.22 Street Name Sign (Suspended 0.100in Thick) 88.000 s.f. 713-15.02 Removal & Relocation Of Sign & Support 1.000 Each 713-15.07 Suspended Flat Sheet Aluminum Sign (0.080" Thick) 4.000 Each 713-16.01 Changeable Message Sign Unit 8.000 Each 713-16.07 End Of Roadway Sign And Support 4.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 550.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 400.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 25.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 775.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 40.000 Each 716-03.01 Plastic Word Pavement Marking (Only) 2.000 Each 716-04.05 Plastic Pavement Marking (Straight Arrow) 6.000 Each 716-04.14 Plastic Pavement Marking (Lane Reduction Arrow) 6.000 Each 716-05.01 Painted Pavement Marking (4" Line) 27.000 l.m. 716-05.05 Painted Pavement Marking (Stop Line) 350.000 l.f. 716-05.06 Painted Pavement Marking (Turn Lane Arrow) 5.000 Each 716-05.09 Painted Pavement Marking(Straight-Turn Arrow) 6.000 Each 716-05.49 Painted Pavement Markings(8" Line) 13.000 l.m. 716-08.01 Removal Of Pavement Marking (Line) 20,000.000 l.f. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 27.000 l.m. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 2.000 l.m. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 2.000 l.m. 717-01 Mobilization (1) Ls 730-02.09 Signal Head Assembly (130 With Backplate) 8.000 Each 730-02.17 Signal Head Assembly (150 a2h With Backplate) 4.000 Each 730-02.30 Signal Head Assembly (Description) (130a2 With Backplate) 3.000 Each 730-03.20 Install Pull Box (Type a) 14.000 Each 730-03.21 Install Pull Box (Type b) 14.000 Each 730-03.23 Install Pull Box (Fiber Optic-Type a) 1.000 Each 730-03.24 Install Pull Box (Fiber Optic-Type b) 2.000 Each 730-03.32 Fiber Optic Drop Cable 96.000 l.f. 730-03.33 Fiber Optic Splice Fusion 2.000 Each 730-05.01 Electrical Service Connection 2.000 Each 730-08.02 Signal Cable - 5 Conductor 600.000 l.f. 730-08.03 Signal Cable - 7 Conductor 1,249.000 l.f. 730-08.40 Interconnect Cable - Fiber Optic (Description) (48 Strand-Sm) 1,557.000 l.f. 730-09.20 Span Wire Assembly 1,273.000 l.f. 730-10.01 Tether Wire Assembly - 1/4" Diameter 1,101.000 l.f. 730-12.01 Conduit 1" Diameter (Pvc) 2,444.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 2,152.000 l.f. 730-13.03 Vehicle Detector (4 - Channel, Rack Mount) 5.000 Each 730-14.01 Shielded Detector Cable 7,651.000 l.f. 730-14.02 Saw Slot 2,509.000 l.f. 730-14.03 Loop Wire 7,792.000 l.f. 730-15.32 Cabinet (Eight Phase Base Mounted) 2.000 Each 730-16.04 Controller (Atc) 2.000 Each 730-23.01 Steel Strain Pole (Signal Support) 8.000 Each 730-35.06 Battery Back-Up And Power Conditioner 2.000 Each 740-07.04 Geogrid Reinforcement Type 2 10,838.000 s.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 16,123.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 156,902.000 s.y. 740-11.03 Temporary Sediment Tube 18in 150,000.000 l.f. 801-01 Seeding (With Mulch) 2,995.000 Unit 801-01.07 Temporary Seeding (With Mulch) 1,000.000 Unit 801-02 Seeding (Without Mulch) 1,000.000 Unit 801-02.15 Fertilizer 35.000 Ton 801-03 Water (Seeding & Sodding) 240.000 m.g. 801-07 Seed (Supplemental Application) 5,166.000 Lb. 802-02.30 Cuttings: Salix Nigra (18in-24in Length) 9.000 Each 802-11.01 Acer Negundo (Box Elder 2-5ft Cntnr Grwn) 7.000 Each 802-11.02 Acer Rubrum (Red Maple 2-5ft Cntnr Grwn) 7.000 Each 802-11.16 Fraxinus Pennsylvanica (Green Ash 2-5ft Cntnr Grwn) 7.000 Each 802-11.18 Liquidamber Styraciflua (Sweetgum 2-5ft Cntnr Grwn) 7.000 Each 802-11.44 Ulmus Americana (American Elm 2-5ft Cntnr Grwn) 7.000 Each 802-11.62 Cornus Alternifolia (Alternate Leaf Dgwood 2-5ft Cntnr Grwn) 7.000 Each 802-13.03 Cephalanthus Occidentalis (Buttonbush 2-5ft Cntnr Grwn) 135.000 Each 802-13.09 Lindera Benzoin (Spicebush 2-5ft Cntnr Grwn) 135.000 Each 802-13.28 Amorpha Fruticosa (Indigobush 2-5 Ft Cntnr Grwn) 135.000 Each 802-15.01 Eleocharis Acicularis (Slender Spikerush) 135.000 Each 802-15.03 Eleocharis Palustris (Creeping Spikerush) 140.000 Each 802-15.04 Juncus Effusus (Soft Rush) 140.000 Each 803-01 Sodding (New Sod) 82,617.000 s.y. 806-02.03 Project Mowing 20.000 Cycl 204-02.01 Dry Excavation (Bridges) 1,973.000 c.y. 204-03.01 Wet Excavation (Bridges) 3,914.000 c.y. 204-04.01 Rock Excavation (Bridges) 219.000 c.y. 204-05 Rock Drilling (Bridges) 444.000 l.f. 204-10.01 Foundation Preparation(Pr No. ,Sta ) (Bent No.1, Sta. 151+97.50) (1) Ls 204-10.02 Foundation Preparation(Pr No. ,Sta ) (Bent No.2, Sta. 153+20.00) (1) Ls 204-10.03 Foundation Preparation(Pr No. ,Sta ) (Bent No.3, Sta. 154+42.50) (1) Ls 204-10.04 Foundation Preparation(Pr No. ,Sta ) (Bent No.1, Sta. 173+04.31) (1) Ls 204-10.05 Foundation Preparation(Pr No. ,Sta ) (Bent No.2, Sta. 174+49.31) (1) Ls 204-10.06 Foundation Preparation(Pr No. ,Sta ) (Bent No.3, Sta. 175+62.00) (1) Ls 204-10.07 Foundation Preparation(Pr No. ,Sta ) (Bent No.4, Sta. 176+87.00) (1) Ls 204-10.08 Foundation Preparation(Pr No. ,Sta ) (Bent No.5, Sta. 178+12.00) (1) Ls 204-10.09 Foundation Preparation(Pr No. ,Sta ) (Pier No.1, Sta. 298+71.11) (1) Ls 204-10.10 Foundation Preparation(Pr No. ,Sta ) (Pier No.2, Sta. 300+00.36) (1) Ls 204-14 Core Drilling For Piles(Rock) 80.000 l.f. 204-15 Core Drilling For Piles(Soil) 130.000 l.f. 303-01.02 Granular Backfill (Bridges) 179.000 Ton 604-02.03 Epoxy Coated Reinforcing Steel 1,281,598.000 Lb. 604-03.01 Class a Concrete (Bridges) 3,871.000 c.y. 604-03.02 Steel Bar Reinforcement (Bridges) 949,782.000 Lb. 604-03.04 Pavement @ Bridge Ends 1,558.000 s.y. 604-03.09 Class d Concrete (Bridge Deck) 889.000 c.y. 604-03.32 Class Ds Concrete 3,139.000 c.y. 604-04.01 Applied Texture Finish (New Structures) 25,278.000 s.y. 604-04.41 Three Star State Emblem 16.000 Each 604-05.31 Bridge Deck Grooving (Mechanical) 15,136.000 s.y. 606-03.03 Steel Piles (12 Inch) 6,117.000 l.f. 606-03.06 Pile Tips (Steel Piles, 12 Inch) 24.000 Each 615-01.10 Prestressed Concrete Bulb Tee Beam (6" Web)(Bt-54) 1,470.000 l.f. 615-01.12 Prestressed Concrete Bulb Tee Beam (6" Web)(Bt-72) 12,765.000 l.f. 620-05.01 Conc Parapet Single Slope (Std-1-1ss) 4,130.000 l.f. 707-07.01 Chain-Link Fence (Bridges) 1,745.000 s.f. 710-09.01 6" Perforated Pipe With Vertical Drain System 750.000 l.f. 710-09.02 6" Pipe Underdrain 160.000 l.f. 725-02.79 Fiber Splice Enclosure(Description) (Nap b) 9.000 Each 725-02.80 Fiber Splice Enclosure(Description) (Nap d) 13.000 Each 725-23.21 Fiber Optic Drop Cable (12 f) 2,011.000 l.f. 725-23.24 Fiber Optic Drop Cable (Description) (Service) 476.000 l.f. 725-23.27 Fiber Optic Closure (Description) (Nap a) 2.000 Each 790-01.04 Pole 30ft Class 5 Wood 4.000 Each 790-03.03 Pole 40ft Class 4 Wood 6.000 Each 790-03.04 Pole 40ft Class 5 Wood 2.000 Each 790-04.07 Pole 45ft Class 2 Metal 11.000 Each 790-05.02 Pole 50ft Class 2 Wood 2.000 Each 790-05.05 Pole 50ft Class 1 Metal 9.000 Each 790-05.06 Pole 50ft Class 2 Metal 12.000 Each 790-06.05 Pole 55 Ft Class 1 Metal 9.000 Each 790-07.05 Pole 60ft Class 1 Metal 6.000 Each 790-07.07 Pole 60ft Class h1 Metal 1.000 Each 790-10.05 Pole 75ft Class h2 Metal 1.000 Each 790-11.05 Pole 80ft Class h2 Metal 3.000 Each 790-12.05 Pole 85ft Class h2 Metal 3.000 Each 790-13.05 Pole 90ft Class h2 Metal 2.000 Each 790-13.06 Pole 90ft Class h3 Metal 1.000 Each 790-20.01 Pole(Specify Pole Length, Class, And Material) (40ft Class 4 Metal) 1.000 Each 790-20.02 Pole(Specify Pole Length, Class, And Material) (65ft Class 1 Metal) 2.000 Each 790-20.03 Pole(Specify Pole Length, Class, And Material) (65ft Class h1 Metal) 3.000 Each 790-20.04 Pole(Specify Pole Length, Class, And Material) (70ft Class h1 Metal) 3.000 Each 790-20.05 Pole(Specify Pole Length, Class, And Material) (75ft Class 1 Metal) 1.000 Each 790-20.06 Pole(Specify Pole Length, Class, And Material) (80ft Class h1 Metal) 2.000 Each 790-21.01 1ph Sgl Primary Support 15kv 7.000 Each 790-21.05 1ph Dbl Primary Support 15kv 4.000 Each 790-21.07 1ph Primary Lg Angle 15kv 3.000 Each 790-21.08 1ph Deadend 15kv 3.000 Each 790-21.09 1ph Primary Tap 15kv 11.000 Each 790-21.10 1ph Vertical Dde 15kv 13.000 Each 790-25.01 3ph Crossarm Sgl 15kv 9.000 Each 790-25.10 3ph Crossarm Dbl Prim Support 15kv 8.000 Each 790-25.17 3ph Vertical Deadend Large Angle 15kv 1.000 Each 790-25.21 3ph Crossarm Deadend Sgl 15kv 13.000 Each 790-25.23 3ph Crossarm Dde 15kv 17.000 Each 790-25.25 3ph Crossarm Dde Narrow Profile 15kv 1.000 Each 790-30.04 Secondary Assemblies Misc 2.000 Each 790-30.06 Secondary Conductor 6 Al Duplex 1,649.000 l.f. 790-30.11 Secondary Conductor 6 Al Triplex 347.000 l.f. 790-30.13 Secondary Conductor 2 Al Triplex 522.000 l.f. 790-30.15 Secondary Conductor 2/0 Al Triplex 26.000 l.f. 790-31.02 Service Assembly-Pole Type 47.000 Each 790-32.01 Down Guy - Through Bolt Type 252.000 Each 790-32.07 Oh Guy - Through Bolt Type 13.000 Each 790-32.25 Anchor (Description) (Single Helix) 28.000 Each 790-33.04 Screw Type Anchor 10,000lb-12,000lb 117.000 Each 790-40.02 Oh Cond 2 7/1 Acsr Sparate 7,207.000 l.f. 790-40.03 Oh Cond 1/0 6/1 Acsr Raven 5,422.000 l.f. 790-40.13 Oh Cond 397.5 26/7 Acsr Ibis 2,742.000 l.f. 790-40.26 Oh Cond 954 45/7 Acsr Rail 3,060.000 l.f. 790-40.42 Oh Cond 336.4 19 Aac Tulip 6,050.000 l.f. 790-40.49 Oh Cond 795 37 Aac Arbutus 8,046.000 l.f. 790-40.76 Oh Static Cond _____ _____ ___________ (3/8" h.s.s.) 1,934.000 l.f. 790-43.54 1ph Primary Riser w/ 4in Conduit 1.000 Each 790-43.60 Primary Riser (Description) (Tp3s) 1.000 Each 790-46.01 1ph Transformer 10.000 Each 790-58.03 Cutout Knife Switch, Sngl Loadbreak 15kv 1.000 Each 790-65.15 3ph Capacitor Assembly 15kv 1.000 Each 790-68.10 Miscellaneous Assemblies 8.000 Each 790-69.28 Extension Link - Epoxy -6ft 25.000 Each 790-70.20 Street Light (Description) (All) 6.000 Each 790-70.21 Street Light (Description) (Rental Light) 6.000 Each 790-71.20 Tangent Hor Ln Posts 69kv Max 6.000 Each 790-71.29 Med Vert Ang 69kv Max 1.000 Each 790-71.33 Dde Lrg Vert Ang 69kv Max 8.000 Each 790-71.50 Dde 2 Pole 69kv Max 1.000 Each 790-74.05 24 Fiber(Material Only) 2,779.000 l.f. 790-74.08 96 Fiber(Material Only) 326.000 l.f. 790-74.13 288 Fiber(Material Only) 3,379.000 l.f. 790-74.31 Fiber Tangent Assembly 21.000 Each 790-74.32 Fiber Deadend Assembly 17.000 Each 790-74.33 Fiber Double Deadend Assembly 25.000 Each 790-74.34 Fiber Storage Single Loop 5.000 Each 790-74.35 Fiber Storage Double Loop 9.000 Each 790-74.36 Fiber Riser 1.000 Each 790-74.37 Fiber Service Attachment 9.000 Each 790-74.38 Scada Service Attachment 17.000 Each 790-98.01 Remove Wire 24,585.000 l.f. 790-98.02 Remove Poles 68.000 Each 790-98.03 Remove Framing/Associated Apparatus 253.000 Each 790-98.04 Remove Fiber Optic Cable 8,370.000 l.f. 790-98.20 Tree And Brush Removal Off Row (1) Ls 793-01.08 Pole 35ft Class 5 Wood 1.000 Each 793-01.12 Pole 40ft Class 4 Wood 2.000 Each 793-01.42 Anchor 1 1/4in 28.000 Each 793-11.19 Marker Post 20.000 Each 793-11.25 Concrete Handhole 4ft x 4ft x 4ft 9.000 Each 793-13.12 1 Duct Formation @ 36in Depth 4,650.000 l.f. 793-13.17 2 Duct Formation @ 36in Depth 655.000 l.f. 793-13.27 4 Duct Formation @ 36in Depth 1,285.000 l.f. 793-14.02 Concrete Encasement Per Duct 5,140.000 l.f. 793-14.10 4in Core Drill Into Manhole 1.000 Each 793-14.14 Multi Duct 2,845.000 l.f. 793-98.04 Remove Poles All Sizes 4.000 Each 795-01.03 6in Dip Restrained Joint Water Line 760.000 l.f. 795-01.04 6in Dip Slip Joint Water Line 890.000 l.f. 795-01.05 8in Dip Restrained Joint Water Line 2,305.000 l.f. 795-01.06 8in Dip Slip Joint Water Line 810.000 l.f. 795-01.09 12in Dip Restrained Joint Water Line 1,055.000 l.f. 795-02.01 2in Hdpe Water Line 515.000 l.f. 795-03.02 2in Pvc Water Line 635.000 l.f. 795-05.60 Bore/Jack 6in Steel Casing Pipe-Uncon. 90.000 l.f. 795-05.65 Bore/Jack 16in Steel Casing Pipe-Uncon. 85.000 l.f. 795-06.01 Connect To 2in Water Line 5.000 Each 795-06.04 Connect To 6in Water Line 5.000 Each 795-06.05 Connect To 8in Water Line 12.000 Each 795-06.07 Connect To 12in Water Line 2.000 Each 795-06.31 Cut And Cap 2in Water Line 7.000 Each 795-06.33 Cut And Cap 6in Water Line 3.000 Each 795-06.34 Cut And Cap 8in Water Line 14.000 Each 795-06.35 Cut And Cap Service Line 1.000 Each 795-06.37 Cut And Cap 12in Water Line 2.000 Each 795-08.01 2in Gate Valve Assembly 6.000 Each 795-08.04 6in Gate Valve Assembly 6.000 Each 795-08.05 8in Gate Valve Assembly 22.000 Each 795-08.09 12in Gate Valve Assembly 10.000 Each 795-09.09 Relocate/Reconnect Service Assembly 8.000 Each 795-09.28 3/4in Copper Service Pipe 585.000 l.f. 795-10.03 1in Auto Air Release Valve Assembly 2.000 Each 795-10.31 2in Blow-Off Assembly 3.000 Each 795-11.02 Fire Hydrant Assembly 2.000 Each 795-12.01 Remove Fire Hydrant 2.000 Each 795-12.02 Removal Of Existing Line (1) Ls 795-12.03 Pipe Grouting (1) Ls 795-12.08 Remove Water Meter 3.000 Each 795-15.01 8in Steel Casing Pipe Open Cut Method 150.000 l.f. 795-15.02 12in Steel Casing Pipe Open Cut Method 130.000 l.f. 795-15.04 18in Steel Casing Pipe Open Cut Method 245.000 l.f. 795-15.25 16in Steel Casing Pipe Open Cut Method 600.000 l.f. 797-02.04 2in Hdpe Force Main 890.000 l.f. 797-02.06 4in Hdpe Force Main 1,360.000 l.f. 797-02.07 6in Hdpe Force Main 630.000 l.f. 797-02.08 8in Hdpe Force Main 525.000 l.f. 797-06.87 Open Cut 8in Steel Casing Pipe 125.000 l.f. 797-06.89 Open Cut 12in Steel Casing Pipe 140.000 l.f. 797-06.90 Open Cut 16in Steel Casing Pipe 110.000 l.f. 797-06.97 Open Cut __In Steel Casing Pipe (6 In) 135.000 l.f. 797-07.02 48in Manhole 4ft-6ft Depth 1.000 Each 797-08.05 6in Pvc Pipe For Service Lateral 100.000 l.f. 797-09.06 4in Plug Valve Assembly 4.000 Each 797-09.07 6in Plug Valve Assembly 2.000 Each 797-09.08 8in Plug Valve Assembly 2.000 Each 797-09.19 1in Combo Air Release Valve Assembly 3.000 Each 797-09.41 Cut And Cap 2in Force Main 2.000 Each 797-09.43 Cut And Cap 4in Force Main 2.000 Each 797-09.44 Cut And Cap 8in Gravity 2.000 Each 797-09.46 Cut And Cap 6in Force Main 2.000 Each 797-09.47 Cut And Cap 8in Force Main 2.000 Each 797-09.51 2in Plug Valve w/Check Valve Assembly 2.000 Each 797-10.09 Connect Ex. 8in Sewer To New Manhole 1.000 Each 797-10.14 Connect To 2in Force Main 4.000 Each 797-10.16 Connect To 4in Force Main 2.000 Each 797-10.17 Connect To 6in Force Main 2.000 Each 797-10.18 Connect To 8in Force Main 2.000 Each 797-10.31 Residential Grinder Pump Station 2.000 Each 797-11.30 Retirein Place Existing Sewer <8in 450.000 l.f. 797-11.31 Retirein Place Existing Sewer 8in-14in 690.000 l.f. 797-11.34 Remove Existing Sewer <8in 735.000 l.f. 797-11.35 Remove Existing Sewer 8in-14in 210.000 l.f. 797-11.38 By-Pass Pumping (1) Ls 797-40.01 Concrete Encasement 32.000 l.f.
Details

Bridge, New Construction.
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 34 - Transportation, Bridges.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.
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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents