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Last Updated 05/03/2022 07:08 AM
Project Title

Construction of Pedestrian Facilities on u.s. 43 (S.R. 6) from Remke Lane (L.M. 23.16) to North of Good Hope Road (L.M. 24.20)

Physical Address View project details and contacts
City, State (County) TN   (Lawrence County)
Category(s) Heavy and Highway
Sub-Category(s) Sidewalks/Parking Lot
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 201-01 Clearing And Grubbing (1) Ls 202-01 Removal Of Structures And Obstructions (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 14,890.000 c.y. 203-02.01 Borrow Excavation (Graded Solid Rock) 1,800.000 Ton 203-05 Undercutting 960.000 c.y. 203-06 Water 75.000 m.g. 203-07 Furnishing & Spreading Topsoil 1,100.000 c.y. 204-06.01 Flowable Fill (General) 42.000 c.y. 204-08 Foundation Fill Material 15.000 c.y. 209-05 Sediment Removal 345.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 90.000 l.f. 209-08.08 Enhanced Rock Check Dam 4.000 Each 209-09.03 Sediment Filter Bag (15' x 15') 2.000 Each 209-09.43 Curb Inlet Protection (Type 4) 60.000 Each 209-40.33 Catch Basin Protection (Type d) 1.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 3.000 Each 209-40.46 Catch Basin Filter Assembly(Type 6) 36.000 Each 209-40.48 Catch Basin Filter Assembly(Type 8) 1.000 Each 303-01 Mineral Aggregate, Type a Base, Grading d 5,859.000 Ton 303-01.01 Granular Backfill (Roadway) 187.000 Ton 303-10.01 Mineral Aggregate (Size 57) 16.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 1,140.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 15.000 Ton 402-02 Aggregate For Cover Material (Pc) 52.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 7.000 Ton 407-20.05 Saw Cutting Asphalt Pavement 500.000 l.f. 411-01.10 Acs Mix(Pg64-22) Grading d 771.000 Ton 604-01.01 Class a Concrete (Roadway) 106.000 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 11,279.000 Lb. 604-01.04 1-1/2" Steel Pipe Handrail 42.000 l.f. 604-01.20 Box Tube Safety Rail 560.000 l.f. 604-07.01 Retaining Wall (Description) (No. 1) 560.000 s.f. 604-07.02 Retaining Wall (Description) (No. 2) 2,220.000 s.f. 604-07.03 Retaining Wall (Description) (No. 3) 1,070.000 s.f. 606-24.12 Temporary Sheet Piles 700.000 s.f. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 3,624.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 824.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 148.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 8.000 l.f. 611-07.57 24in Endwall (Cross Drain) 3:1 1.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 1.000 Each 611-07.67 42in Endwall (Cross Drain) 4:1 1.000 Each 611-12.01 Catch Basins, Type 12, 0' - 4' Depth 1.000 Each 611-25.01 Catch Basins, Type 25, 0' - 4' Depth 21.000 Each 611-25.02 Catch Basins, Type 25, > 4' - 8' Depth 14.000 Each 611-27.02 Catch Basins, Type 27, > 4' - 8' Depth 1.000 Each 611-42.01 Catch Basins, Type 42, 0' - 4' Depth 1.000 Each 611-42.02 Catch Basins, Type 42, > 4' - 8' Depth 1.000 Each 611-42.04 Catch Basins, Type 42, > 12' - 16' Depth 1.000 Each 701-02 Concrete Driveway 440.000 s.f. 701-02.03 Concrete Curb Ramp 129.000 s.f. 701-02.06 Detectable Warning Surface (Rehabilitation) 150.000 s.f. 701-03 Concrete Median Pavement 140.000 c.y. 702-01 Concrete Curb 170.000 c.y. 702-01.01 Extruded Sloping Curb 800.000 l.f. 702-03 Concrete Combined Curb & Gutter 516.000 c.y. 705-08.51 Portable Impact Attenuator Nchrp350 Tl-3 2.000 Each 707-08.11 High-Visibility Construction Fence 500.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 32.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 100.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 8.000 Ton 709-05.08 Machined Rip-Rap (Class b) 255.000 Ton 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 200.000 l.f. 712-02.36 Remove And Relocate Portable Barrier Rail 600.000 l.f. 712-04.01 Flexible Drums (Channelizing) 150.000 Each 712-05.01 Warning Lights (Type a) 25.000 Each 712-06 Signs (Construction) 256.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 152.000 l.f. 712-08.03 Arrow Board (Type c) 1.000 Each 713-01.01 Class a Concrete (Foundation For Sign Supports) 0.400 c.y. 713-01.02 Steel Bar Reinforcement(Foundation For Sign Supports) 79.000 Lb. 713-06 Steel i-Beams & Wf-Beams(Breakaway) Sign Support 388.000 Lb. 713-11.01 "u" Section Steel Posts 22.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 526.000 Lb. 713-11.21 p Post Slip Base 4.000 Each 713-11.22 u Post Slip Base 5.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 85.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 15.000 s.f. 713-14 Extruded Aluminum Panel Signs 18.000 s.f. 713-14.21 Street Name Sign (Rigid 0.100in Thick 152.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-16.01 Changeable Message Sign Unit 2.000 Each 713-16.20 Signs (Description) (r10-12) 2.000 Each 713-16.21 Signs (Description) (r3-1) 1.000 Each 713-16.22 Signs (Description) (r5-3) 2.000 Each 713-16.23 Signs (Description) (w11-14) 6.000 Each 713-16.24 Signs (Description) (r3-1 Blank-Out) 2.000 Each 713-16.25 Signs (Description) (r3-2) 1.000 Each 713-16.26 Signs (Description) (w3-3) 2.000 Each 713-16.27 Signs (Description) (r1-2) 1.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 850.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 136.000 l.f. 716-02.08 Plastic Pavement Marking (8" Dotted Line) 220.000 l.f. 716-02.09 Plastic Pavement Marking (Longitudinal Cross-Walk) 124.000 l.f. 716-02.12 Plastic Pavement Marking (8in Line) 0.300 l.m. 716-03.03 Plastic Word Pavement Marking (Stop Ahead) 4.000 Each 716-08.20 Removal Of Pavement Marking (Line) 0.500 l.m. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 1.500 l.m. 717-01 Mobilization (1) Ls 730-02.08 Signal Head Assembly (130 Pole Mounted) 1.000 Each 730-02.09 Signal Head Assembly (130 With Backplate) 12.000 Each 730-02.17 Signal Head Assembly (150 a2h With Backplate) 2.000 Each 730-02.30 Signal Head Assembly (Description) (140 a1 With Backplate) 2.000 Each 730-02.31 Signal Head Assembly (Description) (140 a1 Pole Mounted) 1.000 Each 730-03.21 Install Pull Box (Type b) 20.000 Each 730-05.01 Electrical Service Connection 2.000 Each 730-08.03 Signal Cable - 7 Conductor 1,990.000 l.f. 730-08.10 Signal Cable - (Description) (Radar Detector) 480.000 l.f. 730-08.11 Signal Cable - (Description) (Blank-Out Sign) 360.000 l.f. 730-09.20 Span Wire Assembly 970.000 l.f. 730-10.01 Tether Wire Assembly - 1/4" Diameter 970.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 1,290.000 l.f. 730-12.13 Conduit 2" Diameter (Jack And Bore) 380.000 l.f. 730-13.05 Vehicle Detector (Ext. Call - Delay Call) 14.000 Each 730-13.09 Vehicle Detector (Description) (Radar) 2.000 Each 730-14.01 Shielded Detector Cable 4,185.000 l.f. 730-14.02 Saw Slot 2,300.000 l.f. 730-14.03 Loop Wire 6,260.000 l.f. 730-15.31 Cabinet (Four 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 730-23.30 Pedestal Pole (Description) (Type b - 14') 2.000 Each 740-10.03 Geotextile (Type Iii)(Erosion Control) 358.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 2,200.000 s.y. 740-11.02 Temporary Sediment Tube 12in 7,000.000 l.f. 801-01.07 Temporary Seeding (With Mulch) 75.000 Unit 801-03 Water (Seeding & Sodding) 150.000 m.g. 803-01 Sodding (New Sod) 12,140.000 s.y. 806-02.03 Project Mowing 2.000 Cycl 791-03.02 2in Hdpe Gas Main 1,289.000 l.f. 791-06.02 Connect To 2in Ex. Pe Main 4.000 Each 791-07.01 2in Pe Gas Valve Assembly 3.000 Each 791-08.08 1in Pe Service Pipe 100.000 l.f. 795-01.09 12in Dip Restrained Joint Water Line 1,925.000 l.f. 795-03.02 2in Pvc Water Line 35.000 l.f. 795-03.04 4in Pvc Water Line 40.000 l.f. 795-03.05 6in Pvc Water Line 3,390.000 l.f. 795-06.01 Connect To 2in Water Line 2.000 Each 795-06.03 Connect To 4in Water Line 1.000 Each 795-06.04 Connect To 6in Water Line 2.000 Each 795-06.07 Connect To 12in Water Line 2.000 Each 795-06.31 Cut And Cap 2in Water Line 2.000 Each 795-06.32 Cut And Cap 4in Water Line 1.000 Each 795-06.33 Cut And Cap 6in Water Line 4.000 Each 795-06.37 Cut And Cap 12in Water Line 2.000 Each 795-07.15 12in x 12in Tapping Sleeve And Valve 1.000 Each 795-08.01 2in Gate Valve Assembly 2.000 Each 795-08.03 4in Gate Valve Assembly 1.000 Each 795-08.04 6in Gate Valve Assembly 8.000 Each 795-08.09 12in Gate Valve Assembly 2.000 Each 795-09.09 Relocate/Reconnect Service Assembly 30.000 Each 795-11.02 Fire Hydrant Assembly 5.000 Each 795-12.01 Remove Fire Hydrant 3.000 Each 797-05.02 8in Dip Gravity Sewer 6ft-12ft Depth 174.000 l.f. 797-07.03 48in Manhole 6ft-8ft Depth 2.000 Each 797-07.62 Manhole Modification 2.000 Each 797-10.02 Connect 8in Sewer To Exist. Manhole 1.000 Each 797-10.09 Connect Ex. 8in Sewer To New Manhole 2.000 Each 797-11.38 By-Pass Pumping (1) Ls

Details

Division 31 - Earthwork, Earthwork Methods.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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