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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 |
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Project Documents |
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