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Last Updated | 02/06/2021 02:19 AM |
Project Title | The Grading, Drainage, Construction of A Retaining Wall, Signals and Paving on U.S. 41A (S.R. 15) at University Avenue (L.M. 27.88) |
Physical Address | View project details and contacts |
City, State (County) | Sewanee, TN 37375 (Franklin County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, 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 | Project No. PHSIP/NH-SIP-15(185), 26002-3242-94 (PIN 120298.00) The grading, drainage, construction of a retaining wall, signals and paving on U.S. 41A (S.R. 15) at University Avenue (L.M. 27.88). Project No. 26005-4231-04 (PIN 129780.00) The construction of a small drainage structure on S.R. 50 (L.M. 7.6). 105-01 Construction Stakes, Lines And Grades (1) Ls 201-01 Clearing And Grubbing (1) Ls 202-01.13 Removal Of Pipe (Size ,Sta.) (36" Pl Pipe ,Sta.4008+80.00) 189.000 l.f. 202-01.14 Removal Of Pipe (Size, Sta.) (24" Pl Pipe, Sta.4008+80.00) 61.000 l.f. 202-01.56 Removal Of Structures & Obstructions (Description) (Cb & Mh) (1) Ls 202-01.57 Removal Of Structures & Obstructions (Description) (Pipes) (1) Ls 202-03.01 Removal Of Asphalt Pavement 725.000 s.y. 203-01 Road & Drainage Excavation (Unclassified) 10,165.000 c.y. 203-02.02 Borrow Excavation (Graded Solid Rock) 366.000 c.y. 203-03 Borrow Excavation (Unclassified) 2,830.000 c.y. 203-04 Placing And Spreading Topsoil 822.000 c.y. 203-06 Water 29.000 m.g. 204-08 Foundation Fill Material 29.000 c.y. 204-08.01 Backfill Material (Flowable Fill) 18.000 c.y. 208-01.05 Brooming & Degrassing Shoulders 0.320 l.m. 209-03.20 Filter Sock (8 Inch) 80.000 l.f. 209-05 Sediment Removal 131.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 3,906.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 10,933.000 l.f. 209-08.08 Enhanced Rock Check Dam 6.000 Each 209-09.01 Sandbags 50.000 Bag 209-09.03 Sediment Filter Bag (15' x 15') 2.000 Each 209-09.04 Sediment Filter Bag(15' x 10') 1.000 Each 209-09.41 Curb Inlet Protection (Type 2) 12.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 2.000 Each 209-40.46 Catch Basin Filter Assembly(Type 6) 21.000 Each 209-40.47 Catch Basin Filter Assembly(Type 7) 3.000 Each 209-65.04 Temporary In Stream Diversion 250.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 1,012.000 Ton 303-01.02 Granular Backfill (Bridges) 645.000 Ton 303-10.01 Mineral Aggregate (Size 57) 51.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 107.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 128.000 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 30.000 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 31.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 10.500 Ton 402-02 Aggregate For Cover Material (Pc) 5.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 7.000 Ton 407-02.14 Asphalt Pavement Repair 25.000 s.y. 407-20.05 Saw Cutting Asphalt Pavement 90.000 l.f. 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 156.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 229.000 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 775.000 Ton p 411-12.03 Scoring For Rumble Stripe (Noncontinuous) (8in Width) 0.710 l.m. 411-12.04 Scoring For Rumble Stripe (Noncontinuous) (4in Width) 0.100 l.m. 415-01.02 Cold Planing Bituminous Pavement 13,423.000 s.y. 604-01.20 Box Tube Safety Rail 496.000 l.f. 604-02.01 Class a Concrete (Box Bridges) 162.450 c.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 30,738.000 Lb. 604-07.01 Retaining Wall (Description) (Sta. 108+40.00 To 109+37.69 Lt) 289.000 s.f. 607-03.30 18" Pipe Culvert 2,060.000 l.f. 607-05.30 24" Pipe Culvert 162.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 34.000 l.f. 611-02.10 Junction Box, Type 1 1.000 Each 611-05.01 Trench Drains 96.000 l.f. 611-07.01 Class a Concrete (Pipe Endwalls) 2.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 90.000 Lb. 611-09.03 Capping Existing Catchbasin 1.000 Each 611-12.02 Catch Basins, Type 12, > 4' - 8' Depth 21.000 Each 611-14.01 Catch Basins, Type 14, 0' - 4' Depth 2.000 Each 611-14.02 Catch Basins, Type 14, > 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 621-03.11 72" Temporary Drainage Pipe 180.000 l.f. 701-01.01 Concrete Sidewalk (4 ") 22,896.000 s.f. 701-02 Concrete Driveway 443.000 s.f. 701-02.03 Concrete Curb Ramp 2,335.000 s.f. 702-03 Concrete Combined Curb & Gutter 279.000 c.y. 705-04.09 Earth Pad For Type 38 Gr End Treatment 3.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl-3 125.000 l.f. 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 1.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 3.000 Each 705-08.51 Portable Impact Attenuator Nchrp350 Tl-3 1.000 Each 706-01 Guardrail Removed 315.000 l.f. 707-08.11 High-Visibility Construction Fence 1,419.000 l.f. 707-11.01 Pedestrian Construction Barrier Fence 6,072.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 19.000 Each 709-02.01 Rubble Stone Rip-Rap (Grouted) 25.000 c.y. 709-05.05 Machined Rip-Rap (Class a-3) 310.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 104.000 Ton 709-05.09 Machined Rip-Rap (Class c) 2,800.000 Ton 710-09.01 6" Perforated Pipe With Vertical Drain System 57.000 l.f. 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 650.000 l.f. 712-04.01 Flexible Drums (Channelizing) 111.000 Each 712-04.50 Barrier Rail Delineator 17.000 Each 712-05.01 Warning Lights (Type a) 8.000 Each 712-05.03 Warning Lights (Type c) 15.000 Each 712-06 Signs (Construction) 446.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 58.000 l.f. 712-08.03 Arrow Board (Type c) 2.000 Each 712-08.07 Portable Speed Monitor Unit 2.000 Each 713-02.04 Delineator (Mile Marker) & Steel Post 2.000 Each 713-02.21 Sign Post Delineation Enhancement 78.000 l.f. 713-11.02 Perforated/Knockout Square Tube Post 8,420.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 228.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 40.000 s.f. 713-14.21 Street Name Sign (Rigid 0.100in Thick 50.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.35 Metal Barricade (Type Iii) 2.000 Each 713-16.01 Changeable Message Sign Unit 4.000 Each 716-01.07 Temporary Raised Pavement Marker,Yellow 148.000 Each 716-01.21 Snowplowable Raised Pavement Markers Bi-Dir) (1 Color) 57.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 22.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 160.000 Each 716-02.03 Plastic Pavement Marking (Cross-Walk) 376.000 l.f. 716-02.04 Plastic Pavement Marking(Channelization Striping) 41.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 178.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 5.000 Each 716-02.11 Plastic Pavement Marking (6" Dotted Line) 80.000 l.f. 716-04.01 Plastic Pavement Marking (Straight-Turn Arrow) 2.000 Each 716-04.04 Plastic Pavement Marking (Transverse Shoulder) 11.000 l.f. 716-04.12 Plastic Pavement Marking (Yield Line) 160.000 s.f. 716-05.02 Painted Pavement Marking (8" Barrier Line) 6,680.000 l.f. 716-05.05 Painted Pavement Marking (Stop Line) 254.000 l.f. 716-05.20 Painted Pavement Marking (6" Line) 2.850 l.m. 716-08.01 Removal Of Pavement Marking (Line) 7,043.000 l.f. 716-08.02 Removal Of Pavement Marking (8" Barrier Line) 3,375.000 l.f. 716-08.04 Removal Of Pavement Marking (Channelization Striping) 631.000 s.y. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 3.450 l.m. 716-12.05 Enhanced Flatline Thermo Pvmt Mrkng (6in Dotted Line) 358.000 l.f. 717-01 Mobilization (1) Ls 725-20.42 Pull Box (Type b) 4.000 Each 730-02.01 Signal Head Assembly (110) 4.000 Each 730-05.01 Electrical Service Connection 1.000 Each 730-08.02 Signal Cable - 5 Conductor 1,000.000 l.f. 730-12.01 Conduit 1" Diameter (Pvc) 60.000 l.f. 730-12.08 Conduit 2" Diameter (Rgs) 250.000 l.f. 730-15.30 Cabinet (Four Phase Pole Mounted) 1.000 Each 730-16.14 Controller (Description) (Pedestrian Flashing Beacon) 1.000 Each 730-23.88 Cantilever Signal Support (1 Arm @ 45') 2.000 Each 730-24.01 Foundation (Signal Support) 2.000 Each 730-24.07 Foundation (Pedestrian Pole,_____) (Pedestrian Pole, 5') 1.000 Each 730-26.02 Pedestrian Pushbutton With 12" Sign 2.000 Each 730-26.06 Pedestrian Pushbutton Post 1.000 Each 730-40.02 Temporary Traffic Signal System (1) Ls 740-10.03 Geotextile (Type Iii)(Erosion Control) 2,323.000 s.y. 740-11.02 Temporary Sediment Tube 12in 280.000 l.f. 801-02 Seeding (Without Mulch) 19.000 Unit 801-03 Water (Seeding & Sodding) 109.000 m.g. 802-13.04 Cornus Amomum (Silky Dogwood 2-5ft Cntnr Grwn) 4.000 Each 802-13.33 Rhus Copallinum (Winged Sumac 2-5 Ft Cntnr Grwn) 4.000 Each 802-13.51 Alnus Serrulata (Hazel Alder Sdlng Bare Root) 4.000 Each 802-13.54 Cornus Amomum (Silky Dogwood Sdlng Bare Root) 3.000 Each 803-01 Sodding (New Sod) 9,551.000 s.y. 805-12.01 Erosion Control Blanket (Type i) 890.000 s.y. 795-03.05 6in Pvc Water Line 213.000 l.f. 795-05.65 Bore/Jack 16in Steel Casing Pipe-Uncon. 131.000 l.f. 795-06.04 Connect To 6in Water Line 3.000 Each 795-06.33 Cut And Cap 6in Water Line 6.000 Each 795-07.03 6in x 6in Tapping Sleeve And Valve 1.000 Each 795-09.10 Sample Tap 2.000 Each 795-11.12 Retire In Place Existing Water Main 195.000 l.f. 797-05.52 8in Pvc Gravity Sewer 6ft-12ft Depth 64.000 l.f. 797-05.53 8in Pvc Gravity Sewer 12ft-18ft Depth 40.000 l.f. 797-05.56 10in Pvc Gravity Sewer 6ft-12ft Depth 114.000 l.f. 797-05.57 10in Pvc Gravity Sewer 12ft-18ft Depth 241.000 l.f. 797-06.66 Bore/Jack 20in Steel Casing Pipe-Uncon. 52.000 l.f. 797-07.03 48in Manhole 6ft-8ft Depth 1.000 Each 797-07.05 48in Manhole 10ft-12ft Depth 1.000 Each 797-07.06 48in Manhole 12ft-14ft Depth 1.000 Each 797-07.07 48in Manhole 14ft-16ft Depth 1.000 Each 797-07.62 Manhole Modification 1.000 Each 797-07.80 Remove Sewer Manhole 2.000 Each 797-08.04 4in Pvc Pipe For Service Lateral 40.000 l.f. 797-08.05 6in Pvc Pipe For Service Lateral 40.000 l.f. 797-08.07 4in Clean Out Assembly 1.000 Each 797-08.08 6in Clean Out Assembly 1.000 Each 797-10.03 Connect 10-18in Sewer To Exist. Manhole 1.000 Each 797-10.05 Connect 4in Lateral To Sewer Line 1.000 Each 797-10.06 Connect 6in Lateral To Sewer Line 1.000 Each 797-10.09 Connect Ex. 8in Sewer To New Manhole 2.000 Each 797-11.31 Retirein Place Existing Sewer 8in-14in 415.000 l.f. |
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