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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.

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 - Earthwork, Grading, Erosion and Sedimentation Controls.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Retaining Walls.
Division 33 - Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.
Division 34 - Transportation, Roadway Signaling and Control Equipment, Traffic Signals.
Division 35 - Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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