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Last Updated 12/13/2019 06:18 AM
Project Title

US 20: Cumberland Road to Davison Road

Physical Address View project details and contacts
City, State (County) PA   (Erie County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

For the milling and resurfacing with Warm Mix Superpave Asphalt Mixtures, as well as guiderail, drainage, curb ramps, traffic signals, pavement markings, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0020, Section 17M, in Erie County, Harborcreek Township and Wesleyville Borough from approximately 0.3 miles east of the intersection with SR 0430 at Segment 0680 Offset 1647 to approximately 2.4 miles west of the intersection with SR 1004 at Segment 0780 Offset 0286. 0203-0001 Cubic Yard 64.000 01 n c Class 1 Excavation 4203-0003 Cubic Yard 45.000 01 n Req c1 Std Class 1a Excavation 0203-0004 Cubic Yard 107.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 2.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 425.000 01 n c1, h Cleaning Existing Ditches 0205-0363 Ton 17.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 8.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0385 Ton 3.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0311-0437 Ton 39.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 422.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 16.000 01 n Req e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4341-0006 Square Yard 43,584.000 01 n Req e Proj Cold In Place Recycled Bituminous Base Course, 3" Depth 0341-0010 Gallon 50,340.000 01 n e Bituminous Material 0350-0106 Square Yard 168.000 01 n c, e Subbase 6" Depth (No. 2a) 0405-0001 Dollar 25,000.000 $1.00 $25,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0482 Square Yard 3,782.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0485 Square Yard 84.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-2495 Ton 142.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-7470 Ton 464.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 227,496.000 01 n f4 Bituminous Tack Coat 4460-0001 Square Yard 43,584.000 01 n Yes f4 Std Bituminous Tack Coat For Cold Recycle Base Course 0461-0001 Square Yard 3,667.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 63,665.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0019 Square Yard 19,768.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 112,012.000 01 n f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 4491-0100 Each 68.000 01 n Req f3 Std Mill And Repair Existing Shoulder 0501-0024 Square Yard 47.000 01 n g Plain Cement Concrete Pavement, 6" Depth 4601-0004 Linear Foot 8.000 01 n Req c1, h Std Remove Existing Pipe e 4601-0353 Linear Foot 195.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-7313 Linear Foot 195.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation o 4601-0763 Linear Foot 195.000 01 n Yes h Std 18" Ductile Iron Pipe Includes Excavation e 4601-0550 Linear Foot 570.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Includes Excavation o 4601-7014 Linear Foot 570.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation 0601-5431 Cubic Yard 1.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 331.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-6099 Linear Foot 84.000 01 n Yes h Std 19" x 30" Elliptical Reinforced Concrete Pipe, Type a Horizontal, 2` - 1.5`, 100 Year Design Life Includes Excavation o 4601-7027 Linear Foot 84.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Includes Excavation 0601-7005 Linear Foot 8.000 01 n h 12" Reinforced Concrete Pipe, Type a, 30` - 1.5` Fill 0601-7325 Linear Foot 4.000 01 n h 24" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill e 4601-8077 Linear Foot 164.000 01 n Yes h Std 48" Reinforced Concrete Pipe, Type a, 50` - 1.5` Fill, 100 Year Design Life Includes Excavation o 4601-2901 Linear Foot 164.000 01 n Yes h Std 48" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 10 Gage, 100 Year Design Life Includes Excavation 0605-2711 Set 6.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 4605-2730 Set 3.000 01 n Yes k Std Type m Concrete Top Unit And Grate Leafless 0605-2731 Set 4.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 9.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 1.000 01 n k Type 4 Inlet Box, Height < /= 10` 4605-4010 Each 3.000 01 n Req c1, h Std Remove Existing Inlet 4605-4011 Each 2.000 01 n Req c1, h Std Remove Existing Endwall 0606-0050 Set 1.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 10.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 6.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,609.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 4620-0595 Linear Foot 187.000 01 n Req j Proj Structure Mounted Guide Rail 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 538.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 163.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 251.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 25.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0623-0112 Each 2.000 01 n j1 Flared End Transition 0630-0001 Linear Foot 1,212.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 510.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4630-0010 Linear Foot 9.000 01 n Yes k Proj Plain Cement Concrete Curb, Including Removal Of Existing Curb Includes Dowel Bars 4641-0005 Square Yard 158.000 01 n Yes k Proj Plain Cement Concrete Curb Gutter Includes Removal 0656-0005 Square Yard 9,290.000 01 n e, f Paved Shoulders, Type 6- Sp 4676-0001 Square Yard 491.000 01 n Yes k Std Cement Concrete Sidewalk Curb Ramps 4676-0002 Square Yard 28.000 01 n Yes k Std Cement Concrete Sidewalk 6" Depth 4677-0002 Ton 8.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0004 Square Foot 570.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 570.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 570.000 01 n k Detectable Warning Surface, Cast Iron 0802-0001 Cubic Yard 30.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 18.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0910-0002 Each 2.000 01 n c1, p8 Junction Boxes j.b.-2 0931-0003 Square Foot 369.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 5.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 74.000 01 n r Post Mounted Signs, Type f 4936-0010 Square Foot 227.000 01 n Yes r Proj Structure Mounted Flat Sheet Aluminum Signs With Stiffeners Stranded Aircraft Cable 0937-0105 Each 14.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 61.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0337 Each 14.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0951-0135 Each 4.000 01 n p Traffic Signal Support, 35` Mast Arm 0951-0140 Each 1.000 01 n p Traffic Signal Support, 40` Mast Arm 0951-0145 Each 1.000 01 n p Traffic Signal Support, 45` Mast Arm 0951-0150 Each 1.000 01 n p Traffic Signal Support, 50` Mast Arm 0951-0160 Each 2.000 01 n p Traffic Signal Support, 60` Mast Arm 4951-0160 Each 1.000 01 n Yes p Proj Traffic Signal Support, 60` Mast Arm /50` Dual Mast Arm 0951-4014 Each 1.000 01 n p Traffic Signal Support, 14` Pedestal 4951-4020 Each 34.000 01 n Yes p Proj Pedestrian Stub Pole Type b Or e 4952-1040 Each 2.000 01 n Yes p Proj Nema Ts-2; Type 2 Controller Assembly, Type 1 Mounting Econolite 0952-2052 Each 2.000 01 n p Controller Assembly, Solid State Flasher, Dual Circuit, Type Ii Mounting 0954-0012 Linear Foot 361.000 01 n p8 2 Inch Conduit 0954-0014 Linear Foot 820.000 01 n p8 4 Inch Conduit 0954-0151 Linear Foot 607.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 11.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0154 Linear Foot 491.000 01 n c1, p8 Trench And Backfill, Type Iv 0954-0201 Linear Foot 8,695.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 2,750.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 650.000 01 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0304 Each 19.000 01 n p8 Junction Box, Jb-27 Galvanized Steel 0954-0402 Each 4.000 01 n p8 Electrical Service, Type b 0955-2082 Each 26.000 01 n p Vehicular Signal Head, One 8" Section 0955-3206 Each 14.000 01 n p Vehicular Signal Head, One 12" Section 0955-3208 Each 38.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 7.000 01 n p Vehicular Signal Head, Five 12" Sections 0955-3722 Each 42.000 01 n p Led Countdown Pedestrian Signal Head, Type a 0956-0101 Linear Foot 215.000 01 n p8 Loop Sensor 4956-0500 Each 42.000 01 n Yes p Proj Pedestrian Push Button Latching 4956-0601 Each 24.000 01 n Yes p Proj Radar Detector Stop Bar 0956-0802 Each 6.000 01 n p Acoustic Preemption System 0960-0005 Linear Foot 5,350.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 925.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 760.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0220 Each 5.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 9.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 69.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 10.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0962-1000 Linear Foot 40,432.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 36,536.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 217,758.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 200.000 01 n o 24" Yellow Waterborne Pavement Markings 0962-1019 Linear Foot 92.000 01 n o 24" White Waterborne Transverse Pavement Markings 0962-1061 Each 3.000 01 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 3.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0966-0011 Each 205.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0018 Each 105.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0300 Each 100.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0974-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type e 9000-0001 Square Yard 122,537.000 01 n f Std Superpave Asphalt Mixture Design, Wma Wearing Course, Rps Pg 76-22, 0.3 To <3 Million Esals, 9.5mm Mix 1 1/2" Depth, Srl-h (With Fibers) 9000-0002 Ton 4,944.000 01 n f Std Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 76-22, 0.3 To <3 Million Esals, 9.5mm Mix, Srl-l (With Fibers) (60#/Sy) 9000-0003 Ton 63.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.00 Mm Mix, Curb 9000-0004 Ton 46.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.00 Mm Mix, Pipe Replacement 9000-0005 Each 1.000 01 n k Proj Type d-w Endwall With Twin 48" Pipes 9000-0006 Ton 422.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, Longitudinal 9000-0007 Ton 16.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, Transverse 9000-0700 Each 8.000 01 n p Proj Signal Backplate With 2" Retroreflective Fluorescent Yellow Border Installation 9000-0701 Each 14.000 01 n p Proj Radar Detector, Advance/Dilemma 9000-0702 Each 5.000 01 n p Proj Reconfigure Controller 9000-0703 Each 4.000 01 n p Proj Gps Antenna Installation 9000-0704 Each 1.000 01 n p Proj Pedestal Pole Removal 9000-0710 Lump Sum 1.000 01 n p Proj Remove Existing Lead-In And Signal Cable 9000-0711 Each 11.000 01 n p Proj Drilling Of Existing Foundation 9000-0812 Linear Foot 7,455.000 01 n o Proj 6" Recessed White Reflective Pavement Marking Tape 9000-1000 Square Yard 198.000 01 n k Proj Elastomer Waterproofing Membrane Installed On Bridge Deck 9000-5001 Each 57.000 01 n x Std Preparation Of Working Drawings For Concrete Curb Ramps 9000-6174 Dollar 65,000.000 $1.00 $65,000.00 01 y x Std Evaluation Of Overall Lot Pay Factor And Payment Of Incentive

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 07 - Thermal and Moisture Protection, Roof Accessories, Manufactured Curbs.
Division 10 - Specialties, Signage.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Curbs and Gutters, Asphalt Curbs, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Utility Drainage Piping, Storm Drainage Structures.
Division 34 - Transportation, Guideways/Railways, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents