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Last Updated 02/19/2021 10:49 PM
Project Title

PA 5: SR 4029 to PA 89

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 milling and resurfacing using Superpave Asphalt Mixtures, as well as guiderail, drainage, ADA Curb Ramps, pavement markings and delineation, as indicated on the approved drawings included in the bid package for State Route 5 In Erie County Lawrence Park Township from approximately segment 710 offset 0 to approximately segment 920 offset 2076. 0203-0003 Cubic Yard 165.000 01 n c1 Class 1a Excavation 0204-0001 Cubic Yard 30.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 11,229.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0364 Ton 116.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 10.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0206-0010 Ton 10.000 01 n c1 Select Granular Material (2rc) 0316-0437 Ton 2,000.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 750.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Transverse 4341-0006 Square Yard 118,451.000 01 n Yes e Proj Cold In Place Recycled Asphalt Base Course, 3" Depth With Modifications 0341-0010 Gallon 142,700.000 01 n e Asphalt Material 0350-0121 Ton 225.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 21,000.000 $1.00 $21,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-1024 Ton 6,400.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-3245 Ton 18,208.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-9999 Dollar 108,000.000 $1.00 $108,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 242,413.000 01 n f4 Asphalt Tack Coat 4460-0001 Square Yard 118,451.000 01 n Yes f4 Proj Asphalt Tack Coat Over Recycled Material 0461-0001 Square Yard 23,750.000 01 n f4 Asphalt Prime Coat 4469-0001 Linear Foot 53,500.000 01 n Yes f2 Std Longitudinal Joint Sealing For New Pavement Surfaces Custom Modified 4491-0019 Square Yard 36,060.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor After Shoulder Backup 4491-0100 Each 296.000 01 n Yes f3 Std Mill And Repair Existing Shoulder Custom Modified 4501-0124 Square Yard 779.000 01 n Yes g Proj h.e.s. Plain Cement Concrete Pavement, 6" Depth Includes Excavation And Subbase 4601-5401 Linear Foot 20.000 01 n Yes h Proj Relaid Pipe Culvert Includes Excavation And Backfill 0601-5901 Linear Foot 1,001.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7009 Linear Foot 4.000 01 n h 15" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill 0601-7016 Linear Foot 4.000 01 n h 18" Reinforced Concrete Pipe, Type a, 25` - 1.5` Fill, 100 Year Design Life 0605-1300 Each 3.000 01 n c1, h1 Cleaning Drainage Structures 0605-2700 Each 3.000 01 n k Inlet Grate 4605-2700 Each 1.000 01 n Yes k Std Inlet Grate Leafless 4605-4011 Each 2.000 01 n Yes c1, h Std Remove Existing Endwall Custom Modified 0606-0050 Set 5.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 1.000 01 n k Rebuilt Inlet Box 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 0616-1201 Each 1.000 01 n h Concrete End Sections For 15" Pipe 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0619-0459 Each 13.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 6.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 19.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 4,138.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 4620-0595 Linear Foot 100.000 01 n Yes j Proj Structure Mounted Guide Rail Reset 0620-0872 Each 4.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 14.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 3,550.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 175.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 150.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 150.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 238.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 21.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 85.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 65.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0660-0022 Linear Foot 42,551.000 01 n f3 Milled Centerline Rumble Strips Type 2 4676-0001 Square Yard 150.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4677-0002 Ton 203.000 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 100.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 100.000 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 100.000 n k Detectable Warning Surface, Polymer Concrete 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0105 Each 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 130.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0962-1000 Linear Foot 106,868.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 267,996.000 01 n o 4" Yellow Waterborne Pavement Markings 0966-0011 Each 164.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material 9000-5002 Each 10.000 01 n x Std Curb Ramp Analysis With Limited Submissions

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
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