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Last Updated 04/17/2020 02:40 AM
Project Title

SR 191 Paving

Physical Address View project details and contacts
City, State (County) PA   (Wayne 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 $5,000,000 to $7,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This project is for the resurfacing of approximately 13.84 miles of existing bituminous roadway on STATE ROUTE 191 section pav in wayne county, honesdale borough and lebanon, damascus and manchester townships in the commonwealth of pennsylvanna from Segment 0530 Offset 0000 to Segment 1000 Offset 2351 with Warm Mix Asphalt (WMA) Binder Course, seal coat, milling, bituminous patching, guide rail, pavement markings, line painting and other miscellaneous construction. 0316-0337 Ton 1,612.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 4350-0121 Ton 4,707.000 01 n Yes c, e Std Subbase (No. 2a) For Shoulder Backup 0411-0492 Ton 1,801.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 4411-0492 Ton 230.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h For Driveway And Sideroad Adjustments 0411-2492 Ton 542.000 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-h 4411-6370 Ton 1,622.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix (Mechanized Patching) 0411-6470 Ton 28,520.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0450-3310 Ton 60.000 01 n f1 Superpave Asphalt Mixture Design, Wma Binder Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 228,215.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 15,531.000 01 n f4 Std Bituminous Prime Coat 0470-0362 Square Yard 190,133.000 01 n f4 Bituminous Seal Coat, Using Non-Polymer Modified Asphalt And Aashto No. 8 Aggregate, Srl-m 4491-0019 Square Yard 1,954.000 01 n Yes f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Driveway And Sideroad Adjustments 0491-0039 Square Yard 18,064.000 01 n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0606-0050 Set 3.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 2.000 01 n c1, k Grade Adjustment Of Existing Manholes 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 63.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 7.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 17.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 14,238.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 10,675.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 688.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 138.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0620-1670 Each 17.000 01 n j Type 31-Strong Post In-Line Anchor 0660-0022 Linear Foot 69,891.000 01 n f3 Milled Centerline Rumble Strips Type 2 0686-0030 Lump Sum 1.000 01 n x Std Construction Surveying, Type b, Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0810-0027 Linear Foot 41,626.000 01 n m1 Tree Trimming To An Unlimited Height 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 297,964.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 312,676.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0937-0107 Each 379.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 379.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0956-0101 Linear Foot 250.000 01 n p8 Loop Sensor 0960-0021 Linear Foot 453.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0102 Each 8.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8` - 0" 0960-0142 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Ahead", 8` - 0" 0960-0220 Each 3.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0226 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0964-0001 Linear Foot 151,086.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 146,182.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 232.000 01 n o 6" White Epoxy Pavement Markings 0966-0300 Each 568.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0491 Square Yard 731.000 01 n f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Material Retained By Contractor, For Structures 9000-3000 Ton 4,352.000 01 n f, f1, f3 Std Mechanized Edge Repair 9000-6174 Dollar 10,000.000 $1.00 $10,000.00 01 y f Std Superpave Pwt Incentive

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
 Engineered Spec Sheet
 Architectural Plans
 Other Documents