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Last Updated 12/13/2019 05:57 AM
Project Title

US 62: Betts Park to Market Street

Physical Address View project details and contacts
City, State (County) Warren, PA 16365   (Warren 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 $1,000,000 to $2,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

For milling and resurfacing using warm mix Superpave Asphalt mixtures, ADA curb ramp construction, traffic signal improvements, pavement markings, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0062, Section 23M, in Warren County, City of Warren, from approximately 0.26 miles south of Sill Street at segment 422 offset 0000 to approximately Market Street intersection at segment 450 offset 0000. 0203-0001 Cubic Yard 26.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 5.000 01 n c1, h Class 2 Excavation 0205-0364 Ton 3.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0350-0106 Square Yard 14.000 01 n c, e Subbase 6" Depth (No. 2a) 0405-0001 Dollar 7,000.000 $1.00 $7,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0485 Square Yard 1,531.000 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 2,262.000 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 0460-0001 Square Yard 121,477.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 1,963.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 19,531.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0019 Square Yard 61,023.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-5901 Linear Foot 580.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7313 Linear Foot 35.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation o 4601-0763 Linear Foot 35.000 01 n Yes h Std 18" Ductile Iron Pipe Includes Excavation 0605-1300 Each 10.000 01 n c1, h1 Cleaning Drainage Structures 4605-2700 Each 4.000 01 n Yes k Std Inlet Grate Inlet Grate Leafless 0605-2701 Each 5.000 01 n k Bicycle Safe Inlet Grate 4605-2701 Each 3.000 01 n Yes k Proj Bicycle Safe Inlet Grate Non-Standard Size (Field Verify) 0605-2711 Set 5.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 12.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2731 Set 3.000 01 n Yes k Proj Type m Concrete Top Unit And Bicycle Safe Grate Pave Around Inlet & Non-Standard Size Grate (Field Verify) 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10` 4605-4010 Each 1.000 01 n Req c1, h Std Remove Existing Inlet 0606-0150 Set 6.000 01 n c1, k Grade Adjustment Of Existing Manholes 4606-0150 Set 22.000 01 n Yes c1, k Std Grade Adjustment Of Existing Manholes City To Supply Ring And Lid 0607-0200 Vertical Foot 1.000 01 n k Rebuilt Manhole 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 Equipment Package 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 625.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,313.000 01 n j Type 31-s Guide Rail 0630-0001 Linear Foot 80.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 1,766.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0656-0005 Square Yard 118.000 01 n e, f Paved Shoulders, Type 6- Sp 0657-0001 Square Yard 6,528.000 01 n e, f Paved Shoulders, Type 7 4676-0001 Square Yard 537.000 01 n Yes k Std Cement Concrete Sidewalk Ada Curb Ramps 4676-0002 Square Yard 33.000 01 n Yes k Std Cement Concrete Sidewalk 6" Depth 4677-0002 Ton 12.000 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 4695-0003 Square Foot 610.000 01 n Yes k Std Detectable Warning Surface, Polymer Concrete Color Specific o 4695-0004 Square Foot 610.000 01 n Yes k Std Detectable Warning Surface, Polymer Composite Color Specific 0802-0001 Cubic Yard 21.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 7.000 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 0931-0003 Square Foot 56.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 22.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0300 Each 28.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 0937-0301 Each 21.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0500 Each 35.000 01 n r Delineator Removal 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0954-0012 Linear Foot 180.000 01 n p8 2 Inch Conduit 0954-0014 Linear Foot 48.000 01 n p8 4 Inch Conduit 0954-0151 Linear Foot 80.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 107.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0154 Linear Foot 33.000 01 n c1, p8 Trench And Backfill, Type Iv 0954-0201 Linear Foot 1,474.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 4954-0202 Linear Foot 1,508.000 01 n Yes p8 Proj Signal Cable, 14 Awg, 5 Conductor Including Removal Of Existing Cable 0954-0302 Each 1.000 01 n p8 Junction Box, Jb-27 0955-2805 Each 16.000 01 n p Vehicular Signal Head, Three 8" Sections 4956-0790 Each 16.000 01 n Yes p Proj Accessible Pedestrian Signals With Integrated Speaker/Push Button Housing 0960-0005 Linear Foot 2,673.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 278.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0110 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "School", 8` - 0" 0960-0127 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0960-0224 Each 32.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0230 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Wrong Way Arrow", 23` - 0" 0962-1000 Linear Foot 5,009.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 3,040.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 90,106.000 01 n o 4" Yellow Waterborne Pavement Markings 0975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 9000-0001 Ton 500.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To <3 Million Esals, 19.0mm Mix 9000-0002 Ton 58.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To <3 Million Esals, 19.0mm Mix, Transverse 9000-0003 Ton 166.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Curb Replacement, 8" Depth 9000-0004 Ton 15.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Replacement 9000-0005 Square Foot 24.000 01 n k Proj Cheek Wall 9000-0704 Each 2.000 01 n p Proj Reconfigure Controller 9000-0705 Each 16.000 01 n p Proj Pedestrian Stub Pole, Type b Or e, Powder Coated 9000-0706 Each 2.000 01 n p Proj Gps Antenna 9000-3722 Each 16.000 01 n p Proj Led Countdown Pedestrian Signal Head, Type a, Powder Coated Mounting Hardware 9000-4014 Each 1.000 01 n p Proj Reset Traffic Signal Support, 14` Pedestal 9000-5002 Each 61.000 01 n x Proj Curb Ramp Analysis With Limited Submissions 9000-6174 Dollar 27,764.000 $1.00 $27,764.00 01 y x Proj Evaluation Of Overall Lot Pay Factor And Payment Of Incentive 9000-9482 Square Yard 51,929.000 01 n f Proj 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

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.
Division 34 - Transportation, Transportation Signaling and Control Equipment, Roadway Signaling and Control Equipment, Traffic Signals, Traffic Control Equipment.

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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents