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Last Updated 01/18/2021 08:26 AM
Project Title

Us 222 Resurf 2

Physical Address View project details and contacts
City, State (County) PA   (Lancaster 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 $7,500,000 to $9,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This is a Pavement Preservation project which consists of bituminous resurfacing, full width milling, base repair, concrete patching, guiderail updates, line painting, and sign updates, all as indicated on the approved drawings included in the Bid Package for State Route 0222, Sections 081, In Lancaster County, West Earl & Ephrata Townships, from the Pool Road overhead bridge at Segment 0860/0861 Offset 2306/2347 to the Mohler Church Road overhead bridge at Segment 0930/0931 Offset 1280/1269, for an overall project length of 22,930.00 linear feet (4.34 miles). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 4205-0300 Ton 46.000 01 n Yes c1 Proj Selected Borrow Excavation Solution Cavities 0205-0390 Ton 7.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0206-0010 Ton 2,115.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 74.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0316-0637 Ton 385.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0404-0012 Dollar 102,600.000 $1.00 $102,600.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 53,000.000 $1.00 $53,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0336 Square Yard 55,614.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 10 To < 30 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-l 0413-1034 Ton 169.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0413-3369 Square Yard 151,670.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64e-22, 10 To < 30 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-e 0413-7013 Ton 30,275.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 414,568.000 01 n f4 Asphalt Tack Coat 0461-0002 Gallon 9,952.000 01 n f4 Asphalt Prime Coat 0469-0021 Linear Foot 71,841.000 01 n f2 Asphalt Joint And Crack Sealing For Concrete Surfaces 0491-0019 Square Yard 77,866.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 24,840.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-1010 Square Yard 353.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-1110 Square Yard 411.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 10" Depth 0516-1210 Square Yard 400.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type c, 10" Depth 0516-2007 Linear Foot 1,942.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 390.000 01 n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 13.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0525-0031 Square Foot 66.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Accelerated 0525-0034 Square Foot 48.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 2, Accelerated 0591-0001 Square Yard 4,209.000 01 n f3 Milling Of Cement Concrete Pavement Surface 0601-5901 Linear Foot 1,000.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 500.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 0605-1300 Each 2.000 01 n c1, h1 Cleaning Drainage Structures 0605-2730 Set 3.000 01 n k Type m Concrete Top Unit And Grate 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0619-0459 Each 25.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 21.000 01 n j Terminal Section, Single 0620-0402 Each 4.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 11,388.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 9,575.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 450.000 01 n j Type 31-Sc Guide Rail 0620-1660 Each 21.000 01 n j Type 31-Strong Post Anchor Terminal 0660-0003 Linear Foot 95,322.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0002 Dollar 1,000.000 $1.00 $1,000.00 08 y x Semi-Formal Facilitation 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 190,000.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 190,000.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 57,000.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 2,000.000 07 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 2.000 07 n q Full-Matrix Changeable Message Sign With Telecommunications 0931-0003 Square Foot 41.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 44.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 241.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 119.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0323 Each 35.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0324 Each 35.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Yellow Sheeting 0937-0330 Each 213.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 231.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0960-0001 Linear Foot 47,500.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 47,500.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 14,250.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0008 Linear Foot 2,000.000 01 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 400.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0966-0015 Each 44.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 638.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 1001-1140 Cubic Yard 12.000 01 n k Class c Cement Concrete 1999-0000 Hour 1,000.000 09 n z Std Trainees For Projects 100% State Funded 9000-0001 Cubic Yard 35.000 01 n c1 Std Solution Cavity Excavation 9000-0100 Each 2.000 02 n r Std Covid-19 Safety Plan Sign 9413-9998 Dollar 75,000.000 $1.00 $75,000.00 01 y f1 Proj Asphalt Manual Patching Using Hot Or Cold Mix 9490-0001 Square Yard 125,209.000 01 n c1, f3 Proj Removal Of Existing Bituminous Surface Course

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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