Seventh Ave to Basin St INTERIM

Milling, Resurfacing, Design/Build Ada Curb Ramps And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 2014, Section 107, In Lycoming County, City Of Williamsport From Approximately 500 Feet East Of The Intersection Of West Fourth Street And Moore Avenue At Segment 0080 Offset 0500 To Intersection Of West Fourth Street And Oliver Street At Segment 0090 Offset And From Approximately 1095 Feet East Of The West Third Street And Rose Street At Segment 0100 Offset 1095 To Approximately 490 Feet West Of The Intersection Of Third Street At And Basin Street At Segment 0169 Offset 0321, State Route 2023, Section 025, In Lycoming County, City Of Williamsport From The North End Of The Market Street Bridge At Segment 0010 Offset 0000 To Approximately 571 Feet South Of The Intersection Of Market Street And Little League Blvd.At Segment 0020 Offset 0500 And From The North End Of The Market Street Bridge At Segment 0011 Offset 0000 To The Intersection Of Third Street And Market Street, State Route 2089, Section 001, In Lycoming County, City Of Williamsport From Intersection Of Hepburn Street And Via Bella At Segment 0010 Offset To Intersection Of Hepburn Street And Third Street At Segment 0020 Offset 07578, And State Route 3012, Section 015, In Lycoming County, City Of Williamsport From Intersection Of Ridge Avenue At Segment 0012 Offset 0000 To The Intersection Of Grimesville Rd And Fox Hollow Road At Segment 0022 Offset 0509. 0316-0537 Ton 455.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0121 Ton 18.000 04 n c, e Subbase (No. 2a) 0405-0001 Dollar 7,500.000 $1.00 $7,500.00 01** y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0193 Square Yard 3,739.000 04 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0383 Square Yard 52,053.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1019 Ton 173.000 04 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1024 Ton 1,245.000 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 0413-2074 Ton 1,480.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 25,000.000 $1.00 $25,000.00 01** y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 11,628.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 116.000 04 n f4 Asphalt Prime Coat 0466-0001 Square Yard 24,567.000 01 n f4 Asphalt Paving Fabric 4491-0019 Square Yard 24,567.000 01 n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor (2.5" Max, Depth) 0491-0021 Square Yard 31,225.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 4515-0001 Linear Foot 608.000 01** n Yes g1, g4 Std Sawing And Sealing Of Asphalt Overlays (Adjacent To Bridge Decks) 0605-2705 Each 22.000 01** n k Ada Compliant Inlet Grate 0606-0150 Set 40.000 21** n c1, k Grade Adjustment Of Existing Manholes 0607-0013 Vertical Foot 1.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0004 Lump Sum 1.000 05** n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 05** n x Std Equipment Package 0686-0040 Lump Sum 1.000 01** n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01** n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y x Internal Facilitation 0901-0001 Lump Sum 1.000 01** n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 31,576.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 16,636.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 5,464.000 01** n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0962-1000 Linear Foot 6,777.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 1,566.000 01** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 10,494.000 01** n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 2,302.000 01** n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 353.000 01** n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0101 Each 18.000 01** n o2 White Preformed Thermoplastic Legend, "Only", 8' - 0" 0965-0103 Each 11.000 01** n o2 White Preformed Thermoplastic Legend, "Left", 8' - 0" 0965-0104 Each 7.000 01** n o2 White Preformed Thermoplastic Legend, "Right", 8' - 0" 0965-0105 Each 7.000 01** n o2 White Preformed Thermoplastic Legend, "Thru", 8' - 0" 0965-0110 Each 1.000 04 n o2 White Preformed Thermoplastic Legend, "School", 8' - 0" 0965-0226 Each 1.000 02 n o2 White Preformed Thermoplastic Legend, "Thru And Right Arrow", 20' - 0" x 3' - 7" 0965-0228 Each 3.000 01 n o2 White Preformed Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 9000-3000 Each 69.000 09** n x Std Design Of Concrete Curb Ramps 9000-3019 Each 3.000 19 n x Std Covid-19 Safety Plan Sign 9000-5100 Lump Sum 1.000 01** n x Std Electronic Ticketing System 9000-6012 Each 69.000 01** n k Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant)

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.