SR 61 from Lancaster Switch to Coal Twp

Resurfacing and design and construction of ADA curb ramps including: Superpave Asphalt Mixture scratch and wearing courses, base repairs, milling, pavement base drain, guide rail, pavement markings, and other miscellaneous construction as indicated on approved drawings for STATE ROUTE 61, SECTION M03 northbound from approximately 0.2 mile west of the interchange with State Route 901 at Segment 0120 Offset 0032 to approximately 0.8 mile east of the intersection with SR 125 at Segment 0140 Offset 0000 and southbound from approximately 0.2 mile west of the interchange with State Route 901 at Segment 0121 Offset 0032 to approximately 0.8 mile east of the intersection with SR 125 at Segment 0131 Offset 1986 and for STATE ROUTE 61, SECTION 130 from approximately 1.1 miles west of the interchange with SR 901 at Segment 0140 Offset 0000 to approximately 0.7 mile southeast of the intersection with SR 2015 at Segment 0180 Offset 0204 all in the CITY of SHAMOKIN and COAL TOWNSHIP, NORTHUMBERLAND COUNTY. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 4205-0364 Ton 19.000 02 n Yes c1 Std Selected Borrow Excavation Rock, Class r-4 (Includes Excavation) 212-0014 Square Yard 20.000 02 n c3, h, m2 Geotextile, Class 4, Type a 316-0337 Ton 668.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 350-0121 Ton 118.000 01** n c, e Subbase (No. 2a) 405-0001 Dollar 5,000.000 $1.00 $5,000.00 01** y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-0408 Ton 5,639.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 413-1029 Ton 2,827.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 413-9999 Dollar 28,000.000 $1.00 $28,000.00 01** y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0004 Gallon 13,765.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 461-0002 Gallon 438.000 01** n f4 Asphalt Prime Coat 491-0021 Square Yard 9,380.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 491-0041 Square Yard 53,138.000 01** n f3 Std Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) 515-0001 Linear Foot 2,160.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 606-0150 Set 7.000 02 n c1, k Grade Adjustment Of Existing Manholes 608-0001 Lump Sum 1.000 01 n x Mobilization 610-7002 Linear Foot 100.000 02 n h2 6" Pavement Base Drain 619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 620-0400 Each 7.000 01 n j Terminal Section, Single 620-0503 Linear Foot 813.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0900 Each 5.000 01 n c1, j Remove Concrete Anchorage 620-1602 Linear Foot 988.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 620-1627 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail With 8' Extra Length Posts 620-1638 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail With 8' Extra Length Posts 620-1670 Each 7.000 01 n j Type 31-Strong Post In-Line Anchor 689-0003 Lump Sum 1.000 01 n x Cpm Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 810-0023 Lump Sum 1.000 02 n m1 Tree Trimming To a Max Height Of 20' 901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 901-0320 Linear Foot 77,598.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 901-0330 Linear Foot 25,589.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 901-0331 Linear Foot 7,773.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 931-0001 Square Foot 126.000 01** n r Post Mounted Signs, Type b 934-0002 Square Foot 146.000 01 n r Post Mounted Signs, Type e 935-0001 Square Foot 214.000 01** n r Post Mounted Signs, Type f 937-0105 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 937-0107 Each 17.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 937-0114 Each 17.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 937-0324 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Yellow Sheeting 4956-0101 Linear Foot 2,170.000 02 n Yes p8 Std Loop Sensor (3 Turns) 962-1000 Linear Foot 25,589.000 01 n o 4" White Waterborne Pavement Markings 962-1001 Linear Foot 2,591.000 01 n o 6" White Waterborne Pavement Markings 962-1002 Linear Foot 1,166.000 01 n o 8" White Waterborne Pavement Markings 962-1005 Linear Foot 25,866.000 01 n o 4" Yellow Waterborne Pavement Markings 965-0005 Linear Foot 475.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 965-0021 Linear Foot 413.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 965-0101 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Only", 8' - 0" 965-0103 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Left", 8' - 0" 965-0104 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Right", 8' - 0" 965-0228 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 966-0300 Each 167.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-3000 Each 48.000 03 n x Std Design Ada Concrete Curb Ramps 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System 9000-6012 Each 48.000 02 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.