Holly Pike Resurfacing

Consists of Superpave Overlay, Base Replacement, Milling, Drainage Improvements, Ada Ramp Updates, Pavement Markings, And Other Miscellaneous Construction, All As Indicated On The Approved Drawings Included In The Bid Package For State Route 0034, Section 057, In Cumberland County, Mount Holly Springs Borough And South Middleton Township, From Segment 0130 Offset 0443 To Segment 0170 Offset 3295, For An Overall Project Length Of 10,709.00 Linear Feet (2.03 Miles). Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 203-0001 Cubic Yard 56.000 01 n c Class 1 Excavation 205-0285 Cubic Yard 4.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 205-0364 Ton 90.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 206-0010 Ton 41.000 01 n c1 Select Granular Material (2rc) 212-0014 Square Yard 128.000 01 n c3, h, m2 Geotextile, Class 4, Type a 316-0537 Ton 795.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix 404-0012 Dollar 24,339.000 $1.00 $24,339.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 405-0001 Dollar 4,284.000 $1.00 $4,284.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-1029 Ton 1,400.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 413-3450 Square Yard 46,883.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64e-22, 3 To < 10 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 413-9999 Dollar 18,754.000 $1.00 $18,754.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0001 Square Yard 93,200.000 01 n f4 Asphalt Tack Coat 461-0002 Gallon 138.000 01 n f4 Asphalt Prime Coat 491-0014 Square Yard 20,833.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 491-0019 Square Yard 22,988.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 601-5901 Linear Foot 500.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 605-1300 Each 10.000 01 n c1, h1 Cleaning Drainage Structures 605-2701 Each 3.000 01 n k Bicycle Safe Inlet Grate 608-0001 Lump Sum 1.000 06 n x Mobilization 609-0007 Lump Sum 1.000 08 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 08 n x Std Equipment Package 619-0470 Each 7.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 620-0400 Each 7.000 01 n j Terminal Section, Single 620-0503 Linear Foot 1,313.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 620-1600 Linear Foot 669.000 01 n j Type 31-s Guide Rail 620-1625 Linear Foot 63.000 01 n j Type 31-Sc Guide Rail 620-1645 Linear Foot 138.000 01 n j Curved w-Beam Guide Rail At Intersections 620-1670 Each 9.000 01 n j Type 31-Strong Post In-Line Anchor 4623-0052 Linear Foot 36.000 01 n Yes j1 Proj Single Face Concrete Barrier Modified 630-0010 Linear Foot 108.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 689-0003 Lump Sum 1.000 01 n x Cpm Schedule 690-0002 Dollar 6,000.000 $1.00 $6,000.00 08 y x Semi-Formal Facilitation e 0695-0002 Square Foot 72.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 72.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 72.000 01 n k Detectable Warning Surface, Polymer Composite 802-0001 Cubic Yard 225.000 01 n c1, m Topsoil Furnished And Placed 804-0001 Pound 85.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 804-0003 Pound 29.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 810-0023 Lump Sum 1.000 01 n m1 Tree Trimming To a Max Height Of 20' 845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 901-0320 Linear Foot 100,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 901-0330 Linear Foot 48,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 931-0001 Square Foot 48.000 01 n r Post Mounted Signs, Type b 935-0001 Square Foot 89.000 01 n r Post Mounted Signs, Type f 956-0101 Linear Foot 1,325.000 01 n p8 Loop Sensor 960-0005 Linear Foot 1,125.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 960-0021 Linear Foot 175.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 962-1000 Linear Foot 16,000.000 01 n o 4" White Waterborne Pavement Markings 962-1001 Linear Foot 140.000 01 n o 6" White Waterborne Pavement Markings 962-1005 Linear Foot 25,000.000 01 n o 4" Yellow Waterborne Pavement Markings 965-0224 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 1003-0005 Each 48.000 01 n s2 Dowel Holes, 12" Depth 9000-1000 Each 11.000 01 n c1 Proj Test Holes For Utility Verification 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System 9620-0001 Lump Sum 1.000 01 n j Proj Remove Structure Mounted Guide Rail 9620-0002 Lump Sum 1.000 01 n j Proj Structure Mounted Guide Rail Modification 9676-0001 Square Yard 63.000 01 n k Proj Cement Concrete Sidewalk Modified

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.