Horseshoe Road Resurfacing

This Is a Resurfacing Project Which Consists Of Asphalt Resurfacing, Full Width Milling, Base Repair, Drainage Replacement, Guiderail Updates, Ada Curb Ramps, Line Painting, Sign Updates, And Other Miscellaneous Construction, All As Indicated On The Approved Drawings Included In The Bid Package For State Route 1003, Section 025, In Lancaster County, East Lampeter & Upper Leacock Townships, From Old Philadelphia Pike At Segment 0010 Offset 0000 To The Intersection With Bradford Drive At Segment 0080 Offset 2200, And State Route 0772, Section 022 In Lancaster County, Leacock Township, From The Intersection With Centerville Road At Segment 0770 Offset 1737 To Old Philadelphia Pike At Segment 0780 Offset 2184, For An Overall Project Length Of 24,096.00 Linear Feet (4.57 Miles). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 17.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 162.000 01 n c1, h Class 2 Excavation 4205-0300 Ton 46.000 01 n Yes c1 Proj Selected Borrow Excavation Modified 0205-0364 Ton 365.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0390 Ton 7.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0206-0010 Ton 510.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 198.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0316-0437 Ton 1,918.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0405-0001 Dollar 10,500.000 $1.00 $10,500.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0258 Ton 280.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1024 Ton 1,135.000 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 0413-3220 Square Yard 88,928.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 0413-7009 Ton 9,602.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 177,856.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 1,863.000 01 n f4 Asphalt Prime Coat 0491-0014 Square Yard 88,928.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 64.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 105.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-6100 Linear Foot 72.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5' Fill, 100 Year Design Life e 0601-7313 Linear Foot 2,628.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0313 Linear Foot 2,628.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-1663 Linear Foot 2,628.000 01 n h 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage 0601-7325 Linear Foot 12.000 01 n h 24" Reinforced Concrete Pipe, Type b, 2' - 1.5' Fill 0605-1300 Each 1.000 01 n c1, h1 Cleaning Drainage Structures 4605-2701 Each 16.000 01 n Yes k Proj Bicycle Safe Inlet Grate Modified 0605-2731 Set 5.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 20.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2750 Set 1.000 01 n k Type d-h Concrete Top Unit And Grates 4605-2850 Each 21.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10' Modified 4605-2858 Each 1.000 01 n Yes k Proj Type 5 Inlet Box, Height < /= 10' Modified 4605-2882 Each 1.000 01 n Yes k Proj Type d-h Inlet Box, Height < /= 10' Modified 0605-3010 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height < /=5' 0606-0050 Set 5.000 01 n c1, k Grade Adjustment Of Existing Inlets 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 8.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 12.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,208.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0531 Each 20.000 01 n j 8" x 6" Composite Offset Bracket 0620-0900 Each 10.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 2,013.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 113.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 125.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 12.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 70.000 01 n k Plain Cement Concrete Curb 4630-0002 Linear Foot 11.000 01 n Yes k Proj Plain Cement Concrete Curb Modified 0630-0010 Linear Foot 95.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 54.000 01 n Yes k Proj Cement Concrete Sidewalk Modified 4676-0002 Square Yard 40.000 01 n Yes k Proj Cement Concrete Sidewalk Modified 0680-0120 Square Yard 70.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 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 e 0695-0002 Square Foot 16.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 16.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 16.000 01 n k Detectable Warning Surface, Polymer Composite 0802-0001 Cubic Yard 511.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 97.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0805-0050 Square Yard 470.000 01 n m3 Mulch Control Netting 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 3.000 01 n a, m1 Selective Tree Removal 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 202,442.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 48,545.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 4,600.000 07 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 324.000 07 n o 24" Standard Pavement Markings, Paint & Beads, White 0931-0003 Square Foot 190.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 133.000 01 n r Post Mounted Signs, Type f 0937-0323 Each 40.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0330 Each 10.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0956-0101 Linear Foot 1,075.000 01 n p8 Loop Sensor 0960-0005 Linear Foot 295.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 116.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 48,545.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 1,025.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 50,930.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0152 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Rr Crossing", 6' - 6", 12' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0965-0222 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0965-0224 Each 13.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0965-0228 Each 1.000 01 n o2 White Preformed Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 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 9000-0002 Each 8.000 01 n x Proj Relocate Existing Mailbox 9000-0100 Each 2.000 02 n r Std Covid-19 Safety Plan Sign 9000-1000 Each 6.000 01 n c1 Proj Test Holes For Utility Verification 9616-1202 Each 1.000 01 n h Proj Concrete End Section For 14" x 23" Elliptical Concrete Pipe 9620-0001 Linear Foot 50.000 01 n j Proj Guide Rail Replacement Across Structure 9620-0002 Each 1.000 01 n j Proj Guide Rail Post Replacement On Structure 9620-0003 Each 32.000 01 n j Proj Guide Rail Anchor Bolt Replacement

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.