Br Rpl Sr 1024-Hammer Crk

This project consists of the superstructure replacement of a single-span structure over Hammer Creek and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 1024, Section 007, In Lancaster County, Clay & Warwick Townships, from Segment 0090 Offset 0055 to Segment 0090 Offset 0570, for an overall project length of 414.00 linear feet (0.78 mile). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 292.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 5.000 01 n c1, h Class 2 Excavation 0205-0264 Cubic Yard 24.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0001 Linear Foot 609.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 53.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0424 Square Yard 473.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0437 Ton 8.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 682.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 11.000 01 n c, e Subbase (No. 2a) 0413-0246 Square Yard 1,170.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0255 Ton 3.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-1024 Ton 20.000 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 0460-0001 Square Yard 2,340.000 01 n f4 Asphalt Tack Coat 0491-0019 Square Yard 693.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7001 Linear Foot 609.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 62.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0503 Linear Foot 256.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 13.000 01 n j Type 31-s Guide Rail 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 03 y x Semi-Formal Facilitation 0802-0001 Cubic Yard 38.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 4.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 13.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 99.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 1,500.000 $1.00 $1,500.00 01 y m2 Unforeseen Water Pollution Control 0867-0012 Linear Foot 573.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,028.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 1,028.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 1,028.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,028.000 01 n o 4" Yellow Waterborne Pavement Markings 1018-0050 Lump Sum 1.000 20 n t1 Removal Of Portion Of Existing Bridge e 8010-0001 Lump Sum 1.000 20 n Yes s1 Std Bridge Structure, As Designed, s-38687 a 1001-0980 Square Yard 450.000 20 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves a 1002-0052 Pound 37,517.000 20 n s7 Reinforcement Bars, Epoxy Coated a 1019-0040 Square Yard 16.000 20 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) a 1019-0050 Square Yard 560.000 20 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8100-0001 Lump Sum 1.000 20 n s1 Std Steel Bridge Structure o 8000-0001 Lump Sum 1.000 20 n s1 Std Prestressed Concrete Bridge Structure 9000-0100 Each 2.000 02 n r Std Covid-19 Safety Plan Sign 9090-0091 Square Foot 8.000 20 n s2 Proj Repair Deteriorated Concrete

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.