Meyersdale Bps-Berlin

This project consists of approximately 4.4 miles of pavement preservation, bridge preservation, and safety enhancements to the existing 4-lane facility in Summit Township, Somerset County. A small portion of 2-lane roadway, approximately 2,900 feet in length, will be milled and overlayed. In addition to the mounds, high tension cable barrier will be placed in the median areas, and all existing guide rail will be redesigned and replaced with Type 31-S guide rail and associated end treatments. Five sets of dual mainline structures will be preserved using an epoxy overlay on the decks. Associated work around the structures will include pavement relief joint repair, shoulder repair, and erosion repair around the wingwalls. Drainage work includes cleaning existing ditches and replacing rock, flushing inlets, and replacing grate and top unit on select inlets. All work to be completed as indicated on the approved drawings included in the bid package for State Route 0219, Section 003, In Somerset County, Summit Township at the locations indicated on the plans in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,070.000 01 n c Class 1 Excavation 0204-0010 Linear Foot 210.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0100 Cubic Yard 1,908.000 01 n c1 Foreign Borrow Excavation 0206-0010 Ton 1,331.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 1,188.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0422 Square Yard 1,188.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0104 Square Yard 5,851.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 1,188.000 01 n c, e Subbase 6" Depth (No. 2a) 0412-0112 Square Yard 131,038.000 01** n f Superpave Asphalt Mixture Design, Thin Asphalt Overlay Wearing Course, Pg 64e-22, 6.3mm Mix, 1" Depth, Srl-h 0412-0113 Square Yard 48,831.000 01** n f Superpave Asphalt Mixture Design, Thin Asphalt Overlay Wearing Course, Pg 64e-22, 6.3mm Mix, 1" Depth, Srl-g 0412-0132 Ton 38.000 02** n f Superpave Asphalt Mixture Design, Thin Asphalt Overlay Wearing Course (Leveling), Pg 64e-22, 6.3mm Mix, Srl-h 0413-0246 Square Yard 1,188.000 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 0413-0298 Square Yard 11,024.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0304 Square Yard 5,851.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-g 0413-2089 Ton 617.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0450-1525 Ton 1.000 01 n f1 Superpave Asphalt Mixture Design, Wearing Course, Manual Patching, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 31,459.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 9,280.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 2,900.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0034 Square Yard 6,767.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 4491-0110 Square Yard 1,289.000 01 n Yes f3 Std Milling Of Bituminous Pavement Surface, (Shoulder Backup) Variable Depth 0504-0001 Linear Foot 480.000 01 n g1, g4 Pavement Relief Joint 0514-0001 Square Yard 100.000 03 n g1, g2 Diamond Grinding Of Concrete Pavement 0515-0001 Linear Foot 104,243.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-0010 Square Yard 1,327.000 01 n g1 Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-0110 Square Yard 4,429.000 01 n g1 Concrete Pavement Patching, Perpendicular Joints, Type b, 10" Depth 0516-0210 Square Yard 955.000 01 n g1 Concrete Pavement Patching, Perpendicular Joints, Type c, 10" Depth 0516-1010 Square Yard 1,365.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-2007 Linear Foot 6,893.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 2,983.000 01 n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 1,271.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0525-0030 Square Foot 1,500.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Modified 0601-5901 Linear Foot 392.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 24.000 01 n c1, h1 Cleaning Drainage Structures 0605-2713 Set 20.000 01 n k Type c Concrete Top Unit Using Existing Grate 4605-4001 Each 1.000 01 n Req k Proj Cap Existing Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 07 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 07 n x Std Equipment Package 0619-0459 Each 14.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 5.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 30.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0503 Linear Foot 33,028.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 11.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 30,442.000 01 n j Type 31-s Guide Rail 0620-1660 Each 13.000 01 n j Type 31-Strong Post Anchor Terminal 0623-0052 Linear Foot 60.000 01 n j1 Single Face Concrete Barrier 0623-0275 Linear Foot 252.000 01 n j1 Removal Of Existing Concrete Median Barrier 0624-0001 Linear Foot 30.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0002 Linear Foot 15.000 01 n j2 Right-Of-Way Fence Fabric, Type 1 0624-0100 Linear Foot 8,128.000 01 n j2 Right-Of-Way Fence, Type 2 0624-0102 Linear Foot 855.000 01 n j2 Right-Of-Way Fence Fabric, Type 2 0624-0300 Each 4.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0301 Each 2.000 01 n j2 End Posts For Type 2 Right-Of-Way Fence 0624-0401 Each 48.000 01 n j2 Corner Posts For Type 2 Right-Of-Way Fence 0624-0600 Each 2.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0624-0601 Each 503.000 01 n j2 Line Posts For Type 2 Right-Of-Way Fence 0627-3020 Linear Foot 2,590.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 2,590.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0658-0003 Square Yard 110.000 01 n g Concrete Shoulders,Type 2 4660-0022 Linear Foot 2,900.000 01 n Yes f3 Std Milled Centerline Rumble Strips Type 2 Modified 0660-0024 Linear Foot 5,800.000 01 n f3 Milled Edgeline Rumble Strips 4660-0025 Linear Foot 83,779.000 01 n Yes f3 Proj Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 3/8" Depth 0679-0210 Each 1,040.000 01 n l Holes Drilled 0679-0501 Pound 20,800.000 01 n l High Density Polyurethane Material, Slab Stabilization 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 0696-0610 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 4.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0003 Square Yard 1,793.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 94.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0850-0031 Cubic Yard 35.000 01 n c1 Rock, Class r-3 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 32.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 1,284.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0102 Each 6.000 01 n q Shadow Vehicle 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0930-0004 Square Foot 695.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 4,079.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 18.000 01 n r Breakaway System Replacement 0931-0003 Square Foot 175.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 721.000 01 n r Post Mounted Signs, Type c 0934-0002 Square Foot 50.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 127.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 54.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0117 Each 34.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 0937-0118 Each 350.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0215 Each 90.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (y/r) 0937-0216 Each 47.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/r) 0937-0330 Each 24.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 40.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0335 Each 121.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0945-0001 Each 6.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 83,664.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 87,250.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 11,800.000 01 n o 8" White Waterborne Pavement Markings 0962-1004 Linear Foot 164.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 76,680.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1006 Linear Foot 84,240.000 01 n o 6" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 130,344.000 01 n o2, o3 Pavement Marking Removal 0964-0022 Linear Foot 600.000 01 n o 24" Yellow Epoxy Pavement Markings 0965-0230 Each 4.000 01 n o2 White Preformed Thermoplastic Legend, "Wrong Way Arrow", 23` - 0" 1001-0980 Square Yard 85.000 02 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-0981 Square Yard 136.000 06 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1080 Cubic Yard 121.000 02** n s2 Class Aa Cement Concrete 1002-0052 Pound 9,081.000 02 n s7 Reinforcement Bars, Epoxy Coated 1002-0053 Pound 16,670.000 06 n s7 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 06 n t1 Std Removal Of Portion Of Existing Bridge 1019-0020 Square Yard 3,273.000 02** n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 5046-0010 Square Yard 15,671.000 02** n Yes k2 Proj Epoxy Overlay , Amended Fine Aggregate 1090-1018 Square Foot 6.000 03** n s2 Prestressed Concrete Beam Repairs 1999-0000 Hour 1,048.000 01 n z Std Trainees For Projects 100% State Funded 9000-0002 Each 20.000 01 n p Proj Led Luminaire Replacement 9000-0004 Linear Foot 8,760.000 01 n o1 Proj 6" Recessed White Reflective Pavement Marking Tape 9000-0005 Each 6.000 01 n x Std Utility Test Holes 9000-0051 Linear Foot 192.000 02 n s2, t6 Proj Precompressed, Silicone-And-Foam Hybrid Joint Sealing Material 9000-0052 Linear Foot 338.000 03 n s2, t6 Proj Precompressed, Silicone-And-Foam Hybrid Joint Sealing Material 9000-0053 Lump Sum 1.000 03 n j1 Proj Grind Existing Concrete Barrier 9000-0054 Linear Foot 271.000 04 n s2, t6 Proj Precompressed, Silicone-And-Foam Hybrid Joint Sealing Material 9000-0055 Linear Foot 176.000 05 n s2, t6 Proj Precompressed, Silicone-And-Foam Hybrid Joint Sealing Material 9000-0056 Linear Foot 230.000 06 n s2, t6 Proj Precompressed, Silicone-And-Foam Hybrid Joint Sealing Material 9000-0057 Each 4.000 02 n c6 Proj Drilling Of Concrete Cores 9000-0058 Each 4.000 03 n c6 Proj Drilling Of Concrete Cores 9000-0059 Each 4.000 04 n c6 Proj Drilling Of Concrete Cores 9000-0064 Linear Foot 30,442.000 01 n c1 Std Cleaning And Grading Existing Berms To Provide Positive Drainage 9000-0080 Each 4.000 05 n c6 Proj Drilling Of Concrete Cores 9000-0081 Each 4.000 06 n c6 Proj Drilling Of Concrete Cores 9000-0082 Each 2.000 02 n x Proj Approach Slab Grade Adjustment Survey 9000-0084 Each 2.000 03 n x Proj Approach Slab And Moment Slab Grade Adjustment Survey 9000-0086 Each 2.000 04 n x Proj Approach Slab And Moment Slab Grade Adjustment Survey 9000-0088 Each 2.000 05 n x Proj Approach Slab Grade Adjustment Survey 9000-0090 Dollar 5,000.000 $1.00 $5,000.00 01 y x Std Location Of Underground Highway Lighting Facilities 9000-0091 Each 2.000 06 n x Proj Approach Slab And Moment Slab Grade Adjustment Survey 9000-0093 Lump Sum 1.000 06 n x Proj Grout Void Under Moment Slab 9000-0094 Cubic Foot 11.000 02 n s2 Proj Elastomeric Concrete Repair System 9000-0095 Linear Foot 132.000 01 n j1 Proj Reset Single Face Concrete Barrier 9000-0096 Cubic Foot 2.000 03 n s2 Proj Elastomeric Concrete Repair System 9000-0097 Ton 754.000 01 n f3 Proj Concrete Shoulder Rumble Strips, Remove And Replace 9000-0098 Cubic Foot 5.000 04 n s2 Proj Elastomeric Concrete Repair System 9000-0099 Cubic Foot 5.000 05 n s2 Proj Elastomeric Concrete Repair System 9000-0100 Cubic Foot 4.000 06 n s2 Proj Elastomeric Concrete Repair System 9000-0105 Linear Foot 56.000 02** n s2, s9, t6 Std Silicone Joint Sealing Material 9000-0108 Lump Sum 1.000 04 n s2 Proj Replace Barrier Sliding Plate 9000-0109 Linear Foot 228.000 03 n s2 Proj Replace Existing Neoprene Strip Seal Gland With Precompressed, Silicone-And-Foam Hybrid Joint Sealing Material 9000-0130 Square Foot 56.000 04** n s2 Std Special Concrete Repairs 9000-0250 Dollar 5,000.000 $1.00 $5,000.00 01 y p Std Restore Underground Electrical And Fiber Optic Facilities 9629-0001 Linear Foot 13,197.000 01 n j Std High Tensioned Cable Barrier System 9629-0002 Each 18.000 01 n j Std End Anchor Terminal, High Tensioned Cable Barrier System

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.