I-78 EB - 309 S to Saucon Viaduct ASR

This Project Involves The Treatment Of Asr For Mainline And Shoulders With Ultra-Thin Bonded Wearing Course And Stone Matrix Asphalt Overlay, Concrete Patching, Mash Standard Guiderail, Reflective Tape Pavement Markers/ Line Painting, And Bridge Rehabilitation/Preservation Activities, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 78, Section 13m/Asr/Asr, In Berks, Lehigh, And Northampton Counties Cities Of Allentown And Bethlehem, Greenwich, Lower Saucon, Salisbury, Upper Saucon, And Windsor Townships From Approximately East Of Hamburg (Mm 33.4) Eastbound & Westbound At Segment 330 Offset 1628 And Segment 331 Offset 1707 To Approximately Lenhartsville Ramps (Mm 35.4) At Segment 350 Offset 2044 And Segment 351 Offset 2055 And Also From Approximately Cedar Crest Blvd Eastbound & Westbound At Segment 554 Offset 1405 And Segment 555 Offset 1388 To Approximately Lehigh Street At Segment 574 Offset 205 And Segment 575 Offset 227 And Also From Approximately 78e/309s Merge Eastbound Only At Segment 604 Offset 1900 To Approximately Saucon Viaduct Bridge At Segment 660 Offset 2956 As Well As The Lehigh County Sr 8005 And Sr 8007 Ramps, For a Total Construction Distance Of 14.24 Miles (75,187 Ft). 0205-0100 Cubic Yard 25.000 05 n c1 Foreign Borrow Excavation 0404-0012 Dollar 39,000.000 $1.00 $39,000.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 7,000.000 $1.00 $7,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-1034 Ton 2,430.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0419-0001 Square Yard 343,750.000 01** n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 12.5 Mm Mix, 2" Depth, Srl-e 0460-0001 Square Yard 406,912.000 01** n f4 Asphalt Tack Coat 0489-1000 Square Yard 280,588.000 01** n f Ultra-Thin Bonded Wearing Course, Gradation Type b, Pg 64e-22, Srl-e 0491-0013 Square Yard 53,972.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 4,326.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0504-0001 Linear Foot 897.000 08** n g1, g4 Pavement Relief Joint 0512-0001 Linear Foot 206,706.000 01** n g1, g4 Longitudinal Joint Cleaning And Sealing 0515-0001 Linear Foot 30,030.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-1009 Square Yard 571.000 06 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 9" Depth 0516-1012 Square Yard 3,960.000 05** n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 12" Depth 0516-1013 Square Yard 3,641.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 13" Depth 0516-1109 Square Yard 284.000 06 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 9" Depth 0516-1112 Square Yard 1,984.000 05** n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 12" Depth 0516-1113 Square Yard 1,810.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 13" Depth 0516-2007 Linear Foot 22,680.000 01** n g1, g4 Patching Joint 0516-2008 Linear Foot 9,650.000 01** n g1, g4 New Pavement Joint 0521-0001 Linear Foot 93,236.000 01** n g4 Transverse Joint Cleaning And Sealing 0591-0001 Square Yard 13,772.000 01** n f3 Milling Of Cement Concrete Pavement Surface 0605-2733 Set 6.000 01** n k Type m Concrete Top Unit Using Existing Grate 0606-0050 Set 172.000 01** n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 02** n x Mobilization 0609-0002 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0619-0459 Each 3.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0610 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type v (Standard), Test Level 3 0620-0402 Each 4.000 06 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 15,625.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 17.000 05** n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 11,025.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 4,550.000 05 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 50.000 05 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 05 n j Type 31-Scc Guide Rail 0620-1660 Each 2.000 06 n j Type 31-Strong Post Anchor Terminal 0622-0001 Linear Foot 17,502.000 05** n j1 Concrete Glare Screen 0623-0125 Each 12.000 05** n j1 Transition, Concrete Median Barrier, 32" To 50" Height, 24" Width 0623-0275 Linear Foot 17,502.000 05** n j1 Removal Of Existing Concrete Median Barrier 0660-0005 Linear Foot 147,092.000 01** n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0802-0001 Cubic Yard 10.000 06 n c1, m Topsoil Furnished And Placed 0804-0002 Pound 10.000 06 n m3 Seeding And Soil Supplements - Formula c, Including Mulch 0845-0001 Dollar 3,500.000 $1.00 $3,500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0104 Each 20.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 208.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 20.000 01** n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 208.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0208 Each 442.000 05** n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (w/b) 0956-0101 Linear Foot 120.000 06 n p8 Loop Sensor 0960-0021 Linear Foot 455.000 06 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0101 Each 2.000 06 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0220 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0962-1000 Linear Foot 142,544.000 01** n o 4" White Waterborne Pavement Markings 0962-1002 Linear Foot 953.000 06 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 148,356.000 01** n o 4" Yellow Waterborne Pavement Markings 1040-0120 Square Foot 80.000 08** n s9 Concrete Bridge Deck Repair Accelerated, Type 2 Using Asc 1046-0010 Square Yard 16,414.000 08** n k2 Epoxy Overlay 1090-1000 Linear Foot 504.000 08** n t5 Preformed Neoprene Compression Seal Replacement 1090-1017 Linear Foot 544.000 08** n t5 Neoprene Strip Seal Gland Replacement 9000-0003 Each 1.000 05 n x Proj Removal Of Traffic Monitoring Box 9000-0004 Linear Foot 19,500.000 01** n o, o1 Proj 6" Recessed White Reflective Pavement Marking Tape 9000-0005 Each 1.000 01 n x Std Covid-19 Safety Plan Sign 9000-0006 Dollar 200,000.000 $1.00 $200,000.00 01 y x Proj Unforseen Roadway Repairs 9000-0007 Dollar 200,000.000 $1.00 $200,000.00 01 y x Proj Temporary Pavement Repair 9000-0008 Square Yard 7,237.000 06 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 14.5" Depth 9000-0009 Square Yard 3,597.000 06 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 14.5" Depth 9000-0012 Square Yard 2,916.000 01 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 16" Depth 9000-0013 Square Yard 701.000 01 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 18" Depth 9000-0014 Square Yard 1,450.000 01 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 16" Depth 9000-0015 Square Yard 348.000 01 n g1 Proj Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 18" Depth

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.