SR 22 Resurfacing

The description and location of the project is as follows: For the improvements to a certain section of State Highway In Mifflin County, Lewistown Borough, Derry And Granville Townships, Commonwealth of Pennsylvania, STATE ROUTE 0022, SECTION 722. The project being situated as follows: On SR 0022 (EB) from Segment 0432 Offset 0653 to Segment 0552 Offset 2000 and also (WB) Segment 0433 Offset 0046 to Segment 0553 Offset 2000. On SR 0322 (EB) from Segment 0270 Offset 0521 to Segment 0270 Offset 1512 and also (WB) Segment 0271 Offset 0279 to Segment 0271 Offset 1256 for a total construction length of approximately 29219 feet (5.53 miles). Construction includes milling, superpave asphalt mixture design for the wearing course, concrete pavement patching, pavement markings, and miscellaneous construction as indicated on the approved construction drawings. 4203-0003 Cubic Yard 847.000 01 n Yes c1 Proj Class 1a Excavation With No. 1 Coarse Aggregate Backfill 0203-0004 Cubic Yard 377.000 01 n c1 Class 1b Excavation 4205-0363 Ton 964.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-3 Includes Excavation 0212-0014 Square Yard 2,535.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0360-0002 Ton 805.000 01 n e Asphalt Treated Permeable Base Course 0412-0112 Square Yard 51,936.000 01 n f Superpave Asphalt Mixture Design, Wma Thin Asphalt Overlay Wearing Course, Pg 76-22, 6.3mm Mix, 1" Depth, Srl-h 0412-0135 Ton 207.000 01 n f Superpave Asphalt Mixture Design, Wma Thin Asphalt Overlay Wearing Course (Leveling), Pg 76-22, 6.3mm Mix, Srl-l 0413-2119 Ton 2,348.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0413-3384 Square Yard 42,045.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-9999 Dollar 12,520.000 $1.00 $12,520.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 3,684.000 01 n f4 Bituminous Tack Coat 0460-0003 Square Yard 136,026.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0014 Square Yard 42,045.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 4504-0001 Linear Foot 504.000 01 n Yes g1, g4 Proj Pavement Relief Joint Using Asphaltic Plug 0512-0001 Linear Foot 196,703.000 01 n g1, g4 Longitudinal Joint Cleaning And Sealing 0515-0001 Linear Foot 30,602.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0516-0010 Square Yard 538.000 01 n g1 Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-0210 Square Yard 3,501.000 01 n g1 Concrete Pavement Patching, Perpendicular Joints, Type c, 10" Depth 0516-1010 Square Yard 44.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-1110 Square Yard 89.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 10" Depth 0516-2007 Linear Foot 1,781.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 2,066.000 01 n g1, g4 New Pavement Joint 0521-0001 Linear Foot 147,907.000 01 n g4 Transverse Joint Cleaning And Sealing 0525-0030 Square Foot 94.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Modified 0591-0001 Square Yard 3,684.000 01 n f3 Milling Of Cement Concrete Pavement Surface 0608-0001 Lump Sum 1.000 02 n x Mobilization 0609-0003 Lump Sum 1.000 04 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0619-0750 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Vi, Test Level 3, (Mash) 0620-0503 Linear Foot 50.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0658-0004 Square Yard 748.000 01 n g Concrete Shoulders, Type 2 0660-0025 Linear Foot 35,050.000 01 n f3 Milled Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 4677-0004 Ton 768.000 01 n Yes c1, e Std Selected Material Surfacing Subbase No. 2a 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 04 y x Internal Facilitation 0703-0020 Cubic Yard 256.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 33.000 01 n c1, h No. 57 Coarse Aggregate 0901-0001 Lump Sum 1.000 03 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 300.000 03 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 79,278.000 03 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 79,278.000 03 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 15,778.000 03 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 18,112.000 03 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0340 Linear Foot 2,640.000 03 n o2, o3 4" Standard Pavement Markings, Tape, Yellow 0901-0346 Linear Foot 250.000 03 n o2, o3 6" Standard Pavement Markings, Tape, Black 0901-0350 Linear Foot 5,640.000 03 n o2, o3 4" Standard Pavement Markings, Tape, White 0901-0354 Linear Foot 15.000 03 n o2, o3 24" Standard Pavement Markings, Tape, White 0901-0363 Each 550.000 03 n o1, q Temporary Nonplowable Raised Pavement Marker, (One Way y/b) 0901-0364 Each 550.000 03 n o1, q Temporary Nonplowable Raised Pavement Marker, (One Way w/b) 0901-0450 Each 4.000 03 n q 3-Line Changeable Message Sign With Telecommunications 0962-1000 Linear Foot 71,416.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 13,665.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 13,971.000 01 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 71,416.000 01 n o 4" Yellow Waterborne Pavement Markings 1046-0010 Square Yard 6,850.000 01 n k2 Epoxy Overlay 1090-1000 Linear Foot 350.000 01 n t5 Preformed Neoprene Compression Seal Replacement 1090-1017 Linear Foot 749.000 01 n t5 Neoprene Strip Seal Gland Replacement 9000-0001 Square Yard 1,614.000 01 n f3 Proj Milling Of Concrete Paving Notch 9000-0002 Each 218.000 01 n f, o1 Proj Removal Of Reflective Pavement Markers And Backfill 9000-0009 Each 164.000 01 n o1 Proj Removal Of Reflective Pavement Markers 9000-0652 Linear Foot 504.000 01 n g1, g4 Proj Asphaltic Plug At Pavement Relief Joint (3" 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.