Noblestown Road

The description and location of the project is as follows: For the milling and resurfacing, base repair, guiderail, drainage, pavement marking, reestablishment of existing slopes, and other miscellaneous construction, all within a length of 28,593 linear feet (5.48 miles) as indicated on the approved drawings for State Route 3048 Section A24 (Noblestown Road) in Allegheny County, Oakdale Borough, North Fayette Township, and Collier Township, Commonwealth of Pennsylvania. This project being situated as follows: From the SR 0978 (Union Ave) intersection at Segment 0070 Offset 0077 (Station 175+41.00) in Oakdale Borough to a point near the I-79 Interchange at Segment 0190 Offset 2080 Eastbound and Segment 0191 Offset 3000 Westbound (Station 491+38.00) in Collier Township. 0201-0001 Lump Sum 1.000 02 n a Clearing And Grubbing 0203-0001 Cubic Yard 5,647.000 02 n c Class 1 Excavation 0203-0004 Cubic Yard 802.000 02 n c1 Class 1b Excavation 0204-0010 Linear Foot 1,000.000 02 n c1, h Cleaning Existing Ditches 0204-0150 Cubic Yard 3.000 02 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 150.000 02 n c1 Foreign Borrow Excavation 0205-0281 Cubic Yard 2,943.000 02 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0365 Ton 20.000 02 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0366 Ton 1,545.000 02 n c1 Selected Borrow Excavation Rock, Class r-6 0208-0001 Hour 24.000 02 n c Special Rolling 0212-0001 Linear Foot 1,100.000 02 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,036.000 02 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 2,373.000 02 n c3, h, m2 Geotextile, Class 4, Type c 0311-0437 Ton 1,579.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 1,165.000 02 n Yes e, f1 Std Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 0350-0106 Square Yard 2,484.000 02 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 1,908.000 02 n c, e Subbase (No. 2a) 4411-0010 Ton 12,357.000 01 n Yes f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap Custom Modified 0411-0482 Square Yard 10,672.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 4450-1425 Ton 10.000 01 n Yes f1 Std Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l Modified 0460-0003 Square Yard 93,041.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0010 Square Yard 78,995.000 01 n f3 Milling Of Bituminous Pavement Surface, 1/2" Depth, Milled Material Retained By Contractor 0491-0012 Square Yard 10,672.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 2,224.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 1,150.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 5,350.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 4601-0560 Linear Foot 16.000 02 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life Modified 0601-5901 Linear Foot 1,000.000 02 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7509 Linear Foot 80.000 02 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Modified e 4601-7509 Linear Foot 90.000 02 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-0560 Linear Foot 90.000 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-4393 Linear Foot 90.000 n Yes h Std 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box Modified 4601-7517 Linear Foot 8.000 02 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Modified e 4601-7517 Linear Foot 60.000 02 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-0562 Linear Foot 60.000 n Yes h Std 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-4395 Linear Foot 60.000 n Yes h Std 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box Modified 0605-1300 Each 15.000 02 n c1, h1 Cleaning Drainage Structures 0605-2600 Each 3.000 02 n k Type d Endwall 0605-2721 Set 1.000 02 n k Type c Alternate Concrete Top Unit, Type c Frame, And Bicycle Safe Grate 0605-2741 Set 47.000 02 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 16.000 02 n k Standard Inlet Box, Height < /= 10` 0606-0050 Set 8.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 14.000 02 n k Rebuilt Inlet Box 0607-0200 Vertical Foot 3.000 02 n k Rebuilt Manhole 0608-0001 Lump Sum 1.000 02 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Equipment Package 0610-0002 Linear Foot 1,000.000 02 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 100.000 02 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 130.000 02 n h2 6" Subsurface Drain Outlets 0615-0066 Each 5.000 02 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 30.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 7.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 32.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 17,585.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 8.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 16,813.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 625.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 88.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 413.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 32.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 1,240.000 02 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0633-0200 Linear Foot 1,366.000 02 n k Plain Concrete Mountable Curb, Type a 0660-0022 Linear Foot 26,817.000 02 n f3 Milled Centerline Rumble Strips Type 2 0677-0002 Ton 226.000 01 n c1, e Selected Material Surfacing 0686-0040 Lump Sum 1.000 02 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 02 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 02 y x Internal Facilitation 4802-0001 Cubic Yard 240.000 02 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0001 Pound 80.000 02 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 85.000 02 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 02 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 02 n c1 Rock Construction Entrance 0860-0001 Each 39.000 02 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 3.000 02 n m2 Inlet Filter Bag For Type c Inlet 0867-0018 Linear Foot 1,000.000 02 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 02 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 02 n q Additional Warning Lights, Type b 0901-0232 Day 30.000 02 n q Additional Warning Lights, Type c 0901-0240 Square Foot 150.000 02 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 22.000 02 n r Post Mounted Signs, Type b 0935-0001 Square Foot 3.000 02 n r Post Mounted Signs, Type f 0937-0107 Each 510.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0301 Each 24.000 02 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0323 Each 55.000 02 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0941-0001 Each 50.000 02 n r Reset Post Mounted Signs, Type b 0960-0008 Linear Foot 2,000.000 01 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0101 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0224 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 4962-1001 Linear Foot 127,434.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1003 Linear Foot 44.000 01 n Yes o Std 12" White Waterborne Pavement Markings Modified 4962-1004 Linear Foot 192.000 01 n Yes o Std 24" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 115,732.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 4962-1068 Each 4.000 01 n Yes o3 Std White Waterborne Pavement Legend, "Lane Reduction Transition Arrow - Left Lane", 18`-0" x 5`-6" Modified 0963-0001 Square Foot 300.000 01 n o2, o3 Pavement Marking Removal 0971-0001 Each 1.000 02 n r Remove Post Mounted Signs, Type b 9000-0004 Linear Foot 15,577.000 02 n c1 Proj Shoulder Backup Grading 9000-0006 Linear Foot 28,860.000 02 n c1, f Proj Cleaning Of Existing Shoulders And Curb Gutter 9000-0008 Cubic Yard 13.000 02 n h Std Concrete Pipe Collar 9000-0012 Linear Foot 3,061.000 02 n g4 Std Sawcut Of Existing Pavement 9000-0026 Square Yard 2,588.000 01 n f1 Std Bituminous Side Road/Driveway Adjustment 9000-0027 Square Yard 156.000 01 n f1 Std Bituminous Driveway Reconstruction 9000-0028 Square Yard 283.000 01 n g Proj Concrete Driveway Reconstruction 9000-0029 Square Yard 24.000 01 n k1 Proj Brick Driveway Reconstruction 9000-0030 Ton 794.000 01 n f1 Proj Bituminous Wedge Curb 9000-0050 Each 22.000 01 n o2 Proj White Waterborne Pavement Legend, Slow Curve Arrow, Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 9000-0051 Each 22.000 01 n o2 Proj White Waterborne Pavement Legend, Slow Curve Arrow, Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 9000-0052 Each 4.000 01 n o2 Proj White Waterborne Pavement Legend, "Slow", 8`-0" 9000-0053 Each 8.000 01 n o2 Proj White Waterborne Pavement Legend, "+", 12`-6" x 6`-4" 9000-0250 Dollar 1,000.000 $1.00 $1,000.00 02 y c1 Std Locate Existing Underground Facilities 9000-2026 Each 1.000 02 n p8 Proj Relocate Electric Service 9000-2081 Cubic Yard 1,763.000 02 n c1 Std As Directed Subgrade Undercut 9000-6061 Each 32.000 01 n k Std Grade Adjustment Of Municipality`s Existing Valve Box, Adjustment Only 9000-6062 Each 32.000 01 n k Std Grade Adjustment Of Municipality`s Existing Valve Box, Material Only 9000-6063 Each 26.000 01 n k Std Grade Adjustment Of Municipality`s Existing Manholes, Adjustment Only 9000-6064 Each 26.000 01 n k Std Grade Adjustment Of Municipality`s Existing Manholes, Material Only 9000-6174 Dollar 30,984.000 $1.00 $30,984.00 02 y x Std Superpave Pwt Incentive 9000-9011 Dollar 10,000.000 $1.00 $10,000.00 02 y x Std Off-Duty Uniformed Police Officer 9000-9012 Linear Foot 57,866.000 01 n o Std 4" Yellow Temporary Shadow Line Pavement Markings 9000-9013 Linear Foot 63,717.000 01 n o Std 4" White Temporary Shadow Line Pavement Markings

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 Utility Drainage Piping, Storm Drainage Structures.
Division 34 -	Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.