GRP 111-20-7135-3

The description and location of the project is as follows: For the milling, resurfacing, shoulder repair, base repair, drainage, pavement marking, and other miscellaneous construction, all within a length of 23,632 linear feet (4.48 miles) as indicated on the approved drawings included in the bid package for GROUP PROJECT 111-20-7135-3 in ALlegheny County, City Of Pittsburgh, Churchill And Wilkinsburg Boroughs, Commonwealth of Pennsylvania. This project being situated as follows: SR 0400, Section A47 (Baum Boulevard) – From approximately 300 feet east of Morewoood Avenue (City of Pittsburgh) at Segment 0050 Offset 2815 and Segment 0051 Offset 2810 (Station 0+00) to South Euclid Avenue (City of Pittsburgh) at Segment 7072 Offset 0100 and Segment 7073 Offset 0100 (Station 45+73). SR 2108, Section A14 (Beeler Street-Wilkins Avenue-South Dallas Avenue) – From Forbes Avenue (City of Pittsburgh) at Segment 0110 Offset 0100 (Station 1+00) to SR 0008 (Penn Avenue) at Segment 0150 Offset 1995 (Station 102+84). SR 2110, Section A08 (Penn Avenue) – From Penn Avenue at Segment 0010 Offset 0000 (Station 1+55) to a point approximately 850 feet east of Beulah Road at Segment 0044 Offset 0100 and Segment 0045 Offset 0100 (Station 94+97). Various State Routes and Facilities throughout Allegheny County for unforeseen repair and/or resurfacing, as directed. 0203-0001 Cubic Yard 32.000 60 n c Class 1 Excavation 0203-0004 Cubic Yard 864.000 02** n c1 Class 1b Excavation 0205-0100 Cubic Yard 26.000 02** n c1 Foreign Borrow Excavation 0208-0001 Hour 5.000 02** n c Special Rolling 0212-0016 Square Yard 1,239.000 02** n c3, h, m2 Geotextile, Class 4, Type c 4311-0437 Ton 38.000 03** n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 4316-0437 Ton 836.000 03 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 46.000 03 n c, e Subbase (No. 2a) 0411-0491 Ton 1,717.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0411-0492 Ton 7,532.000 03** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6470 Ton 2,890.000 02** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 4411-6470 Ton 607.000 02** n Yes f Proj Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix Modified 4450-1325 Ton 30.000 02** n Yes f1 Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l Modified 0460-0004 Gallon 8,477.000 02** n f4 Bituminous Tack Coat (Ntt/Cntt) 4467-0002 Linear Foot 2,497.000 02** n Yes f2 Proj Heavy Duty Membranes 12" Width Modified 4469-0002 Gallon 943.000 02** n Req f2 Std Asphalt Joint And Crack Sealing For Bituminous Surfaces 0491-0012 Square Yard 71,941.000 02** n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 8,563.000 03 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0017 Square Yard 19,631.000 02 n f3 Milling Of Bituminous Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 451.000 02** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 6,439.000 02** n g1, g4 Sawing And Sealing Of Bituminous Overlays 0516-2007 Linear Foot 2,314.000 02** n g1, g4 Patching Joint 0516-2008 Linear Foot 1,628.000 02** n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 317.000 02** n c1, e, g1 Subbase Material For Concrete Pavement Patching 0516-3033 Square Yard 562.000 04 n g1 Accelerated Concrete Pavement Patching, Type a, 9" Depth 0516-3034 Square Yard 402.000 02** n g1 Accelerated Concrete Pavement Patching, Type a, 10" Depth 0516-3043 Square Yard 608.000 04 n g1 Accelerated Concrete Pavement Patching, Type b, 9" Depth 0516-3044 Square Yard 318.000 02** n g1 Accelerated Concrete Pavement Patching, Type b, 10" Depth 0516-3053 Square Yard 1,912.000 04 n g1 Accelerated Concrete Pavement Patching, Type c, 9" Depth 0601-5901 Linear Foot 68.000 04 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7313 Linear Foot 8.000 04 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified 0605-1300 Each 33.000 02** n c1, h1 Cleaning Drainage Structures 4605-2700 Each 2.000 04 n Yes k Proj Inlet Grate Modified 0605-2701 Each 26.000 02** n k Bicycle Safe Inlet Grate 0605-2771 Set 17.000 03** n k Type c Frame And Bicycle Safe Grate 4605-2771 Set 3.000 04 n Yes k Proj Type c Frame And Bicycle Safe Grate Modified 0605-2850 Each 1.000 04 n k Standard Inlet Box, Height < /= 10` 0606-0050 Set 7.000 02** n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 1.000 02 n c1, k Grade Adjustment Of Existing Manholes 0606-0160 Set 1.000 02 n c1, k Grade Adjustment Of Existing Water Valves 0606-0161 Set 1.000 02 n c1, k Grade Adjustment Of Existing Gas Valves 0606-0162 Set 1.000 02 n c1, k Grade Adjustment Of Existing Utility Boxes 0607-0012 Vertical Foot 3.000 04 n k Rebuilt Type 6` Special Inlet 0607-0013 Vertical Foot 8.000 03** n k Rebuilt Inlet Box 4607-0013 Vertical Foot 2.000 04 n Yes k Proj Rebuilt Inlet Box Modified 0607-0200 Vertical Foot 8.000 02** n k Rebuilt Manhole 0608-0001 Lump Sum 1.000 01 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 Std Equipment Package 0619-0458 Each 1.000 04 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 2, Tangent (Mash) 0620-0400 Each 1.000 04 n j Terminal Section, Single 0620-0503 Linear Foot 682.000 04 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1625 Linear Foot 688.000 04 n j Type 31-Sc Guide Rail 0620-1670 Each 1.000 04 n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 226.000 03** n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 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 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0860-0000 Each 30.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0018 Linear Foot 300.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 25.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 25.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 48,086.000 02** n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0330 Linear Foot 20,884.000 02** n Yes o Std 4" Standard Pavement Markings, Paint & Beads, White Modified 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0954-0011 Linear Foot 10.000 04 n p8 1 Inch Conduit 0954-0151 Linear Foot 10.000 04 n c1, p8 Trench And Backfill, Type i 0956-0101 Linear Foot 343.000 04 n p8 Loop Sensor 0960-0001 Linear Foot 40.000 03 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 6,896.000 02 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 2,995.000 02 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0008 Linear Foot 80.000 03 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0011 Linear Foot 139.000 03 n o2 12" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 2,787.000 02** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0101 Each 16.000 02** n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0220 Each 6.000 03** n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 3.000 04 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 22.000 02** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 8.000 04 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0960-0431 Each 20.000 03 n o2 White Hot Thermoplastic Legend, "Bicycle With Rider", 6` - 0" x 3` -4" 4962-1001 Linear Foot 37,054.000 03** n Yes o Std 6" White Waterborne Pavement Markings Modified 0962-1003 Linear Foot 706.000 04 n o 12" White Waterborne Pavement Markings 4962-1004 Linear Foot 1,120.000 03 n Yes o Std 24" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 68,588.000 03** n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 51.000 02 n o2, o3 Pavement Marking Removal 0966-0011 Each 148.000 02** n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 9000-0001 Square Yard 1,162.000 02** n g1, g4 Std Transverse Joint Repair 9000-0002 Square Yard 119.000 04 n g1 Std Accelerated Plain Cement Concrete Pavement, 9" Depth 9000-0003 Square Yard 113.000 02** n g1 Std Accelerated Plain Cement Concrete Pavement, 10" Depth 9000-0008 Cubic Yard 2.000 04 n h Std Concrete Pipe Collar 9000-0011 Each 1.000 03 n j2 Proj Reset Bicycle Parking Facility 9000-0012 Linear Foot 65.000 02 n g1, g4 Std Sawcut Of Existing Pavement 9000-0020 Each 8.000 02 n o2 Proj White Hot Thermoplastic Legend,"Chevron" 9000-0021 Each 1.000 03 n o2 Proj White Hot Thermoplastic Legend, Do Not Block Intersection 9000-0100 Lump Sum 1.000 01 n x Proj Electronic Delivery Management System For Hma-Wma Material 9000-0250 Dollar 5,000.000 $1.00 $5,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-0512 Each 18.000 60 n k Proj Valve Box 9000-2081 Cubic Yard 103.000 02** n c1 Std As Directed Subgrade Undercut 9000-4112 Ton 1,282.000 02** n f Proj Superpave Asphalt Mixture Design, Bituminous Replacement On Concrete Pavement, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 9000-6051 Each 35.000 04** n k Std Manhole Frame And Cover, Installation Only 9000-6052 Set 35.000 04** n k Std Manhole Frame And Cover, Material Only 9000-6061 Each 42.000 03** n k Std Grade Adjustment Of Municipality`s Existing Valve Box, Adjustment Only 9000-6062 Set 42.000 03** n k Std Grade Adjustment Of Municipality`s Existing Valve Box, Material Only 9000-6063 Each 13.000 04** n k Std Grade Adjustment Of Municipality`s Existing Manholes, Adjustment Only 9000-6064 Set 13.000 04** n k Std Grade Adjustment Of Municipality`s Existing Manholes, Material Only 9000-6174 Dollar 39,642.000 $1.00 $39,642.00 01 y x Std Superpave Pwt Incentive 9000-9011 Dollar 85,000.000 $1.00 $85,000.00 01 y x Std Off-Duty Uniformed Police Officer 9000-9012 Linear Foot 6,896.000 02 n o Std 4" Temporary Shadow Line Pavement Markings, Paint And Beads, Yellow 9000-9013 Linear Foot 2,995.000 02 n o Std 4" Temporary Shadow Line Pavement Markings, Paint And Beads, White

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.