GRP 111-21-7135-1

The description and location of the project is as follows: For the milling, resurfacing, shoulder repair, base repair, drainage, guide rail, pavement marking, and other miscellaneous construction, all within a length of 34,149 linear feet (6.47 miles) as indicated on the approved drawings included in the bid package for Allegheny Group 111-21-7135-1 In Allegheny County, Stowe, Kennedy, Robinson, And Moon Townships, Commonwealth of Pennsylvania. This project being situated as follows: SR 0051, Section 10A (Island Avenue-Robinson Boulevard-Fleming Park Rd-Coraopolis Boulevard) – From Fleming Avenue (Twp.) at Segment 0540 Offset 0680 (Station 0+00) to a point approximately 1,010 feet south of SR 8013 (Ramp A Road) at Segment 0620 Offset 2191 (Station 207+81). SR 0051, Section 11A (Fourth Avenue-Fifth Avenue-Stoops Ferry Road) -From SR 3087 (Thorn Run Road) at Segments 0720/0721 Offsets 0720/0790 (Station 0+00 NB/SB) to a point approximately 530 feet south of SR 3089 (Flaugherty Run Road) at Segment 0780 Offset 3052 (Station 54+25). Various State Routes and Facilities throughout Allegheny County for unforeseen repair and/or resurfacing, as directed. 0203-0001 Cubic Yard 480.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 1,396.000 01** n c1 Class 1b Excavation 0205-0100 Cubic Yard 85.000 01** n c1 Foreign Borrow Excavation 0208-0001 Hour 6.000 01** n c Special Rolling 0208-0002 Cubic Yard 205.000 01** n c1 Excavation/Backfill/Compaction 0212-0001 Linear Foot 2,916.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 649.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 726.000 01** n c3, h, m2 Geotextile, Class 4, Type c 4313-0437 Ton 407.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 4313-0537 Ton 339.000 02 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix Modified 4316-0437 Ton 844.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 4316-0537 Ton 379.000 02 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 4,850.000 01** n c, e Subbase (No. 2a) 0413-0256 Ton 6,586.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-0307 Ton 9,340.000 02 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-e 0413-0308 Ton 159.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 4413-6047 Ton 72.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix Modified 4413-6057 Ton 1,366.000 01** n Yes f Proj Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix Modified 0413-9999 Dollar 29,000.000 $1.00 $29,000.00 03 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-1422 Ton 5.000 01 n f1 Superpave Asphalt Mixture Design, Wearing Course, Manual Patching, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0450-1522 Ton 6.000 01** n f1 Superpave Asphalt Mixture Design, Wearing Course, Manual Patching, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0460-0004 Gallon 15,459.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 8,758.000 01** n f4 Asphalt Prime Coat 4467-0002 Linear Foot 138.000 01** n Yes f2 Proj Heavy Duty Membranes 12" Width Modified 0469-0024 Gallon 329.000 01** n f2 Asphalt Joint And Crack Sealing For Asphalt Surfaces 0491-0012 Square Yard 71,618.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4491-0012 Square Yard 99,194.000 02 n Yes f3 Std Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor Modified 4501-0020 Square Yard 2.000 02 n Yes g, g1, k Proj Plain Cement Concrete Pavement, 4" Depth Modified 0515-0001 Linear Foot 3,624.000 01** n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-1006 Square Yard 12.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 6" Depth 0516-1007 Square Yard 12.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 7" Depth 0516-1008 Square Yard 404.000 01** n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 8" Depth 0516-1009 Square Yard 71.000 01** n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 9" Depth 0516-1010 Square Yard 678.000 02 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 10" Depth 0516-1106 Square Yard 4.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 6" Depth 0516-1107 Square Yard 4.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 7" Depth 0516-1108 Square Yard 47.000 01** n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 8" Depth 0516-1109 Square Yard 32.000 01** n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 9" Depth 0516-1110 Square Yard 149.000 02 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 10" Depth 0516-2007 Linear Foot 3,589.000 01** n g1, g4 Patching Joint 0516-2008 Linear Foot 528.000 01** n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 7.000 01** n c1, e, g1 Subbase Material For Concrete Pavement Patching 0601-0333 Linear Foot 12.000 01 n h 18" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill e 0601-0763 Linear Foot 2,415.000 01** n h 18" Ductile Iron Pipe o 0601-0333 Linear Foot 2,415.000 01** n h 18" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill o 0601-9363 Linear Foot 2,415.000 01** n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-5901 Linear Foot 450.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7313 Linear Foot 152.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0604-0333 Linear Foot 2,916.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iip, 12'-1.5' Fill 0605-1300 Each 77.000 01** n c1, h1 Cleaning Drainage Structures 4605-2640 Each 1.000 01 n Yes k Proj Type d Endwall For 18" Pipe Modified 0605-2701 Each 38.000 01** n k Bicycle Safe Inlet Grate 4605-2701 Each 3.000 02 n Yes k Proj Bicycle Safe Inlet Grate Modified 0605-2702 Each 6.000 01 n k Vane Inlet Grate 0605-2721 Set 1.000 02 n k Type c Alternate Concrete Top Unit, Type c Frame, And Bicycle Safe Grate 0605-2741 Set 3.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2771 Set 15.000 02 n k Type c Frame And Bicycle Safe Grate 0605-2781 Set 36.000 01** n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 3.000 01** n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 13.000 01** n c1, k Grade Adjustment Of Existing Inlets 0606-0151 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0607-0013 Vertical Foot 3.000 02 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 03 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 0619-0459 Each 22.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 2.000 02 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0400 Each 16.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 20,911.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0525 Each 62.000 01** n j Offset Brackets 0620-0543 Each 35.000 01 n j Guide Rail Strong Post, 7' Length 0620-0544 Each 17.000 01 n j Guide Rail Strong Post, 8' Length 0620-0551 Each 10.000 02 n j w6 x 9 Steel i-Beam Guide Rail Posts 0620-0575 Linear Foot 200.000 01 n j Guide Rail Element 0620-0872 Each 10.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 17,386.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 1,175.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 1,163.000 01** n j Type 31-Scc Guide Rail 0620-1660 Each 4.000 02 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 14.000 01** n j Type 31-Strong Post In-Line Anchor 4627-3054 Linear Foot 84.000 01 n Yes j1 Proj Temporary Barrier, Concrete, i-Beam, f-Shape And New Jersey Shape (Nysdot) Modified 4628-3054 Linear Foot 210.000 01 n Yes j1 Proj Reset Temporary Barrier, Concrete, i-Beam, f-Shape And New Jersey Shape (Nysdot) Modified 0630-0010 Linear Foot 43.000 02 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4633-0200 Linear Foot 18.000 02 n Yes k Proj Plain Concrete Mountable Curb, Type a Modified 4641-0005 Square Yard 44.000 02 n Yes k Proj Plain Cement Concrete Curb Gutter Modified 4660-0001 Linear Foot 20,677.000 01** n Yes f3 Std Milled Asphalt Pavement Centerline Rumble Strips Type 1 Modified 4660-0003 Linear Foot 200.000 01 n Yes f3 Std Milled Asphalt Pavement Shoulder Rumble Strips Modified 4660-0004 Linear Foot 31,380.000 02 n Yes f3 Std Milled Asphalt Pavement Edgeline Rumble Strips Modified 4660-0006 Linear Foot 362.000 02 n Yes f3 Std Milled Concrete Pavement Centerline Rumble Strips Type 1 Modified 4660-0009 Linear Foot 320.000 02 n Yes f3 Std Milled Concrete Pavement Edgeline Rumble Strips Modified 4677-0002 Ton 23.000 01** n Yes c1, e Std Selected Material Surfacing Modified 0686-0040 Lump Sum 1.000 03 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 03 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0703-0020 Cubic Yard 191.000 01** n c1, h No. 1 Coarse Aggregate 4802-0001 Cubic Yard 77.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0001 Pound 49.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 49.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001 Dollar 500.000 $1.00 $500.00 03 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 1.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 278.000 01 n c1 Rock, Class r-5 0860-0000 Each 25.000 01** n m2 Inlet Filter Bag For Type m Inlet 0867-0018 Linear Foot 750.000 01** n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 03 n q Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 02 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 68.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 68.000 01** n q Additional Warning Lights, Type c 0901-0240 Square Foot 600.000 01** n q, r Additional Traffic Control Signs 0901-0241 Each 20.000 02 n q Additional Traffic Control Devices, Vertical Panels 4901-0320 Linear Foot 132,260.000 01** n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0330 Linear Foot 106,640.000 01** n Yes o Std 4" Standard Pavement Markings, Paint & Beads, White Modified 0937-0106 Each 117.000 02 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0107 Each 182.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0118 Each 8.000 02 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0212 Each 5.000 02 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0232 Each 5.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/w) 0937-0323 Each 89.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0954-0011 Linear Foot 10.000 02 n p8 1 Inch Conduit 0954-0151 Linear Foot 10.000 02 n c1, p8 Trench And Backfill, Type i 0956-0101 Linear Foot 423.000 02 n p8 Loop Sensor 4956-0601 Each 1.000 02 n Yes p Std Radar Detector Modified 0960-0002 Linear Foot 32,739.000 02 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 32,926.000 02 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0008 Linear Foot 500.000 02 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 460.000 02 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 500.000 02 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 7.000 02 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0102 Each 3.000 01** n o2 White Hot Thermoplastic Legend, "Stop", 8' - 0" 0960-0140 Each 1.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0141 Each 2.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0142 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Ahead", 8' - 0" 0960-0222 Each 8.000 02 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 10.000 02 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0228 Each 2.000 02 n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 0960-0233 Each 6.000 02 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Left t Lane", 18' - 0" x 5' - 6" 4962-1001 Linear Foot 41,162.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1003 Linear Foot 514.000 01** n Yes o Std 12" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 41,162.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0963-0004 Linear Foot 5,397.000 02 n o2, o3 4" Pavement Marking Removal 0964-0002 Linear Foot 2,495.000 02 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 2,902.000 02 n o 6" White Epoxy Pavement Markings 0966-0011 Each 420.000 01** n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 50.000 02 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 350.000 02 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 9000-0001 Square Yard 182.000 01** n g4 Std Transverse Joint Repair 9000-0002 Cubic Yard 13.000 01** n g1 Std Accelerated Plain Cement Concrete Pavement 9000-0008 Cubic Yard 1.000 01 n h Std Concrete Pipe Collar 9000-0010 Linear Foot 200.000 01** n f3 Proj Cleaning Of Existing Shoulders Prior To Milling 9000-0013 Dollar 30,000.000 $1.00 $30,000.00 03 y h Proj Unforeseen Drainage Repairs 9000-0026 Square Yard 741.000 01** n f Std Asphalt Driveway Adjustment 9000-0027 Square Yard 83.000 01** n f Std Asphalt Driveway Reconstruction 9000-0028 Square Yard 47.000 02 n g Std Concrete Driveway Reconstruction 9000-0108 Cubic Foot 5.000 02 n g1 Proj Class Aa Cement Concrete Repair 9000-0120 Cubic Yard 1,521.000 01** n c Proj Shoulder Backfill (Recycled Millings) 9000-0250 Dollar 1,500.000 $1.00 $1,500.00 03 y c1, p8 Std Locate Existing Underground Utilities 9000-0607 Vertical Foot 30.000 02 n k Proj Rebuilt Type h Inlet To Type s Inlet Top 9000-0963 Linear Foot 900.000 02 n o2, o3 Std Removal And Disposal Of Existing Paint From Barrier And Curb 9000-2019 Each 6.000 95 n x Std Covid 19 Safety Plan Sign 9000-3162 Ton 1,927.000 01 n f Proj Superpave Asphalt Mixture Design, Flexible Base Replacement On Concrete Pavement, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 9000-3163 Ton 212.000 01** n f Proj Superpave Asphalt Mixture Design, Flexible Base Replacement On Concrete Pavement, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix 9000-4131 Dollar 4,500.000 $1.00 $4,500.00 03 y x Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-5100 Lump Sum 1.000 03 n x Std Electronic Ticketing System 9000-5123 Linear Foot 100.000 02 n g4 Std Joint Cleaning And Sealing Of Concrete Curb, Concrete Curb Gutter & Concrete Mountable Curb 9000-6051 Each 7.000 02 n k Std Utility Hole Frame And Cover, Installation Only 9000-6052 Set 7.000 02 n k Std Utility Hole Frame And Cover, Material Only 9000-6057 Each 11.000 01 n k Std Core Hole In Inlet Box, 15" To 24" Diameter Pipe 9000-6061 Each 10.000 01 n k Std Grade Adjustment Of Municipality's Or Authority's Existing Valve Box Risers Or Adapters, Adjustment Only 9000-6062 Set 10.000 01 n k Std Grade Adjustment Of Municipality's Or Authority's Existing Valve Box Risers Or Adapters, Material Only 9000-6063 Each 1.000 02 n k Std Grade Adjustment Of Municipality's Or Authority's Existing Manholes, Adjustment Only 9000-6064 Each 1.000 02 n k Std Grade Adjustment Of Municipality's Or Authority's Existing Manholes, Material Only 9000-6192 Each 2.000 02 n j3 Proj Remove Existing Impact Attenuator (Department Property) 9000-9011 Dollar 12,240.000 $1.00 $12,240.00 02** y x Std Off Duty Uniformed Police Officer 9000-9012 Linear Foot 70,468.000 02 n o Std 4" Temporary Shadow Line Pavment Markings, Paint And Beads, Yellow 9000-9013 Linear Foot 71,656.000 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.