Indiana County Group

Resurfacing to include longitudinal and transverse patching, minor drainage, bituminous binder courses and microsuface and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 954, Section 402, In Indiana County, Center Township From Approximately Sr 56 At Segment 0010 Offset 0000 To Approximately Sr 422 At Segment 0130 Offset 2271. Also Along Us 422 Eb/Wb From Segment 0440/0441 Offset 0000 To Segment 0500/0481 Offset 1647/1319. Also For State Route 85, Section 401, In Indiana County, Plumville Borough And South Mahoning Township From Approximately Armstrong County Line At Segment 0010 Offset 0000 To Approximately Sr 210 At Segment 0080 Offset 0000. 4203-0001 Cubic Yard 10.000 01 n Yes c Proj Class 1 Excavation For Inlets 0203-0003 Cubic Yard 35.000 01** n c1 Class 1a Excavation 0203-0004 Cubic Yard 40.000 01 n c1 Class 1b Excavation 0205-0363 Ton 94.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 35.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0212-0014 Square Yard 200.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0437 Ton 88.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4313-0437 Ton 1,893.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix For Longitudinal Patching 4313-0537 Ton 874.000 02 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix For Longitudinal Patching 0350-0121 Ton 30.000 01** n c, e Subbase (No. 2a) 0405-0001 Dollar 20,000.000 $1.00 $20,000.00 01** y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 4413-0205 Ton 182.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l For Drive Adjustments 0413-0255 Ton 8,599.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0308 Ton 5,062.000 02 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 4413-0408 Ton 1,425.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h For Longitudinal Patching 0413-2074 Ton 5,732.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2089 Ton 3,375.000 02 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0460-0004 Gallon 23,839.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 4461-0001 Square Yard 9,148.000 01 n Yes f4 Proj Asphalt Prime Coat Modified 0466-0001 Square Yard 58,682.000 02 n f4 Asphalt Paving Fabric 0491-0019 Square Yard 58,682.000 02 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 11,064.000 01** n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor For Longitudinal Patching 0601-5901 Linear Foot 50.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7014 Linear Foot 60.000 02 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Modified 4601-7027 Linear Foot 40.000 02 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Design Life Modified 0605-1300 Each 4.000 01 n c1, h1 Cleaning Drainage Structures 0605-2740 Set 3.000 02 n k Type s Concrete Top Unit And Grate 0605-2850 Each 3.000 02 n k Standard Inlet Box, Height < /= 10' 4606-0050 Set 2.000 01 n Yes c1, k Proj Grade Adjustment Of Existing Inlets With New Grate 4608-0001 Lump Sum 1.000 01 n Yes x Proj Mobilization Modified 4609-0002 Lump Sum 1.000 01 n Yes x Proj Inspector's Field Office And Inspection Facilities, Type a Modified 4609-0009 Lump Sum 1.000 01 n Yes x Std Equipment Package Modified 0618-0022 Each 1.000 02 n h Concrete Collar For 18" Pipe Extension 0619-0459 Each 12.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 42.000 01** n j Terminal Section, Single 0620-0402 Each 8.000 01 n j Terminal Section, Bridge Connection 0620-0872 Each 5.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 16,031.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 3,645.000 02 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1650 Each 4.000 01** n j Type 31-Strong Post End Treatment 4625-0010 Cubic Yard 10.000 02** n Yes s2 Proj Class a Cement Concrete For Headwall Replacement 0680-0120 Square Yard 361.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 4689-0003 Lump Sum 1.000 01 n Yes x Proj Cpm Schedule Modified 4901-0001 Lump Sum 1.000 01 n Yes q Proj Maintenance And Protection Of Traffic During Construction For Project a 4901-0002 Lump Sum 1.000 02 n Yes q Proj Maintenance And Protection Of Traffic During Construction For Project b 0901-0320 Linear Foot 154,606.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 169,356.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 5,930.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0105 Each 70.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 170.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0323 Each 125.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0333 Each 22.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0954-0011 Linear Foot 160.000 01 n p8 1 Inch Conduit 0954-0152 Linear Foot 160.000 01 n c1, p8 Trench And Backfill, Type Ii 0956-0101 Linear Foot 580.000 01 n p8 Loop Sensor 0962-1000 Linear Foot 24,800.000 01 n o 4" White Waterborne Pavement Markings 4962-1000 Linear Foot 94,298.000 01** n Yes o Proj 4" White Waterborne Pavement Markings Modified 0962-1001 Linear Foot 5,180.000 01 n o 6" White Waterborne Pavement Markings 4962-1001 Linear Foot 870.000 01 n Yes o Proj 6" White Waterborne Pavement Markings Modified 0962-1004 Linear Foot 180.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 27,950.000 01 n o 4" Yellow Waterborne Pavement Markings 4962-1005 Linear Foot 92,278.000 01** n Yes o Proj 4" Yellow Waterborne Pavement Markings Modified 0962-1062 Each 6.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12'-0" x 3'-0" 0963-0001 Square Foot 2,345.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 8,400.000 01 n o2, o3 4" Pavement Marking Removal 0964-0001 Linear Foot 94,298.000 01** n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 118,368.000 01** n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 870.000 01 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 224.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 530.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0102 Each 1.000 01 n o3 White Epoxy Legend, "Stop", 8' - 0" 0964-0108 Each 1.000 01 n o3 White Epoxy Legend, "Ahead", 8' - 0" 0964-0224 Each 6.000 01 n o3 White Epoxy Legend, "Left Arrow", 12' - 0" x 3' - 0" 0964-0230 Each 1.000 01 n o3 White Epoxy Legend, "Wrong Way Arrow" , 23'-0" 0964-0255 Linear Foot 12.000 01 n o3 White Epoxy Legend, "Yield Line" , 12" x 18" Triangle, (Min 6 Triangles Per Line) 0966-0011 Each 386.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0014 Each 24.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 310.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 111.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0300 Each 427.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0008 Linear Foot 5.000 02 n h Proj 18 Inch Pipe Extension 9000-0284 Each 16.000 01 n h Proj Pvc Drain Extension 9000-0311 Linear Foot 1,350.000 02 n h2 Proj Warm Mix Asphalt (Wma) Pavement Drain 9000-0411 Linear Foot 400.000 01** n h2 Proj Warm Mix Asphalt Patch Drain 9000-2020 Each 3.000 01 n r Std Covid-19 Safety Plan Sign 9000-2021 Dollar 3,000.000 $1.00 $3,000.00 01 y x Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-6000 Each 4.000 02 n x Std Design Of Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-6012 Each 4.000 02 n x Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-6174 Dollar 29,974.000 $1.00 $29,974.00 01 y x Proj Superpave Warm Mix Asphalt Pwt Incentive For Project a 9000-6175 Dollar 15,388.000 $1.00 $15,388.00 02 y x Proj Superpave Warm Mix Asphalt Pwt Incentive For Project b 9203-0004 Cubic Yard 10.000 02 n c1 Proj Class 1b Excavation For Transverse Patching 9204-0001 Each 7.000 01** n c1 Proj Test Pits For Underground Utilities 9313-0437 Ton 12.000 01 n e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified Modified 9313-0537 Ton 22.000 02 n f1 Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix For Transverse Patching For Transverse Patching 9491-0001 Linear Foot 7,617.000 01** n c1 Proj Removal And Replacement Of Existing Wedge Curb 9491-0013 Square Yard 12,364.000 01 n f3 Proj Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor, For Us 422 Cl And El Patching 9491-0019 Square Yard 47,607.000 01 n f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 9605-0010 Each 3.000 02 n h Proj Removal Of Existing Inlet 9607-0013 Vertical Foot 23.000 01** n h Proj Rebuilt Inlet 9660-0001 Linear Foot 30,218.000 01** n f3 Proj Milled Asphalt Centerline Rumble Strips

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.