Group 2-20-ST1

The description and location of the project is as follows: For the improvement of certain sections of state highways in centre and clinton counties, various townships and boroughs, Commonwealth of Pennsylvania, Group 2-20-ST1. For the improvement to 10 State Routes having a combined construction length of approximately 109851 linear feet (20.8 miles), involving various combinations of milling, scratch and resurfacing, using various Superpave Asphalt Mixture Designs for binder and wearing courses, curbing, various pavement markings and legends, and miscellaneous construction as indicated on the approved drawings. 0203-0001 Cubic Yard 93.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 91.000 01** n c1 Class 1b Excavation 4203-0004 Cubic Yard 124.000 02** n Yes c1 Proj Class 1b Excavation 7"-9" Depth 0204-0010 Linear Foot 250.000 02 n c1, h Cleaning Existing Ditches 0205-0263 Cubic Yard 139.000 02 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0363 Ton 29.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0212-0001 Linear Foot 141.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 218.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0222-0041 Square Yard 139.000 02 n c3 Geocell Load Distribution Mat Type b, 6" Depth, Textured Walls/Perforated 0311-0537 Ton 197.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0341-0010 Gallon 180,496.000 01** n e Bituminous Material 4342-0020 Ton 23,873.000 01** n Yes e Proj Cold Recycled Bituminous Base Course, Central Plant Mix 3" Depth Leveling 0350-0106 Square Yard 278.000 02 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 37.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 26,500.000 $1.00 $26,500.00 01** y x Proj Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 4411-0010 Ton 4,666.000 03 n Req f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap 0411-0395 Ton 100.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-0492 Ton 32.000 16 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-0792 Ton 12,107.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-h 0411-2392 Ton 4,881.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6330 Ton 67.000 02 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0411-6370 Ton 2,352.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0411-6470 Ton 111.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 477,125.000 01** n f4 Bituminous Tack Coat 0461-0001 Square Yard 48,605.000 01** n f4 Bituminous Prime Coat 0491-0015 Square Yard 1,858.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 1,534.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 22,950.000 01** n g1, g4 Sawing And Sealing Of Bituminous Overlays 0601-0353 Linear Foot 20.000 02 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 4601-0353 Linear Foot 425.000 02** n Yes h Proj 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation & Backfill o 4601-7313 Linear Foot 425.000 02** n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation & Backfill 0605-2711 Set 3.000 16 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 1.000 02 n k Type s Concrete Top Unit And Grate 4605-2850 Each 4.000 02** n Yes k Proj Standard Inlet Box, Height < /= 10` Includes Excavation, Backfill & Seed And Mulch 0606-0050 Set 2.000 01 n c1, k Grade Adjustment Of Existing Inlets 4607-0013 Vertical Foot 21.000 01 n Yes k Proj Rebuilt Inlet Box With Type s Inlet Top Unit And Grate 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0007 Lump Sum 1.000 01** n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01** n x Std Equipment Package 0612-0001 Linear Foot 141.000 01 n c1, h Subgrade Drains 0619-0459 Each 30.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 48.000 01** n j Terminal Section, Single 0620-0500 Linear Foot 25.000 01 n j Reset Guide Rail 4620-0500 Linear Foot 50,004.000 01** n Yes j Proj Reset Guide Rail (Mash 31-s Standards) Using New Panels 0620-0503 Linear Foot 2,938.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0551 Each 142.000 01** n j w6 x 9 Steel i-Beam Guide Rail Posts 0620-0575 Linear Foot 25.000 01 n j Guide Rail Element 0620-0872 Each 3.000 01** n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 28.000 01** n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 950.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 538.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1650 Each 19.000 01 n j Type 31-Strong Post End Treatment 0620-1660 Each 16.000 01** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 34.000 01** n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 356.000 16 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0660-0023 Linear Foot 43,036.000 01** n f3 Milled Shoulder Rumble Strips 0677-0002 Ton 224.000 01** n c1, e Selected Material Surfacing 0689-0003 Lump Sum 1.000 01** n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y x Internal Facilitation 0901-0001 Lump Sum 1.000 01** n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 01** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 178,256.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 68,780.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 17,082.000 01** n o 6" Standard Pavement Markings, Paint & Beads, White 4930-0004 Square Foot 692.000 07** n Yes r Proj Post Mounted Signs, Type a With Pickup & Install Of Flat Sheet Signs From Department, Contractor Supplied Hardware 0930-0101 Pound 4,860.000 07** n r Steel s Or w Beam Posts 0930-0110 Each 8.000 07** n r Breakaway System 0937-0104 Each 214.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 599.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 95.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 13.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0960-0021 Linear Foot 564.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0143 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Slow", 8` - 0" 0960-0224 Each 4.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0230 Each 4.000 01** n o2 White Hot Thermoplastic Legend, "Wrong Way Arrow", 23` - 0" 0962-1000 Linear Foot 34,390.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 34,390.000 01** n o 4" Yellow Waterborne Pavement Markings 0964-0005 Linear Foot 8,692.000 01** n o 6" White Epoxy Pavement Markings 0966-0300 Each 720.000 01** n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0970-0001 Each 4.000 07** n r Remove Post Mounted Signs, Type a 9000-0001 Ton 10,190.000 01** n e Proj Millings For Shoulder Backup 9000-0004 Linear Foot 50.000 02 n g4 Std Sawcutting The Existing Pavement 9000-0008 Each 6.000 01 n r Std Relocate Mailbox 9000-0010 Linear Foot 2,816.000 01** n c1 Proj Selected Borrow Excavation Rock, Class r-3, With Mesh Forms And Support Struts 9000-0011 Linear Foot 3,694.000 01** n c1 Proj Selected Borrow Excavation Rock, Class r-3 With Mesh Forms And Support Struts (2 Basket) 9000-0012 Linear Foot 249.000 02 n c1 Proj Selected Borrow Excavation Rock, Class r-3 With Mesh Forms And Support Struts (3 Basket) 9000-0015 Ton 1,596.000 02 n c1, c3 Proj Selected Borrow Excavation Rock, Class r-3 With Excavation And Geotextile 9000-0040 Linear Foot 120.000 06 n h Proj Cured In Place Liner For 24" Pipe 9000-0041 Linear Foot 150.000 06 n h Proj Cured In Place Liner For 30" Pipe 9000-0042 Linear Foot 220.000 06 n h Proj Cured In Place Liner For 36" Pipe 9000-0043 Linear Foot 82.000 06 n h Proj Cured In Place Liner For 48" Pipe 9000-0044 Linear Foot 180.000 02 n h Proj Cured In Place Liner For 54" Pipe 9000-0050 Dollar 15,000.000 $1.00 $15,000.00 15 y j2 Proj Parapet Mounted Fence Repairs 9000-0060 Square Yard 5,320.000 01** n f3 Std Milling Of Bituminous Paving Notch Or Joint 9000-0070 Square Yard 11,380.000 01** n f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth 2"-5" 9000-6174 Dollar 36,435.000 $1.00 $36,435.00 01** y x Std Superpave Pwt Incentive

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.