Group 2-21-St9

4413-0010 Ton 19,736.000 01** n Req f Std Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements 0413-0205 Ton 189.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1019 Ton 14.000 02 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0001 Square Yard 138,425.000 01** n f4 Asphalt Tack Coat 0461-0001 Square Yard 27,246.000 01** n f4 Asphalt Prime Coat 0491-0019 Square Yard 5,784.000 01** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0606-0050 Set 4.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 1.000 01 n k Rebuilt Inlet Box 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 03** n x Std Equipment Package 0619-0459 Each 12.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 4.000 02 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 11.000 01** n j Terminal Section, Single 0620-0500 Linear Foot 63.000 01** n j Reset Guide Rail 4620-0500 Linear Foot 15,903.000 01** n Yes j Proj Reset Guide Rail (Mash 31-s Standards) Using New Panels 0620-0503 Linear Foot 1,658.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0551 Each 100.000 01** n j w6 x 9 Steel i-Beam Guide Rail Posts 0620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 663.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 75.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 300.000 03 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 368.000 03 n j Type 31-Scc Guide Rail 0620-1650 Each 15.000 01** n j Type 31-Strong Post End Treatment 0620-1660 Each 5.000 01** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 12.000 01** n j Type 31-Strong Post In-Line Anchor 0677-0002 Ton 108.000 01** n c1, e Selected Material Surfacing 4677-0004 Ton 3,884.000 01** n Yes c1, e Std Selected Material Surfacing Scarify And Use Subbase 0680-0120 Square Yard 174.000 01** n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 0689-0003 Lump Sum 1.000 03** n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03** y x Internal Facilitation 0901-0001 Lump Sum 1.000 02** n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 03** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 105,490.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0937-0104 Each 43.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 241.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 43.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1005 Linear Foot 200.000 02 n o 4" Yellow Waterborne Pavement Markings 0966-0300 Each 246.000 02 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0001 Each 1.000 01 n r Std Reset Mailbox 9000-0002 Each 1.000 03** n r Std Covid-19 Safety Plan Sign 9000-0003 Dollar 3,000.000 $1.00 $3,000.00 03** y Zz Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-0018 Linear Foot 2,285.000 04 n c1 Proj Selected Borrow Excavation Rock, Course Aggregate, No. 1, With Mesh Forms And Support Struts (1 Basket) 9000-0060 Square Yard 1,420.000 01** n f3 Std Milling Of Asphalt Paving Notch Or Joint

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.