Group 2-20-ST9

The description and location of the project is as follows: For the improvement of certain sections of state highways in juniata and mifflin counties, various townships and boroughs, Commonwealth of Pennsylvania, Group 2-20-ST9. For the improvement to 3 State Routes having a combined construction length of approximately 51190 linear feet (9.7 miles), involving various combinations of milling, using various Superpave Asphalt Mixture Designs for binder and wearing courses, guide rail, various pavement markings, and miscellaneous construction as indicated on the approved drawings. 4411-0010 Ton 20,064.000 01** 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 155.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0001 Square Yard 131,966.000 01** n f4 Bituminous Tack Coat 0461-0001 Square Yard 25,965.000 01** n f4 Bituminous Prime Coat 0491-0019 Square Yard 4,617.000 01 n f3 Milling Of Bituminous 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 01** 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 14.000 01** n j Terminal Section, Single 0620-0500 Linear Foot 88.000 01** n j Reset Guide Rail 4620-0500 Linear Foot 14,575.000 01** n Yes j Proj Reset Guide Rail (Mash 31-s Standards) Using New Panels 0620-0503 Linear Foot 1,070.000 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 0620-1075 Linear Foot 13.000 01 n j Type 2-s Guide Rail 0620-1600 Linear Foot 651.000 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 0620-1650 Each 15.000 01** n j Type 31-Strong Post End Treatment 0620-1660 Each 1.000 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 3,898.000 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 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 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 71,704.000 05** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0937-0104 Each 40.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 214.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 39.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0966-0300 Each 224.000 02 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0001 Each 1.000 01 n r Std Reset Mailbox 9000-0018 Linear Foot 1,230.000 02 n c1 Proj Selected Borrow Excavation Rock, Class r-3, With Mesh Forms And Support Struts 9000-0060 Square Yard 1,337.000 01** n f3 Std Milling Of Bituminous 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.