Group 2-22-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 2-22-St1. For The Improvement To 15 State Routes Having a Combined Construction Length Of Approximately 129,781 Linear Feet (24.6 Miles), Involving Various Combinations Of Milling, Scratch And Resurfacing, Using Various Superpave Asphalt Mixture Designs For Binder And Wearing Courses, Various Pavement Markings And Legends, And Miscellaneous Construction As Indicated On The Approved Drawings. 0203-0004 Cubic Yard 66.000 01 n c1 Class 1b Excavation 4203-0004 Cubic Yard 72.000 01 n Yes c1 Proj Class 1b Excavation 6"-7.5" Depth 0313-0437 Ton 111.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0405-0001 Dollar 60,000.000 $1.00 $60,000.00 01** y x Proj Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 4413-0010 Ton 26,947.000 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 0413-0204 Ton 1,862.000 02 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-0205 Ton 7,061.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0255 Ton 2,432.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0256 Ton 2,425.000 04 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-0258 Ton 171.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1019 Ton 5,385.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6037 Ton 3,566.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0413-6047 Ton 129.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 34,651.000 $1.00 $34,651.00 01** y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 534,357.000 01** n f4 Asphalt Tack Coat 0461-0001 Square Yard 65,396.000 01** n f4 Asphalt Prime Coat 0491-0014 Square Yard 7,889.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 7,576.000 01** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 53,832.000 02 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) e 4604-7509 Linear Foot 962.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life Includes Excavation & Backfill o 4604-1483 Linear Foot 962.000 01 n Yes h Proj 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage Shore/Trench Box, 100 Year Design Life Incl Exc & Backfill 0605-2711 Set 4.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 2.000 01 n k Type s Concrete Top Unit And Grate 4605-2850 Each 4.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10' Includes Excavation, Backfill & Seed And Mulch 0606-0050 Set 19.000 01** n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 3.000 02 n c1, k Grade Adjustment Of Existing Manholes 0607-0013 Vertical Foot 31.000 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 10.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 39.000 01** n j Terminal Section, Single 4620-0500 Linear Foot 38,237.000 01** n Yes j Proj Reset Guide Rail (Mash 31-s Standards), Using New Panels 0620-0503 Linear Foot 2,528.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0543 Each 188.000 01 n j Guide Rail Strong Post, 7' Length 0620-0551 Each 234.000 01** n j w6 x 9 Steel i-Beam Guide Rail Posts 0620-0575 Linear Foot 650.000 01** n j Guide Rail Element 0620-0872 Each 8.000 01** n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 24.000 01** n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 513.000 01** n j Type 31-s Guide Rail 0620-1650 Each 20.000 01** n j Type 31-Strong Post End Treatment 0620-1660 Each 2.000 02 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 35.000 01** n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 1,082.000 01** n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 117.000 01** n Yes k Std Cement Concrete Sidewalk Remove Dispose Site Prep & Construct Sidewalk Including Placement Of Top Soil Seeding & Mulch 0677-0004 Ton 70.000 01** n c1, e Selected Material Surfacing 4677-0004 Ton 9,093.000 01** n Yes c1, e Std Selected Material Surfacing Use Subbase 0680-0120 Square Yard 28.000 02 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 e 0695-0002 Square Foot 90.000 01** n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 90.000 01** n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 90.000 01** n k Detectable Warning Surface, Polymer Composite 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 391,294.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 156,894.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 3,607.000 01** n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0936-0200 Square Foot 34.000 05 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0104 Each 72.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 562.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 72.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0955-3208 Each 16.000 05 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 4.000 05 n p Vehicular Signal Head, Five 12" Sections 4956-0101 Linear Foot 514.000 02 n Yes p8 Std Loop Sensor Place Before Wearing Course 0960-0005 Linear Foot 1,682.000 02 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 254.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0110 Each 1.000 02 n o2 White Hot Thermoplastic Legend, "School", 8' - 0" 0960-0220 Each 3.000 02 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0960-0222 Each 3.000 02 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 8.000 02 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0226 Each 3.000 02 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20' - 0" x 3' - 7" 0960-0228 Each 4.000 02 n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 0962-1000 Linear Foot 61,758.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 1,308.000 01** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 97,244.000 01** n o 4" Yellow Waterborne Pavement Markings 0966-0300 Each 580.000 01** n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0008 Each 28.000 01** n r Std Mailbox Relocation 9000-0010 Linear Foot 9,025.000 01** n c1 Proj Selected Borrow Excavation Rock, Class r-3 With Mesh Forms And Support Struts (1 Basket) 9000-0011 Linear Foot 2,230.000 02 n c1 Proj Selected Borrow Excavation Rock, Class r-3 With Mesh Forms And Support Struts (2 Basket) 9000-0023 Linear Foot 130.000 01 n h Proj Cured In Place Liner For 18" Pipe 9000-0024 Linear Foot 195.000 01 n h Proj Cured In Place Liner For 24" Pipe 9000-0060 Square Yard 6,733.000 01** n f3 Std Milling Of Asphalt Paving Notch Or Joint 9000-0070 Square Yard 16,187.000 01** n f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth 2"-5" 9000-0150 Set 16.000 01** n h Std Grade Adjustment Of Existing Manholes 9000-0160 Set 6.000 01** n h Std Grade Adjustment Of Existing Water Valves 9000-0771 Each 2.000 05 n p Proj Digital Wave Radar Detection, Advanced Dilemma Zone 9000-4999 Each 8.000 01** n x Std Preparation Of Working Drawings For Concrete Curb Ramps

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.