SR 3012 to Turkey Vlly Rd

This project is for the pavement preservation of approximately 6.4 miles of SR 0022 in Blair County. Work includes pavement preservation, guiderail, drainage, signing and pavement markings and other miscellaneous construction as indicated on the approved drawings included in the bid package for State Route 0022, Section 054, In Blair County, Blair And Fransktown Townships, Hollidaysburg Boro at the locations indicated on the plan. 0203-0001 Cubic Yard 118.000 02 n c Class 1 Excavation 0203-0004 Cubic Yard 413.000 02 n c1 Class 1b Excavation 0204-0010 Linear Foot 100.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0363 Ton 5.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 207.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 331.000 01** n c1 Select Granular Material (2rc) 0212-0014 Square Yard 1,609.000 02 n c3, h, m2 Geotextile, Class 4, Type a 0313-0530 Square Yard 720.000 02 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 8" Depth 0350-0106 Square Yard 720.000 02 n c, e Subbase 6" Depth (No. 2a) 0405-0001 Dollar 21,000.000 $1.00 $21,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0306 Square Yard 334.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-l 0413-0408 Ton 13,902.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0413-2089 Ton 9,260.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 40,000.000 $1.00 $40,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 1,440.000 02 n f4 Asphalt Tack Coat 0460-0003 Square Yard 308,494.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 22,760.000 01** n f4 Asphalt Prime Coat 0467-0006 Linear Foot 600.000 01** n f2 Heavy Duty Membranes 48" Width 0491-0013 Square Yard 334.000 01** n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 127,300.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 4491-0115 Square Yard 26,947.000 01** n Yes f3 Std Milling Of Asphalt Pavement Surface, (Shoulder Backup) 2 1/2" Depth 0515-0001 Linear Foot 1,200.000 01** n g1, g4 Sawing And Sealing Of Asphalt Overlays e 0601-0313 Linear Foot 70.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-0763 Linear Foot 70.000 01 n h 18" Ductile Iron Pipe o 0601-7313 Linear Foot 70.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0601-5901 Linear Foot 1,385.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7313 Linear Foot 100.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0601-7360 Linear Foot 4.000 02 n h 42" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill 0605-2600 Each 4.000 02 n k Type d Endwall 0605-2610 Each 7.000 02 n k Type d-e Endwall 0605-2700 Each 4.000 02 n k Inlet Grate 0605-2730 Set 7.000 02 n k Type m Concrete Top Unit And Grate 0605-2740 Set 10.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 17.000 01** n k Standard Inlet Box, Height < /= 10` 0606-0050 Set 3.000 02 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 1.000 02 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0003 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0618-0029 Each 1.000 02 n h Concrete Collar For 42" Pipe Extension 0619-0459 Each 29.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 7.000 01** n j Terminal Section, Single 0620-0502 Linear Foot 14,475.000 01** n c1, j Remove Existing Guide Rail (Department Property) 0620-0575 Linear Foot 525.000 02 n j Guide Rail Element 0620-0872 Each 4.000 02 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 7,519.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 7,094.000 01** n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 413.000 01** n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 350.000 01** n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1635 Linear Foot 775.000 01** n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 200.000 01** n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0620-1670 Each 8.000 01** n j Type 31-Strong Post In-Line Anchor 4660-0022 Linear Foot 20,743.000 01** n Yes f3 Std Milled Centerline Rumble Strips Type 2 Modified 0660-0024 Linear Foot 25,881.000 02 n f3 Milled Edgeline Rumble Strips 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0686-0041 Lump Sum 1.000 02 n x Construction Surveying, Type c 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 0802-0001 Cubic Yard 208.000 01** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 40.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 25.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0014 Pound 10.000 02 n m3 Seeding - Formula e 0867-0012 Linear Foot 500.000 02 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01** n q Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 140,450.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0931-0001 Square Foot 189.000 01** n r Post Mounted Signs, Type b 0931-0003 Square Foot 171.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 17.000 01** n r Post Mounted Signs, Type c 0935-0001 Square Foot 60.000 01** n r Post Mounted Signs, Type f 0937-0106 Each 246.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0113 Each 246.000 01** n Yes j, r Std Guide Rail Mounted Delineator Type d, (w/b) Mid-Span Splice 0937-0323 Each 162.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0330 Each 23.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0332 Each 807.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0334 Each 57.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0962-1000 Linear Foot 138,475.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 3,280.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 162,998.000 01** n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 344.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0011 Linear Foot 510.000 01 n o2 12" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 92.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0152 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Rr Crossing", 6` - 6", 12` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0965-0224 Each 30.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0965-0226 Each 6.000 01 n o2 White Preformed Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0966-0300 Each 450.000 01** n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0005 Each 4.000 01** n x Std Utility Test Hole 9000-0091 Each 1.000 01 n r Std Covid-19 Safety Plan Sign

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.