Bedford StReet - Reservoir Road

This Project Is For The Pavement Preservation Of Approximately 7.2 Miles Of Sr’s 2014, 2002, 2010 & 4025 In Blair County. Work Includes Pavement Preservation, Guiderail, Drainage, Signing And Other Miscellaneous Construction As Indicated On The Approved Drawings Included In The Bid Package For State Route 2014, Section 005, In Blair County, Taylor, Freedom & Antis Townships, Hollidaysburg Borough At The Locations Indicated On The Plan 0203-0001 Cubic Yard 3.000 04 n c Class 1 Excavation 0203-0004 Cubic Yard 54.000 01** n c1 Class 1b Excavation 4203-0004 Cubic Yard 51.000 02** n Yes c1 Std Class 1b Excavation Shoulder Backfill 0204-0010 Linear Foot 60.000 01** n c1, h Cleaning Existing Ditches Excavation 0205-0363 Ton 5.000 04 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 41.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 470.000 01** n c1 Select Granular Material (2rc) 0313-0322 Square Yard 980.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0324 Square Yard 161.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 4413-0010 Ton 5,012.000 05 n Yes f Std Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements Custom Modified 0413-0255 Ton 5,742.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-2074 Ton 3,723.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 16,078.000 $1.00 $16,078.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 157,321.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 4,649.000 01** n f4 Asphalt Prime Coat 0491-0012 Square Yard 133.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 62,497.000 01** n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor e 0601-0313 Linear Foot 252.000 01** n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-7313 Linear Foot 252.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0315 Linear Foot 106.000 01** n h 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-7328 Linear Foot 106.000 01** n h 24" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill 0601-5901 Linear Foot 102.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7308 Linear Foot 4.000 03 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill e 0604-0398 Linear Foot 279.000 04 n h 15" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill o 0604-7308 Linear Foot 279.000 04 n h 15" Reinforced Concrete Pipe, Type b, (Open Joint), 20` - 1.5` Fill 0605-2640 Each 1.000 02 n k Type d Endwall For 18" Pipe 0605-2730 Set 9.000 02** n k Type m Concrete Top Unit And Grate 0605-2850 Each 7.000 02** n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 1.000 03 n k Type 4 Inlet Box, Height < /= 10` 0606-0050 Set 1.000 04 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0003 Lump Sum 1.000 06 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 06 n x Std Equipment Package 0618-0021 Each 2.000 03** n h Concrete Collar For 15" Pipe Extension 0618-0024 Each 2.000 03 n h Concrete Collar For 24" Pipe Extension 0619-0459 Each 5.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 16.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 4,749.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0525 Each 44.000 02 n j Offset Brackets 0620-0575 Linear Foot 380.000 02 n j Guide Rail Element 0620-0872 Each 1.000 02 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 6.000 02** n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 2,800.000 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 0620-1602 Linear Foot 50.000 03 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 288.000 02** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 25.000 03 n j Type 31-Scc Guide Rail 0620-1650 Each 6.000 02** n j Type 31-Strong Post End Treatment 0620-1670 Each 9.000 01** n j Type 31-Strong Post In-Line Anchor 0620-2010 Each 4.000 03 n j Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb 4660-0002 Linear Foot 6,365.000 01** n Yes f3 Std Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified 0677-0004 Ton 146.000 01** n c1, e Selected Material Surfacing 0680-0120 Square Yard 64.000 02 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0040 Lump Sum 1.000 01 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 320.000 02** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 78.000 02** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0810-0027 Linear Foot 1,350.000 01 n m1 Tree Trimming To An Unlimited Height 0901-0001 Lump Sum 1.000 01** n q Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 113,696.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 38,700.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0001 Square Foot 196.000 01** n r Post Mounted Signs, Type b 0931-0003 Square Foot 450.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 18.000 03** n r Post Mounted Signs, Type c 0935-0001 Square Foot 143.000 01** n r Post Mounted Signs, Type f 0937-0107 Each 62.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 62.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0330 Each 10.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0332 Each 318.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0334 Each 32.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0337 Each 173.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0956-0101 Linear Foot 164.000 03 n p8 Loop Sensor 0962-1000 Linear Foot 38,700.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 300.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 148,936.000 01** n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 88.000 03 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 24.000 03 n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0151 Each 3.000 01** n o2 White Preformed Thermoplastic Legend, "Rr Crossing", 6` - 6", 11` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0971-0001 Each 2.000 02 n r Remove Post Mounted Signs, Type b 9000-0005 Each 12.000 03** n x Std Utility Test Holes 9000-0032 Dollar 4,000.000 $1.00 $4,000.00 01 y m1 Std Unforseen Tree Removal 9901-0350 Dollar 10,000.000 $1.00 $10,000.00 01** y x Std Railroad Protective Services

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.