Spaces Corners Resurfacing

Resurfacing to include milling of the existing bituminous wearing courses, bituminous patching, paving, leveling, binder and wearing courses, and minor drainage and guide rail upgrades and other miscellaneous construction, as indicated on the approved drawings included in the bid package for state route 28, section 104, in armstrong county rayburn & valley townships from approximately SR 85 at segment 0280 offset 0000 to approximately T-568 (Crissman Road) at segment 0350 offset 1190. 0201-0001 Lump Sum 1.000 05 n a Clearing And Grubbing 0203-0001 Cubic Yard 8,453.000 01** n c Class 1 Excavation 4203-0003 Cubic Yard 32.000 01 n Yes c1 Proj Class 1a Excavation Modified 0204-0001 Cubic Yard 20.000 05 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 4.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 10.000 01 n c1 Foreign Borrow Excavation 0212-0014 Square Yard 214.000 05 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 500.000 $1.00 $500.00 01 y z Temporary Project Air Pollution Control 0311-0415 Ton 1,007.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 37.5 Mm Mix 4311-0415 Ton 4,633.000 05 n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 37.5 Mm Mix Modified 0350-0108 Square Yard 1,395.000 05 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 5.000 01 n c, e Subbase (No. 2a) 0404-0012 Dollar 50,600.000 $1.00 $50,600.00 01 y x Bituminous Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 15,000.000 $1.00 $15,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 4411-0395 Ton 92.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l Modified 0411-1995 Ton 1,655.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 4411-1995 Ton 1,210.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l Modified 0411-4982 Square Yard 74,026.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6970 Ton 925.000 05 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 10,267.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 4461-0001 Square Yard 16,000.000 01 n Yes f4 Proj Bituminous Prime Coat Modified 0467-0001 Square Yard 19,452.000 01 n f2 Heavy Duty Membranes 4491-0012 Square Yard 33,362.000 01 n Yes f3 Proj Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor Modified 4491-0013 Square Yard 25,314.000 01 n Yes f3 Proj Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor Modified 0491-0019 Square Yard 6,166.000 05 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-5431 Cubic Yard 2.000 01** n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 475.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7014 Linear Foot 396.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Modified o 4601-0773 Linear Foot 396.000 01** n Yes h Proj 18" Ductile Iron Pipe, 100 Year Design Life Modified 0605-1300 Each 10.000 01 n c1, h1 Cleaning Drainage Structures 0605-2600 Each 2.000 05 n k Type d Endwall 0605-2710 Set 1.000 01 n k Type c Concrete Top Unit And Grate 0605-2741 Set 5.000 01** n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 5.000 01** n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Modified 0606-0050 Set 23.000 01** n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-0002 Linear Foot 1,158.000 05 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 41,712.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 480.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 62.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 20.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 82.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0470 Each 5.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0010 Each 5.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 22.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 13,262.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0567 Each 26.000 01 n j Breakaway Wood Post, 6` Length 0620-0575 Linear Foot 25.000 01 n j Guide Rail Element 0620-0594 Linear Foot 15.000 01 n j Structure Mounted Guide Rail 0620-0872 Each 8.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 5.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 8,138.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 4,925.000 01** n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 75.000 01 n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 263.000 01** n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1635 Linear Foot 100.000 01 n j Type 31-Scc Guide Rail 0620-1637 Linear Foot 200.000 01 n j Type 31-Scc Guide Rail With 7` Extra Length Posts 0620-1645 Linear Foot 75.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 23.000 01** n j Type 31-Strong Post In-Line Anchor 4677-0001 Cubic Yard 31.000 01 n Yes c1, e Proj Selected Material Surfacing Modified 0686-0010 Lump Sum 1.000 05 n x Construction Surveying, Type a 0686-0040 Lump Sum 1.000 05 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 05 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0014 Pound 70.000 05 n m3 Seeding - Formula e 0806-0121 Square Yard 5,396.000 05 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 183.000 01** n c1 Rock, Class r-3 0850-0032 Cubic Yard 63.000 01** n c1 Rock, Class r-4 0850-0033 Cubic Yard 28.000 01 n c1 Rock, Class r-5 0860-0001 Each 10.000 05 n m2 Inlet Filter Bag For Type s Inlet 0867-0018 Linear Foot 1,886.000 05 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0202 Each 4.000 01 n q Floodlights 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 80,100.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0321 Linear Foot 77,000.000 01 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 77,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0937-0105 Each 45.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 160.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0195 Each 6.000 01 n j1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0196 Each 6.000 01 n j1, r Barrier Mounted Delineator, Top Mount Type r, (w/w) 0937-0323 Each 65.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0333 Each 16.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 4962-1000 Linear Foot 38,500.000 01 n Yes o Proj 4" White Waterborne Pavement Markings Modified 4962-1001 Linear Foot 1,100.000 01 n Yes o Proj 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 40,500.000 01 n Yes o Proj 4" Yellow Waterborne Pavement Markings Modified 0962-1062 Each 4.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0963-0004 Linear Foot 1,700.000 01 n o2, o3 4" Pavement Marking Removal 0964-0001 Linear Foot 38,500.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 40,500.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 1,100.000 01 n o 6" White Epoxy Pavement Markings 0964-0022 Linear Foot 200.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0224 Each 8.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0966-0011 Each 255.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0015 Each 50.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 46.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0300 Each 370.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1999-9999 Hour 1,000.000 04 n z Std Trainees 9000-0006 Linear Foot 250.000 05 n h Proj 6" Perforated Pvc Pipe 9000-6174 Dollar 25,670.000 $1.00 $25,670.00 01 y Zz Proj Superpave Pwt Incentive 9311-0415 Ton 150.000 01 n e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 37.5 Mm Mix 9605-0001 Lump Sum 1.000 01 n h Proj Endwall And Stub Pipe 9660-0001 Linear Foot 17,660.000 01 n f3 Proj Milled Bituminous Centerline Rumble Strips Leave Out Every 3 Rd Rumble Strip 9804-0005 Pound 350.000 05 n m3 Proj Seeding And Soil Supplements - Formula Db, Including Mulch 9909-0001 Ton 11.000 05 n f Proj Bituminous Build-Up

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.