SR 338 Alum Rock East

Resurfacing To Include Binder Overlay, Minor Drainage, Guiderail And Back Up And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 338, Section 302, In Clarion County Richland/Beaver Townships From Approximately Sr 58 (Alum Rock Road) At Segment 0010 Offset 0000 To Approximately East Of Sr 4005 (Tippecanoe Road) At Segment 0160 Offset 0250. 0203-0001 Cubic Yard 604.000 01 n c Class 1 Excavation 4203-0004 Cubic Yard 99.000 01 n Yes c1 Proj Class 1b Excavation Modified 0203-0006 Linear Foot 1,155.000 01 n g4 Saw Cutting 0204-0010 Linear Foot 90.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0100 Cubic Yard 84.000 01 n c1 Foreign Borrow Excavation 0205-0363 Ton 755.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 125.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0385 Ton 72.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0014 Square Yard 1,030.000 01 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 4313-0437 Ton 214.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 2,120.000 01 n c, e Subbase (No. 2a) 0413-0250 Square Yard 308.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-h 4413-0256 Ton 160.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g Modified 0413-0261 Ton 2,577.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To <3 Million Esals, 4.75 Mm Mix, Srl-l 0413-7009 Ton 12,894.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 21,411.000 $1.00 $21,411.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 12,480.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 14,153.000 01 n f4 Asphalt Prime Coat 0466-0001 Square Yard 79,494.000 01 n f4 Asphalt Paving Fabric 0491-0019 Square Yard 9,551.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4501-0024 Square Yard 45.000 01 n Yes g Proj Plain Cement Concrete Pavement, 6" Depth Modified 0601-0313 Linear Foot 4.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0601-4011 Linear Foot 8.000 01 n h 48" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 0601-5431 Cubic Yard 15.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 4601-5901 Linear Foot 900.000 01 n Yes h1 Proj Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" Modified 4601-5902 Linear Foot 48.000 01 n Yes h1 Proj Cleaning Existing Pipe Culverts, Diameters Over 36" Modified 0601-7008 Linear Foot 102.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill 0601-7014 Linear Foot 232.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0601-7027 Linear Foot 42.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life 0601-7043 Linear Foot 40.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0604-0313 Linear Foot 200.000 01 n h 18" Perforated Thermoplastic Pipe, Group Ip, 15`-1.5` Fill 0605-2730 Set 4.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 4.000 01 n k Standard Inlet Box, Height < /= 10` 0606-0050 Set 53.000 01 n c1, k Grade Adjustment Of Existing Inlets 4607-0013 Vertical Foot 9.000 01 n Yes k Proj Rebuilt Inlet Box Modified 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 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) 0620-0010 Each 17.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 30.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 14,665.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 17.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 11.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 10,825.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 900.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 738.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 525.000 01 n j Type 31-Scc Guide Rail 4620-1645 Linear Foot 1,100.000 01 n Yes j Proj Curved w-Beam Guide Rail At Intersections Modified 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 42.000 01 n j Type 31-Strong Post In-Line Anchor 0623-0052 Linear Foot 150.000 01 n j1 Single Face Concrete Barrier 0623-0112 Each 4.000 01 n j1 Flared End Transition 0623-0275 Linear Foot 24.000 01 n j1 Removal Of Existing Concrete Median Barrier 4677-0001 Cubic Yard 150.000 01 n Yes c1, e Proj Selected Material Surfacing Modified 0680-0120 Square Yard 308.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 4686-0040 Lump Sum 1.000 01 n Yes x Proj Construction Surveying, Type c Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0802-0001 Cubic Yard 1.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 1.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 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 300.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 62,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0937-0105 Each 65.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 175.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0231 Each 28.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (w/w) 0937-0323 Each 105.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0332 Each 185.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0962-1000 Linear Foot 120,600.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 124,000.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 1,172.000 01 n o2, o3 4" Pavement Marking Removal 1040-0120 Square Foot 229.000 01 n s9 Concrete Bridge Deck Repair Accelerated, Type 2 Using Asc 1046-0010 Square Yard 991.000 01 n k2 Epoxy Overlay 1090-1018 Square Foot 43.000 01 n s2 Prestressed Concrete Beam Repairs 9000-0001 Linear Foot 24.000 01 n k Proj Cut Curb To 4" Height 9000-0309 Linear Foot 815.000 01 n h2 Proj Asphalt Pavement Drain 9000-0411 Linear Foot 750.000 01 n h2 Proj Asphalt Patch Drain 9090-0610 Cubic Foot 13.000 01 n g1 Proj Class a Cement Concrete Repairs 9203-0001 Linear Foot 5,623.000 01 n f3 Proj Remove Existing Wedge Curb And Existing Debris 9203-0004 Cubic Yard 584.000 01 n c1 Proj Class 1b Excavation For Longitudinal Patches 9203-0005 Cubic Yard 61.000 01 n c1 Proj Class 1b Excavation For Aprons, Includes Base Course 9204-0001 Each 2.000 01 n c1 Proj Test Pits For Underground Utilities 9313-0437 Ton 1,279.000 01 n f1 Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix

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.