Crawford Group 102

Milling, patching, repair, paving, drainage, ADA curb ramps and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 1001 SECTION 102, in Crawford COUNTY City of Meadville from approximately segment 0030 offset 1678 to approximately segment 130 offset 1639. Alt Itemunit Of Measurequantityunit Price Item Totalfc Pdpmod Descciswccspec Provaction 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 4203-0003 Cubic Yard 245.000 01 n Yes c1 Proj Class 1a Excavation With Course Aggregate Backfill 0204-0100 Cubic Yard 60.000 01 n c1, s1, t1 Class 3 Excavation 0205-0364 Ton 64.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0365 Ton 25.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0367 Ton 190.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0212-0014 Square Yard 410.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0316-0437 Ton 807.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 100.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Trans 0405-0001 Dollar 9,000.000 $1.00 $9,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-1024 Ton 2,700.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-3246 Ton 5,805.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-9999 Dollar 31,000.000 $1.00 $31,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 156,400.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 9,330.000 01 n f4 Asphalt Prime Coat 4469-0001 Linear Foot 25,886.000 01 n Yes f2 Std Longitudinal Joint Sealing For New Pavement Surfaces Custom Modified 0491-0019 Square Yard 65,454.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 12,730.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) e 0601-0353 Linear Foot 40.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-0763 Linear Foot 40.000 01 n h 18" Ductile Iron Pipe 0601-5401 Linear Foot 36.000 01 n h Relaid Pipe Culvert 0601-5430 Cubic Yard 37.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-8318 Linear Foot 4.000 01 n h 18" Reinforced Concrete Pipe, Type b, 50` - 1.5` Fill 4605-2701 Each 3.000 01 n Yes k Proj Bicycle Safe Inlet Grate Field Verify 0605-2711 Set 14.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Includes Pipe Stubs 4605-4011 Each 1.000 01 n Req c1, h Std Remove Existing Endwall 0607-0013 Vertical Foot 14.000 01 n k Rebuilt Inlet Box 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 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0619-0459 Each 32.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 13.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 6,450.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 6.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0873 Each 3.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 37.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 4,275.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 525.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0620-1645 Linear Foot 163.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 16.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 40.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 225.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 70.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4676-0002 Square Yard 75.000 01 n Yes k Std Cement Concrete Sidewalk 6" Depth 4677-0002 Ton 26.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0695-0002 Square Foot 30.000 01 n k Detectable Warning Surface, Cast Iron e 0695-0004 Square Foot 50.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 50.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 50.000 01 n k Detectable Warning Surface, Polymer Concrete 0804-0003 Pound 40.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0867-0012 Linear Foot 200.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0105 Each 32.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 236.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0960-0005 Linear Foot 1,068.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 45,406.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 207,088.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Ton 1,200.000 01 n f Std Fiber Modified Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 9000-0002 Lump Sum 1.000 01 n c1, m2 Proj Stream Diversion 9000-0003 Linear Foot 120.000 01 n h Proj Slip Lining Of Existing 72" Pipe 9000-0004 Ton 10.000 01 n c1, e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25mm Mix, Pipe Replacement 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material 9000-5001 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 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.