Mercer Group 411

For the milling and bituminous overlay with Superpave Asphalt Mixture Design. Also for base repair, drainage improvements, guiderail improvements, ADA curb ramps, tree trimming and removal, and pavement markings, and other miscellaneous construction all within a project length of 15.79 miles as indicated on the approved drawings included in the bid package for State Route 0258, Section 411, In Mercer County, And State Route 3015, Also In Mercer County. This project being situated as follows: SR 0258 in Mercer segment 0290 offset 3274 then west 10.54 miles to the intersection with SR 0018. SR 3015 from the intersection with SR 0418 then west towards Ohio to segment 0080 offset 2087. 0203-0001 Cubic Yard 88.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 458.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 545.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 18.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 2,055.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0281 Cubic Yard 88.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0364 Ton 73.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0208-0001 Hour 4.000 01 n c Special Rolling 0212-0001 Linear Foot 100.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 757.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 530.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0426 Square Yard 757.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0437 Ton 70.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 481.000 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 120.000 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 Transverse Base Repair 0350-0108 Square Yard 757.000 01 n c, e Subbase 8" Depth (No. 2a) 0405-0001 Dollar 26,000.000 $1.00 $26,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0257 Ton 13,096.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 0413-0500 Ton 1,480.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1024 Ton 5,042.000 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 0413-2147 Ton 573.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-7009 Ton 44.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-8100 Ton 104.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64e-22, 0.3 < 3 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 41,000.000 $1.00 $41,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 329,736.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 26,803.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 230.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0019 Square Yard 77,331.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Use For Shoulder Backup 4491-0039 Square Yard 87,308.000 01 n Req f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0501-0024 Square Yard 3.000 01 n g Plain Cement Concrete Pavement, 6" Depth 4501-0124 Square Yard 90.000 01 n Yes g Proj h.e.s. Plain Cement Concrete Pavement, 6" Depth Includes Excavation And Subbase 0515-0001 Linear Foot 118.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays e 0601-0453 Linear Foot 20.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill, Shore/Trench Box o 0601-7708 Linear Foot 20.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box o 0601-4363 Linear Foot 20.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 0601-5401 Linear Foot 84.000 01 n h Relaid Pipe Culvert 0601-5431 Cubic Yard 10.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 345.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 11.000 01 n c1, h1 Cleaning Drainage Structures 4605-2700 Each 1.000 01 n Yes k Std Inlet Grate Leafless 4605-2701 Each 6.000 01 n Yes k Proj Bicycle Safe Inlet Grate Field Verify 0605-2711 Set 4.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 1.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2771 Set 2.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10' 4605-2858 Each 2.000 01 n Yes k Proj Type 5 Inlet Box, Height < /= 10' Includes Pipe Stubs 4605-4010 Each 2.000 01 n Req c1, h Std Remove Existing Inlet 0606-0050 Set 4.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 2.000 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 0610-7001 Linear Foot 100.000 01 n h2 4" Pavement Base Drain 0619-0459 Each 32.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 41.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 18,100.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 4620-0595 Linear Foot 325.000 01 n Yes j Proj Structure Mounted Guide Rail Reset 0620-0872 Each 26.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0873 Each 4.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 47.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 12,625.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 4,688.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 250.000 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 50.000 01 n j Type 31-Scc Guide Rail With 8' Extra Length Posts 0620-1645 Linear Foot 613.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 4.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 49.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 528.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 240.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 0677-0002 Ton 79.000 01 n c1, e Selected Material Surfacing 0680-0120 Square Yard 295.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 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 4695-0004 Square Foot 160.000 01 n Yes k Std Detectable Warning Surface, Polymer Composite Color Specific 0804-0003 Pound 81.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0937-0107 Each 304.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0321 Each 32.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0941-0001 Each 5.000 01 n r Reset Post Mounted Signs, Type b 0962-1005 Linear Foot 506,352.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 578.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 72.000 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) 0966-0011 Each 363.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 9000-0005 Dollar 50,000.000 $1.00 $50,000.00 01 y f1 Std Repair Of Local Roads 9000-0413 Dollar 1,500.000 $1.00 $1,500.00 01 y x Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material 9000-5002 Each 16.000 01 n x Std Curb Ramp Analysis With Limited Submissions 9000-6000 Each 2.000 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.