Intersection - ASD-US 30-10.28

For Improving a Section In Ashland County, Ohio, In Accordance With Plans And Specifications By Converting An Existing Intersection Into An r-Cut Design And Related Work. For Improving a Section In Ashland County, Ohio, In Accordance With Plans And Specifications By Converting An Existing Intersection Into An r-Cut Design And Related Work 0001 201e11000 1.000 Ls Clearing And Grubbing (Wt: 01) 01 0002 202e20010 1.000 Each Headwall Removed (Wt: Nr) Nr 0003 202e23000 4,507.000 Sy Pavement Removed (Wt: Nr) Nr 0004 202e35100 96.000 Ft Pipe Removed, 24" And Under (Wt: Nr) Nr 0005 202e35200 10.000 Ft Pipe Removed, Over 24" (Wt: Nr) Nr 0006 202e38000 912.500 Ft Guardrail Removed (Wt: Nr) Nr 0007 202e42010 1.000 Each Anchor Assembly Removed, Type e (Wt: Nr) Nr 0008 202e42040 2.000 Each Anchor Assembly Removed, Type t (Wt: Nr) Nr 0009 202e58100 3.000 Each Catch Basin Removed (Wt: Nr) Nr 0010 203e10000 6,567.000 Cy Excavation (Wt: 06) 06 0011 203e20000 6,668.000 Cy Embankment (Wt: 06) 06 0012 203e35110 1,815.000 Cy Granular Material, Type b (Wt: 06) 06 0013 204e10000 9,371.000 Sy Subgrade Compaction (Wt: 06) 06 0014 204e13000 1,815.000 Cy Excavation Of Subgrade (Wt: 06) 06 0015 204e45000 8.000 Hour Proof Rolling (Wt: Nr) Nr 0016 204e50000 5,445.000 Sy Geotextile Fabric (Wt: 06) 06 0017 606e15050 887.500 Ft Guardrail, Type Mgs (Wt: 36) 36 0018 606e26150 2.000 Each Anchor Assembly, Mgs Type e (Mash 2016) (Wt: 36) 36 0019 606e26550 1.000 Each Anchor Assembly, Mgs Type t (Wt: 36) 36 0020 690e12060 1,216.000 Special - Pavement Overlay Fabric Composite (Wt: Nr) Nr 0021 601e21050 39.000 Sy Tied Concrete Block Mat With Type 1 Underlayment (Wt: 35) 35 0022 616e10000 40.000 Mgal Water (Wt: Nr) Nr 0023 659e00100 2.000 Each Soil Analysis Test (Wt: Nr) Nr 0024 659e00300 2,025.000 Cy Topsoil (Wt: 46) 46 0025 659e00300 56.000 Cy Topsoil (4" Thick) (Wt: 46) 46 0026 659e10000 18,243.000 Sy Seeding And Mulching (Wt: 46) 46 0027 659e14000 913.000 Sy Repair Seeding And Mulching (Wt: 46) 46 0028 659e15000 913.000 Sy Inter-Seeding (Wt: 46) 46 0029 659e20000 3.000 Ton Commercial Fertilizer (Wt: 46) 0030 659e31000 4.000 Acre Lime (Wt: 46) 46 0031 659e35000 101.000 Mgal Water (Wt: 46) 46 0032 670e00700 500.000 Sy Ditch Erosion Protection (7.5' Wide Average) (Wt: 46) 46 0033 832e15000 1.000 Ls Storm Water Pollution Prevention Plan (Wt: Nr) Nr 0034 832e15002 1.000 Ls Storm Water Pollution Prevention Inspections (Wt: Nr) Nr 0035 832e15010 1.000 Lsstormwaterpollutionpreventioninspectiosoftware(Wt:Nr)Nr 0036 832e30000 50,000.000 Erosion Control (Wt: 08) For Improving a Section In Ashland County, Ohio, In Accordance With Plans And Specifications By Converting An Existing Intersection Into An r-Cut Design And Related Work 0001 201e11000 1.000 Ls Clearing And Grubbing (Wt: 01) 01 0002 202e20010 1.000 Each Headwall Removed (Wt: Nr) Nr 0003 202e23000 4,507.000 Sy Pavement Removed (Wt: Nr) Nr 0004 202e35100 96.000 Ft Pipe Removed, 24" And Under (Wt: Nr) Nr 0005 202e35200 10.000 Ft Pipe Removed, Over 24" (Wt: Nr) Nr 0006 202e38000 912.500 Ft Guardrail Removed (Wt: Nr) Nr 0007 202e42010 1.000 Each Anchor Assembly Removed, Type e (Wt: Nr) Nr 0008 202e42040 2.000 Each Anchor Assembly Removed, Type t (Wt: Nr) Nr 0009 202e58100 3.000 Each Catch Basin Removed (Wt: Nr) Nr 0010 203e10000 6,567.000 Cy Excavation (Wt: 06) 06 0011 203e20000 6,668.000 Cy Embankment (Wt: 06) 06 0012 203e35110 1,815.000 Cy Granular Material, Type b (Wt: 06) 06 0013 204e10000 9,371.000 Sy Subgrade Compaction (Wt: 06) 06 0014 204e13000 1,815.000 Cy Excavation Of Subgrade (Wt: 06) 06 0015 204e45000 8.000 Hour Proof Rolling (Wt: Nr) Nr 0016 204e50000 5,445.000 Sy Geotextile Fabric (Wt: 06) 06 0017 606e15050 887.500 Ft Guardrail, Type Mgs (Wt: 36) 36 0018 606e26150 2.000 Each Anchor Assembly, Mgs Type e (Mash 2016) (Wt: 36) 36 0019 606e26550 1.000 Each Anchor Assembly, Mgs Type t (Wt: 36) 36 0020 690e12060 1,216.000 Special - Pavement Overlay Fabric Composite (Wt: Nr) Nr 0021 601e21050 39.000 Sy Tied Concrete Block Mat With Type 1 Underlayment (Wt: 35) 35 0022 616e10000 40.000 Mgal Water (Wt: Nr) Nr 0023 659e00100 2.000 Each Soil Analysis Test (Wt: Nr) Nr 0024 659e00300 2,025.000 Cy Topsoil (Wt: 46) 46 0025 659e00300 56.000 Cy Topsoil (4" Thick) (Wt: 46) 46 0026 659e10000 18,243.000 Sy Seeding And Mulching (Wt: 46) 46 0027 659e14000 913.000 Sy Repair Seeding And Mulching (Wt: 46) 46 0028 659e15000 913.000 Sy Inter-Seeding (Wt: 46) 46 0029 659e20000 3.000 Ton Commercial Fertilizer (Wt: 46) 0030 659e31000 4.000 Acre Lime (Wt: 46) 46 0031 659e35000 101.000 Mgal Water (Wt: 46) 46 0032 670e00700 500.000 Sy Ditch Erosion Protection (7.5' Wide Average) (Wt: 46) 46 0033 832e15000 1.000 Ls Storm Water Pollution Prevention Plan (Wt: Nr) Nr 0034 832e15002 1.000 Ls Storm Water Pollution Prevention Inspections (Wt: Nr) Nr 0035 832e15010 1.000 Lsstormwaterpollutionpreventioninspectiosoftware(Wt:Nr)Nr 0036 832e30000 50,000.000 Erosion Control (Wt: 08)

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.