Hamot Rd/Oliver Rd Intersection

This project is the removal of a standard un-signalized intersection and construction of a roundabout with five intersecting roads including milling, paving, multiple phased detours, drainage, environmental mitigation, sidewalks, ADA ramps, lighting, utility relocations, vegetation replacement, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 4008, In Erie County Summit Township from approximately segment 30 offset 1660 to approximately segment 40 offset 0545. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 5,844.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 684.000 01 n c1 Class 1b Excavation 0203-0005 Cubic Yard 1,006.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 3,003.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 2,107.000 01 n c1, h Class 2 Excavation 0205-0001 Cubic Yard 5,965.000 01 n c1 Common Borrow Excavation 0205-0281 Cubic Yard 1,006.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285 Cubic Yard 11.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0289 Cubic Yard 5.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 10 0205-0290 Cubic Yard 16.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0206-0010 Ton 215.000 01 n c1 Select Granular Material (2rc) 0212-0001 Linear Foot 4,331.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,017.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 5,778.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0220-0020 Cubic Yard 6.000 01 n k1 Flowable Backfill, Type c 0313-0426 Square Yard 11,158.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 37.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 11,813.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 419.000 01 n c, e Subbase (No. 2a) 0413-0383 Square Yard 9,142.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1021 Ton 64.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-6070 Square Yard 9,957.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6074 Square Yard 1,134.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64e-22, 10 To < 30 Million Esals, 25.0 Mm Mix, 4" Depth 0460-0001 Square Yard 22,249.000 01 n f4 Asphalt Tack Coat 0491-0012 Square Yard 1,134.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 550.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0024 Square Yard 37.000 01 n g Plain Cement Concrete Pavement, 6" Depth 0501-0204 Square Yard 655.000 01 n g Reinforced Cement Concrete Pavement, 12" Depth e 0601-7313 Linear Foot 432.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill a 0616-1202 Each 11.000 01 n h Concrete End Sections For 18" Pipe o 0601-2823 Linear Foot 432.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0602 Each 11.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 18" Pipe e 0601-7313 Linear Foot 897.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-2823 Linear Foot 897.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-7327 Linear Foot 163.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15' - 2' Fill o 0601-2825 Linear Foot 163.000 01 n h 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-7327 Linear Foot 160.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15' - 2' Fill a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe o 0601-2825 Linear Foot 160.000 01 n h 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0604 Each 1.000 01 n h Aluminum Alloy End Sections, 16 Gage, For 24" Pipe 0605-2401 Set 3.000 01 n k Manhole Frame And Cover 0605-2711 Set 18.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 8.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 2.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 19.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 9.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-3011 Each 3.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 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 0610-7002 Linear Foot 4,331.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 142.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 5.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0627-3020 Linear Foot 1,010.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 440.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 544.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 1,594.000 01 n k Plain Concrete Mountable Curb, Type a 0633-0230 Linear Foot 474.000 01 n k Plain Concrete Mountable Curb, Roundabout Truck Apron Curb 0641-0005 Square Yard 496.000 01 n k Plain Cement Concrete Curb Gutter 0676-0001 Square Yard 1,412.000 01 n k Cement Concrete Sidewalk 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0002 Square Foot 268.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 268.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 268.000 01 n k Detectable Warning Surface, Polymer Composite 0696-0610 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 3.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 1,510.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 100.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 313.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 252.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 86.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0805-0022 Ton 2.000 01 n m3 Mulching - Straw 0805-0035 Square Yard 329.000 01 n m3 Mulching - Tanbark With Weed Barrier Mat 0806-0113 Square Yard 7,331.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0808-4350 Each 42.000 01 n m Fragrant Sumac - (18" Ht. b&b Or Container) 0811-0003 Linear Foot 799.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 6.000 01 n c1 Rock Construction Entrance 0850-0032 Cubic Yard 82.000 01 n c1 Rock, Class r-4 0851-0003 Square Yard 90.000 01 n c1 Rock Apron 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 8.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 2.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 18.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 2,448.000 01 n m2 Compost Filter Sock, 12" Diameter 0875-0001 Each 2.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0044 Each 176.000 01 n q Tubular Markers 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 20,898.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 6,814.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 72.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0450 Each 5.000 01 n q 3-Line Changeable Message Sign With Telecommunications 4901-0702 Each 5.000 01 n Yes p, q Proj Temporary Traffic Signals (Portable Only) Including Reset 0910-0001 Each 4.000 01 n c1, p8 Junction Boxes j.b.-1 0910-0154 Each 11.000 01 n p8 Pole Foundation, Type Fc 0910-1068 Each 3.000 01 n p8 Aluminum Lighting Pole With 12-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-1070 Each 8.000 01 n p8 Aluminum Lighting Pole With 15-Foot Bracket Arm (30-Foot Mounting Height) Type s 0910-4115 Linear Foot 705.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 4,520.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5051 Linear Foot 45.000 01 n c1, p8 1" Direct Burial Conduit 0910-5055 Linear Foot 1,320.000 01 n c1, p8 2" Direct Burial Conduit 0910-5500 Each 10.000 01 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 1,350.000 01 n c1, p8 Trench 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0931-0003 Square Foot 253.500 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 62.000 01 n r Post Mounted Signs, Type f 0937-0300 Each 11.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 0937-0301 Each 61.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 4.000 01 n r Reset Post Mounted Signs, Type f 0963-0001 Square Foot 570.000 01 n o2, o3 Pavement Marking Removal 4964-0001 Linear Foot 10,053.000 01 n Yes o Proj 4" White Epoxy Pavement Markings , Includes Waterborne Primer 4964-0002 Linear Foot 4,901.000 01 n Yes o Proj 4" Yellow Epoxy Pavement Markings , Includes Waterborne Primer 4964-0005 Linear Foot 1,338.000 01 n Yes o Proj 6" White Epoxy Pavement Markings , Includes Waterborne Primer 4964-0006 Linear Foot 4,710.000 01 n Yes o Proj 6" Yellow Epoxy Pavement Markings , Includes Waterborne Primer 4964-0021 Linear Foot 198.000 01 n Yes o Proj 24" White Epoxy Pavement Markings , Includes Waterborne Primer 4964-0022 Linear Foot 206.000 01 n Yes o Proj 24" Yellow Epoxy Pavement Markings , Includes Waterborne Primer 4964-0255 Linear Foot 93.000 01 n Yes o3 Proj White Epoxy Legend, "Yield Line" , 12" x 18" Triangle, (Min 6 Triangles Per Line) , Includes Waterborne Primer 0966-0011 Each 15.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0014 Each 61.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 15.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0971-0001 Each 7.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type f 9000-0001 Linear Foot 148.000 01 n h Proj Temporary 18" Pipe 9000-0002 Square Yard 835.000 01 n m2 Proj Temporary Wetland Crossing Timber Mat 9000-0003 Cubic Yard 20.000 01 n c1 Proj Riverjack Stone 9000-0004 Each 1.000 01 n x Proj Flagpole 9000-0005 Each 2.000 01 n x Proj Remove And Reset Existing Mailbox 9000-0014 Pound 28.000 01 n m3 Proj Facultative Seed Mix 9000-0015 Cubic Yard 1,079.000 01 n m3 Proj Soil Amendment Mixture 9000-0016 Linear Foot 418.000 01 n h2 Proj 4" Pipe Underdrain System 9000-0017 Each 312.000 01 n m Proj Purple Coneflower (1 Qt.) 9000-0018 Each 68.000 01 n m Proj Artic Fire Redtwig Dogwood (3 Gal.) 9000-0019 Each 92.000 01 n m Proj Creeping Juniper (3 Gal.) 9000-0020 Each 56.000 01 n m Proj Shenandoah Switchgrass (3 Gal.) 9000-0021 Each 3.000 01 n m Proj Serviceberry (6' Ht.) 9000-0022 Each 7.000 01 n m Proj Emerald Green Arborvitae (6' Ht.) 9000-0023 Lump Sum 1.000 01 n h Proj Private Sewer Line Relocation 9000-0024 Lump Sum 1.000 04 n h Proj Water Line Relocation 9000-0025 Lump Sum 1.000 05 n h Proj Stsa Sewer Line Relocation 9000-0026 Lump Sum 1.000 05 n h Proj Stsa Sewer Line Relocation (Betterment) 9000-0027 Dollar 14,000.000 $1.00 $14,000.00 01 y q Proj Repair Temporary Impact Attenuating Device 9000-0028 Each 11.000 01 n p7 Proj Led Light Fixture (8,000) Lumens 9000-0029 Each 1.000 01 n p8 Proj Power Pedestal With 120v Duplex Receptacle 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material 9000-5001 Each 22.000 01 n x Std Preparation Of Working Drawings For Concrete Curb Ramps 9000-6000 Each 2.000 01 n x 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.