Pa 173: Kocher Rd - Main Street

Mill and overlay, ADA ramp, sidewalk, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 173, In Mercer County Grove City BOROUGH from approximately segment 0050 offset 3290 to approximately segment 0060 offset 2506. 0203-0001 Cubic Yard 1,636.000 01 n c Class 1 Excavation 4203-0003 Cubic Yard 10.000 01 n Yes c1 Proj Class 1a Excavation With Coarse Aggregate Backfill 0203-0004 Cubic Yard 81.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 4,890.000 01 n g4 Saw Cutting 0205-0281 Cubic Yard 71.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0364 Ton 1.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0001 Linear Foot 4,144.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,764.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 340.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0422 Square Yard 1,504.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0437 Ton 1,372.000 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 377.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,923.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 116.000 01 n c, e Subbase (No. 2a) 0413-0246 Square Yard 7,127.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0258 Ton 33.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 7,127.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6047 Ton 37.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 22,064.000 01 n f4 Asphalt Tack Coat 0466-0001 Square Yard 7,127.000 01 n f4 Asphalt Paving Fabric 0480-0013 Square Yard 257.000 01 n f4 Std Asphalt Surface Treatment, Srl - l 0491-0019 Square Yard 5,705.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 159.000 01 n g Plain Cement Concrete Pavement, 6" Depth e 0601-7014 Linear Foot 288.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0773 Linear Foot 288.000 01 n h 18" Ductile Iron Pipe, 100 Year Design Life e 0604-4014 Linear Foot 747.000 01 n h 18" Perforated Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0604-7014 Linear Foot 747.000 01 n h 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life 0605-2771 Set 18.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2781 Set 2.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 20.000 01 n k Standard Inlet Box, Height < /= 10` 4605-4010 Each 8.000 01 n Req c1, h Std Remove Existing Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7001 Linear Foot 4,144.000 01 n h2 4" Pavement Base Drain 4610-7001 Linear Foot 734.000 01 n Req h2 Proj 4" Pavement Base Drain 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 128.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 100.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0656-0005 Square Yard 20.000 01 n e, f Paved Shoulders, Type 6- Sp 0664-0100 Square Foot 2,763.000 01 n k1, s5 Modular Architectural Block System 0677-0001 Cubic Yard 44.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 0802-0001 Cubic Yard 157.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 59.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 4810-0024 Lump Sum 1.000 01 n Yes m1 Std Tree Trimming To An Unlimited Height Includes Removal 0810-0052 Each 17.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 18.000 01 n m2 Inlet Filter Bag For Type c Inlet 0901-0001 Lump Sum 1.000 01 n q Proj 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 0937-0105 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 7.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0941-0001 Each 20.000 01 n r Reset Post Mounted Signs, Type b 0942-0002 Each 1.000 01 n r Reset Post Mounted Signs, Type c 0945-0001 Each 15.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 4,890.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 24,450.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0002 Each 1.000 01 n k Proj Remove And Replace Portion Of Existing Manhole 9000-0003 Linear Foot 27.000 01 n c1, h Proj Remove Existing Pipe 9000-0005 Lump Sum 1.000 03 n x Proj Sr 173 Design Of Sidewalks, Curb, Ada Curb Ramps, Steps, Handrails And All Appurtenances 9000-0006 Lump Sum 1.000 01 n k Proj Sr 173 Construct Sidewalks, Curb, Ada Curb Ramps, Steps, Handrails And All Appurtenances 9000-0020 Ton 160.000 01 n f Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Wma Material 9000-6000 Each 2.000 01 n q, r Std Covid-19 Safety Plan Sign

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.