SR 4018, Park Road Slide

Slides Correction, Asphalt Paving, Drainage, Guiderail, Signing And Pavement Marking, And Other Miscellaneous Construction, All Within A Length Of 3250 Linear Feet (0.615 Miles) And 295 Linear Feet (0.06 Miles) As Indicated On The Approved Drawings For State Route 4018, Section B02, And State Route 0588, Section B22, In Beaver County, Brighton Township And North Sewickley Township, Commonwealth Of Pennsylvania. The Project Being Located As Follows: From Approximately 0.07 Miles North Of Dutch Ridge Road (Sr 4020) At Segment 0020 Offset 0106 To Approximately 0.11 Miles South Of Bradys Run Road (Sr 4012) At Segment 0010 Offset 0592. From Approximately 0.8 Miles North Of Sr 0018 At Segment 0100 Offset 0303 To Approximately 0.7 Miles South Of The Intersection Of Bennetts Run Road And River Road At Segment 0100 Offset 0798. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0201-0002lump Sum1.000 02na Clearing And Grubbing 0203-0001cubic Yard6,558.000 01**Nc Class 1 Excavation 0203-0004cubic Yard247.000 01nc1 Class 1b Excavation 0203-0006linear Foot2,063.000 01**Ng4 Saw Cutting 0204-0001cubic Yard29.000 01nc1, H Class 2 Excavation 0205-0366ton8,755.000 01**Nc1 Selected Borrow Excavation Rock, Class R-6 0205-0381ton4,442.000 01**Nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001hour30.000 01**Nc Special Rolling 0208-0002cubic Yard95.000 01**Nc1 Excavation/Backfill/Compaction 0212-0014square Yard2,904.000 01**Nc3, H, M2 Geotextile, Class 4, Type A 0212-0016square Yard2,280.000 01**Nc3, H, M2 Geotextile, Class 4, Type C 0223-0004square Foot1,386.000 01nm2 Geosynthetic Reinforced Soil Slope, Type D 0313-0324square Yard1,138.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0437ton553.000 02ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121ton766.000 01**Nc, E Subbase (No. 2a) 0413-0194square Yard8,074.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-M 0413-0245square Yard882.000 02nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-H 0413-6035square Yard1,202.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6037ton524.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0413-6045square Yard882.000 02nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003square Yard14,128.000 01**Nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002gallon72.000 01**Nf4 Asphalt Prime Coat 0491-0012square Yard6,872.000 01nf3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0516-2007linear Foot201.000 01ng1, G4 Patching Joint 0601-5901linear Foot500.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" E0601-7014linear Foot192.000 01nh 18" Reinforced Concrete Pipe, Type A, 15` - 2` Fill, 100 Year Design Life A0616-1202each4.000 01nh Concrete End Sections For 18" Pipe O0601-0550linear Foot192.000 01nh 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life A0616-1252each4.000 01nh Thermoplastic End Section For 18" Pipe E0604-7313linear Foot2,136.000 01nh 18" Reinforced Concrete Pipe, Type B, (Open Joint), 15` - 1.5` Fill O0604-9003linear Foot2,136.000 01nh 18" Perforated Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage O0604-9363linear Foot2,136.000 01nh 18" Perforated Corrugated Aluminized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage 0605-1300each3.000 01nc1, H1 Cleaning Drainage Structures 0605-2741set8.000 01nk Type S Concrete Top Unit And Bicycle Safe Grate 0605-2850each8.000 01nk Standard Inlet Box, Height < /= 10` 0608-0001lump Sum1.000 01nx Mobilization 0609-0003lump Sum1.000 94nx Inspector`S Field Office And Inspection Facilities, Type B 0609-0009lump Sum1.000 94nxstd Equipment Package 0610-0002linear Foot293.000 02nh2 6" Pipe Underdrain Type I Backfill 0615-0066each6.000 01nc1, H2, R 66" Red Subsurface Drain Outlet Marker 0619-0459each1.000 01nj1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each2.000 01nj Terminal Section, Single 0620-0503linear Foot2,555.000 01**Nc1, J Remove Existing Guide Rail (Contractor`S Property) 0620-1600linear Foot2,350.000 01**Nj Type 31-S Guide Rail 0620-1625linear Foot250.000 01**Nj Type 31-Sc Guide Rail 0620-1635linear Foot300.000 01**Nj Type 31-Scc Guide Rail 0686-0030lump Sum1.000 01nx Construction Surveying, Type B, Modified 0689-0005lump Sum1.000 01nx Cpm Schedule, With Updates 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 4802-0001cubic Yard140.000 01**Nyesc1, Mstd Topsoil Furnished And Placed Modified 0804-0006pound105.000 01**Nm3 Seeding And Soil Supplements - Formula L, Including Mulch 0845-0001dollar10,000.000$1.00$10,000.0001**Ym2 Unforeseen Water Pollution Control 0849-0010each4.000 01**Nc1 Rock Construction Entrance 0860-0000each5.000 01nm2 Inlet Filter Bag For Type M Inlet 0867-0018linear Foot500.000 02nm2 Compost Filter Sock, 18" Diameter 0867-0032linear Foot750.000 01nc1, H, M2 Compost Filter Sock, 32" Diameter 0901-0001lump Sum1.000 01nq Maintenance And Protection Of Traffic During Construction 0901-0231day60.000 01**Nq Additional Warning Lights, Type B 0901-0232day30.000 02nq Additional Warning Lights, Type C 0901-0240square Foot300.000 01**Nq, R Additional Traffic Control Signs 0901-0462each2.000 02nq Full-Matrix Changeable Message Sign With Telecommunications And Radar 4962-1001linear Foot11,800.000 01**Nyesostd 6" White Waterborne Pavement Markings Modified 4962-1005linear Foot11,800.000 01**Nyesostd 4" Yellow Waterborne Pavement Markings Modified 9000-0006dollar25,000.000$1.00$25,000.0001yfproj Maintenance Of Project Detour Route 9000-0500lump Sum1.000 01nc1, H, M2proj Temporary Stream Diversion 9000-5100lump Sum1.000 01nxstd Electronic Ticketing System 9000-6056each1.000 02nkstd Core Hole In Inlet Box, 6-12" Diameter

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.