Mercer Group 401

For the construction or improvement of a certain section of state highway in mercer county, city of hermitage. commonwealth of pennsylvania, state route 846 section 401. This project being situated as follows: SR 0846 segment 0010/0000 north 12.41 miles to segment 0250/2619 at the intersection with SR 0018 in Greenville For the milling and bituminous overlay with Warm Mix Superpave Asphalt Mixture Designs. Also for guiderail, drainage, and pavement markings all within a project length of 12.41 miles as indicated on the approved drawings. 0204-0010 Linear Foot 730.000 01 n c1, h Cleaning Existing Ditches 0205-0364 Ton 327.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0316-0437 Ton 375.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 100.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Trans 0405-0001 Dollar 26,000.000 $1.00 $26,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-2495 Ton 3,080.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4494 Ton 8,000.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m e 0411-7470 Ton 12,290.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix o 4411-0010 Ton 12,290.000 01 n Req f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap 0460-0001 Square Yard 267,854.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 29,122.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 65,524.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0019 Square Yard 26,673.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 151,147.000 01 n f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0515-0001 Linear Foot 48.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays e 4601-0353 Linear Foot 30.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-0763 Linear Foot 30.000 01 n Yes h Std 18" Ductile Iron Pipe Includes Excavation o 4601-2843 Linear Foot 30.000 01 n Yes h Std 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation e 4601-0355 Linear Foot 145.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-0765 Linear Foot 145.000 01 n Yes h Std 24" Ductile Iron Pipe Includes Excavation o 4601-2845 Linear Foot 145.000 01 n Yes h Std 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation e 4601-0357 Linear Foot 45.000 01 n Yes h Std 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-0766 Linear Foot 45.000 01 n Yes h Std 30" Ductile Iron Pipe Includes Excavation o 4601-2847 Linear Foot 45.000 01 n Yes h Std 30" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation e 4601-0359 Linear Foot 35.000 01 n Yes h Std 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-0767 Linear Foot 35.000 01 n Yes h Std 36" Ductile Iron Pipe Includes Excavation o 4601-2849 Linear Foot 35.000 01 n Yes h Std 36" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation 4601-5401 Linear Foot 32.000 01 n Yes h Std Relaid Pipe Culvert Includes Excavation 0601-5901 Linear Foot 80.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4605-2700 Each 6.000 01 n Yes k Proj Inlet Grate Leafless Field Verify 4605-2701 Each 8.000 01 n Yes k Proj Bicycle Safe Inlet Grate Field Verify 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0616-0011 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe 0616-0013 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe 0619-0459 Each 15.000 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 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 7.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 5,713.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0595 Linear Foot 50.000 01 n j Structure Mounted Guide Rail 0620-0872 Each 4.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0873 Each 2.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 21.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 5,063.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 188.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 225.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 175.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 125.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 14.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 20.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 70.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 90.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4677-0002 Ton 80.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 0680-0120 Square Yard 330.000 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 e 0695-0004 Square Foot 60.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 60.000 01 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 60.000 01 n k Detectable Warning Surface, Polymer Concrete 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0105 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 158.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0960-0021 Linear Foot 24.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 131,248.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 423,462.000 01 n o 4" Yellow Waterborne Pavement Markings 0966-0011 Each 448.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0018 Each 211.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 9000-0001 Ton 98.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Replacement 9000-5001 Each 6.000 01 n x Std Preparation Of Working Drawings For Concrete Curb Ramps 9000-6174 Dollar 76,000.000 $1.00 $76,000.00 01 y x Proj Evaluation Of Overall Lot Pay Factor And Payment Of Incentive

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.