PA 258: E. South - Blossom

This project contains milling and paving of roadway, reconstruction of shoulders, base repair, partial widening of intersection at Butler & Pitt, drainage improvements, ADA Curb Ramps, signing, pavement markings, and other miscellaneous construction as indicated on the approved drawings included in the bid package for State Route 258, Mercer County Mercer Borough from approximately segment 280 offset 0805 to approximately segment 300 offset 0111. 0203-0001 Cubic Yard 72.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 782.000 01 n c1 Class 1a Excavation 4203-0003 Cubic Yard 139.000 01 n Yes c1 Proj Class 1a Excavation As Directed Base Repair 0204-0001 Cubic Yard 420.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 2,680.000 01 n c1, h, s Class 4 Excavation 0205-0285 Cubic Yard 289.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0001 Linear Foot 4,004.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 91.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0322 Square Yard 221.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0330 Square Yard 2,378.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0316-0337 Ton 375.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 2,669.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0383 Square Yard 15,496.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0411-0385 Square Yard 230.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-2395 Ton 444.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0001 Square Yard 34,531.000 01 n f4 Bituminous Tack Coat 4469-0001 Linear Foot 9,147.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0013 Square Yard 2,315.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0033 Square Yard 13,068.000 01 n f3 Std Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0501-0124 Square Yard 63.000 01 n g h.e.s. Plain Cement Concrete Pavement, 6" Depth 0601-0352 Linear Foot 117.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill 0601-0353 Linear Foot 25.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-0353 Linear Foot 785.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7313 Linear Foot 785.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9003 Linear Foot 785.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-0355 Linear Foot 712.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7325 Linear Foot 712.000 01 n h 24" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill o 0601-9005 Linear Foot 712.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-0359 Linear Foot 5.000 01 n h 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill 0601-0361 Linear Foot 5.000 01 n h 48" Thermoplastic Pipe, Group Iii, 8`-2` Fill 0601-5901 Linear Foot 148.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7313 Linear Foot 116.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0353 Linear Foot 116.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-7325 Linear Foot 31.000 01 n h 24" Reinforced Concrete Pipe, Type b, 2` - 1.5` Fill o 0601-0355 Linear Foot 31.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0604-0353 Linear Foot 878.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill o 0604-7313 Linear Foot 878.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill o 0604-9003 Linear Foot 878.000 01 n h 18" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0604-0355 Linear Foot 694.000 01 n h 24" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill o 0604-7325 Linear Foot 694.000 01 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 2` - 1.5` Fill o 0604-9005 Linear Foot 694.000 01 n h 24" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0604-0406 Linear Foot 246.000 01 n h 36" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill o 0604-7351 Linear Foot 246.000 01 n h 36" Reinforced Concrete Pipe, Type b, (Open Joint), 2` - 1.5` Fill o 0604-9009 Linear Foot 246.000 01 n h 36" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-1300 Each 4.000 01 n c1, h1 Cleaning Drainage Structures 0605-2401 Set 2.000 01 n k Manhole Frame And Cover 0605-2711 Set 2.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 29.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 16.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 15.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-3010 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0606-0160 Set 3.000 01 n c1, k Grade Adjustment Of Existing Water Valves 0606-0161 Set 1.000 01 n c1, k Grade Adjustment Of Existing Gas Valves 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 2,186.000 01 n h2 6" Pavement Base Drain 0618-0022 Each 5.000 01 n h Concrete Collar For 18" Pipe Extension 0618-0028 Each 1.000 01 n h Concrete Collar For 36" Pipe Extension 0618-0030 Each 1.000 01 n h Concrete Collar For 48" Pipe Extension 0630-0001 Linear Foot 711.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 229.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0676-0001 Square Yard 306.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 167.000 01 n Req k Std Cement Concrete Sidewalk 0677-0001 Cubic Yard 2.000 01 n c1, e Selected Material Surfacing 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 4695-0004 Square Foot 234.000 01 n Yes k Std Detectable Warning Surface, Polymer Composite Modified o 4695-0003 Square Foot 234.000 01 n Yes k Std Detectable Warning Surface, Polymer Concrete Modified 0802-0001 Cubic Yard 259.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 106.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 29.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0103 Square Yard 149.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0810-0052 Each 4.000 01 n a, m1 Selective Tree Removal 0860-0000 Each 29.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 2.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 350.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 10.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0937-0323 Each 26.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0941-0001 Each 8.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 4,445.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 16,216.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0001 Linear Foot 88.000 01 n o2 4" White Preformed Thermoplastic Pavement Markings 0965-0005 Linear Foot 1,222.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 52.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 9000-0002 Each 18.000 01 n x Proj Relocate Mailbox 9000-5001 Each 25.000 01 n x Std Preparation Of Working Drawings For Concrete Curb Ramps 9000-6174 Dollar 12,500.000 $1.00 $12,500.00 01 y x Std 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 10 -	Specialties, Signage.
Division 32 -	Exterior Improvements, 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.