SR 2012: Porter ST -Barton

Milling, asphalt overlay, base repair, minor drainage, guiderail, ADA curb/sidewalk, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 2007, in Crawford COUNTY. The project is located on SR 2012 from segment 0010 offset 0000 in City of Meadville to segment 0040 offset 2376 in West Mead Township, and SR 2007 from segment 0150 offset 0000 to segment 0190 offset 0000 in West Mead Township. 0203-0004 Cubic Yard 23.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 75.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 10.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 263.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0390 Ton 20.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0316-0437 Ton 130.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix e 0413-7007 Ton 3,030.000 02 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix o 4413-0010 Ton 3,030.000 02 n Req f Std Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements 0413-9999 Dollar 22,000.000 $1.00 $22,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 85,701.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 3,863.000 01** n f4 Asphalt Prime Coat 4491-0019 Square Yard 32,047.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Shoulder Backup 4501-0124 Square Yard 31.000 02 n Yes g Proj h.e.s. Plain Cement Concrete Pavement, 6" Depth Includes Excavation And Subbase 0601-5431 Cubic Yard 16.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 216.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0604-0353 Linear Foot 879.000 01 n h 18" Perforated Thermoplastic Pipe, Group Iiip, 8'-2' Fill o 0604-7313 Linear Foot 879.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill o 0604-9363 Linear Foot 879.000 01 n h 18" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2711 Set 1.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 4605-2761 Set 4.000 01 n Yes k Proj Type d-h Level Concrete Top Unit And Bicycle Safe Grates Variable Curb Height 0605-2771 Set 16.000 01 n k Type c Frame And Bicycle Safe Grate 4605-2850 Each 15.000 01 n Req k Proj Standard Inlet Box, Height < /= 10' 4605-2854 Each 1.000 01 n Yes k Proj Type 4 Inlet Box, Height < /= 10' Modified 4605-2882 Each 4.000 01 n Req k Proj Type d-h Inlet Box, Height < /= 10' 4605-4010 Each 19.000 01 n Req c1, h Std Remove Existing Inlet 0606-0150 Set 14.000 01** n c1, k Grade Adjustment Of Existing Manholes 0606-0160 Set 18.000 01 n c1, k Grade Adjustment Of Existing Water Valves 0606-0162 Set 1.000 01 n c1, k Grade Adjustment Of Existing Utility Boxes 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 03 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0619-0459 Each 4.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 550.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 4620-0595 Linear Foot 60.000 01 n Yes j Proj Structure Mounted Guide Rail Reset 0620-0900 Each 3.000 02 n c1, j Remove Concrete Anchorage 0620-1602 Linear Foot 100.000 02 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 25.000 01 n j Curved w-Beam Guide Rail At Intersections 0630-0010 Linear Foot 1,199.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4641-0005 Square Yard 7.000 01 n Yes k Proj Plain Cement Concrete Curb Gutter Including Removal Of Existing Curb Gutter 0676-0001 Square Yard 3.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 110.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4677-0002 Ton 62.000 02 n Yes c1, e Std Selected Material Surfacing Replace In Kind 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 4695-0004 Square Foot 110.000 01 n Yes k Std Detectable Warning Surface, Polymer Composite Color Specific 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0937-0107 Each 7.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0334 Each 4.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0960-0005 Linear Foot 406.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0962-1004 Linear Foot 15.000 02 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 78,168.000 01** n o 4" Yellow Waterborne Pavement Markings 9000-0001 Ton 2,719.000 01 n f Std Fiber Modified Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m (Fmc) 9000-0002 Ton 1,000.000 01 n f Std Fiber Modified Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5mm Mix, Srl-l 9000-0003 Ton 33.000 01 n f Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Eslas, 25.0 Mm Mix, Ada Ramps e 9000-0004 Ton 64.000 02 n f, f1 Proj Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, Drive Adjustment o 9000-0005 Ton 64.000 02 n f, f1 Proj Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements, Drive Adjustment 9000-0007 Ton 214.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Drainage 9000-0008 Ton 9.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Brick Side Roads 9000-5001 Each 11.000 01 n x Std Preparation Of Working Drawings For Cement Concrete Curb Ramps 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System

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.