Venango Group 511

For the milling and bituminous overlay with Superpave Asphalt Mixture Design. Also for base repair, drainage improvements, guiderail improvements, ADA curb ramps, tree trimming and removal, and pavement markings, and other miscellaneous construction all within a project length of 15.79 miles as indicated on the approved drawings included in the bid package for State Route 0428 And 408, Section 112, In Venango And Crawford County, And State Route 428 Section 511, In Venango County. This project being situated as follows: SR 0408 Crawford County segment 0520 offset 0815 in Hydetown then east 0.75 miles to the intersection with SR 0008. SR 0428 Crawford County segment 0010 offset 0000 County line in Troy Township north 3.37 miles to segment 0080 offset 2798 the intersection with SR 0408. SR 0428 Venango County in Plum Township segment 0240 offset 2875 north 4.66 miles to the Crawford County line. 0203-0004 Cubic Yard 68.000 02 n c1 Class 1b Excavation 0204-0001 Cubic Yard 9.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 500.000 01** n c1, h Cleaning Existing Ditches Excavation 0205-0364 Ton 70.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0316-0437 Ton 1,204.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 312.000 01** n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Transverse 0413-1024 Ton 390.000 02 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-3247 Ton 1,031.000 02 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m e 0413-6047 Ton 14,238.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix o 4413-0010 Ton 14,238.000 01** n Yes f Std Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements Custom Modified 0413-9999 Dollar 55,000.000 $1.00 $55,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 126,311.000 01** n f4 Asphalt Tack Coat 0461-0001 Square Yard 16,178.000 01** n f4 Asphalt Prime Coat 4491-0019 Square Yard 55,876.000 01** n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Shoulder Backup 0501-0124 Square Yard 61.000 01** n g h.e.s. Plain Cement Concrete Pavement, 6" Depth e 0601-0353 Linear Foot 40.000 01 n h 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-7313 Linear Foot 40.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0601-5901 Linear Foot 145.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-2740 Set 1.000 02 n k Type s Concrete Top Unit And Grate 0605-2781 Set 2.000 02 n k Type m Frame And Bicycle Safe Grate 4605-2850 Each 2.000 02 n Yes k Proj Standard Inlet Box, Height < /= 10' Includes Pipe Stubs 4605-4010 Each 2.000 02 n Yes c1, h Std Remove Existing Inlet Custom Modified 0607-0013 Vertical Foot 2.000 02 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 03** n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03** n x Std Equipment Package 0619-0459 Each 8.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 1,540.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 4620-0595 Linear Foot 25.000 02 n Yes j Proj Structure Mounted Guide Rail Reset 0620-0872 Each 8.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 9.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,375.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 300.000 01** n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1645 Linear Foot 63.000 01** n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 1.000 02 n j Type 31-Strong Post End Treatment 0620-1670 Each 2.000 01** n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 205.000 02 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 15.000 02 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0656-0005 Square Yard 262.000 02 n e, f Paved Shoulders, Type 6- Sp 4676-0001 Square Yard 255.000 02 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4677-0002 Ton 119.000 01** n Yes c1, e Std Selected Material Surfacing Replace In Kind 0680-0120 Square Yard 82.000 02 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 170.000 02 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 170.000 02 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 170.000 02 n k Detectable Warning Surface, Polymer Concrete 4810-0024 Lump Sum 1.000 01 n Yes m1 Std Tree Trimming To An Unlimited Height Includes Removal 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0107 Each 24.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0321 Each 8.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0962-1000 Linear Foot 92,560.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 460.000 02 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 52.000 01** n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 226,988.000 01** n o 4" Yellow Waterborne Pavement Markings 9000-0001 Ton 4.000 01 n e Proj Superpave Asphalt Mixture Design, Flexible Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Replacement 9000-0004 Linear Foot 10.000 02 n j Proj Temporarily Remove And Reset Chain Link Fence 9000-0413 Dollar 1,500.000 $1.00 $1,500.00 01 y x Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material 9000-5002 Each 17.000 02 n x Std Curb Ramp Analysis With Limited Submissions 9000-6000 Each 2.000 01 n p Std Covid-19 Safety Plan Sign

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.