SR 4011: PA 58 - PA 358

The project consists of milling the existing roadway 2" target depth, overlaying with Superpave fiber modified mix, flexible base repair, side street tie-ins, as directed curb replacement and minor drainage work and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 4011, Section 01m In Mercer County, Borough Of Greenville from approximately 2.2 miles from SR 4003 at segment 0010 offset 0015 to approximately SR 358 at segment 0030 offset 1334. 0203-0003 Cubic Yard 432.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 442.000 01 n c1 Class 1b Excavation 0311-0426 Square Yard 1,239.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 1,239.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0484 Square Yard 997.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0460-0001 Square Yard 24,845.000 01 n f4 Bituminous Tack Coat 4469-0001 Linear Foot 4,807.000 01 n Yes f2 Std Longitudinal Joint Sealing For New Pavement Surfaces Custom Modified 0491-0019 Square Yard 1,789.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0039 Square Yard 10,135.000 01 n f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 4601-5431 Cubic Yard 7.000 01 n Yes h, k1 Proj Class c Cement Concrete For Miscellaneous Drainage Modified 0601-5901 Linear Foot 8.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7014 Linear Foot 36.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation o 4601-0550 Linear Foot 36.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Includes Excavation e 4604-0400 Linear Foot 150.000 01 n Yes h Std 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill , Includes Excavation o 4604-1463 Linear Foot 150.000 01 n Yes h Std 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage , Includes Excavation o 4604-7313 Linear Foot 150.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill , Includes Excavation 0605-2711 Set 18.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 15.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Modified 4605-3111 Each 12.000 03 n Yes k Proj Type 4 Manhole, Sanitary Sewer, Height >5` And < /= 10` Greenville Sanitary Authority 4605-3112 Each 2.000 03 n Yes k Proj Type 4 Manhole, Sanitary Sewer, Height >10` And < /= 20` Greenville Sanitary Authority 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 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 0630-0010 Linear Foot 1,881.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0676-0001 Square Yard 120.000 01 n k Cement Concrete Sidewalk 4676-0001 Square Yard 724.000 01 n Yes k Proj Cement Concrete Sidewalk For Ada Ramps 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 4695-0004 Square Foot 870.000 01 n Yes k Std Detectable Warning Surface, Polymer Composite Color Specific o 4695-0003 Square Foot 870.000 n Yes k Std Detectable Warning Surface, Polymer Concrete Color Specific 0802-0001 Cubic Yard 22.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 41.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 14.000 01 n r Post Mounted Signs, Type f 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0960-0005 Linear Foot 1,918.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 293.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1005 Linear Foot 33,736.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0011 Ton 525.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, Longitudinal (8" Depth) 9000-0012 Ton 46.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, Transverse (8" Depth) 9000-0013 Ton 55.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Binder Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, Pipe Trench 9000-0014 Square Yard 11,924.000 01 n f Std Wma Fiber Modified Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m (Fmc) 9000-0015 Ton 458.000 01 n f Std Wma Fiber Modified Wearing Course (Scratch) Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l (Fmc) 9000-0016 Ton 36.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25 Mm Mix, Around Inlets 9000-0017 Square Foot 216.000 01 n k Proj Cheek Wall 9000-5002 Each 87.000 01 n x Proj Curb Ramp Analysis With Limited Submissions

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 22 -	Plumbing, Facility Storm Drainage.
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.