Warren County Group 601

Milling and paving of roadway and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 27, Section 601, In Warren County Pittsfield Township from approximately segment 380 offset 0000 to approximately segment 450 offset 2333. 0204-0001 Cubic Yard 16.000 01 n c1, h Class 2 Excavation 0205-0364 Ton 200.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0316-0437 Ton 1,200.000 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 20.000 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 Transverse 4341-0006 Square Yard 38,441.000 01 n Yes e Proj Cold In Place Recycled Bituminous Base Course, 3" Depth With Modifications 0341-0010 Gallon 51,051.000 01 n e Bituminous Material 0405-0001 Dollar 7,000.000 $1.00 $7,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-2495 Ton 2,230.000 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 5,664.000 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 0460-0001 Square Yard 63,711.000 01 n f4 Bituminous Tack Coat 4460-0001 Square Yard 38,441.000 01 n Yes f4 Std Bituminous Tack Coat On Recycled Base Course 0461-0001 Square Yard 8,226.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 18,800.000 01 n Yes f2 Std Longitudinal Joint Sealing For New Pavement Surfaces Custom Modified 4491-0019 Square Yard 8,245.000 01 n Yes f3 Proj Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor Use For Shoulder Backup 4491-0100 Each 105.000 01 n Req f3 Std Mill And Repair Existing Shoulder 4501-0124 Square Yard 61.000 01 n Yes g Proj h.e.s. Plain Cement Concrete Pavement, 6" Depth Includes Excavation And Subbase e 4601-0353 Linear Foot 122.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation And Subbase o 4601-9003 Linear Foot 122.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation And Subbase o 4601-9363 Linear Foot 122.000 01 n Yes h Std 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Exacvation And Subbase 4601-5401 Linear Foot 48.000 01 n Yes h Std Relaid Pipe Culvert Includes Excavation 0601-5901 Linear Foot 383.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4605-2700 Each 7.000 01 n Yes k Proj Inlet Grate Leafless, Field Verify 4605-2701 Each 1.000 01 n Yes k Proj Bicycle Safe Inlet Grate Field Verify 4605-2730 Set 1.000 01 n Yes k Std Type m Concrete Top Unit And Grate Leafless 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height /= 10` Includes Pipe Stubs 4605-4010 Each 1.000 01 n Req c1, h Proj Remove Existing Inlet 4605-4011 Each 2.000 01 n Req c1, h Proj Remove Existing Endwall 0606-0050 Set 6.000 01 n c1, k Grade Adjustment Of Existing Inlets 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 Equipment Package 0616-0009 Each 7.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe 0616-1201 Each 2.000 01 n h Concrete End Sections For 15" Pipe 0619-0459 Each 21.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 7.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 7,687.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 6.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 25.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 2,225.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 3,591.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 125.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 175.000 01 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1635 Linear Foot 125.000 01 n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 75.000 01 n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0620-1645 Linear Foot 38.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0660-0022 Linear Foot 12,148.000 01 n f3 Milled Centerline Rumble Strips Type 2 4677-0002 Ton 64.000 01 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 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 Maintenance And Protection Of Traffic During Construction 0937-0105 Each 21.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 195.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0337 Each 24.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0960-0021 Linear Foot 11.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 37,464.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 99,914.000 01 n o 4" Yellow Waterborne Pavement Markings 0966-0011 Each 235.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 1045-0001 Square Yard 900.000 01 n s3 Polyester Polymer Concrete (Ppc) Overlay 9000-0001 Ton 16.000 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 9000-0002 Ton 8.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To 3 Million Esals, Pave Around Inlets 9000-6174 Dollar 33,000.000 $1.00 $33,000.00 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 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.