I79: Marianna to Laboratory Hill

The description and location of the project is as follows,concrete & bituminous patching, milling, resurfacing, inlet replacement, signing, delineation, and guide rail on a 4 lane roadway. and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 79 Section 18r, In Washington County, Amwell Township from approximately the Marianna/Prosperity Interchange (#23) at segment 0224 offset 2488 NB / segment 0225 offset 2488 SB to approximately 2 miles north of the Amity/Lone Pine Interchange (#30) at segment 0225 offset 0681 NB / segment 0321 offset 06691 SB. 0203-0001 Cubic Yard 131.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 436.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 79.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 1,962.000 01 n c1 Foreign Borrow Excavation 0205-0263 Cubic Yard 180.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0281 Cubic Yard 80.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 230.000 01 n c3, h, m2 Geotextile, Class 1 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0316-0637 Ton 900.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0121 Ton 44.000 01 n c, e Subbase (No. 2a) 0405-0001 Dollar 35,000.000 $1.00 $35,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0298 Square Yard 71,650.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2074 Ton 1,285.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2089 Ton 4,200.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0413-2119 Ton 12,175.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 93,000.000 $1.00 $93,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0419-0000 Predetermined Amt 1.000 $15,000.00 $15,000.00 01 y f Demonstration Placement 0419-0007 Square Yard 229,375.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0460-0003 Square Yard 604,050.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 302,025.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0271 Square Yard 510.000 01 n g Accelerated Reinforced Cement Concrete Pavement, 11" Depth 0504-0001 Linear Foot 152.000 01 n g1, g4 Pavement Relief Joint 0516-1011 Square Yard 1,674.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 11" Depth 0516-1111 Square Yard 1,114.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 11" Depth 0516-1211 Square Yard 1,366.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type c, 11" Depth 0516-2007 Linear Foot 4,332.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 1,294.000 01 n g1, g4 New Pavement Joint 0525-0030 Square Foot 16.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Modified 0601-0313 Linear Foot 24.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-0315 Linear Foot 12.000 01 n h 24" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-5431 Cubic Yard 3.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 340.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 34.000 01 n c1, h1 Cleaning Drainage Structures 0605-2700 Each 19.000 01 n k Inlet Grate 0605-2710 Set 4.000 01 n k Type c Concrete Top Unit And Grate 0605-2730 Set 3.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 3.000 01 n k Type s Concrete Top Unit And Grate 0605-2854 Each 3.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-3011 Each 3.000 01 n k Type 4 Manhole, Storm Water, Height >5' And < /= 10' 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0002 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-0002 Linear Foot 200.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7102 Linear Foot 30.000 01 n h2 6" Pavement Base Drain, Including Shoulder Restoration 0612-0001 Linear Foot 392.000 01 n c1, h Subgrade Drains 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0619-0450 Each 13.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0620-0010 Each 12.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 27.000 01 n j Terminal Section, Single 0620-0402 Each 8.000 01 n j Terminal Section, Bridge Connection 4620-0502 Linear Foot 47,113.000 01 n Req c1, j Std Remove Existing Guide Rail (Department Property) 0620-0872 Each 22.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1025 Linear Foot 35,913.000 01 n j Type 2-w Guide Rail 0620-1050 Linear Foot 1,538.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 800.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 7,500.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 325.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 263.000 01 n j Type 31-Scc Guide Rail 0620-1660 Each 27.000 01 n j Type 31-Strong Post Anchor Terminal 0658-0003 Square Yard 365.000 01 n g Concrete Shoulders,Type 2 0660-0005 Linear Foot 136,598.000 01 n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0686-0041 Lump Sum 1.000 01 n x Construction Surveying, Type c 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 0703-0020 Cubic Yard 5.000 01 n c1, h No. 1 Coarse Aggregate 0802-0001 Cubic Yard 323.000 01 n c1, m Topsoil Furnished And Placed 0804-0006 Pound 7.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0020 Pound 115.000 01 n m3 Seeding And Soil Supplements - Formula l 0806-0113 Square Yard 1,797.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 12.000 01 n c1 Rock, Class r-3 0860-0000 Each 4.000 01 n m2 Inlet Filter Bag For Type m Inlet 0865-0001 Linear Foot 500.000 01 n m2 Silt Barrier Fence, 18" Height 0901-0001 Lump Sum 1.000 04 n q Maintenance And Protection Of Traffic During Construction 0901-0120 Each 4.000 01 n q Speed Display Sign 4901-0202 Each 3.000 01 n Yes q Proj Floodlights , Balloon Type 0901-0203 Each 4.000 01 n q Arrow Panel 0901-0231 Day 10.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 25.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 400.000 01 n q, r Additional Traffic Control Signs 0901-0321 Linear Foot 150,000.000 01 n o 6" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 200,000.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 5.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0930-0004 Square Foot 1,854.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 8,167.000 01 n r Steel s Or w Beam Posts 0931-0003 Square Foot 425.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 295.000 01 n r Post Mounted Signs, Type c 0934-0002 Square Foot 127.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 282.000 01 n r Post Mounted Signs, Type f 0937-0076 Each 23.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0077 Each 60.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way y/b) 0937-0106 Each 633.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 633.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0210 Each 23.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/b) 0937-0211 Each 23.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 6.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0320 Each 35.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0330 Each 140.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 270.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 185.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0960-0021 Linear Foot 1,140.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1001 Linear Foot 186,000.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 22,148.000 01 n o 8" White Waterborne Pavement Markings 0962-1006 Linear Foot 140,000.000 01 n o 6" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 1,300.000 01 n o2, o3 Pavement Marking Removal 0966-0014 Each 30.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 100.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 12.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 908.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 1019-0040 Square Yard 1,424.000 01 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Reinforced Concrete Substructure Surfaces) 1019-0050 Square Yard 2,342.000 01 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1040-0002 Square Foot 6.000 01 n s9 Concrete Bridge Deck Repair, Type 2 1040-0003 Square Foot 28.000 01 n s9 Concrete Bridge Deck Repair, Type 3 1046-0010 Square Yard 5,699.000 01 n k2 Epoxy Overlay 1090-1000 Linear Foot 626.000 01 n t5 Preformed Neoprene Compression Seal Replacement 1090-1017 Linear Foot 86.000 01 n t5 Neoprene Strip Seal Gland Replacement 9000-0001 Each 4.000 01 n r Std Covid 19 Safety Sign 9000-0003 Each 4.000 01 n k Proj Realign Grate Frame & Grate

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.