Edgewood Ave to Byers Rd

This Project Is For The Pavement Preservation Of Approximately 6.53 Miles Of Sr 4009 In Somerset County. Work Includes Milling And Resurfacing, Drainage & Signing Upgrades, Full Depth Reclamation And Other Miscellaneous Construction As Indicated On The Approved Drawings Included In The Bid Package For State Route 4009, Section 001, In Somerset County, Lincoln Township, Somerset Borough At The Following Location: Segment 0010, Offset 0000 To Segment 0140 To Offset 3777 0203-0001 Cubic Yard 145.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 37.000 01 n c1 Class 1b Excavation 4203-0004 Cubic Yard 1,800.000 01 n Yes c1 Std Class 1b Excavation Shoulder Backfill 0204-0001 Cubic Yard 27.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 159.000 01 n c1, h Cleaning Existing Ditches Excavation 0204-0150 Cubic Yard 247.000 01 n c1, h, s Class 4 Excavation 0205-0364 Ton 530.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 8.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0381 Ton 100.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0206-0010 Ton 1,019.000 01 n c1 Select Granular Material (2rc) 0220-0010 Cubic Yard 4.000 01 n k1 Flowable Backfill, Type b 0313-0322 Square Yard 4,462.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0344-0003 Ton 1,109.000 01 n c1, f3 Portland Cement Additive 0344-0110 Square Yard 30,343.000 01 n c1, f3 Full Depth Reclamation, Pulverization Stabilization 10" Depth 4413-0010 Ton 9,148.000 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 0413-0255 Ton 1,894.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-2074 Ton 905.000 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 0413-9999 Dollar 28,680.000 $1.00 $28,680.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 124,046.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 17,380.000 01 n f4 Asphalt Prime Coat 0466-0001 Square Yard 7,106.000 01 n f4 Asphalt Paving Fabric 0491-0010 Square Yard 89.000 01 n f3 Milling Of Asphalt Pavement Surface, 1/2" Depth, Milled Material Retained By Contractor 0491-0015 Square Yard 14,959.000 01 n f3 Milling Of Asphalt Pavement Surface, 3" Depth, Milled Material Retained By Contractor e 0601-0313 Linear Foot 294.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-0763 Linear Foot 294.000 01 n h 18" Ductile Iron Pipe o 0601-7313 Linear Foot 294.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill e 0601-0317 Linear Foot 94.000 01 n h 30" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-0766 Linear Foot 94.000 01 n h 30" Ductile Iron Pipe o 0601-7341 Linear Foot 94.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15' - 2' Fill 0601-0321 Linear Foot 30.000 01 n h 48" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0605-1300 Each 1.000 01 n c1, h1 Cleaning Drainage Structures 0605-2600 Each 3.000 01 n k Type d Endwall 0605-2620 Each 1.000 01 n k Type d-w Endwall 0605-2630 Each 1.000 01 n k Type e-s Endwall 0605-2642 Each 1.000 01 n k Type d Endwall For 24" Pipe 0605-2664 Each 1.000 01 n k Type e-s Endwall For 18" Pipe 0605-2666 Each 1.000 01 n k Type e-s Endwall For 24" Pipe 0605-2700 Each 10.000 01 n k Inlet Grate 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 5.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 7.000 01 n k Standard Inlet Box, Height < /= 10' 4605-2850 Each 10.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10' Includes Metal Frame 0605-2882 Each 1.000 01 n k Type d-h Inlet Box, Height < /= 10' 0606-0150 Set 3.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0008 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 0610-0001 Linear Foot 1,170.000 01 n h2 4" Pipe Underdrain, Type i Backfill 0619-0450 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0620-0503 Linear Foot 75.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0677-0004 Ton 168.000 01 n c1, e Selected Material Surfacing 0680-0120 Square Yard 98.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 4686-0040 Lump Sum 1.000 01 n Yes x Std Construction Surveying, Type c Modified 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 0802-0001 Cubic Yard 45.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 23.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0460 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 0931-0001 Square Foot 329.000 01 n r Post Mounted Signs, Type b 0931-0003 Square Foot 398.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 6.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 100.000 01 n r Post Mounted Signs, Type f 0937-0330 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0334 Each 33.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0337 Each 42.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0956-0101 Linear Foot 142.000 01 n p8 Loop Sensor 0962-1005 Linear Foot 137,836.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 245.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 25.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 9000-0005 Each 5.000 01 n x Std Utility Test Hole 9000-0024 Dollar 10,000.000 $1.00 $10,000.00 01 y e, g Std Repair Of Detour Route 9000-2730 Each 13.000 01 n k Proj Rebuilt Inlet Box With Cast In Place Top Unit Or Type m Top Unit, 8" Depth 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.