Richvale Rd to Juniata Co

This project is for the pavement preservation of approximately 4.57 miles of SR 0035 in Huntingdon County. Work includes resurfacing, guiderail, drainage & signing upgrades and other miscellaneous construction as indicated on the approved drawings included in the bid package for state route 0035, section 003, in huntingdon county, tell township at the following location: sr 0035 - segment 0200, offset 0000 to segment 0280 to offset 3643 4203-0004 Cubic Yard 3,033.000 01 n Yes c1 Std Class 1b Excavation Shoulder Backfill 0204-0010 Linear Foot 30.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0364 Ton 37.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 9.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0206-0010 Ton 500.000 01 n c1 Select Granular Material (2rc) 0313-0320 Square Yard 21,934.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 4413-0010 Ton 9,873.000 01** 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 0460-0003 Square Yard 65,752.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 10,727.000 01 n f4 Asphalt Prime Coat e 0601-0313 Linear Foot 1,253.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-0763 Linear Foot 1,253.000 01 n h 18" Ductile Iron Pipe o 0601-7313 Linear Foot 1,253.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0313 Linear Foot 42.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-0763 Linear Foot 42.000 01 n h 18" Ductile Iron Pipe a 0616-0009 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-7313 Linear Foot 42.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe e 0601-0413 Linear Foot 326.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box o 0601-0963 Linear Foot 326.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box o 0601-7710 Linear Foot 326.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box e 0601-0415 Linear Foot 122.000 01 n h 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box a 0616-1254 Each 1.000 01 n h Thermoplastic End Section For 24" Pipe o 0601-7718 Linear Foot 122.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box a 0616-1204 Each 1.000 01 n h Concrete End Sections For 24" Pipe o 0601-0965 Linear Foot 122.000 01 n h 24" Ductile Iron Pipe, Shore/Trench Box a 0616-0011 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe 0605-2640 Each 6.000 01 n k Type d Endwall For 18" Pipe 0605-2652 Each 1.000 01 n k Type d-e Endwall For 18" Pipe 0605-2700 Each 1.000 01 n k Inlet Grate 4605-2730 Set 1.000 01 n Yes k Proj Type m Concrete Top Unit And Grate 8" Depth 4605-2740 Set 16.000 01 n Yes k Proj Type s Concrete Top Unit And Grate 8" Depth 0605-2850 Each 17.000 01 n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Includes Metal Frame 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 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 0610-0001 Linear Foot 1,175.000 01 n h2 4" Pipe Underdrain, Type i Backfill 0615-0021 Linear Foot 60.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 24.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 10,838.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 3.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 6,725.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 3,500.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail 0620-1670 Each 24.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0022 Linear Foot 24,136.000 01 n Yes f3 Std Milled Centerline Rumble Strips Type 2 Modified 0677-0004 Ton 193.000 01 n c1, e Selected Material Surfacing 0686-0040 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 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0931-0001 Square Foot 27.000 01 n r Post Mounted Signs, Type b 0931-0003 Square Foot 112.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 36.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 150.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0113 Each 150.000 01 n Yes j, r Std Guide Rail Mounted Delineator Type d, (w/b) Mid Span Splice 0937-0330 Each 15.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0334 Each 45.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0962-1000 Linear Foot 96,544.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 96,544.000 01 n o 4" Yellow Waterborne Pavement Markings

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.