SR 3016 Mckinley Rn Box

The Description And Location Of The Project Is As Follows: This Work Is The Furnishing And Placement Of a 12.0' x 7'- 6" Precast Reinforced Concrete Box Culvert And Inlet And Outlet Sections Over Mckinley Run At a Department Prepared Site, Construction Of Approach And Roadway Consisting Of Superpave Asphalt Mixture Designs For The Base And Wearing Courses And Furnishing And Placement Of Guide Rail, And Miscellaneous Construction All Within a Length Of Approximately 236 Linear Feet (0.045 Miles) As Indicated On The Approved Drawings Included In The Bid Package For State Route 3016 Section a01, In Juniata County, Tuscarora Township. On Sr 3016 From Segment 0040/Offset 1998 To Segment 0040/Offset 2304. 0203-0001 Cubic Yard 36.000 01 n c Class 1 Excavation 0205-0200 Cubic Yard 20.000 01 n c1 Selected Borrow Excavation 0313-0323 Square Yard 228.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0337 Ton 10.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 228.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0200 Square Yard 805.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-l 0460-0001 Square Yard 805.000 01 n f4 Asphalt Tack Coat 0491-0033 Square Yard 539.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0608-0001 Lump Sum 1.000 03 n x Mobilization 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0595 Linear Foot 28.000 02 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 88.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 75.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 50.000 01 n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wooden Offset Brackets 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 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 0901-0001 Lump Sum 1.000 04 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 04 n q, r Additional Traffic Control Signs 0937-0104 Each 1.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 3.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0333 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0964-0002 Linear Foot 200.000 01 n o 4" Yellow Epoxy Pavement Markings 9000-0004 Lump Sum 1.000 01 n x Proj Well Water Testing 9000-0215 Linear Foot 28.000 02 n s4 Proj 12`-0" x 7`-6" Precast Reinforced Concrete Box Culvert Segments 9000-0216 Each 1.000 02 n s4 Proj Precast Reinforced Concrete Box Culvert Outlet Section 9000-0217 Each 1.000 02 n s4 Proj Precast Reinforced Concrete Box Culvert Inlet Section

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.