SR 1006 Trib Bald Eagle Box

The description and location of the project is as follows: This work is the furnishing and placement of an 15.0' x 6.0' precast reinforced concrete box culvert and inlet and outlet sections over Unnamed trib. to Bald Eagle Creek at a Department prepared site, construction of approach and roadway consisting of Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, installation of temporary roadway, furnishing and placement of guide rail, and miscellaneous construction all within a length of approximately 850 linear feet (0.161 miles) as indicated on the approved drawings included in the bid package for State Route 1002 Section a15, In Centre County, Boggs Township. On SR 1006 (Water Street), from Segment 0030 Offset 0744 to Segment 0030 Offset 1694 Station 1983+50 to Station 1993+00 which is located north-west of Milesburg. 0203-0001 Cubic Yard 2,234.000 01** n c Class 1 Excavation 0203-0006 Linear Foot 844.000 01** n g4 Saw Cutting 0204-0001 Cubic Yard 87.000 04 n c1, h Class 2 Excavation 0205-0001 Cubic Yard 1,097.000 04 n c1 Common Borrow Excavation 0205-0263 Cubic Yard 55.000 04 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0266 Cubic Yard 41.000 04 n c1 Selected Borrow Excavation Rock, Class r-6 0212-0014 Square Yard 906.000 01 n c3, h, m2 Geotextile, Class 4, Type a 4212-0014 Square Yard 2,292.000 04 n Yes c3, h, m2 Proj Geotextile, Class 4, Type a With Removal 0313-0037 Ton 752.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 605.000 01** n c, e Subbase (No. 2a) 0413-0049 Ton 428.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6007 Ton 330.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 5,481.000 01** n f4 Asphalt Tack Coat 0491-0019 Square Yard 2,346.000 04 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-7362 Linear Foot 90.000 04 n h 42" Reinforced Concrete Pipe, Type b, 10` - 3` Fill o 0601-0360 Linear Foot 90.000 04 n h 42" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-0768 Linear Foot 90.000 04 n h 42" Ductile Iron Pipe 0608-0001 Lump Sum 1.000 03 n x Mobilization 0619-0459 Each 5.000 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 0620-0502 Linear Foot 875.000 04 n c1, j Remove Existing Guide Rail (Department Property) 0620-0595 Linear Foot 44.000 02 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 750.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 63.000 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 Wood Offset Brackets 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 0804-0003 Pound 130.000 04 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 15.000 04 n m3 Seeding - Formula e, Including Mulch 0901-0001 Lump Sum 1.000 04 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 100.000 04 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 15,246.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,440.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 0937-0104 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 23.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 11,806.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 5,181.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 11,806.000 01** n o2, o3 4" Pavement Marking Removal 1002-0053 Pound 2,240.000 02 n s7 Reinforcement Bars, Epoxy Coated 9000-0001 Each 2.000 01 n r Std Covid 19 Safety Plan Sign 9000-0215 Linear Foot 60.000 02 n s4 Proj 15`-0"x 6`-0" Precast Reinforced Concrete Box Culvert Sections 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, Culverts, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.