PA 120 Grove Run Br

The description and location of the project is as follows: For the improvement of certain sections of State Highway In Cameron County, Gibson Township, Commonwealth Of Pennsylvania, State Route 0120 Section a07. The project is situated as follows: On State Route 0120 from Segment 0670 Offset 3128 to Segment 0670 Offset 3748. The total construction length is approximately 520 feet (0.10 miles). For the removal of the existing structure and construction of it's replacement, a Precast Reinforced Concrete Box Culvert. Construction includes Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, guide rail, pavement markings, and miscellaneous construction as indicated on the approved drawings included in the bid package. Work also includes structural repairs to miscellaneous structures in Cameron, Clearfield, Elk, McKean, and Potter Counties. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,294.000 01** n c Class 1 Excavation 0203-0006 Linear Foot 538.000 01** n g4 Saw Cutting 0204-0001 Cubic Yard 4.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 2.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 416.000 04 n c1 Foreign Borrow Excavation 0205-0363 Ton 293.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 104.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0365 Ton 100.000 04 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0381 Ton 144.000 04 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 314.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 463.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0313-0337 Ton 306.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 538.000 01** n c, e Subbase (No. 2a) 0413-0205 Ton 89.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6037 Ton 76.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 1,672.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 123.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 384.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0004 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-7001 Linear Foot 314.000 01 n h2 4" Pavement Base Drain 0610-7400 Cubic Yard 2.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021 Linear Foot 40.000 01 n h2 4" Subsurface Drain Outlets 0619-0459 Each 3.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 5.000 01** n j Terminal Section, Single 0620-0402 Each 4.000 04 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 695.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 513.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 138.000 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 0620-1670 Each 4.000 01** n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 72.000 04 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 4677-0002 Ton 17.000 01 n Yes c1, e Proj Selected Material Surfacing Drive Adjustment 4677-0004 Ton 57.000 01 n Yes c1, e Std Selected Material Surfacing Subbase No. 2a 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 4802-0001 Cubic Yard 112.000 01 n Yes c1, m Std Topsoil Furnished And Placed Visual Inspection 0804-0001 Pound 44.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 1.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0806-0113 Square Yard 815.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 6.000 01 n a, m1 Selective Tree Removal 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 1,013.000 01 n m2 Compost Filter Sock, 12" Diameter 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 640.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 624.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 20.000 04 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0937-0106 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0111 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type Cs, (w/w) 0937-0339 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1000 Linear Foot 800.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 800.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 40.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 640.000 01 n o2, o3 4" Pavement Marking Removal 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-39568 a 1001-1000 Cubic Yard 10.000 02 n s9 Class Aaap Cement Concrete a 1002-0053 Pound 1,415.000 02 n s7 Reinforcement Bars, Epoxy Coated a 9000-0010 Lump Sum 1.000 02 n c1 Std Stockpiling And Placing Streambed Material At Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Each 1.000 01 n j2 Proj Remove & Reinstall Posts & Cable For Driveway Access 9000-0002 Linear Foot 100.000 01 n h Proj 36" Temporary Stream Diversion Pipe 9000-0003 Linear Foot 360.000 01 n h Proj 72" Temporary Stream Diversion Pipe 9000-0004 Linear Foot 40.000 01 n m2 Std Temporary Diversion Dike System 9000-0005 Dollar 135,000.000 $1.00 $135,000.00 06 y s2 Proj Additional Structure Repairs 9000-0006 Each 1.000 01 n r Std Covid-19 Safety Plan Sign

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.