SR 150 Hollenback Run Bridge

The description and location of the project is as follows: For the improvement of certain sections of State Highway In Clinton County, Beech Creek Township, Commonwealth Of Pennsylvania, State Route 0150 Section a04 And Section a05. The project is situated as follows: On State Route 0150 from Segment 0050 Offset 2026 to Segment 0060 Offset 0503 for the SR 0150 Section A04 portion. On State Route 0150 from Segment 0040 Offset 1881 to Segment 0050 Offset 0415 for the SR 0150 Section A05 portion. The total construction length is approximately 1530 feet (.29 miles) For the removal of the existing structures and construction of their replacements, Precast Reinforced Concrete Box Culverts. Construction includes Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, drainage items, guide rail, pavement markings, and miscellaneous construction as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 11 n a Clearing And Grubbing 0203-0001 Cubic Yard 6,977.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 190.000 01** n c1 Class 1b Excavation 0204-0001 Cubic Yard 113.000 05** n c1, h Class 2 Excavation 0204-0150 Cubic Yard 61.000 01** n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 3,529.000 01** n c1 Foreign Borrow Excavation 0205-0363 Ton 891.000 05** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 758.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 337.000 01** n c1 Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 713.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 5,217.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 3,918.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01** y z Temporary Project Air Pollution Control 0311-0324 Square Yard 1,447.000 05 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0311-0337 Ton 125.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0326 Square Yard 47.000 15 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0316-0337 Ton 134.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 4,496.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 880.000 01** n c, e Subbase (No. 2a) 0411-0382 Square Yard 4,390.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-1392 Ton 100.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6350 Square Yard 1,893.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-7370 Ton 146.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 10,026.000 01** n f4 Bituminous Tack Coat 0461-0001 Square Yard 1,423.000 01** n f4 Bituminous Prime Coat 0491-0019 Square Yard 2,590.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-0500 Linear Foot 44.000 11 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box o 0601-4393 Linear Foot 44.000 11 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box o 0601-7710 Linear Foot 44.000 11 n h 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box e 0601-8318 Linear Foot 42.000 01 n h 18" Reinforced Concrete Pipe, Type b, 50` - 1.5` Fill o 0601-0400 Linear Foot 42.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill o 0601-9393 Linear Foot 42.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2731 Set 2.000 01** n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 2.000 01** n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 04** 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 0610-7002 Linear Foot 713.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 99.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 6.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 6.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 4.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 3.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) (Includes Removal) 0620-0400 Each 6.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 2,067.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,257.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 825.000 05** n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 100.000 01** n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 100.000 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 366.000 15 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 193.000 15 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0643-0001 Linear Foot 40.000 15 n j1 Temporary Concrete Barrier, Structure Mounted 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 11 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01** n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03** y x Internal Facilitation 0696-0610 Each 2.000 15 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 15 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 223.000 01** n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 269.000 01** n c1, h No. 57 Coarse Aggregate 4802-0001 Cubic Yard 468.000 01** n Yes c1, m Std Topsoil Furnished And Placed Visual Acceptance 0804-0001 Pound 186.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 26.000 01** n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 152.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 3.000 01** n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0806-0113 Square Yard 1,091.000 01** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 98.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 2.000 11 n c1 Rock, Class r-3 0855-0003 Each 3.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 3.000 01** n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 2.000 01** n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 1,750.000 01** n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 1,173.000 01** n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 05 n q Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 15 n q Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 05** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 6,878.000 05** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,678.000 05** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 599.000 15 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 22.000 15 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0364 Each 120.000 05** n o1, q Temporary Nonplowable Raised Pavement Marker, (One Way w/b) 0901-0451 Each 4.000 05** n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 15 n p Temporary Traffic Signals (Either Permanent Or Portable) 0937-0104 Each 11.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 44.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 20.000 05 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0219 Each 11.000 15 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/w) 0937-0339 Each 11.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 1.000 11 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 11 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 3,912.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 5,720.000 01** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,452.000 15 n o2, o3 Pavement Marking Removal 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 11 n t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38411 a 1002-0053 Pound 2,064.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0002 Lump Sum 1.000 12 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38412 a 1002-0053 Pound 2,528.000 12 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 31.000 12 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8520-0002 Lump Sum 1.000 12 n s4 Std Cast-In-Place Reinforced Conrete Box Culvert 9000-0001 Lump Sum 1.000 01 n m2 Std Temporary Sandbag Diversion Dike 9000-0002 Lump Sum 1.000 02 n m2 Std Temporary Sandbag Diversion Dike 9000-0003 Linear Foot 421.000 01 n h Proj 36" Diameter Temporary Pipe 9000-0004 Linear Foot 309.000 11 n h Proj 42" Diameter Temporary Pipe 9000-0005 Linear Foot 122.000 05 n h Proj 48" Diameter Temporary Pipe 9000-0006 Lump Sum 1.000 02 n c1, s4 Std Stockpiling And Placement Of Streambed Material At Culvert 9000-0007 Lump Sum 1.000 12 n c1, s4 Std Stockpiling And Placement Of Streambed Material At Culvert 9000-0008 Each 6.000 01** n r Std Relocate Mailbox 9000-0009 Square Yard 1,697.000 01** n e Proj Superpave Ashpalt Mixture Deisgn, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix (14" Depth) 9000-0010 Lump Sum 1.000 15 n s5 Proj Temporary Slab Support 9000-0011 Square Yard 1,447.000 05 n f Proj Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2" Depth 9000-0012 Each 3.000 11 n Zz Std Pre And Post Construction Survey 9000-0013 Each 1.000 11 n Zz Proj Well Testing 9000-0014 Day 1.000 15 n q Proj Manual Operation Of Temporary Traffic Signal 9203-0101 Lump Sum 1.000 12 n c1, s5 Std Temporary Excavation Support And Protection System

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.