PA 601 Shade Creek

This Project Is For The Replacement Of The Existing Superstructure That Carries Sr 0601 (Seanor Road) Over Shade Creek In Somerset County. The Existing Stone Masonry Structure Will Be Replaced With a 2 Span Composite Steel Multi-Girder Bridge On Existing Abutments And Includes Minor Roadway Approach Work, Drainage, Guide Rail And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0601, Section 01b, In Somerset County, Paint Township. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,020.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 32.000 01 n c1, h Class 2 Excavation 0205-0263 Cubic Yard 36.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 42.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0266 Cubic Yard 11.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 4205-0266 Cubic Yard 715.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 Choked With r-3 0212-0014 Square Yard 1,655.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0320 Square Yard 386.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0106 Square Yard 386.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 59.000 01 n c, e Subbase (No. 2a) 0413-0193 Square Yard 1,293.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-2059 Ton 55.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-7007 Ton 58.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 2,973.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 108.000 01 n f4 Asphalt Prime Coat 0491-0014 Square Yard 907.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor e 0601-0333 Linear Foot 31.000 01 n h 18" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill o 0601-2843 Linear Foot 31.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-7313 Linear Foot 31.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0601-5901 Linear Foot 127.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7313 Linear Foot 156.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0333 Linear Foot 156.000 01 n h 18" Thermoplastic Pipe, Group Ii, 12`-1.5` Fill 0605-2640 Each 2.000 01 n k Type d Endwall For 18" Pipe 0605-2730 Set 3.000 01 n k Type m Concrete Top Unit And Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 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 0620-0014 Each 2.000 01 n j Thrie-Beam To Pa Bridge Barrier Transition 4620-0014 Each 1.000 01 n Yes j Proj Thrie-Beam To Pa Bridge Barrier Transition , With Extra Long Posts 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 126.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 38.000 01 n j Type 31-s Guide Rail 4620-1650 Each 1.000 01 n Yes j Proj Type 31-Strong Post End Treatment With Extra Long Posts 0677-0001 Cubic Yard 28.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 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 01 y x Internal Facilitation 0703-0020 Cubic Yard 88.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 3.000 01 n c1, h No. 57 Coarse Aggregate 0804-0001 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0002 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula c, Including Mulch 0804-0004 Pound 1.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 86.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0027 Linear Foot 1,574.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 27.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 3.000 01 n c1 Rock, Class r-4 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 0856-0001 Each 3.000 01 n c1 Removal Sediment And Rock Barrier 0860-0000 Each 3.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0022 Linear Foot 232.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 65.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 17.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 3.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0203 Each 4.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0211 Each 4.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 1,797.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,717.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type f 1018-0050 Lump Sum 1.000 02 n t1 Std Removal Of Portion Of Existing Bridge e 8120-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Superstructure, As Designed,s-38727 a 1002-0053 Pound 715.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure 9000-0002 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Causeway 9000-0005 Each 3.000 01 n x Std Utility Test Hole 9000-0019 Lump Sum 1.000 01 n x Std Pre-Construction Inspection 9000-0020 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0032 Dollar 5,000.000 $1.00 $5,000.00 01 y m1 Std Unforeseen Tree Removal 9000-0044 Each 2.000 01 n r Std Aids To Navigation Warning Signs 9000-1045 Each 4.000 01 n x Std Temporary Mailbox Reset

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.