Bradford to Rush

For the improvement of certain section of highways and bridges in Susquehanna County, Rush Township, Commonwealth Of Pennsylvania, State Route 0706, Section 501. The Sr 706 Section 501 Project consists of the three structure replacements (Sites A, B and D), the realignment of the SR 267 intersection and the removal of the previously closed open grate steel bridge on SR 3037. The Site A and Site B structures will be widened to 38’ to include 8’ shoulders and the Site D Structure will be widened to 32’ to include 5’ shoulders. SR 267 will be realigned from a skewed intersection to a perpendicular intersection and as part of the realignment, the right side shoulder along SR 706 will be widened to 5’ from the intersection west to the Wyalusing Creek bridge. The shoulder widening will include the extension of a 5’x5’ box culvert (Site E). Upon removal of the SR 3037 bridge, a turnaround will be constructed on the southern approach and the existing road will be removed on the northern approach and stream mitigation to include a mud sill and riparian buffer will be constructed on the northern stream back where the abutment is removed. Design Items Expand/Collapse Project: Standard / Penndot Oversight Non-Nhs Advertised Short Description: Bradford To Rush Org Code: 0400 County: Susquehanna Sr: 706 Section: 501 District: 04 Group Id: --- Municipality: Rush Items View: Records 1 To 203 Of 203 Go To First Page - Not Available Go To Previous Page - Not Available Page 1 Of 1 Go To Next Page - Not Available Go To Last Page - Not Available Records Per Page: Alt Itemunit Of Measurequantityunit Price Item Totalfc Pdpmod Descciswccspec Provaction 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 11,710.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 255.000 01 n c1 Class 1a Excavation 0203-0006 Linear Foot 3,842.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 449.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 317.000 01 n c1, h Cleaning Existing Ditches Excavation 0204-0100 Cubic Yard 109.000 02** n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 3.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 413.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 647.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 4205-0265 Cubic Yard 20.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-5 (Includes Removal) 0205-0266 Cubic Yard 86.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 0205-0281 Cubic Yard 315.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0364 Ton 9.000 05 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0368 Ton 676.000 02** n c1 Selected Borrow Excavation Rock, Class r-8 0212-0001 Linear Foot 1,921.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,114.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0220-0020 Cubic Yard 26.000 01 n k1 Flowable Backfill, Type c 0313-0322 Square Yard 1,130.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0326 Square Yard 7,322.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0337 Ton 105.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,305.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 8,512.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 359.000 01 n c, e Subbase (No. 2a) 0413-0194 Square Yard 563.000 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-m 0413-0246 Square Yard 7,184.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-1024 Ton 25.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 563.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6046 Square Yard 6,388.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0413-6047 Ton 25.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 14,553.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 1,552.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 52.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 177.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-5431 Cubic Yard 3.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 39.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7313 Linear Foot 86.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill a 0616-1202 Each 4.000 01 n h Concrete End Sections For 18" Pipe o 0601-0333 Linear Foot 100.000 n h 18" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill a 0616-0018 Each 4.000 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe o 0601-1763 Linear Foot 100.000 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage a 0616-0018 Each 4.000 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe e 0601-7509 Linear Foot 161.000 01 n h 18" Reinforced Concrete Pipe, Type a, 7' - 3' Fill, Shore/Trench Box, 100 Year Design Life a 0616-1202 Each 4.000 01 n h Concrete End Sections For 18" Pipe o 0601-0560 Linear Foot 175.000 n h 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life a 0616-0018 Each 4.000 n h Steel End Section, Metallic Coated, 14 Gage For 18" Pipe e 0601-7516 Linear Foot 41.000 01 n h 24" Reinforced Concrete Pipe, Type a, 3' - 2' Fill, Shore/Trench Box, 100 Year Design Life a 0616-1204 Each 2.000 01 n h Concrete End Sections For 24" Pipe o 0601-0562 Linear Foot 48.000 n h 24" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life a 0616-0020 Each 2.000 n h Steel End Section, Metallic Coated, 14 Gage For 24" Pipe e 0601-7707 Linear Foot 95.000 01 n h 18" Reinforced Concrete Pipe, Type b, 3' - 2' Fill, Shore/Trench Box o 0601-0433 Linear Foot 95.000 n h 18" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill, Shore/Trench Box o 0601-2163 Linear Foot 95.000 n h 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage, Shore/Trench Box 0601-7708 Linear Foot 4.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box 0605-2760 Set 1.000 01 n k Type d-h Level Concrete Top Unit And Grates 0605-2780 Set 1.000 01 n k Type m Frame And Grate 0605-2781 Set 4.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 5.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2882 Each 1.000 01 n k Type d-h Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 07 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 07 n x Std Equipment Package 0610-7002 Linear Foot 1,921.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 3.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 262.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 9.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 9.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 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 9.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 914.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1050 Linear Foot 25.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 25.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 488.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 263.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 579.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 398.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 45.000 01 n k Plain Cement Concrete Curb 0660-0002 Linear Foot 1,040.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0676-0001 Square Yard 17.000 01 n k Cement Concrete Sidewalk 0677-0002 Ton 423.000 01 n c1, e Selected Material Surfacing 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0052 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 6.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 6.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0022 Cubic Yard 109.000 02** n c1, h No. 8 Coarse Aggregate 0802-0001 Cubic Yard 82.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 45.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 223.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 69.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 45.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0806-0103 Square Yard 1,443.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0806-0121 Square Yard 772.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 429.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0808-3250 Each 3.000 01 n m Tuliptree - (1" Cal. b&b) 0808-3272 Each 4.000 01 n m American Sycamore - (1 1/2" Cal. b&b) 0808-3484 Each 2.000 01 n m White Flowering Dogwood -(1 1/2" Cal. b&b) 4808-4311 Each 4.000 01 n Yes m Proj Common Ninebark - (2' Ht. b.r.) , Provide Container 0808-4786 Each 2.000 01 n m Spicebush - (18" Ht. Container) 0810-0052 Each 2.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 1,725.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0849-0011 Each 1.000 01 n c1 Rock Construction Entrance 0849-0012 Each 1.000 01 n c1 Rock Construction Entrance 0855-0003 Each 11.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 11.000 01 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 4.000 01 n Yes c1 Std Removal Sediment And Rock Barrier (Including Compost) 0860-0000 Each 7.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 2,276.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0025 Ton 5.000 01 n q Calcium Chloride 0901-0202 Each 3.000 01 n q Floodlights 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 7,150.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 20,052.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 889.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 304.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 4.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0901-0710 Each 1.000 01 n p Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0901-0713 Each 2.000 01 n p Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0901-0714 Each 1.000 01 n p Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0901-0720 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0721 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0722 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0931-0001 Square Foot 365.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 16.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 39.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 27.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0214 Each 34.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0332 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0336 Each 3.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/Blank Sheeting 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0960-0021 Linear Foot 75.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 7,272.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 6,838.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 162.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 10,667.000 01 n o2, o3 4" Pavement Marking Removal 0971-0001 Each 12.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 8.000 01 n r Remove Post Mounted Signs, Type f 1003-0003 Each 16.000 05 n s2 Dowel Holes, 8" Depth 1018-0001 Lump Sum 1.000 02 n t1 Proj Removal Of Existing Bridge 1018-0002 Lump Sum 1.000 03 n t1 Proj Removal Of Existing Bridge 1018-0003 Lump Sum 1.000 04 n t1 Proj Removal Of Existing Bridge 1018-0004 Lump Sum 1.000 06 n t1 Proj Removal Of Existing Bridge 1018-0050 Lump Sum 1.000 05 n t1 Proj Removal Of Portion Of Existing Bridge 1999-9999 Hour 1,000.000 08 n z Std Trainees e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-35697 a 1002-0053 Pound 347.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0011 Lump Sum 1.000 03 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-35698 a 1002-0053 Pound 2,864.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 28.000 03 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8510-0012 Lump Sum 1.000 03 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0011 Lump Sum 1.000 03 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0021 Lump Sum 1.000 04 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-35700 a 1002-0053 Pound 970.000 04 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 14.000 04 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8510-0022 Lump Sum 1.000 04 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0021 Lump Sum 1.000 04 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-0031 Lump Sum 1.000 05 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38551 a 1002-0053 Pound 301.000 05 n s7 Reinforcement Bars, Epoxy Coated o 8510-0032 Lump Sum 1.000 05 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0031 Lump Sum 1.000 05 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Each 13.000 01 n x Proj Relocate Mailboxes 9000-0003 Each 3.000 01 n r Proj Red Sign Post Reflective Panel 9000-0006 Linear Foot 129.000 01 n c1 Proj 18" Temporary Pipe 9000-0007 Linear Foot 208.000 01 n c1 Proj 24" Temporary Pipe 9000-0008 Linear Foot 176.000 01 n c1 Proj 42" Temporary Pipe 9000-0015 Lump Sum 1.000 02 n c1 Proj Stockpiling And Placing Native Streambed Material At Box Culvert s-35697 9000-0016 Lump Sum 1.000 03 n c1 Proj Stockpiling And Placing Native Streambed Material At Box Culvert s-35698 9000-0100 Each 2.000 01 n m2 Proj Weighted Sediment Filter Tube 9000-0101 Lump Sum 1.000 04 n c1 Proj Reset Existing Stacked Stone Wall 9000-0102 Cubic Yard 6.000 04 n c1 Proj Channel Bank Protection Grout 9000-0200 Each 17.000 07 n x Proj Pre And Post Construction Survey 9000-0400 Dollar 5,000.000 $1.00 $5,000.00 01 y c1 Proj Repair Of Township Roads 9000-0500 Linear Foot 150.000 01 n j Proj Remove And Reset Guide Rail 9000-0501 Each 1.000 01 n c1 Proj Removal Of Underground Storage Tank 9000-0502 Each 9.000 01 n x Proj Underground Storage Tank Soil Sampling And Testing 9000-0503 Each 2.000 01 n x Proj Liquid Sampling And Analysis 9000-0504 Ton 15.000 01 n x Proj Disposal Of Contaminated Soil And Debris 9000-0505 Gallon 200.000 01 n x Proj Disposal Of Contaminated Liquids 9000-0506 Gallon 500.000 01 n x Proj Disposal Of Tank Contents 9000-0507 Cubic Yard 10.000 01 n c1 Proj Additional Contaminated Soil Excavation 9000-0800 Pound 7.000 01 n m3 Proj Seeding And Soil Supplements - Riparian Buffer Mixture 9000-0801 Lump Sum 1.000 01 n c1 Proj Toe Log Cribbing 9000-0802 Cubic Yard 506.000 01 n c1 Proj Amended Soil Mix 9000-3000 Lump Sum 1.000 02 n c1 Proj Diversion Dike System s-35697 9000-3001 Lump Sum 1.000 03 n c1 Proj Diversion Dike System s-35698 9000-3002 Lump Sum 1.000 04 n c1 Proj Diversion Dike System s-35700 9000-3003 Lump Sum 1.000 06 n c1 Proj Diversion Dike System For Abutment Removal 9000-3004 Lump Sum 1.000 05 n c1 Proj Diversion Dike System s-38551 9203-0101 Lump Sum 1.000 02 n u Std Temporary Excavation Support And Protection System s-35697 9203-0102 Lump Sum 1.000 03 n u Std Temporary Excavation Support And Protection System s-35698 9203-0103 Lump Sum 1.000 04 n u Std Temporary Excavation Support And Protection System s-35700 9203-0104 Lump Sum 1.000 05 n u Std Temporary Excavation Support And Protection System s-38551

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.