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Last Updated | 05/21/2021 03:43 AM |
Project Title | Hutchinson Run Bridge |
Physical Address | View project details and contacts |
City, State (County) | Tyrone, PA (Blair County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | This project is for the replacement of the existing structure on SR 4027 in Snyder Township, Tyrone Borough in Blair County. Structure work includes the replacement of the existing Reinforced Concrete T-Beam Bridge with a Single Span Prestressed Spread Box Beam Bridge over Hutchinson Run. Roadway work will include minor roadway approach work, guide rail & drainage, signing, tree trimming and removal, sewerline relocation and other miscellaneous construction as indicated on the approved drawings included in the bid package for State Route 4027, Section 01b, In Blair County, Snyder Township, Tyrone Borough at the locations indicated on the plans in the bid package. 0201-0002 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 903.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 252.000 01 n c1 Class 1b Excavation 0205-0100 Cubic Yard 233.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 14.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0001 Linear Foot 392.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,650.000 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 22.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0323 Square Yard 895.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0332 Square Yard 1,261.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 9" Depth 0350-0106 Square Yard 2,178.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0192 Square Yard 895.000 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-h 0413-0245 Square Yard 1,545.000 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-h 0413-0255 Ton 13.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-2074 Ton 16.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 1,261.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 4,183.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 42.000 01 n f4 Asphalt Prime Coat 0491-0014 Square Yard 262.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 200.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 0601-7313 Linear Foot 20.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-9363 Linear Foot 20.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-0313 Linear Foot 20.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0605-2711 Set 1.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2854 Each 1.000 01 n k Type 4 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 4610-7002 Linear Foot 392.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0615-0022 Linear Foot 71.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0012 Each 2.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0013 Each 1.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition With Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 4620-0400 Each 1.000 01 n Yes j Std Terminal Section, Single Thrie Beam 4620-0402 Each 1.000 01 n Yes j Std Terminal Section, Bridge Connection Thrie Beam 0620-0503 Linear Foot 148.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 25.000 01 n j Type 31-s Guide Rail 0620-1645 Linear Foot 13.000 01 n j Curved w-Beam Guide Rail At Intersections 0627-3020 Linear Foot 272.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 281.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 12.000 01 n k Plain Cement Concrete Curb 0643-0001 Linear Foot 42.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 36.000 01 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0686-0051 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 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0639 Each 3.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0020 Cubic Yard 75.000 01 n c1, h No. 1 Coarse Aggregate 0802-0001 Cubic Yard 127.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 60.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 26.000 01 n m3 Seeding - Formula e 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0805-0050 Square Yard 1,207.000 01 n m3 Mulch Control Netting 0810-0025 Each 2.000 01 n m1 Selective Tree Trimming 0810-0052 Each 9.000 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 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 1.000 01 n m2 Inlet Filter Bag For Type c Inlet 0865-0001 Linear Foot 25.000 01 n m2 Silt Barrier Fence, 18" Height 0867-0012 Linear Foot 486.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 4,400.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,414.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 291.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 26.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 3.000 01 n r Post Mounted Signs, Type f 4937-0114 Each 7.000 01 n Yes j, r Std Guide Rail Mounted Delineator Type d, (w/w) , Mid-Span Splice 0937-0195 Each 19.000 01 n j1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0214 Each 19.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 3,233.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 203.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 5,225.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 500.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 7,061.000 01 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 103.000 01 n o2, o3 6" Pavement Marking Removal 0965-0224 Each 5.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type f 1005-1420 Dollar 2,900.000 $1.00 $2,900.00 02 y c6 Predrilling For Unforeseen Obstructions, Earth Drilling 1005-1430 Dollar 2,000.000 $1.00 $2,000.00 02 y c6 Predrilling For Unforeseen Obstructions, Obstruction Drilling 1005-1440 Dollar 1,000.000 $1.00 $1,000.00 02 y u Pile Extraction And Redriving 1005-1450 Dollar 10,000.000 $1.00 $10,000.00 02 y x Mobilization For Predrilling Of Unforeseen Obstructions 1005-1480 Each 4.000 02 n x Dynamic Pile Load Test 1018-0001 Lump Sum 1.000 01 n t1 Std Removal Of Existing Bridge e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-39160 a 1002-0052 Pound 33,007.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0141 Each 130.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated a 1002-0147 Each 38.000 02 n s7 Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated a 1005-2010 Each 12.000 02 n u Steel Hp10x57 Pile Tip Reinforcement (Heavy Duty) a 1005-2810 Linear Foot 231.000 02 n u Steel Hp10x57 Production Pile, Galvanized a 1019-0050 Square Yard 302.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure, s-39160 o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure, s-39160 8800-0002 Lump Sum 1.000 04 n Yes h Std Sewerline Relocation, Sr 4027-01b 9000-0002 Lump Sum 1.000 01 n a Proj Channel Clearing 9000-0019 Lump Sum 1.000 01 n x Std Pre-Construction Inspection 9000-0021 Lump Sum 1.000 01 n c1, h, m2 Std Temporary Channel Diversion 9000-0034 Hour 100.000 01 n x Std Health And Safety Plan (Hasp) 9000-0037 Each 2.000 01 n x Std Solids Sampling (Landfill Characterization) 9000-0039 Ton 325.000 01 n c1 Std Off-Site Disposal Of Soils 9000-0042 Cubic Yard 250.000 01 n c1 Std Excavation Of Contaminated Media 9000-0091 Each 1.000 01 n r Std Covid-19 Safety Plan Sign 9000-0092 Linear Foot 200.000 01 n p8 Proj Installation/Placement Of Conduit For Utility Relocation 9000-0095 Lump Sum 1.000 01 n x Proj Pre-Construction Inspection Of Shared Driveway 9000-0096 Lump Sum 1.000 01 n c1 Proj Temporary Driveway 9000-0097 Each 1.000 01 n p8 Proj Light Pole Foundation And Setting Of Light Pole 9000-0119 Each 1.000 01 n j Proj w-Beam To Thrie Beam Transition Section 9000-1045 Each 21.000 01 n x Std Temporary Mailbox Reset 9000-9000 Each 2.000 01 n x Proj Grade Adjustment Of Existing Monitoring Well 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System (s-39160) |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |