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Last Updated | 06/25/2021 03:46 AM |
Project Title | Wexford Run Rd over I-79 Bridge Pres |
Physical Address | View project details and contacts |
City, State (County) | PA (Allegheny 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 | $2,500,000 to $4,999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The description and location of the project is as follows: Structural rehabilitation including full structure painting, overlay using latex modified wearing surface, expansion dam replacement, new approach slabs, backwall reconstruction, deck repair, bearing repl./rehab, approach guiderail, drainage, fencing, approach pavement work, and other miscellaneous construction, all as indicated on the approved drawings for State Route 4053, Section a04, In Allegheny County, Marshall Township The project being situated as follows: From approximately 50 ft. west of Valley Rd at Segment 0080 Offset 0064 (Sta. 26+50.00) to approximately 30 ft. west of Neeley School Rd at Segment 0070 Offset 1880 (Sta. 33+60.00). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 162.000 01 n c Class 1 Excavation 4203-0001 Cubic Yard 109.000 11 n Yes c Proj Class 1 Excavation Modified 0204-0100 Cubic Yard 418.000 11 n c1, s1, t1 Class 3 Excavation 0205-0264 Cubic Yard 12.000 11 n c1 Selected Borrow Excavation Rock, Class r-4 4205-0290 Cubic Yard 24.000 01 n Yes c1 Std Selected Borrow Excavation, Coarse Aggregate, No. 2a Modified 0205-0292 Cubic Yard 244.000 11 n c1, s4 Structure Backfill 0212-0001 Linear Foot 180.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 500.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0324 Square Yard 254.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0108 Square Yard 500.000 01 n c, e Subbase 8" Depth (No. 2a) 0413-0194 Square Yard 744.000 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 0413-6035 Square Yard 254.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 998.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 194.000 01 n f4 Asphalt Prime Coat 0491-0012 Square Yard 490.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 0601-7313 Linear Foot 51.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0333 Linear Foot 0.000 n h 18" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill e 0601-9003 Linear Foot 54.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-9363 Linear Foot 0.000 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-1300 Each 1.000 01 n c1, h1 Cleaning Drainage Structures 0605-2700 Each 1.000 01 n k Inlet Grate 0605-2711 Set 4.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 4.000 01 n k Standard Inlet Box, Height < /= 10' 0607-0013 Vertical Foot 1.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 180.000 01 n h2 6" Pavement Base Drain 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 197.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 175.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0624-0001 Linear Foot 175.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0275 Linear Foot 175.000 01 n a, j2 Removal Of Existing Right-Of-Way Fence 0624-0300 Each 8.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 14.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 4627-3020 Linear Foot 350.000 01 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' Modified 0630-0001 Linear Foot 29.000 01 n k Plain Cement Concrete Curb 0680-0121 Square Yard 38.000 11 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0050 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 1.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0804-0004 Pound 15.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 37.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 180.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 4.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 450.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 200.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 200.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 300.000 01 n q, r Additional Traffic Control Signs 0901-0460 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 0937-0106 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0203 Each 8.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0339 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0960-0002 Linear Foot 351.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 351.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0964-0002 Linear Foot 581.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 581.000 01 n o 6" White Epoxy Pavement Markings 1001-0980 Square Yard 1,347.000 11 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1000 Cubic Yard 189.000 11 n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 53.000 11 n s2 Class Aa Cement Concrete 1001-1200 Cubic Yard 31.000 11 n s2 Class Aa Cement Concrete, Except Use No. 8 Coarse Aggregate 1002-0053 Pound 51,415.000 11 n s7 Reinforcement Bars, Epoxy Coated 1003-0016 Each 124.000 11 n s2 Dowel Holes, 15" Depth 1016-0006 Linear Foot 168.000 11 n j2, s4 Barrier Protective Fence, Vinyl-Coated Steel 5018-0050 Lump Sum 1.000 11 n Yes t1 Proj Removal Of Portion Of Existing Bridge Modified 1019-0020 Square Yard 575.000 11 n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 1019-0050 Square Yard 1,202.000 11 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1026-0017 Linear Foot 94.000 11 n t6 Neoprene Strip Seal Dam, (4" Movement) 1039-0010 Square Yard 1,056.000 11 n s9 Concrete Bridge Deck Surface Preparation, Hydrodemolition 1041-0020 Square Yard 2,112.000 11 n f3, s2 Scarification, 1/2" Depth 1042-0001 Square Yard 1,103.000 11 n s3 Latex Modified Concrete Wearing Surface, 1 1/4" Depth 1042-0060 Cubic Yard 39.000 11 n s3 Latex Modified Concrete, Variable Depth 1043-0001 Square Foot 2,609.000 11 n k1 Shotcrete 5043-0001 Square Foot 2,609.000 11 n Yes k1 Proj Shotcrete Modified 1050-0020 Pound 8,586.000 11 n t3 Fabricated Structural Steel 1050-0100 Dollar 10,000.000 $1.00 $10,000.00 11 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1050-0201 Each 60.000 11 n s2, t3 Fabricated Structural Steel Repair 1 1050-0202 Each 12.000 11 n s2, t3 Fabricated Structural Steel Repair 2 1070-0200 Lump Sum 1.000 11 n v Painting Existing Structural Steel 1070-0325 Lump Sum 1.000 11 n v Priming Top Flanges 1070-0350 Dollar 10,000.000 $1.00 $10,000.00 11 y v Penetrating Sealer And Caulking Application 1072-0100 Lump Sum 1.000 11 n v2 Containment 1072-0200 Lump Sum 1.000 11 n x Waste Management 1072-0300 Lump Sum 1.000 11 n v2 Worker Health And Safety 1091-0331 Linear Foot 69.000 11 n k1 Epoxy Injection Crack Seal 9000-0002 Lump Sum 1.000 11 n t Proj Underdeck Protective Shielding 9000-0003 Each 2.000 11 n r Proj Remove, Store, And Reinstall Barrier Mounted Signs 9000-0004 Lump Sum 1.000 50 n Zz Proj Installation Of Peoples Natural Gas Facilities 9000-0008 Each 1.000 94 n x Proj Preconstruction Inspection 9000-0021 Lump Sum 1.000 11 n j Proj Repair Bridge Parapet Railing 9000-0027 Lump Sum 1.000 11 n t Proj Jacking And Temporary Support System 9000-0056 Linear Foot 454.000 11 n j2 Proj Barrier Protective Fence, Vinyl-Coated Steel, Including Retrofit Brackets 9000-0077 Each 12.000 11 n t Proj Replace Metal Bearings 9000-0104 Lump Sum 1.000 11 n x Proj Vibration Monitoring And Control 9000-0193 Each 2.000 11 n s5, t Proj Core Hole Through Existing Wingwall 9000-0207 Each 8.000 11 n s5 Proj Cleaning Out Existing Weephole And Installation Of Maintainable Weephole 9000-0250 Dollar 10,000.000 $1.00 $10,000.00 01 y c1, h Std Locate Existing Underground Facilities 9000-0306 Linear Foot 34.000 11 n s5 Proj Seal Existing Wingwall Joint 9000-0400 Each 4.000 95 n Zz Std Covid-19 Safety Plan Sign 9000-0518 Linear Foot 83.000 11 n j, k2 Proj Silicone Joint Sealant (One Part) At Barrier Deflection Joints 9000-0605 Set 1.000 11 n x Std Safety Harnesses And Double Lanyards, Fall Protection 9000-1008 Each 3.000 11 n t Proj Clean And Flush Bridge Seats 9000-2010 Each 105.000 11 n c Proj Soil Nails, Standard 9000-6056 Each 1.000 01 n h, k Std Core Hole In Inlet Box 9000-9001 Cubic Foot 60.000 11 n t Std Repair Deteriorated Concrete |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |