Similar Projects
| Last Updated | 12/06/2018 11:58 PM |
| Project Title | Mcfarren Street Bridge Replacement |
| 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: For the bridge replacement, bituminous approach, drainage, guide rail, barrier, curb and sidewalk, highway lighting, signing and pavement marking, and other miscellaneous construction, all within a length of 358.74 linear feet (0.068 miles) as indicated on the approved drawings included in the bid package for MCFARREN STREET BRIDGE REPLACEMENT, in ALLEGHENY COUNTY, CITY OF PITTSBURGH, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 250 feet west of Second Avenue on Old Browns Hill Road at Station 200+00 to a point approximately 200 feet north of Second Avenue on McFarren Street at Station 204+25. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,901.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 60.000 01 n c1, h Class 2 Excavation 0208-0001 Hour 5.000 01 n c Special Rolling 0212-0001 Linear Foot 179.000 01 n c3, h, m2 Geotextile, Class 1 0301-0405 Each 2.000 01 n d Concrete Base Course Cores, 10" Depth 0350-0104 Square Yard 160.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0108 Square Yard 826.000 01 n c, e Subbase 8" Depth (No. 2a) 0409-0384 Square Yard 1,237.000 01 n f Superpave Asphalt Mixture Design, Hma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0409-6350 Square Yard 499.000 01 n f Superpave Asphalt Mixture Design, Hma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 4450-0524 Ton 1.000 01 n Yes f1 Std Superpave Asphalt Mixture Design, Hma Wearing Course, Manual Patching, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-m Modified 0460-0001 Square Yard 1,736.000 01 n f4 Bituminous Tack Coat 0461-0002 Gallon 59.000 01 n f4 Bituminous Prime Coat 0491-0012 Square Yard 738.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 4601-7313 Linear Foot 85.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Modified o 4601-1663 Linear Foot 85.000 01 n Yes h Std 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified o 4601-1743 Linear Foot 85.000 01 n Yes h Std 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified e 4601-7708 Linear Foot 65.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box Modified o 4601-1863 Linear Foot 65.000 01 n Yes h Std 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Modified o 4601-2143 Linear Foot 65.000 01 n Yes h Std 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Modified e 4601-7710 Linear Foot 43.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Modified o 4601-1863 Linear Foot 43.000 01 n Yes h Std 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Modified o 4601-2143 Linear Foot 43.000 01 n Yes h Std 18" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Modified e 4601-7737 Linear Foot 100.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Modified o 4601-1869 Linear Foot 100.000 01 n Yes h Std 36" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage, Shore/Trench Box Modified o 4601-2169 Linear Foot 100.000 01 n Yes h Std 36" Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 14 Gage, Shore/Trench Box Modified e 4604-7313 Linear Foot 68.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15' - 1.5' Fill Modified o 4604-1463 Linear Foot 68.000 01 n Yes h Std 18" Perforated Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified o 4604-1743 Linear Foot 68.000 01 n Yes h Std 18" Perforated Spiral Rib Aluminum Alloy Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage Modified 4605-2620 Each 1.000 01 n Yes k Proj Type d-w Endwall Modified 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 0610-7001 Linear Foot 179.000 01 n h2 4" Pavement Base Drain 4619-0459 Each 1.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) Modified 4620-0010 Each 2.000 01 n Yes j Proj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement Modified 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition Modified 0620-0503 Linear Foot 122.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 4620-0870 Each 2.000 01 n Yes j Proj Anchored Backslope Terminal, Type 1 Modified 4620-1600 Linear Foot 100.000 01 n Yes j Proj Type 31-s Guide Rail Modified 4620-1625 Linear Foot 25.000 01 n Yes j Proj Type 31-Sc Guide Rail Modified 4627-3020 Linear Foot 300.000 01 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' Modified 0630-0001 Linear Foot 170.000 01 n k Plain Cement Concrete Curb 0676-0001 Square Yard 92.000 01 n k Cement Concrete Sidewalk 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0002 Lump Sum 1.000 94 n x Microcomputer With Battery Backup System, Type a 0688-0020 Lump Sum 1.000 94 n x Microcomputer, Type c 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0696-0639 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0025 Cubic Yard 3.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 219.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 63.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 9.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 895.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 29.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 3.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 3.000 01 n c1 Rock, Class r-3 0851-0003 Square Yard 26.000 01 n c1 Rock Apron 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 3.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 139.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 352.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 4901-0320 Linear Foot 400.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0334 Linear Foot 40.000 01 n Yes o Std 24" Standard Pavement Markings, Paint & Beads, White Modified 0910-0001 Each 1.000 01 n c1, p8 Junction Boxes j.b.-1 0910-0154 Each 1.000 01 n p8 Pole Foundation, Type Fc 0910-4116 Linear Foot 2,500.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 50.000 01 n c1, p8 2" Direct Burial Conduit 0910-6000 Linear Foot 50.000 01 n c1, p8 Trench 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0931-0003 Square Foot 47.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0334 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0960-0021 Linear Foot 30.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1005 Linear Foot 1,380.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 80.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 400.000 01 n o2, o3 4" Pavement Marking Removal 1999-9999 Hour 1,000.000 97 n z Std Trainees e 8120-0001 Lump Sum 1.000 11 n Yes t Std Bridge Structure, As Designed a 1002-0053 Pound 84,669.000 11 n s7 Reinforcement Bars, Epoxy Coated a 9000-0100 Linear Foot 1,917.000 11 n u Proj Micropiles, 7.00" x 0.50" a 9000-0101 Each 2.000 11 n u Proj Micropile Static Verification Load Test o 8000-0001 Lump Sum 1.000 11 n s Std Prestressed Concrete Bridge Structure a 9000-0200 Linear Foot 0.000 11 n u Proj Micropiles, 7.00" x 0.50" a 9000-0201 Each 0.000 11 n u Proj Micropile Static Verification Load Test o 8100-0001 Lump Sum 1.000 11 n t Std Steel Bridge Structure a 9000-0300 Linear Foot 0.000 11 n u Proj Micropiles, 7.00" x 0.50" a 9000-0301 Each 0.000 11 n u Proj Micropile Static Verification Load Test 9000-0004 Square Yard 499.000 01 n d, s9 Proj Concrete Base Course, 10" Depth 9000-0005 Linear Foot 257.000 01 n g1, g4 Std Sawcut Of Existing Pavement 9000-0006 Each 1.000 01 n m2 Proj Compost Sock Washout Facility 9000-0007 Each 1.000 01 n c1, h Proj Temporary Flexible Pipe Connection 9000-0008 Each 2.000 01 n j2 Proj Removable Bollard 9000-0009 Each 2.000 01 n k Proj Storm Inlet Type 9, Modified m 9000-0010 Each 3.000 01 n k Proj Storm Inlet Type 9, Modified s 9000-0011 Each 1.000 01 n k Proj Storm Inlet Type 10, Modified s 9000-0012 Each 1.000 01 n k Proj Storm Inlet Type 11 9000-0013 Each 2.000 01 n k Proj 48" Diameter Manhole 9000-0014 Each 2.000 01 n k Proj 60" Diameter Manhole 9000-0015 Each 2.000 01 n k Proj Straight Concrete Endwall 9000-0016 Lump Sum 1.000 11 n v2 Proj Health And Safety Plan 9000-0017 Lump Sum 1.000 11 n x Proj Site Work Plan 9000-0103 Square Foot 1,036.000 11 n k1 Proj Architectural Surface Treatment, Substructure Stone Finish 9000-0104 Square Foot 1,253.000 11 n k1 Proj Architectural Surface Treatment, Barrier Bush Hammer Finish 9000-0105 Square Foot 1,036.000 11 n k2 Proj Penetrating Concrete Stain Surface Treatment, Substructure Stone Finish 9000-0106 Square Foot 1,253.000 11 n k2 Proj Penetrating Concrete Stain Surface Treatment, Superstructure 9000-0107 Lump Sum 1.000 11 n c5, u Std Temporary Excavation Support And Protection System 9000-0108 Set 1.000 11 n x Std Safety Harnesses, Double Lanyards & Self Retracting Lifelines, Fall Protection 9000-0500 Each 3.000 01 n p8 Proj Ornamental Luminaire With Led Lamp Arm Mount 9000-0501 Each 3.000 01 n p8 Proj Decorative Pole With 4-Foot Bracket Arm, 28-Foot Mounting Height 9000-2000 Linear Foot 199.000 01 n c1, h, m2 Proj Temporary Cofferdam 9000-2081 Cubic Yard 104.000 01 n c1 Std As Directed Subgrade Undercut 9000-2082 Cubic Yard 311.000 01 n c1 Std Specified Subgrade Undercut 9000-9015 Dollar 1,200.000 $1.0000 $1,200.00 01 y j3 Std Repair Temporary Impact Attenuating Device | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
