Hay Street Rehabilitation
Project No: 75-05-23
Location: Wilkinsburg, Allegheny County, PA
Owner: Borough of Wilkinsburg
Manager: Sarah Boyce
Estimated Cost: Base Bid: $620,000 Alternate No. 1: $33,000 Alternate No. 2: $65,000
| Contractor | Contact Person | Bid Amount |
|---|---|---|
| Borough of Wilkinsburg 605 Ross Avenue Wilkinsburg, PA 15221 | John Antinori | N/A |
| A. Folino Construction 109 Dark Hollow Road Oakmont, PA 15139 | Jessica Gazo | |
| A. Merante Contracting 4740 Streets Run Road Pittsburgh, PA 15236 | Aimee Parquette | |
| Mele & Mele & Sons, Inc. One Mele Place Braddock, PA 15104 | April Schwalb | |
| Avelli Construction Corp. 300 Ohio River Blvd. Ambridge, PA 15003 | Nick Argenas | |
| A. Liberoni, Inc. 459 Davidson Road Plum, PA 15239 | Roni Spencer | |
| Frank J. Zottola Construction 595 Pittsburgh Road Butler, PA 16002 | Regan Thompson |
Bid Advertisement
Sealed Bids are requested by the Borough of Wilkinsburg at the 605 Ross Avenue, Wilkinsburg, PA 15221 until 3:00 P.M. prevailing time, Monday, June 17, 2024 for the Hays Street Rehabilitation. Bids will be opened publicly and read aloud immediately after the closing time for receipt of Bids.
Interested parties may view the Profile and Bid Schedule for this Project on the internet at: www.niraengineers.com.
Copies of the Bid Documents may be examined at the office of the Borough of Wilkinsburg or at the office of NIRA Consulting Engineers, Inc., 950 Fifth Avenue, Coraopolis, Pennsylvania 15108. Copies thereof may be obtained from the office of NIRA Consulting Engineers, Inc., upon payment of a non-refundable sum of $70.00. An additional charge of $15.00 will be required for handling of Plans and Specifications when shipping is requested. Checks are to be made payable to NIRA Consulting Engineers, Inc. Bids must be submitted on the forms provided, and completed in strict accordance with the instructions provided. Each Bid must be accompanied by a Bid Bond, in the form of a Certified Check or Corporate Surety Bid Bond, in the amount of ten percent (10%) of the Bid Proposal made in the favor of the Borough of Wilkinsburg. Only documents obtained directly from the Engineer will be valid at bid opening.
A Performance Bond, Labor and Material Payment Bond, and Maintenance Bond in the amounts specified within the Contract Documents will be required of the successful Bidder.
Bidders on this work will be required to comply with the Provisions of the Pennsylvania Prevailing Wage Act 442. The Prevailing Wage Scale is included in these Specifications.
Bidders on this work will be required to comply with the Provisions of the Public Works Employment Verification Act (PWEVA).
Bidders on this work will be required to comply with Pennsylvania Department of Transportation pursuant to 67 Pa. Code 457, Prequalification of Bidders.
Adherence to Instructions to Bidders is required.
No Bid or any part thereof shall be withdrawn by Bidder for a period of sixty (60) days subsequent to the Bid Opening.
The right is reserved by the Owner to reject any or all Bids or parts of bids and to waive technical defects in any Bid.
Project Scope
The project consists of removal and replacement of existing brick roadway with a new brick roadway, storm sewer improvements that includes new inlet boxes and an underdrain. Alternate Number 1, includes an asphalt overlay of a concrete road. Alternative Number 2 includes the milling and paving of an existing asphalt road.
Base Bid Schedule
| Item No. | Description | Estimated Quantity | Unit |
|---|---|---|---|
| 1. | Mobilization, Bonds, Insurances, Shop Drawings, Photo Documentation, Construction Layout and Surveying (Stake Out and As-Builts). | JOB | LS |
| 2. | Maintenance and Protection of Traffic (Detour Plan). | JOB | LS |
| 3. | Demolishing and Removal of Existing Roadway. | 2.033 | SY |
| 4. | Grade Existing Subgrade to Level. | 2,033 | SY |
| 5. | Perform Subgrade Base Repair, As Needed. | 200 | SY |
6.
| Subbase Installation. Includes 6 Inch Depth of PennDOT No. 2A Coarse Aggregate Material. | 2,033
| SY
|
| 7. | Concrete Roadway, 6 Inch Depth. | 356.4 | CY |
| 8. | 4 Inch Underdrain. Includes Excavation, AASHTO No. 57 Bedding, Connections and All Other Items Needed to Install Pipe. Complete In Place. | 810
| LF
|
| 9. | Provide and Place Welded Wire Fabric, 6 Inch x 12 Inch, D5 x D5. | 2,012 | SY
|
| 10. | Provide and Place Brick Bedding Sand. | 83 | CY |
| 11. | Brick Paver Roadway Surface. | 2,012 | SY |
| 12. | Thermoplastic Line Striping. | 635 | SF |
| 13. | ADA Curb Ramp – Ramp A. All Items Needed to Install Curb Ramp. Complete in Place. | 1 | EA |
| 14. | ADA Curb Ramp – Ramp B. All Items Needed to Install Curb Ramp. Complete in Place | 1 | EA |
| 15. | ADA Curb Ramp – Type 1. All Items Needed to Install Curb Ramp. Complete in Place | 1 | EA |
| 16. | North Side of Ross Avenue at Hay Street Remove Existing Type C Inlet and Replace with Type M Inlet. All Items Needed to Install Storm Inlet. Complete In Place. | 1 | EA |
| 17. | South Side of Ross Avenue at Hay Street Remove Existing Type C Inlet and Replace with Type M Inlet. All Items Needed to Install Storm Inlet. Complete In Place. | 1 | EA |
| 18. | West Side of Hay Street at Ross Avenue Remove Existing Type C Inlet and Replace with Type M Inlet. All Items Needed to Install Storm Inlet. Complete In Place. | 1 | EA |
| 19. | East Side of Hay Street at Penn Avenue Remove Existing Type C Inlet and Replace with Type M Inlet. All Items Needed to Install Storm Inlet. Complete In Place. | 1 | LS |
| 20. | Miscellaneous Incidental Work. Includes Removal, Reinstall and/or Replace Fencing, Walls, Sidewalks, Structures and All Other Items Not Specified Herein. Includes All Materials, Labor and Equipment to Complete. | JOB | LS |
| 21. | Erosion and Sedimentation Control. Includes Temporary Seeding (As Required); and Implementation, Maintenance, and Removal (If Applicable) of All Erosion Control Devices and Practices As Shown on the Construction Drawings and Also Required by the Technical Specifications. | JOB | LS |
| 22. | Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer and Sedimentation Controls. | JOB | LS |
23. | Concrete Sidewalk with Integral Curb. | 17 | SY |
24. | Concrete Collars. | 7 | EA |
Alternate Bid Schedules
| Item No. | Description | Estimated Quantity | Unit |
|---|---|---|---|
| ALTERNATE NO. 1 | |||
| A1.1 | Geotextile Paving Fabric. | 1,924 | SY |
| A1.2 | Superpave Asphalt Mixture Design, HMA Wearing Course, PG 64-22, 0-0.3 Million ESAL’s, 9.5mm Mix, SRL-L, 2 Inch Depth. | 1,924 | SY |
| ALTERNATE NO. 2 | |||
| A2.1 | Milling of Asphalt Pavement Surface 3.5 Inch Depth | 1,631 | SY |
| A2.2 | Full Depth Base Repair. | 150 | SY |
| A2.3 | Superpave Asphalt Mixture Design, HMA Binder Course, PG 64-22, 0-0.3 Million ESAL’s, 19mm Mix, 2 Inch Depth. | 1,631 | SY |
| A2.4 | Superpave Asphalt Mixture Design, HMA Wearing Course, PG 64-22, 0-0.3 Million ESAL’s, 9.5mm Mix, SRL-L, 1-1/2 Inch Depth. | 1,631 | SY |
| A2.5 | Thermoplastic Line Striping. | 480 | SF |
NIRA Consulting Engineers, Inc.
950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970