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