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 

 

ContractorContact PersonBid Amount
Borough of Wilkinsburg
605 Ross Avenue
Wilkinsburg, PA  15221
John AntinoriN/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

 

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.DescriptionEstimated
Quantity
Unit
1.Mobilization, Bonds, Insurances, Shop Drawings, Photo Documentation, Construction Layout and Surveying (Stake Out and As-Builts).JOBLS
2.Maintenance and Protection of Traffic (Detour Plan).JOBLS
3.Demolishing and Removal of Existing Roadway.2.033SY
4.Grade Existing Subgrade to Level.2,033SY
5.Perform Subgrade Base Repair, As Needed.200SY

6.

 

 

Subbase Installation.  Includes 6 Inch Depth of PennDOT No. 2A Coarse Aggregate Material.

2,033

 

 

SY

 

 

7.Concrete Roadway, 6 Inch Depth.356.4CY
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.83CY
11.Brick Paver Roadway Surface.2,012SY
12.Thermoplastic Line Striping.635SF
13.ADA Curb Ramp – Ramp A.  All Items Needed to Install Curb Ramp. Complete in Place.1EA
14.ADA Curb Ramp – Ramp B.  All Items Needed to Install Curb Ramp. Complete in Place1EA
15.ADA Curb Ramp – Type 1.  All Items Needed to Install Curb Ramp. Complete in Place1EA
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.1EA
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.1EA
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.1EA
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.1LS
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.JOBLS
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.JOBLS
22.Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer and Sedimentation Controls.JOBLS

23.

Concrete Sidewalk with Integral Curb.

17

SY

24.

Concrete Collars.

7

EA

Alternate Bid Schedules

 

Item No.DescriptionEstimated
Quantity
Unit
ALTERNATE NO. 1
A1.1Geotextile Paving Fabric.1,924SY
A1.2Superpave Asphalt Mixture Design, HMA Wearing Course, PG 64-22, 0-0.3 Million ESAL’s, 9.5mm Mix, SRL-L, 2 Inch Depth.1,924SY
ALTERNATE NO. 2
A2.1Milling of Asphalt Pavement Surface 3.5 Inch Depth1,631SY
A2.2Full Depth Base Repair.150SY
A2.3Superpave Asphalt Mixture Design, HMA Binder Course, PG 64-22, 0-0.3 Million ESAL’s, 19mm Mix, 2 Inch Depth.1,631SY
A2.4Superpave 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.1,631SY
A2.5Thermoplastic Line Striping.480SF
NIRA Consulting Engineers, Inc.

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412.262.3970

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