Canonsburg Street Improvements

Project No:  G-1135-25

Location:  Canonsburg, Allegheny County, PA

Owner:  Redevelopment Authority of the County of Washington

Manager:  Sarah Boyce

Estimated Cost:  $300,000

Addendum No. 1 Issued and Emailed June 27, 2025

Addendum No. 2 Issued and Emailed June 30, 2025

 

ContractorContact PersonBid Amount
Revelelopment Authority of the County of Wasington
90 West Chestnut Street  Ste. 700
Washington, PA  15301
Kerry FoxN/A
El Grande Insustries
1600 Meldon Avenue
Donora, PA  15033
Robin Weiss
Costa Contracting, Inc.
347 Lefever Hill Road
Cheswick, PA  15024
Dominick Monzo
Slusarczyk Excavating, LLC
1 Sam Road
West Brownsville, PA  15417
Linda Slusarczyk
Redstone Excavating
479 Davidson Siding Road
Grindstone, PA  15442
Ryan Lucostic
AMS Construction & Remodeling, LLC
122 Brokaw Avenue
Donora, PA  15033
Aaron Szakal
Morgan Excavating, LP
15 Arentzen Boulevard  Upper Ste.
Charleroi, PA  15022
Kyra Martin
Jet Jack, Inc.
5020 Thoms Run Road
Oakdale, PA  15071
Blaine Popp
N & N Landscaping
256 Gary Drive
Sewickley, PA  15143
Nate Nusskern
Mele & Mele & Sons, Inc.
One Mele Place
Braddock, PA  15104
April Schwalb

 

Bid Advertisement

The Redevelopment Authority of the County of Washington (RACW) will receive bids for the CANONSBURG STREET IMPROVEMENTS PROJECT NO. CD 24-03 until 11:00 A.M., prevailing time, on June 27, 2025 at its office, 90 West Chestnut Street, Suite 700, Washington, Pennsylvania 15301, at which time and place all bids will be publicly opened and read aloud. 

Bid documents are available at no charge via download by emailing cashton@niraengineers.com.  Only contract documents obtained directly from NIRA Consulting Engineers, Inc. will be accepted. Questions are to be directed to Sarah Boyce at sboyce@niraengineers.com.

Each bid shall be accompanied by a bid guaranty, which shall not be less than ten percent (10%) of the total amount of the bid. The form of the guaranty shall be in accordance with the type permitted under the contract documents.  SBE, MBE, WBE and Section 3 businesses are encouraged to bid.

Standard contract provisions of the U.S. Department of HUD Act of 1968, as amended, and the U.S. Department of Labor for CDBG apply to this project, including Federal Prevailing Wage Rates, Civil Rights, EO 11246, EO 11625, Affirmative Action, Section 3 Requirements, Federal Public Works, Section 504 of the Rehabilitation Act of 1973, together with all Standard Provisions of CDBG Programs.  Contractor must ensure that employees and applicants for employment are not discriminated against because of their race, age, color, religion, sex, national origin, or handicap.  The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD‑assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low and very low-income persons, particularly persons who are recipients of HUD assistance for housing.

The Redevelopment Authority of the County of Washington reserves the right to reject any or all bids or to waive any informalities in the bidding.  Bids may be held by the Redevelopment Authority of the County of Washington for a period not to exceed forty-five (45) days from the date of opening of Bids for the purpose of reviewing the Bids and investigating the qualifications of Bidders, prior to awarding of the contract.

In no event will the Redevelopment Authority of the County of Washington consider a Contractor as eligible if he cannot initiate the work under the contract within twenty (20) days of the contract execution and proceed to the successful completion of the work within sixty (60) consecutive calendar days of the Notice to Proceed.

Project Scope

The project includes the reconstruction of Taylor Drive in Canonsburg Borough.  The work generally includes excavation and removal of the existing concrete pavement, curbs, and concrete sidewalks, base repairs, sanitary sewer replacements, storm sewer replacements, 1-1/2 inch milling and wearing course overlay of a portion of roadway, installation of stone subbase, asphalt binder course, asphalt wearing course, asphalt wedge curbs, and installation of new concrete sidewalks.  Other work items include traffic control, bypass pumping of sewage flows, grade adjustments of existing utility structures, restoration of disturbed areas, and all other items required by the Contract.

Bid Schedule

Item No.DescriptionEstimated
Quantity
Unit

1-203

Class 1 Excavation.  Includes Removal of Existing Concrete Slabs, Removal of Existing Concrete Curbs, Removal of Concrete Sidewalks, Excavation for Sidewalk Subbase, and Roadway Subbase.

CY

550

2-203

Class 1A Excavation.  Includes Excavation of Base Repair Areas and the Backfilling and Compaction of PennDOT No. 2A Stone to 12 Inch Depth.

CY

270

3-212

Class 4, Type A Geotextile.

SY

1,332

4-350

8 Inch Depth Aggregate Subbase for Roadway.

SY

1,332

5-350

6 Inch Depth Aggregate Subbase for Sidewalks.

SY

240

6-413

Superpave Asphalt Mixture Design WMA Wearing Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, 9.5mm Mix, SRL-E (1-1/2 Inch Depth).

SY

1,637

7-413

Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix (3 Inch Depth).

SY

1,340

8-413

Asphalt Driveway Restoration.  Includes Binder and Wearing Course, As Detailed.

SY

10

9-491

Milling of Asphalt Pavement Surfaces 1-1/2 Inch Depth (Milled Material to be Delivered to Owner.

SY

305

10-601

12 Inch N-12 HDPE Storm Sewer Piping, 0 – 6 Foot Depth.  Includes Excavation, Pipe Bedding, Fittings, and All Connections.

LF

348

11-605

2’x4’ Standard Type M Inlet Box, Frame and Grate (0 – 6 Foot Depth).  Includes Excavation and All Connections.

EA

2

12-605

2’x2’ Type M Inlet Box, Frame and Grate (0 – 6 Foot Depth).  Includes Excavation and All Connections.

EA

1

13-606

Grade Adjustment of Existing Miscellaneous Structures.

3

EA

14-610

4 Inch Pavement Underdrain Piping.  Includes Excavation, AASHTO No. 57 Coarse Aggregate Backfill, and Class 1 Geotextile.

LF

255

15-611

48 Inch Diameter Precast Concrete Sanitary Sewer Manhole (0 – 8 Foot Depth).  Includes Excavation, Pipe Bedding, Fittings, and All Connections.

EA

3

16-611

8 Inch SDR-35 PVC Sanitary Sewer Pipe (0 – 8 Foot Depth).  Includes Excavation, Pipe Bedding, Fittings, and All Connections.

LF

420

17-611

6 Inch SDR-35 PVC Sanitary Lateral Pipe (0 – 8 Foot Depth).  Includes Excavation, Pipe Bedding, Fittings, and All Connections.

LF

30

18-611

Bypass Pumping of Sewage Flows During Construction.

LS

JOB

19-676

4 Inch Depth Concrete Sidewalks, Ramps, and Driveway Approaches.

SY

240

20-676

Detectable Sidewalk Warning Surfaces.

SF

17

21-677

Gravel Driveway Restoration.

SY

270

22-703

PennDOT No. 2A Limestone Coarse Aggregate Backfill for Sanitary Sewers and Storm Sewers.

CY

600

23-802

Finish Grading, Topsoil, Placement, Soil Supplements, Seeding, Mulching and Fertilizer (All Disturbed Areas).

LS

JOB

24-901

Maintenance and Protection of Traffic.

LS

JOB

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