Smith Lane Repaving

Project No: 47-39-15

Location: Thornburg, Allegheny County, PA

Owner: Borough of Thornburg

Manager: Clint Reilly

Estimated Cost: $90,000

*Contract Awarded July 11, 2025

Contractor	Contact Person	Bid Amount
Borough of Thornburg 545 Hamilton Road Pittsburgh, PA 15205	Kristina Szmul	N/A
El Grande Industries, Inc. 1600 Meldon Avenue Donora, PA 15033	Robin Weiss	$70,511.40 BB* $2,664.80 BB Yale*
C.H. & D. Enterprises, Inc. 100 Brady Place New Stanton, PA 15672	Darlene Salyers	$112,270.00 BB $19,172.20 BB Yale
Mele & Mele & Sons, Inc. One Mele Place Braddock, PA 15104	April Schwalb	N/A
A. Folino Construction, Inc. 109 Dark Hollow Road Oakmont, PA 15139	Jess Grazzo	$86,110.64 BB $3,395.81 BB Yale
BB = Base Bid BB Yale = Base Bid Yale Road

Bid Advertisement

Sealed Bids are requested by the Borough of Thornburg. Bids will be received by the Borough’s Consulting Engineer, NIRA Consulting Engineer, Inc. at 950 Fifth Avenue, Coraopolis, PA 15108 until 4:00 P.M. prevailing time, Wednesday, July 2, 2025 for the Smith Lane Repaving. 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 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 $60.00. 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. All requests for documents via email should be sent to mail@niraengineers.com along with a copy of the signed check. 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 Thornburg. 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).

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 work generally includes, but is not necessarily limited to, providing all supervision, labor, material and equipment required to complete the asphalt milling and resurfacing of Borough roads or portions thereof, as herein specified and/or directed by the Engineer or Owner.

Bid Schedule

Base Bid Schedule

Item No.	Description	Estimated Quantity	Unit
1-203	Class 1 Excavation, Includes Removal of Existing Asphalt Pavement and Subbase Material (Full Depth Base Repair Areas).	40	CY
2-212	Class 4 Geotextile Fabric (Full Depth Base Repair Areas).	115	SY
3-413	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).	265	TON
4-413	Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix (3 Inch Depth) (Base Repair, As Directed).	40	TON
5-350	8 Inch Depth Coarse Aggregate Subbase (Full Depth Base Repair Areas).	115	SY
6-491	Mill Roadway to 1-1/2 Inch Depth (Milled Material to be Retained by Contractor).	2,187	SY
7-491	Milling of Asphalt Pavement Surfaces (3 Inch Depth) (Base Repair, As Directed) (Milled Material to be Retained by Contractor).	220	SY
8-601	10 Inch Ductile Iron Pipe Storm Sewer.	10	LF
9-606	Grade Adjustment of Existing Miscellaneous Structures.	5	EA
10-608	Mobilization, Bonds, Insurances, and Shop Drawings.	JOB	LS
11-703	PennDOT No. 2A Coarse Limestone Aggregate Backfill Behind New Asphalt (As Directed) and Storm Pipe Backfill.	30	TON
12-802	Finish Grading, Topsoil, Seeding, and Mulching. Included Filling Behind New Asphalt with Topsoil, Seed, and Mulch.	JOB	LS
13-901	Maintenance and Protection of Traffic.	JOB	LS

Bid Schedule

Base Bid Schedule – Yale Road Schedule

Item No.	Description	Estimated Quantity	Unit
2-491	Mill Roadway to 1-1/2 Inch Depth (Milled Material to be Retained by Contractor).	99	SY
3-608	Mobilization, Bonds, Insurances, and Shop Drawings.	JOB	LS
4-802	Finish Grading, Topsoil, Seeding and Mulching. Includes Filling Behind New Asphalt with Topsoil, Seed, and Mulch.	JOB	LS
5-901	Maintenance and Protection of Traffic.	JOB	LS