Office and Upper EQ Driveway Replacement

Project No: 41-100-09

Location: Allegheny County, PA

Owner: Girty’s Run Joint Sewer Authority

Manager: Emile Ketterer

*Contract Awarded August 12, 2024

Contractor	Contact Person	Bid Amount
Girty’s Run Joint Sewer Authority 2236 Babcock Boulevard Pittsburgh, PA 15237	Chris Kephart	N/A
El Grande Industries, Inc. 1600 Meldon Avenue Donora, PA 15033	Joe Alvarez	$158,202.05
A. Folino Construction, Inc. 109 Dark Hollow Road Oakmont, PA 15139	Jess Gazzo	$157,658.92*

Bid Advertisement

Sealed Bids are requested by the Girty’s Run Joint Sewer Authority at the 2236 Babcock Boulevard, Pittsburgh, PA 15237 until 1:00 P.M. prevailing time, Wednesday, August 7, 2024 for the Office and Upper EQ Driveway Replacement. 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 Girty’s Run Joint Sewer Authority 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 $75.00. 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 Girty’s Run Joint Sewer Authority. 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No Bid or any part thereof shall be withdrawn by Bidder for a period of sixty (60) days subsequent to the Bid Opening.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 project generally includes all labor, material, equipment, and supervision required to construct the proposed driveway reconstruction shown on the Contract Drawings and as specified herein.

Bid Schedule

Item No.	Description	Estimated Quantity	Unit
1-203	Class 1 Excavation to 19.5 Inch Depth and Removal of Existing Subbase and Subgrade As Required to Install New Driveway.	560	CY
2-212	Class 4, Type A Geotextile.	1,033	SY
3-313	Superpave Asphalt Mixture Design, HMA Base Course, PG 64-22, 0-0.3 Million ESAL’s, 25mm Mix, 6 Inch Depth.	375	TON
4-350	Subbase Installation. Includes 12 Inch Depth of PennDOT No. 2A Coarse Aggregate (As Directed) for Base Repairs.	1.033	SY
5-413	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.	184	TON
6-491	Milling of Asphalt Pavement Surface, 1-1/2 Inch Depth (Milled Material to Be Retained By Contractor.)	998	SY
7-491	Milling of Asphalt Pavement Surface, 3 Inch Depth for Base Repairs (As Directed, Milled Material to Be Retained by Contractor).	50	SY
8-606	Grade Adjustments of Existing Miscellaneous Structures.	JOB	LS
9-608	Mobilization, Bonds, Insurances and Shop Drawings.	JOB	LS
10-901	Maintenance and Protection of Traffic.	JOB	LS
11-962	Waterborne Pavement Markings.	JOB	LS