2025 Road Program

Project No: 43-53-11

Location: Sewickley, Allegheny County, PA

Owner: Sewickley Hills Borough

Manager: Emile Ketterer

Estimated Cost: $500,000

Contractor	Contact Person	Bid Amount
Sewickley Hills Borough 349 Magee Road Sewickley, PA 15143	Joseph H. Hajnas	N/A

Bid Advertisement

Sealed Bids are requested by the Sewickley Hills Borough at the 349 Magee Road, Sewickley, PA 15143 until 11:00 A.M. prevailing time, Thursday, May 8, 2025 for the 2025 Road Program. 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 Sewickley Hills Borough 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 $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. 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 Sewickley Hills Borough. 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No Bid or any part thereof shall be withdrawn by Bidder for a period of sixty (60) days subsequent to the Bid Opening.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

Work includes reconstruction of two (2) local roads. Included in the Contract are items such as, excavation, subbase repairs, binder course, wearing course, traffic control, and restoration of disturbed area.

Bid Schedule

CANTER DRIVE BASE BID

Item No.	Description	Estimated Quantity	Unit
1-203	Class 1 Excavation to 12.5 Inch Depth and Removal of Existing Subbase and Subgrade As Required to Install New Asphalt and Subbase.	1,612	CY
2-212	Class 4, Type A Geotextile.	4,642	SY
3-313	Superpave Asphalt Mixture Design HMA Base Course, PG 64-22, <0.3 Million ESAL’s, 25mm Mix.	1,404	TON
4-350	Subbase Installation. Includes 6 Inch Depth of PennDOT No. 2A Coarse Aggregate Limestone.	4,642	SY
5-413	Superpave Asphalt Mixture Design HMA Fine-Graded Wearing Course, PG 64-22, <0.3 Million ESAL’s, PG 64-22, 9.5mm Mix, SRL-E.	421	TON
6-606	Grade Adjustment of Existing Miscellaneous Structures.	9	EA
7-608	Mobilization, Bonds, Insurances, and Shop Drawings.	JOB	LS
8-802	Finish Grading, Topsoil, Seeding, Mulching. Includes Filling Behind Asphalt Curbing.	JOB	LS
9-901	Maintenance and Protection of Traffic.	JOB	LS

Alternate Bid Schedule

TROTTER CIRCLE ALTERNATE BID

Item No.	Description	Estimated Quantity	Unit
1-203	Class 1 Excavation to 12.5 Inch Depth and Removal of Existing Subbase and Subgrade As Required to Install New Asphalt and Subbase.	663	CY
2-212	Class 4, Type A Geotextile.	1,910	SY
3-313	Superpave Asphalt Mixture Design HMA Base Course, PG 64-22, <0.3 Million ESAL’s, 25mm Mix.	578	TON
4-350	Subbase Installation. Includes 6 Inch Depth of PennDOT No. 2A Coarse Aggregate Limestone.	1,910	SY
5-413	Superpave Asphalt Mixture Design HMA Fine-Graded Wearing Course, PG 64-22, <0.3 Million ESAL’s, PG 64-22, 9.5mm Mix, SRL-E.	173	TON
6-606	Grade Adjustment of Existing Miscellaneous Structures.	3	EA
7-608	Mobilization, Bonds, Insurances, and Shop Drawings.	JOB	LS
8-802	Finish Grading, Topsoil, Seeding, Mulching. Includes Filling Behind Asphalt Curbing.	JOB	LS
9-901	Maintenance and Protection of Traffic.	JOB	LS