East Oakmont Site Improvements

Project No: 37-147-97-1

Location: Oakmont Borough, Allegheny County, PA

Owner: Oakmont Water Authority

Manager: Doug Evans

Estimated Cost: $479,000

Contractor	Contact Person	Bid Amount
Oakmont Water Authority P.O. Box 73 721 Allegheny Avenue Oakmont, PA 15139	James McCaskey	N/A
Ben Kramer Construction, Inc. 176 O’Neil Lane Pittsburgh, PA 15218	Ben Kramer
A. Liberoni, Inc. 459 Davidson Road Plum, PA 15239	Roni Spencer
Holbein, Inc. 445 Mill Street Freeport, PA 16229	Andrea Schriner
Independent Enterprises, Inc. 5020 Thoms Run Road Oakdale, PA 15071	Blain Popp
Dun Rite Construction and Paving, LLC 1151 Oaklake Road New Kensington, PA 15068	Michael Schreib
A. Folino Construction, Inc. 109 Dark Hollow Road Oakmont, PA 15139	Dino Folino
Moret Construction Co., Inc. 1071 Woodberry Road New Kensington, PA 15068	Andrew Moret
McCurley Houston Electric, Inc. 2429 Eastbrook Road New Castle, PA 16105	Jeff McCurley
S.E. Construction 3015 Pickering Run Road Marion Center, PA 15759	Brady Rising
S & E Utility Contracting, Inc. 253 Waugaman Road Harrison City, PA 15636	Sandra Schmidt

Bid Advertisement

Sealed Bids are requested by the Oakmont Water Authority at P.O. Box 73, 721 Allegheny Avenue, Oakmont, PA 15139 until 10:00 A.M. prevailing time, Thursday, April 17, 2025 for the East Oakmont Site Improvements. Bids will be opened publicly and read aloud immediately after the closing time for receipt of Bids.

A mandatory pre-bid meeting will be held at 10:00 A.M. on Thursday, April 10, 2025 at the project site at 384 Coxcomb Hill Road, Verona, PA 15147.

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 Oakmont Water 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 $100.00. 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 Oakmont Water 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 work generally consists of constructing a new asphalt driveway and parking lot. The work also includes site grading, storm sewer installation, stormwater detention, asphalt driveway and parking lot construction, various site improvements, and lighting installations. Work has been divided into two (2) contracts, General and Electrical, as described in the Contract Documents.

Bid Schedule

BID SCHEDULE – GENERAL

Item No.	Description	Estimated Quantity	Unit
1.	Mobilization, Bonds, Insurance, Shop Drawings and Photo Documentation.	JOB	LS
2.	Clearing, Grubbing, Demolition, and 6’ High Temporary Fencing (Includes All Incidental Demolition Items).	JOB	LS
3.	Test Hole Excavation for Utility Verification (As Directed).	2	EA
4.	Maintenance and Protection of Traffic During Construction.	JOB	LS
5.	Erosion and Sedimentation Control.	JOB	LS
6.	Finish Grading, Topsoil, Seeding, Soil Supplements, Mulching, and Fertilizer of Disturbed Areas.	JOB	LS
7.	Construction Surveying.	JOB	LS
8.	Site Excavation, Backfill, and Compaction. Includes All Cutting and Filling Required on the Site. Excess Material to be Legally Disposed of Off-Site by the Contractor.	JOB	LS
9.	PennDOT No. 2A Limestone Aggregate Subbase (8 Inch Depth).	1,410	SY
10.	Class 4, Type B Geotextile Fabric.	1,410	SY
11.	Stormwater Detention Tank. Includes All Excavation, Manholes/Risers, Frames and Grates, Anti-Seep Collar, Weir/Orifice Plate, AASHTO No. 57 Coarse Aggregate, PennDOT No. 2A Backfill, Geotextile Fabric, Piping, and All Other Appurtenances (As Detailed).	JOB	LS
12.	15 Inch N-12 Polyethylene Storm Sewer Piping. Includes Excavation, PennDOT No. 2A Limestone Backfill (In Pavement), AASHTO No. 57 Coarse Aggregate, Pipe Bedding, Connections, and All Other Items Needed to Install the Pipe Complete in Place.
	a. 0 – 4 Foot Depth.	2	LF
	b. 4 – 6 Foot Depth.	76	LF
	c. 6 – 8 Foot Depth.	56	LF
13.	Precast Concrete Inlet Box. Standard 2’x 4’ Inlet Box. 0 – 5 Foot Depth (As Detailed). Includes Frame and Grate and PennDOT No. 2A Limestone Backfill.	3	EA
14.	Precast Concrete Manhole. Includes Frame and Cover. 0 – 8 Foot Depth (As Detailed).	1	EA
15.	Extra Depth of 48 Inch Diameter Precast Concrete Manhole in Excess of 8 Ft Depth.	3.10	VF
16.	Grade Adjustment of Existing Miscellaneous Structures.	1	EA
17.	Pavement Underdrain Piping. Includes AASHTO No. 57 Limestone pipe Bedding and Backfill (As Detailed).	730	LF
18.	Class 1 Geotextile Fabric.	85	SY
19.	Reinforced Cement Concrete Curb. Includes AASHTO No. 57 Limestone Backfill (As Detailed).	310	LF
20.	4 Foot Tall Steel Bollard (As Detailed).	4	EA
21.	Concrete Pad Construction (As Detailed).	35	SY
22.	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).	125	TON
23.	Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix (3 Inch Depth).	250	TON
24.	Waterborne Pavement Markings (As Detailed).	JOB	LS
25.	6 Foot High Chain Link Fence with Barbed Wire (As Detailed).	290	LF
26.	6 Foot High, 26’ Wide Double-Swing Chain Link Vehicle Gate with Barbed Wire (As Detailed).	1	EA
27.	Site Landscaping (Per Landscape Plan).	JOB	LS
28.	Outdoor Pipe Storage Racks. Includes Furnishing and Installation of Specified Racks.	JOB	LS
29.	Dual Gate Operators.	JOB	LS

Bid Schedule

BID SCHEDULE – ELECTRICAL

Item No.	Description	Estimated Quantity	Unit
1.	Mobilization, Bonds, Insurance, Shop Drawings, and Coordination.	JOB	LS
2.	Selective Electrical Demolition.	JOB	LS
3.	Electrical Service Entrance Revisions.	JOB	LS
4.	Parking Lot Pole Lights.	JOB	LS
5.	Building Mounted Lights.	JOB	LS
6.	Dual Gate Operator Electric.	JOB	LS
7.	Project Closeout and Record Documents.	JOB	LS