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
C H +N Site Construction, Inc.
2601 Rochester Road
Cranberry Township, PA  16066
Bob Tellish
Williams Excavation, LLC
6025 Schafer Drive
New Kensington, PA  15068
Dayne Williams
Lutterman Excavating, LLC
1813 State Route 819
Greensburg, PA  15601
Cody Waligursky
Nagy Construction & Asphalt Paving
4311 Sardis Road
Pittsburgh, PA  15239
Fred Bowes

 

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

NIRA Consulting Engineers, Inc.

950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970

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