Ohiopyle Drive Sewer Reconstruction

Project No: 35-221-96

Location: Plum Borough, Allegheny County, PA

Owner: Plum Borough Municipal Authority

Manager: Doug Evans

Estimated Cost: $482,000

Contract Awarded July 17, 2024

Contractor	Contact Person	Bid Amount
Plum Borough Municipal Authority 4555 New Texas Road Pittsburgh, PA 15239	Howard Theis	N/A
W. A. Petrakis Contracting, LLC 1501 Pontiac Court Export, PA 15632	Joe Urban	$393,009.00*
State Pipe Services, Inc. 7587 Franklin Road Cranberry Township, PA 16066	Tom Morris	$394,568.00
Curry & Kepple, Inc. 126 Ten School Road Alexandria, PA 15670	Anna Blystone	N/A
S & E Utility Contracting, Inc. 253 Waugaman Road Harrison City, PA 15636	Sandra Schmidt	N/A
Jet Jack, Inc. 5020 Thompson Run Road Oakdale, PA 15071	Blaine Popp	N/A

Bid Advertisement

Sealed Bids are requested by the Plum Borough Municipal Authority at 4555 New Texas Road, Pittsburgh, PA 15239 until 10:00 A.M. prevailing time, Thursday, July 11, 2024 for the Ohiopyle Drive Sewer Reconstruction. 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 Plum Borough Municipal 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 $80.00. 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 Plum Borough Municipal 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 consists of sanitary sewer and manhole replacement in the coincident location of the existing sanitary sewer and as shown on the bidding plans. The project includes pipe bursting, sewage bypass pumping and staying within the 20 foot sewer easement and public right-of-way.

Bid Schedule

Item No.	Description	Estimated Quantity	Unit
1.	Mobilization, Bonds, Insurances, Shop Drawings, Photo Documentation, and Construction Stakeout.	JOB	LS
2.	Erosion and Sedimentation Control. Includes Temporary Seeding (As Required) and Implementation, Maintenance and Removal (If Applicable) of All Erosion Control Devices and Practices as Shown on the Construction Drawings and Also Required by the Technical Specifications.	JOB	LS
3.	Bypass Pumping of Sewage Flows.	JOB	LS
4.	6 Inch PVC SDR-35 Lateral (Depth Varies). Complete In Place.	556	LF
5.	Standard 48 Inch Diameter Manhole, 8 Ft. Depth. Includes Frame, Cover, Pipe, Connections, and Appurtenances. Complete In Place.	4	EA
6.	Extra Depth 48 Inch Diameter Precast Concrete Manhole.	8	VF
7.	PennDOT No. 2A Coarse Aggregate Select Backfill (In Pipe Trench and As Ordered by the Engineers).	286	CY
8.	Pipe-Bursting – 8 Inch VCP to 8 Inch PVC/HDPE.	923	LF
9.	Reconnect Existing Laterals to New Main. (Includes All Material and Labor Necessary to Excavate, Install PVC Wye in New Main, Connect New PVC to Existing Lateral)	25	EA
10.	Placement of Fine Screened Topsoil to 6 Inch Depth.	193	SY
11.	Finish Grading, Seeding, Mulching, and Landscaping.	JOB	LS
12.	Miscellaneous Incidental Work. Includes Replacing Trees and Shrubs, Reinstall and/or Replace Fencing, Walls and Small Structures and All Other Items Not Specified Herein. Includes All Materials, Labor, and Equipment to Complete.	JOB	LS
13.	Temporary Asphalt Pavement (As Detailed).	10	TONS
14.	Borough Road Trench Pavement Restoration (As Detailed).	184	SY
15.	Borough Road Mill and Overlay (As Detailed, Includes Curb as Necessary).	3,280	SY
16.	Gravel Driveway Restoration (As Detailed).	12	SY
17.	Asphalt Driveway Restoration (As Detailed).	168	SY
18.	Concrete Driveway Restoration (As Detailed).	80	SY
19.	Test Hole Excavations.	3	EA
20.	Preconstruction CCTV Inspection of Sewers to Locate and Mark Lateral Locations.	JOB	LS
21.	Post Construction CCTV Inspection.	JOB	LS
22.	Storm Sewer Piping Replacements (As Directed. Includes AASHTO No. 57 Pipe Bedding, Depth Varies).
	a. 12 Inch HDPE N-12 Pipe.	50	LF
	b. 15 Inch HDPE N-12 Pipe.	50	LF