Crestview Drive Sewer Repair

Project No: 35-231-96

Location: Plum Borough, Allegheny County, PA

Owner: Plum Borough Municipal Authority

Manager: Doug Evans

Estimated Cost: $400,000

*Contract Awarded October 22, 2025

Contractor	Contact Person	Bid Amount
Plum Borough Municipal Authority 4555 New Texas Road Pittsburgh, PA 15239	Howard Theis	N/A
M. O’Herron Company 4002 Lorigan Street Pittsburgh, PA 15224	Tawnya Sweeney	N/A
A. Merante Contracting 4740 Streets Run Road Pittsburgh, PA 15236	Emily Booth	N/A
Insight Pipe Contracting, LLC 232 E. Lancaster Road Harmony, PA 16037	Lindsay Austin	N/A
A. Liberoni, Inc. 459 Davidson Road Plum, PA 15239	Roni Spencer	$530,382.50
Curry & Kepple, Inc. 126 Ten School Road New Alexandria, PA 15670	Anna Blystone	N/A
DemEx, LLC 1256 Plfugh Road Butler, PA 16001	Jess Brenckle	N/A
W. A. Petrakis Contracting, LLC 1501 Pontiac Court Export, PA 15632	Joe Urban	$507,803.50*
Vortex Companies 18150 Imperial Valley Drive Houston, TX 77060	Chase Smith	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, October 16, 2025 for the Crestview Drive Sewer Repairs. 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.

All Bid Documents are available via email request to bids@niraengineers.com. Electronic bid documents are available for a $25.00 fee and printed bid documents are available for a $75.00 fee with an additional charge of $15.00 when shipping is requested. Checks are to be made payable to NIRA Consulting Engineers, Inc. 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 bids from Contractors who have obtained documents directly from NIRA Consulting Engineers, Inc. will be accepted 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 as shown on the bidding plans. The project includes cured-in-place pipe lining of 802 linear feet of 8 inch pipe, 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.	Bypass Pumping of Sewage Flows.	JOB	LS
3.	Miscellaneous Incidental Work. Includes Removal, 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
4.	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
5.	Maintenance and Protection of Traffic.	JOB	LS
6.	Test Hole Excavations.	6	EA
7.	Install Outside Drop Connections to Manholes.	2	EA
8.	Placement of Fine Screened Topsoil to 6 Inch Depth.	263	SY
9.	8 Inch Cured-In-Place Pipe (CIPP). Includes Cleaning, Root Removal, Pre and Post Lining CCTV Inspections.	602	LF
10.	6 Inch PVC SDR-35 Lateral Pipe (Depth Varies). Complete In Place.	317	LF
11.	8 Inch PVC SDR-35 (Depth 0’ – 8’). Complete in Place.	100	LF
12.	8 Inch PVC SDR-35 (Depth 8’ – 10’). Complete in Place.	394	LF
13.	8 Inch PVC SDR-35 (Depth 10’ – 12’). Complete in Place.	205	LF
14.	Hydrophilic Waterstops at Manholes.	5	EA
15.	Service Lateral Cut Outs.	7	EA
16.	Cut Back Intruding Break-In Connections.	2	EA
17.	Connect New Pipe to Existing Lateral.	16	EA
18.	Mobilization/Setup and Testing for Grouting (Per Pipe Segment).	3	EA
19.	Prime Resin Acrylamide Grout (At Failed Laterals and Mainline Joints).	75	GAL
20.	Standard 48 Inch Diameter Manhole, 8 Ft. Depth. Includes Frame, Cover, Pipe, Connections, and Appurtenances. Complete In Place.	6	EA
21.	Extra Depth 48 Inch Diameter Precast Concrete Manhole.	8	VF
22.	Borough Road Trench Pavement Restoration (As Detailed).	350	SY
23.	Borough Road Mill and Overlay (As Detailed).	2,060	SY
24.	Gravel Driveway Restoration (As Detailed).	27	SY
25.	Asphalt Driveway Restoration (As Detailed).	74	SY
26.	Concrete Driveway Restoration (As Detailed).	19	SY
27.	PennDOT No. 2A Coarse Aggregate Select Backfill (In Pipe Trench and As Ordered by the Engineers).	576	CY
28.	Temporary Asphalt Pavement.	36	TON
29.	Finish Grading, Seeding, Mulching and Landscaping.	JOB	LS