2025 Sewer Lining and Rehabilitation

Project No: 75-24-23

Location: Wilkinsburg, Allegheny County, A

Owner: Borough of Wilkinsburg

Manager: Sarah Boyce

Estimated Cost: $1,450,000

Addendum No. 1 Issued December 13, 2024 Changing the Bid Date to January 6, 2025 at 12:00 PM

Contractor	Contact Person	Bid Amount
Borough of Wilkinsburg 605 Ross Avenue Wilkinsburg, PA 15221	John Antinori
Advanced Pipe Technologies 4740 Streets Run Road Pittsburgh, PA 15236	Amiee Parquette
State Pipe Services, Inc. 7587 Franklin Road Cranberry Township, PA 16066	Valorie Burns
Aegion/Insituform Technologies, Inc. 450 Imperial Industrial Park Drive Oakdale, PA 15071 709 E. Ordinance Road, Ste. 501 Baltimore, MD 21226	Chris Hulse
Insight Pipe Contracting, LLC 232 East Lancaster Road Harmony, PA 16037	Robert Carpenter
Jet Jack, Inc. 5020 Thoms Run Road Oakdale, PA 15071	Blaine Popp

Bid Advertisement

Sealed Bids are requested by Wilkinsburg Borough at 605 Ross Avenue, Wilkinsburg, PA 15221 until 12:00 P.M. prevailing time, Tuesday, December 17, 2024 for the 2025 Sewer Lining and Rehabilitation. 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 Wilkinsburg 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 $70.00. 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 Wilkinsburg 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

The work generally consists of the installation of 22,412 LF of sanitary sewer lining of various sizes within Wilkinsburg Borough. The work also includes the installation or replacement of ten (10) new manholes and six (6) open cut trench spot repairs.

Bid Schedule

Item No.	Description	Estimated Quantity	Unit
1.	Mobilization, Bonds, Insurances, Shop Drawings, Photo Documentation, Construction Stake-Out, and Utility Meetings.	JOB	LS
2.	Bypass Pumping of Sewage Flows.	JOB	LS
3.	Maintenance and Protection of Traffic.	JOB	LS
4.	Coordinate Work with Wilkinsburg Borough, Residents, and Businesses.	JOB	LS
5.	8 Inch Cured-In-Place (CIPP). Includes Cleaning, Root Removal, and Pre and Post Lining CCTV Inspections.	13,160	LF
6.	10 Inch Cured-In-Place (CIPP). Includes Cleaning, Root Removal, and Pre and Post Lining CCTV Inspections.	6,210	EA
7.	12 Inch Cured-In-Place (CIPP). Includes Cleaning, Root Removal, and Pre and Post Lining CCTV Inspections.	2,980	EA
8.	24 Inch Cured-In-Place (CIPP). Includes Cleaning, Root Removal, and Pre and Post Lining CCTV Inspections.	62	EA
9.	Hydrophilic Waterstops at Manholes (Required at All Manholes).	111	EA
10.	Service Lateral Cut-Outs.	350	EA
11.	Cut Back Intruding Break-In Connections.	50	EA
12.	Open Cut Remove and Replace 8 Inch PVC Pipe, 8 – 13 Foot Depth.	225	LF
13.	Reconnect to Existing 8 Inch Pipe.	8	EA
14.	Open Cut Remove and Replace 10 Inch PVC Pipe, 8 – 13 Foot Depth.	92	LF
15.	Reconnect to Existing 10 Inch Pipe.	2	EA
16.	Open Cut Remove and Replace 12 Inch PVC Pipe, 8 – 13 Foot Depth.	55	LF
17.	Reconnect to Existing 12 Inch Pipe.	4	EA
18.	Complete Removal and Replacement of Precast 48 Inch Diameter Manhole 8 Foot Depth. Includes 100% PennDOT No. 2A Coarse Aggregate Backfill (In Paved Areas). All Pipe Connections, and Frame and Cover (Complete In Place).	2	EA
19.	Extra Depth of 48 Inch Diameter Precast Concrete Manhole. Includes 100% PennDOT No. 2A Coarse Aggregate Backfill (In Paved Areas).	6	VF
20.	Complete Removal of Flusher Manhole and Replacement of Precast 48 Inch Diameter Manhole 8 Foot Depth. Includes 100% PennDOT No. 2A Coarse Aggregate Backfill (In Paved Areas). All Pipe Connections, and Frame and Cover (Complete In Place).	6	EA
21.	Extra Depth of 48 Inch Diameter Precast Concrete Manhole. Includes 100% PennDOT No. 2A Coarse Aggregate Backfill (In Paved Areas).	48	VF
22.	Complete 48 Inch Diameter Manhole 8 Foot Depth. Includes 100% PennDOT No. 2A Coarse Aggregate Backfill (In Paved Areas). All Pipe Connections, and Frame and Cover (Complete In Place).	2	EA
23.	Extra Depth of 48 Inch Diameter Precast Concrete Manhole. Includes 100% PennDOT No. 2A Coarse Aggregate Backfill (In Paved Areas).	8	VF
24.	Asphalt Pavement Restoration.	540	SY
25.	Brick Roadway Restoration.	32	SY
26.	Concrete Sidewalk Restoration.	20	SY
27.	Concrete Curb Restoration.	15	LF
28.	Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, and Fertilizer.	JOB	LS
29.	Waterborne Pavement Markings (Restore Disturbed Line Striping and Markings).	JOB	LS