Garfield Street/Chestnut Street Storm Sewer Rehabilitation

Garfield Street/Chestnut Street Storm Sewer Rehabilitation

Project No: 01-215-94

Location: Harrison Township, Allegheny County, PA

Owner: Harrison Township

Manager: Don Trant

*Corrected Figure

**Contract Awarded June 25, 2026

Contractor	Contact Person	Bid Amount
Harrison Township P.O. Box 376 One Municipal Drive Natrona Heights, PA 15065	Amy Rockwell	N/A
Ron Gillette, Inc. 900 Olive Avenue Natrona Heights, PA 15065-1966	Susan Gillette	N/A
State Pipe Services, Inc. 7587 Franklin Road Cranberry Township, PA 16066	Tom Morris	$172,387.00 B $57,400 A1 $9,540.00 A2
Robinson Pipe Cleaning Company 2656 Idlewood Road Pittsburgh, PA 15205	Jake Butter	$116,670.00 B* $23,585.00 A1* $15,900.00 A2*
Hill Top Paving, Inc. 1 Presto Sygan Road Presto, PA 15142	Brian O’Donnell	N/A
N & N Landscaping, LLC 266 Gary Drive Sewickley, PA 15143	Nate Nusskern	$397,836.57* B $28,930.00 A1 $22,699.90 A2
B=Base Bid A1=Alternate No. 1 A2=Alternate No. 2

Bid Advertisement

Sealed Bids are requested by the Harrison Township Board of Commissioners at One Municipal Drive, P.O. Box 376, Natrona Heights, PA 15065 until 4:00 P.M. prevailing time, Wednesday, June 17, 2026 for the Garfield Street/Chestnut Street Storm Sewer Rehabilitation. Bids will be opened publicly and read aloud immediately after the closing time for receipt of Bids.

A Non-Mandatory Prebid Meeting will be held on Tuesday, June 9, 2026 at 10:00 AM at 113 Chestnut Street, Natrona Heights.

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 $60.00 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 Harrison Township. 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 involves work within Norfolk Southern Railroad right-of-way. A Non-Environmental Right of Entry Permit (Permit) for working within the Norfolk Southern Railroad right-of-way is required. The Permit will be acquired by Harrison Township. Any work within the Norfolk Southern Railroad right-of-way cannot proceed until the Permit is acquired and a Norfolk Southern Railroad Representative is available to be present on-site for the duration of the work within the Norfolk Southern Railroad right-of-way. All work within the Norfolk Southern Railroad right-of-way must be complete within thirty (30) days of the issuance of the Permit and the availability/presence of the on-site Norfolk Southern Railroad personnel.

The work generally consists of providing all labor, material, equipment and supervision to complete the removal and disposal of silt, debris, vegetation, soil, rock, or any type of blockage inside the 60 inch pipe culvert to provide maximum drainage capacity and all other miscellaneous work, as shown on the Contract Drawings and as specified herein.

Bid Schedule

BASE BID SCHEDULE

Item No.	Description	Estimated Quantity	Unit
1.	Mobilization, Bonds, Insurances, Shop Drawings, and Photo Documentation.	JOB	LS
2.	Maintenance and Protection of Traffic.	JOB	LS
3.	Clean Out Inlet #2048 and 18 Inch Storm Pipe to Existing 60 Inch Storm Culvert.	JOB	LS
4.	Cleaning of 60 Inch Concrete Pipe Culvert. Remove and Dispose of All Silt, Debris, Vegetation, Soil, Rock, Or Any Type of Blockage to Provide Maximum Drainage Capacity.
	a. From Manhole Q-31 to Manhole Q-32.	371	LF
	b. From Manhole Q-32 to NSCB.	102	LF
	c. From NSCB to Manhole Q-33.	31	LF
5.	CCTV Inspection of 48 Inch Storm Sewer Pipe.	178	LF
6.	CCTV Inspection of 60 Inch Concrete Pipe Culvert.	504	LF
7.	Provision of Reports and DVD Disks/USB Flash Drive.	JOB	LS
8.	Demolition and Removal of Existing Concrete Wall and Curbing.	12	SF
9.	Provide and Install 8”x8”x8’ Pressure Treated Lumber (As Per Detail).	1	EA
10.	Provide and Install Bicycle Safe Inlet Grate, C.I. 24”x48” and Frame.	1	SET
11.	Milling of Asphalt Pavement Surface, 2 Inch Depth. Milled Material to be Retained by Contractor.	18	SY
12.	Superpave Asphalt Mixture Design, HMA Wearing Course, PG 64-22, 0-0.3 Million ESAL’s, 9.5mm Mix, SRL-L.	21	SY
13.	Install Cast-In-Place Concrete Riser (As Per Detail).	JOB	LS
14.	Remove Existing Asphalt Base/Top Material. Provide and Install Concrete Road Base (As Per Detail).	1.2	CY

Alternate Bid Schedule

ADD-ON ALTERNATE NO. 1 BID SCHEDULE

Item No.	Description	Estimated Quantity	Unit
A1.1	Cleaning of 18 Inch Sewer Line.	5	LF
A1.2	Cleaning of 24 Inch Sewer Line.	431	LF
A1.3	CCTV 18 Inch Sewer Line.	5	LF
A1.4	CCTV 24 Inch Sewer Line.	431	LF
A1.5	Fill Existing 18 Inch Sewer Line from Manhole Q-29 to End of Pipe with Concrete. (Approximately 1.5 CF)	JOB	LS