Sanitary Sewer Replacement at Deborah Jane Drive

Sanitary Sewer Replacement at Deborah Jane Drive

Project No: 35-224-96

Location: Plum Borough, Allegheny County, PA

Owner: Plum Borough Municipal Authority

Manager: Doug Evans

Estimated Cost: $455,000

*Corrected Figure

Contractor	Contact Person	Bid Amount
Plum Borough Municipal Authority 4555 New Texas Road Pittsburgh, PA 15239	Howard Theis	N/A
D&M Contracting, Inc. 1868 Lions Club Road New Alexandria, PA 15670	Chris Gallick	$495,000.00
W.A. Petrakis Contracting, LLC 1501 Pontiac Court Export, PA 15632	Joe Urban	$417,736.75*
Jet Jack, Inc. 5020 Thoms Run Road Oakdale, PA 15071	Blaine Popp	N/A
Kukurin Contracting, Inc. 1169 Route 286 Export, PA 15632	Sandy Pulsifer	$496,694.00
M. O’Herron Company 4002 Lorigan Street Pittsburgh, PA 15224	Tanya Sweeney	$387,266.00
A. Merante Contracting, Inc. 4740 Streets Run Road Pittsburgh, PA 15236	Aimee Parquette	$476,955.50
Graziani Construction, Inc. 1050 Frew Mill Road New Castle, PA 16101	Fritz Graziani	$523,723.00
S&E Utility Contracting, Inc. 253 Waugaman Road Harrison City, PA 15636	Sandra Schmidt	$426,801.50

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, Tuesday, June 11, 2024 for the Sanitary Sewer Replacement at Deborah Jane Drive. 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 work generally includes all labor, tools, equipment, materials, transportation, and service necessary for the construction of 700 feet of 10 inch PVC pipe, seven (7) manholes, and associated work items, as detailed on the Construction Drawings.

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.	Maintenance and Protection of Traffic.	JOB	LS
5.	6 Inch PVC SDR-35 Lateral (Depth Varies). Complete In Place.	435	LF
6.	8 Inch PVC SDR-35 Pipe (0-8’ Depth). Complete In Place.	8	LF
7.	10 Inch PVC SDR-35 Pipe (0-8’ Depth). Complete In Place.	469	LF
8.	10 Inch PVC SDR-35 Pipe (8-10’ Depth). Complete In Place.	93	LF
9.	10 Inch PVC SDR-35 Pipe (10-12’ Depth). Complete In Place.	106	LF
10.	10 Inch PVC SDR-35 Pipe (12-14’ Depth). Complete In Place.	25	LF
11.	8”x8”x6” SDR-35 PVC Wye Fitting. Compete In Place.	1	EA
12.	10”x10”x6” SDR-35 PVC Wye Fitting. Compete In Place.	27	EA
13.	Standard 48 Inch Diameter Manhole, 8 Ft. Depth. Includes Frame, Cover, Pipe Connections, and Appurtenances. Complete In Place.	7	EA
14.	Extra Depth 48 Inch Diameter Precast Concrete Manhole.	10	VF
15.	PennDOT No. 2A Coarse Aggregate Select Backfill (In Pipe Trench and As Ordered By the Engineers).	354	CY
16.	Reconnect Existing Laterals to New Main.	28	EA
17.	Abandon Existing Manholes (As Detailed).	2	EA
18.	Placement of Fine Screened Topsoil to 6 Inch Depth.	84	SY
19.	Finish Grading, Seeding, Mulching, and Landscaping.	JOB	LS
20.	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
21.	Temporary Asphalt Pavement (As Detailed).	24	TONS
22.	Borough Road Trench Pavement Restoration (As Detailed).	482	SY
23.	Borough Road Mill and Overlay (As Detailed, Includes Curb As Necessary).	2,911	SY
24.	Gravel Road/Driveway Restoration (As Detailed).	50	SY
25.	Test Hole Excavations.	3	EA
26.	Pre-Construction CCTV Inspection of Sewers to Locate and Mark Lateral Locations.	JOB	LS
27.	Post-Construction Inspection to Confirm All Service Laterals are Reconnected Prior to Restoration.	JOB	LS
28.	Post-Construction CCTV Inspection.	JOB	LS