10th Street Waterline Replacement

Project No: 13-211-79

Location: Conway, Beaver County, PA

Owner: Borough of Conway

Manager: Emile Ketterer

Estimated Cost: $230,000

*Contract Awarded July 21, 2024

Contractor	Contact Person	Bid Amount
Borough of Conway 801 First Avenue Conway, PA 15027	Timothy Antoline	N/A
S.E.T., Inc. 235 East Water Street Lowellville, OH 44436-1273	Lindsey Sherrod	$231,355.18
Mortimers Excavating, Inc. 523 Lapin Lane Pulaski, PA 16143	Ron Mortimer	*$186,424.00
Jet Jack, Inc. 5020 Thoms Run Road Oakdale, PA 15071	Blaine Popp	$202,475.00
Rudzik Excavating, Inc. P.O. Box 206 401 Lowellville Road Struthers, OH 44471	Jim Tressa	N/A
W.M. Aiken and Son P.O. Box 424 Mars, PA 16048	Leslie Brooks or Dustin Aiken	$235,605.00
M. O’Herron Company 4002 Lorigan Street Pittsburgh, PA 15224	Tonya Sweeney	$217,603.00

Bid Advertisement

Sealed Bids are requested by the Borough of Conway at 801 First Avenue, Conway, PA 15027 until 10:00 A.M. prevailing time, Friday, June 28, 2024 for the 10th Street Waterline Replacement. 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 Borough of Conway 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 $75.00. 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 Borough of Conway. 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

Work generally consists of waterline and service reconnection along 10th Street in Conway Borough, Beaver County, PA from 2nd Avenue to 3rd Avenue. The work includes 6 inch C900 PVC waterline, valves, service connections, fire hydrant installation, tracer wire system, surface restoration and traffic control.

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 on Borough of Conway Streets.	JOB	LS
3.	Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer, and Erosion and Sedimentation Controls.	JOB	LS
4.	Test Hole Excavation (As Directed).	2	EA
5.	Miscellaneous Incidental Work. Includes Landscaping, Removal and Reinstall Fencing, Guide Rails, Railings, Walls, and Planters, Clearing and Grubbing, and All Other Items Not Specified Herein. Includes All Materials, Labor and Equipment to Complete.	JOB	LS
6.	Dechlorination of All Planned and Unplanned Discharges.	JOB	LS
7.	6 Inch C900 PVC Pipe and D. I. Fittings.	360	LF
8.	Polywrap Pipe Encasement (D. I. Fittings Only).	100	LF
9.	6 Inch Mechanical Joint Restraint (Megalug PVC to MJ).	25	EA
10.	6 Inch External Bell Harness Joint Restraint.	15	EA
11.	6 Inch Resilient Wedge Gate Valve, Box and Lid.	6	EA
12.	Remove Existing Fire Hydrant Assembly and Valve.	1	EA
13.	2nd Avenue Waterline Connection Base Sta. 0+00±. As Detailed on the Construction Drawings and Technical Specifications or As Required by Actual Field Conditions. Includes All Labor, Tools, Equipment and Temporary Materials to Complete As Described in the Measurement and Payment Section of the Technical Specifications.	JOB	LS
14	3rd Avenue Waterline Connection Sta. 3+16±. As Detailed on the Construction Drawings and Technical Specifications or As Required by Actual Field Conditions. Includes All Labor, Tools, Equipment and Temporary Materials to Complete As Described in the Measurement and Payment Section of the Technical Specification.	JOB	LS
15.	3/4 Inch Curb Valve, Box and Lid.	1	EA
16.	3/4 Inch Type “K” Copper Tubing Service Line.	10	LF
17.	3/4 Inch Corporation Valve and Service Saddle.	1	EA
18.	Fire Hydrant Assembly Including 6 Inch Valve (As Detailed).	1	EA
19.	Tracer Wire.	400	LF
20.	Tracer Wire Test Station.	2	EA
21.	Tracer Wire Grounding Anode.	2	EA
22.	Tracer Wire Hydrant Access Box with Hydrant Flange.	1	EA
23.	Concrete Pipe Encasement.	5	CY
24.	Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix).	20	TON
25.	Borough Road Asphalt Trench Pavement Restoration (As Directed).	300	SY
26.	Mill Borough Road to 1-1/2 Inch Depth.	900	SY
27.	Overlay Borough Road to 1-1/2 Inch Depth Asphalt Wearing Course.	900	SY
28.	PennDOT No. 2A Coarse Aggregate Select Backfill.	175	CY
29.	Concrete Sidewalk/Ramp Restoration.	50	SY
30.	Detectable Warning Surface Restoration.	8	SF
31.	Concrete Curb Restoration.	80	LF
32.	Hot Thermoplastic Pavement Markings. 24 Inch Wide, White Crosswalk Lines with Glass Beads.	72	LF