11th Street Waterline Replacement

Project No:

13-202-79

Location:

Conway, Beaver County, PA

Owner:

Borough of Conway

Manager:

Emile Ketterer

Contractor	Contact Person	Bid Amount
Borough of Conway 801 First Avenue Conway, PA 15027	Timothy Antoline	N/A
Boney Construction 17695 Route 286 Saltsburg, PA 15681	TJ Boney
Rudzik Excavating, Inc. P.O. Box 206 Struthers, OH 44471	Jim Tressa
Mortimer’s Excavating, Inc. 523 Lapin Lane Pulaski, PA 16143	Cherie Schooley
Jet Jack, Inc. 5020 Thoms Runs Road Oakdale, PA 15071	Blaine Popp
Stefanik’s Generation Contracting 2267 Todd Road Aliquippa, PA 15001	JJ Stefanik
S.E.T., Inc. 235 East Water Street Lowellville, OH 44436	Moussa Bittar

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, November 10, 2023 for the 11th 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 $100.00. 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

The work generally consists of night-time installation, due to current Pennsylvania Department of Transportation (PennDOT) restrictions, of waterline and service reconnection along 11th Street in Conway Borough, Beaver County, PA from 2nd Avenue to 5th Avenue. The work also includes the installation of 800 linear feet of 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
BASE BID SCHEDULE
1.	Mobilization, Bonds, Insurances, Shop Drawings, and Photo Documentation. Includes Construction Costs Associated with Working at Night.	JOB	LS
2.	Maintenance and Protection of Traffic.	JOB	LS
3.	Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer, and Erosion and Sedimentation Controls.	JOB	LS
4.	Test Hole Excavation (As Directed).	8	EA
5.	Miscellaneous Incidental Work. Includes Landscaping, Removal and Reinstall Fencing, Guide Rails, 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.	810	LF
8.	Polywrap Pipe Encasement (D. I. Fittings Only).	175	LF
9.	6 Inch Mechanical Joint Restraint (Megalug PVC to MJ).	55	EA
10.	6 Inch External Bell Harness Joint Restraint.	20	EA
11.	6 Inch Resilient Wedge Gate Valve, Box and Lid.	3	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 Material to Complete As Described in the Measurement and Payment Section of the Technical Specifications.	JOB	LS
14	3rd Avenue Waterline Connection Sta. 3+13±. 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.	4th Avenue South Waterline Connection Sta. 4+77±. 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
16.	4th Avenue North Waterline Connection Sta. 6+21±. 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
17.	5th Avenue Waterline Connection Sta. 7+57±. 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
18.	3/4 Inch Curb Valve, Box and Lid.	12	EA
19.	3/4 Inch Type “K” Copper Tubing Service Line.	200	LF
20.	3/4 Inch Corporation Valve and Service Saddle.	27	EA
21.	Fire Hydrant Assembly Including 6 Inch Valve (As Detailed).	1	EA
22.	Tracer Wire.	820	LF
23.	Tracer Wire Test Station.	2	EA
24.	Tracer Wire Grounding Anode.	3	EA
25.	Tracer Wire Hydrant Access Box with Hydrant Flange.	1	EA
26.	Abandon Existing Water Main Valve.	4	EA
27.	Concrete Pipe Encasement.	3	CY
28.	Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix).	20	TON
29.	State Road Asphalt Trench Pavement Restoration (As Directed).	530	SY
30.	Mill State Road to 1-1/2 Inch Depth.	1,100	SY
31.	Overlay State Road to 1-1/2 Inch Depth Asphalt Wearing Course.	1,100	SY
32.	PennDOT No. 2A Coarse Aggregate Select Backfill.	400	CY
33.	Concrete Sidewalk/Ramp/Pavement Restoration.	375	SY
34.	Detectable Warning Surface Restoration.	95	SF
35.	Concrete Curb Restoration.	30	LF
MANDATORY ADD-ON ALTERNATE BID NO. 1 SCHEDULE
1A.	2nd Avenue Waterline Connection (Alternate) – Costs In Addition to Base Bid Item No. 13 Sta. 0+00±. Additional Costs to Construct 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
2A.	6 Inch Resilient Wedge Gate Valve, Box and Lid.	3	EA
3A.	6 Inch Mechanical Joint Restraint (Megalug PVC to MJ).	15	EA