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

 

ContractorContact PersonBid Amount
Borough of Conway
801 First Avenue
Conway, PA  15027
Timothy AntolineN/A
S.E.T., Inc.
235 East Water Street
Lowellville, OH  44436-1273
Lindsey Sherrod
Mortimers Excavating, Inc.
523 Lapin Lane
Pulaski, PA  16143
Ron Mortimer
Jet Jack, Inc.
5020 Thoms Run Road
Oakdale, PA  15071
Blaine Popp
Rudzik Excavating, Inc.
P.O. Box 286
401 Lowellville Road
Struthers, OH  44471
Jim Tressa
W.M. Aiken and Son
P.O. Box 424
Mars, PA  16048
Leslie Brooks or Dustin Aiken
M. O’Herron Company
4002 Lorigan Street
Pittsburgh, PA  15224
Tonya Sweeney

 

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.DescriptionEstimated
Quantity
Unit
1.Mobilization, Bonds, Insurances, Shop Drawings, and Photo Documentation.JOBLS
2.Maintenance and Protection of Traffic on Borough of Conway Streets.JOBLS
3.Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer, and Erosion and Sedimentation Controls.JOBLS
4.Test Hole Excavation (As Directed).2EA
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.JOBLS
6.Dechlorination of All Planned and Unplanned Discharges.JOBLS
7.6 Inch C900 PVC Pipe and D. I. Fittings.360LF
8.Polywrap Pipe Encasement (D. I. Fittings Only).100LF
9.6 Inch Mechanical Joint Restraint (Megalug PVC to MJ).25EA
10.6 Inch External Bell Harness Joint Restraint.15EA
11.6 Inch Resilient Wedge Gate Valve, Box and Lid.6EA
12.Remove Existing Fire Hydrant Assembly and Valve.1EA
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.

JOBLS
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.

JOBLS
15.3/4 Inch Curb Valve, Box and Lid.1EA
16.3/4 Inch Type “K” Copper Tubing Service Line.10LF
17.3/4 Inch Corporation Valve and Service Saddle.1EA
18.Fire Hydrant Assembly Including 6 Inch Valve (As Detailed).1EA
19.Tracer Wire.400LF
20.Tracer Wire Test Station.2EA
21.Tracer Wire Grounding Anode.2EA
22.Tracer Wire Hydrant Access Box with Hydrant Flange.1EA
23.Concrete Pipe Encasement.5CY
24.Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix).20TON
25.Borough Road Asphalt Trench Pavement Restoration (As Directed).300SY
26.Mill Borough Road to 1-1/2 Inch Depth.900SY
27.Overlay Borough Road to 1-1/2 Inch Depth Asphalt Wearing Course.900SY
28.PennDOT No. 2A Coarse Aggregate Select Backfill.175CY
29.Concrete Sidewalk/Ramp Restoration.50SY
30.Detectable Warning Surface Restoration.8SF
31.Concrete Curb Restoration.80LF
32.Hot Thermoplastic Pavement Markings.  24 Inch Wide, White Crosswalk Lines with Glass Beads.72LF
NIRA Consulting Engineers, Inc.

950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970

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