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 |
NIRA Consulting Engineers, Inc.
950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970