Geyser Road Waterline Replacement
Project No: 16-842-91
Location: Robinson Township, Allegheny County, PA
Owner: The Municipal Authority of the Township of Robinson
Manager: Doug Evans
Estimated Cost: $400,000
*Corrected Figure
| Contractor | Contact Person | Bid Amount |
|---|---|---|
| The Municipal Authority of the Township of Robinson 4200 Campbells Run Road Pittsburgh, PA 15205 | Leo Gismondi | N/A |
| W. A. Petrakis 1501 Pontiac Court Export, PA 15632 | Joe Urban | $411,867.50 |
| Quigley Development, Inc. 103 Progress Lane Canonsburg, PA 15317 | Mike Handlow | $449,990.00 |
| Rudzik Excavating, Inc. P.O. Box 206 401 Lowellville Road Struthers, OH 44471 | Dan DiLoreto | $454,500.00 |
| Jet Jack, Inc. 5020 Thoms Run Road Oakdale, PA 15071 | Blaine Popp | $435,290.00 |
| Preferred Plumbing and Heating Solutions, LLC 246 Pittsburgh Grade Road Hookstown, PA 15050 | David Demor | $452,452.50 |
| S.E.T., Inc. 235 East Water Street Lowellville, OH 44436 | Lindsay Sherrod | $515,075.64 |
| Verardi Landscapes, LLC 2156 Poor Richards Lane Pittsburgh, PA 15237-4216 | Nicholas Verardi | $754,091.93* |
| N & N Landscaping, LLC 256 Gary Drive Sewickley, PA 15143 | Nate Nusskern | $432,688.89 |
| W. M. Aiken & Son Excavating P.O. Box 424 Mars, PA 16046 | Dustin Aiken | $465,276.50 |
Bid Advertisement
Sealed Bids are requested by the Municipal Authority of the Township of Robinson at 4200 Campbells Run Road, Pittsburgh, PA 15205 until 3:00 P.M. prevailing time, Thursday, May 7, 2026, for the Geyser Road 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.
All Bid Documents are available via email request to bids@niraengineers.com. Electronic bid documents are available for a $25.00 fee and printed bid documents are available for a $75.00 fee with an additional charge of $15.00 when shipping is requested. Checks are to be made payable to NIRA Consulting Engineers, Inc. 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 Municipal Authority of the Township of Robinson. Only bids from Contractors who have obtained documents directly from NIRA Consulting Engineers, Inc. will be accepted 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 the installation of 1,165 linear feet of 8 inch PVC waterline, two (2) fire hydrants, water main connections, gate valves, copper service line and valves, and surface restoration.
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. | 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, Walls and Planters, Clearing and Grubbing, and All Other Items Not Specified Herein. Also Includes All Materials, Labor and Equipment to Complete. | JOB | LS |
| 6. | Dechlorination of All Planned and Unplanned Discharges. | JOB | LS |
| 7. | 8 Inch C900 PVC Pipe and D.I. Fittings. | 1,165 | LF |
| 8. | 6 Inch C900 PVC Pipe and D.I. Fittings. | 40 | LF |
| 9. | Polywrap Pipe Encasement (D.I. Fittings Only, Size Varies). | 115 | LF |
| 10. | 8 Inch Mechanical Joint Restraint (Megalug PVC to MJ). | 40 | EA |
| 11. | 6 Inch Mechanical Joint Restraint (Megalug PVC to MJ | 10 | EA |
| 12. | 8 Inch External Bell Harness Joint Restraint. | 58 | EA |
| 13. | 6 Inch External Bell Harness Joint Restraint. | 1 | EA |
| 14. | 6 Inch Resilient Wedge Gate Valve, Box and Lid. | 1 | EA |
| 15. | Remove Existing Fire Hydrant Assembly and Valve. | 2 | EA |
| 16. | Geyser Road Waterline Connection No. 1 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. Also Includes All Costs Associated Working at Night. | JOB | LS |
| 17 | Geyser Road Waterline Connection No. 2 Sta. 11+62±. 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. Also Includes All Costs Associated Working at Night. | JOB | LS |
| 18. | PennDOT No. 2A Coarse Aggregate Limestone Backfill (In Pipe Trench and As Ordered By the Engineer). | 475 | CY |
| 19. | 3/4 Inch Corporation Valve and Service Saddle. | 2 | EA |
| 20. | 3/4 Inch Curb Valve, Box and Lid. | 2 | EA |
| 21. | 3/4 Inch Type “K” Copper Tubing Service Line. | 50 | LF |
| 22. | Fire Hydrant Assemble Including 6 Inch Valve. | 2 | EA |
| 23. | Abandon Existing Water Main Valve. | 1 | EA |
| 24. | Tracer Wire. | 1,200 | LF |
| 25. | Tracer Wire Test Station. | 3 | EA |
| 26. | Tracer Wire Grounding Anode. | 5 | EA |
| 27. | Tracer Wire Hydrant Access Box with Hydrant Flange. | 2 | EA |
| 28. | Storm Sewer Piping Replacements. (As Directed. Includes AASHTO No. 67 Pipe Bedding, Depth Varies.) | ||
| a. 18 Inch HDPE | 50 | LF | |
| b. 30 Inch HDPE | 50 | LF | |
| 29. | Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix Asphalt or H.E.S. Concrete Cap) (No Cold Patch). | 300 | SY |
| 30. | Township Road Trench Pavement Restoration. Includes 1.5 inch Asphalt Wearing Course, 3.5 Inch Asphalt Binder Course, and 5 Inch Asphalt Base Course (As Directed). | 550 | SY |
| 31. | 1-1/2 Inch Milling and Resurfacing of Township Roads. Includes Asphalt Wearing Course. (Milled Material to Be Retained by Contractor). | 2,900 | SY |
| 32. | Flowable Backfill of Abandoned Pipes. | 16 | CY |
NIRA Consulting Engineers, Inc.
950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970