Steubenville Pike Waterline Replacement
Project No: 16-834-91
Location: Robinson Township, Allegheny County, PA
Owner: The Municipal Authority of the Township of Robinson
Manager: Doug Evans
Estimated Cost: $2,200,000
Addendum No. 1 Issued and Emailed January 28, 2026
Addendum No. 2 Issued and Emailed February 2, 2026
*Contract Awarded February 13, 2026
| 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 Contracting, LLC 1501 Pontiac Court Export, PA 15632 | Joe Urban | N/A |
| Casper Colosimo & Son, Inc. 5170 Campbells Run Road Pittsburgh, PA 15205 | Greg LoPinto | $2,563,145.00* |
| Fryer Excavating, Inc. 338 Concord Church Road Beaver Falls, PA 15010 | Mike Engle | N/A |
| Rudzik Excavating, Inc. 401 Lowellville Road P.O. Box 206 Struthers, OH 44471 | Ryan Bedlion | N/A |
| S.E.T., Inc. 235 E. Water Street Lowellville, OH 44436 | Moussa Bitter | N/A |
| Wilson Excavating and Utility Construction, LLC 1807 Shenango Road New Galilee, PA 16141 | Nicole Natale | $2,785,625.50 |
| Alex E. Paris Contracting Company, Inc. P.O. Box 369 1595 Smith Township State Road Atlasburg, PA 15004-0369 | Todd Bogar | N/A |
| Frank J. Zottola Construction, Inc. 595 Pittsburgh Road Butler, PA 16002 | Regan Thompson | N/A |
| C & R Directional Boring, LLC 15452 Rockton Mt. Highway Clearfield, PA 16830 | Heather Cutler | N/A |
| Jet Jack, Inc. 5020 Thoms Run Road Oakdale, PA 15071 | Blaine Popp | $2,988,137.50 |
| Golden Triangle Construction, Inc. 8555 Old Steubenville Pike Imperial, PA 15126 | Michael Casciato | $4,790,777.50 |
| J.S. Bova Excavating, LLC 235 State Street P.O. Box 296 Structhers, OH 44471 | Cody Bova | N/A |
| Niando Construction, Inc. 620 Long Road Pittsburgh, PA 15235 | Anthony Montalto | N/A |
| Cronin Enterprises Civil & Rail Division 667 Route 30 Imperial, PA 15126 | Chandler Lawrence | $2,667,161.82 |
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, February 5, 2026, for the Steubenville Pike 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 $100.00 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 4,735 linear feet of 12 inch PVC waterline, seven (7) fire hydrants, water main connections, gate valves, copper service lines 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. Includes All Items Pertaining to the Approved PennDOT Highway Occupancy Permit and Restoration of Traffic Signal Vehicle Detection Wires. | JOB | LS |
3. | Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching, Fertilizer, and Erosion and Sedimentation Controls. | JOB | LS |
4. | Test Hole Excavation (As Directed). | 15 | 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. | 12 Inch C900 PVC Pipe and D.I. Fittings. | 4,735 | LF |
8. | 8 Inch C900 PVC Pipe and D.I. Fittings. | 20 | LF |
9. | 6 Inch C900 PVC Pipe and D.I. Fittings. | 170 | LF |
10. | Polywrap Pipe Encasement (D.I. Fittings Only. Size Varies). | 4,925 | LF |
11. | 12 Inch Mechanical Joint Restraint (Megalug PVC to MJ). | 100 | EA |
12. | 8 Inch Mechanical Joint Restraint (Megalug PVC to MJ). | 10 | EA |
13. | 6 Inch Mechanical Joint Restraint (Megalug PVC to MJ). | 35 | EA |
14. | 12 Inch External Bell Harness Joint Restraint. | 235 | EA |
15. | 8 Inch External Bell Harness Joint Restraint. | 5 | EA |
16. | 6 Inch External Bell Harness Joint Restraint. | 8 | EA |
17. | 12 Inch Resilient Wedge Gate Valve Box and Lid. | 11 | EA |
18. | 8 Inch Resilient Wedge Gate Valve Box and Lid. | 1 | EA |
19. | 6 Inch Resilient Wedge Gate Valve Box and Lid. | 2 | EA |
20. | Remove Existing Fire Hydrant Assembly and Valve. | 7 | EA |
21. | Steubenville Pike Waterline Connection 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 with Working at Night. | JOB | LS |
22. | Sunset Drive Waterline Connection Sta. 10+10±. 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 with Working at Night. | JOB | LS |
23. | Tidball Road Waterline Connection Sta. 14+82±. 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 with Working at Night. | JOB | LS |
24. | Waterford Drive Waterline Connection Sta. 19+17±. 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 with Working at Night. | JOB | LS |
25. | Midas Auto Waterline Connection Sta. 42+42±. 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 with Working at Night. | JOB | LS |
26. | Churchill Road Waterline Connection Sta. 45+92±. 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 with Working at Night. | JOB | LS |
27. | PennDOT Coarse Aggregate Limestone Backfill (In Pipe Trench and As Ordered By the Engineer). | 2,800 | CY |
28. | 3/4 Inch Corporation Valve and Service Saddle. | 49 | EA |
29. | 3/4 Inch Curb Valve, Box, and Lid. | 49 | EA |
30. | 3/4 Inch Type K Copper Tubing Service Line. | 1,500 | LF |
31. | 1 Inch Corporation Valve and Service Saddle. | 7 | EA |
32. | 1 Inch Curb Valve, Box and Lid. | 7 | EA |
33. | 1 Inch Type K Copper Tubing Service Line. | 210 | LF |
34. | 1-1/2 Inch Corporation Valve and Service Saddle. | 1 | EA |
35. | 1-1/2 Inch Curb Valve, Box, and Lid. | 1 | EA |
36. | 1-1/2 Inch Type K Copper Tubing Service Line. | 30 | LF |
37. | 2 Inch Corporation Valve and Service Saddle. | 2 | EA |
38. | 2 Inch Curb Valve, Box, and Lid. | 2 | EA |
39. | 2 Inch Type K Copper Tubing Service Line. | 60 | LF |
40. | Fire Hydrant Assembly, Including 6 Inch Valve. | 7 | EA |
41. | Abandon Existing Water Main Valve. | 12 | EA |
42. | Tracer Wire. | 4,925 | LF |
43. | Tracer Wire Test Station. | 7 | EA |
44. | Tracer Wire Grounding Anode. | 14 | EA |
45. | Tracer Wire Hydrant Access Box with Hydrant Flange. | 7 | EA |
46. | Concrete Pipe Encasement. | 10 | CY |
47. | Storm Sewer Piping Replacement: (As Directed. Includes AASHTO No. 57 Pipe Bedding, Depth Varies.) |
|
|
| a. 12 Inch HDPE N-12 Pipe | 50 | LF |
| b. 15 Inch HDPE N-12 Pipe | 50 | LF |
| c. 18 Inch HDPE N-12 Pipe | 50 | LF |
| d. 24 Inch HDPE N-12 Pipe | 50 | LF |
48. | Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix Asphalt or H.E.S. Concrete Cap) (No Cold Patch). | 1,700 | SY |
49. | Reinforced Concrete Slab Restoration. Approximately 10 Inch Thick (As Detailed). | 2,700 | SY |
50. | Superpave Asphalt Mixture Design WMA Wearing Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 9.5mm Mix, SRL-E (1-1/2 Inch Depth). | 250 | TON |
51. | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 19mm Mix (Depth Varies). | 580 | TON |
52. | Superpave Asphalt Mixture Design WMA Base Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 25mm Mix (Depth Varies). | 830 | TON |
53. | 1-1/2 Inch Milling and Overlay of State Road and Township Roads. Includes 1-1/2 Inch Wearing Course (Milled Material to be Retained by Contractor). | 6,800 | SY |
54. | Asphalt Driveway Restoration. | 20 | SY |
55. | Concrete Driveway Restoration. | 20 | SY |
56. | Gravel Driveway Restoration. | 20 | SY |
57. | Concrete Sidewalk Restoration. | 50 | SY |
58. | Plain Cement Concrete Curb. | 100 | LF |
59. | Combination Concrete Curb and Gutter. | 100 | LF |
60. | Waterborne Pavement Markings Restoration. | JOB | LS |
61. | Snowplowable Raised Pavement Markers (RPMs) Reflective Device Restoration. | JOB | LS |
62. | Flowable Backfill of Abandoned Pipes. | 140 | CY |
NIRA Consulting Engineers, Inc.
950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970