Keiners Lane Waterline Replacement
Project No: 16-806-91
Location: Robinson Township, Allegheny County, PA
Owner: The Municipal Authority of the Township of Robinson
Manager: Doug Evans
Estimated Cost: $1,350,000
* 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 Contracting, LLC 1501 Pontiac Court Export, PA 15632 | Joe Urban | $1,216,502.50 |
| D&M Contracting 1868 Lions Club Road New Alexandria, PA 15670 | Chris Gallick | $1,336,000.00 |
| Casper Colosimo & Son, Inc. 5170 Campbells Run Road Pittsburgh, PA 15205 | Greg LoPinto | $1,299,790.00 |
| Graziani Construction, Inc. 1050 Frew Mill Road New Castle, PA 16101 | Chris Graziani | $1,338,744.00 |
| J.S. Bova Excavating, LLC 235 State Street, P.O. Box 296 Struthers, OH 44471 | Cody Bova | N/A |
| Jet Jack, Inc. 5020 Thoms Run Road Oakdale, PA 15071 | Blaine Popp | $1,334,965.00 |
| Rudzik Excavating, Inc. 401 Lowellville Road, P.O. Box 206 Struthers, OH 44471 | Jim Tressa | $1,526,500.00 |
| Lone Pine Construction, Inc. 83 Lusk Road Bentleyville, PA 15314 | Dara O’Savage | N/A |
| Alex E. Paris Contracting Co., Inc. 1595 Smith Twp., State Road Atlasburg, PA 15004 | Todd Bogar | N/A |
| Sanner Masonry Excavation, Inc. 155 Warehouse Road Rockwood, PA 15557 | Adam Meyers | $1,554,220.00* |
| Golden Triangle Construction 8555 Old Steubenville Pike Imperial, PA 15126 | Michael Casciato | $1,194,806.00 |
| Redstone Excavating 479 Davidson Siding Road Grindstone, PA 15442 | John Kormanik | $1,582,401.00 |
| W.M. Aiken and Son P.O. Box 424 Mars, PA 16046 | Dustin Aiken | N/A |
| S.E.T., Inc. 235 East Water Street Lowellville, OH 44436 | Moussa Bittar | $1,361,210.46 |
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, Wednesday, June 5, 2024 for the Keiners Lane 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 Municipal Authority of the Township of Robinson 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 Municipal Authority of the Township of Robinson. 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 includes the installation of 2,800 linear feet of 10 inch C900 PVC waterline, 305 linear feet of 6 inch C900 PVC waterline, valves, service connections, fire hydrant installations, tracer wire system, surface restoration and traffic control.
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). | 10 | 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. | 10 Inch C900 PVC Pipe and D.I. Fittings. | 2,800 | LF |
8. | 6 Inch C900 PVC Pipe and D.I. Fittings. | 305 | LF |
9. | Polywrap Pipe Encasement (D.I. Fittings Only, Size Varies). | 200 | LF |
10. | 10 Inch Mechanical Joint Restraint (Megalug PVC to MJ). | 50 | EA |
11. | 6 Inch Mechanical Joint Restraint (Megalug PVC to MJ). | 17 | EA |
12. | 10 Inch External Bell Harness Joint Restraint. | 140 | EA |
13. | 6 Inch External Bell Harness Joint Restraint. | 15 | EA |
14. | 10 Inch Resilient Wedge Gate Valve, Box and Lid. | 5 | EA |
15. | 6 Inch Resilient Wedge Gate Valve, Box and Lid. | 1 | EA |
16. | Remove Existing Fire Hydrant Assembly and Valve. | 2 | EA |
17. | Campbells Run Road 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 |
18. | Hauden Road Waterline Connection Sta 3+05±. 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 |
19. | McMillan Road Waterline Connection Sta 27+88±. 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 |
20. | PennDOT No. 2A Coarse Aggregate Limestone Backfill (In Pipe Trench and As Ordered by the Engineer). | 1,740 | CY |
21. | 3/4 Inch Corporation Valve and Service Saddle. | 34 | EA |
22. | 3/4 Inch Curb Valve, Box and Lid. | 34 | EA |
23. | 3/4 Inch Type “K” Copper Tubing Service Line. | 850 | LF |
24. | Fire Hydrant Assembly, Including 6 Inch Valve. | 3 | EA |
25. | Fire Hydrant Retaining Wall (As Designed). | 2 | EA |
26. | Abandon Existing Water Main Valve. | 2 | EA |
27. | Tracer Wire. | 3,130 | LF |
28. | Tracer Wire Test Station. | 6 | EA |
29. | Tracer Wire Grounding Anode. | 6 | EA |
30. | Tracer Wire Hydrant Access Box with Hydrant Flange. | 3 | EA |
31. | Concrete Pipe Encasement. | 4 | CY |
32. | Storm Sewer Piping Replacements (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 |
33. | Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix). | 120 | TON |
34. | Township Road Asphalt Trench Pavement Restoration (As Detailed). | 1,750 | SY |
35. | County Road Asphalt Trench Pavement Restoration (As Detailed). | 25 | SY |
36. | 1-1/2 Inch Milling and Overlay of Township Road. Includes 1-1/2 Inch Wearing Course (As Detailed). | 4,150 | SY |
37. | 2 Inch Milling and Overlay of County Road. Includes 2 Inch Wearing Course (As Detailed). | 200 | SY |
38. | Asphalt Driveway Restoration. | 50 | SY |
39. | Concrete Driveway Restoration. | 50 | SY |
40. | Gravel Driveway Restoration. | 50 | SY |
41. | Concrete Sidewalk Restoration. | 5 | SY |
NIRA Consulting Engineers, Inc.
950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970