Old Steubenville Pike Waterline Replacement
Project No: 16-817-91
Location: Robinson Township, Allegheny County, PA
Owner: The Municipal Authority of the Township of Robinson
Manager: Doug Evans
Estimated Cost: $687,000
*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 | $562,959.75 |
| Golden Triangle Construction Co., Inc. 8555 Old Steubenville Pike Imperial, PA 15126 |
Michael Casciato | $709,486.50 |
| Jet Jack, Inc. 5020 Thoms Run Road Oakdale, PA 15071 |
Blaine Popp | $764,976.00 |
| All Phase II Site Contracting, LLC 132 Jacobs Road McDonald, PA 15057 |
Nelson Kletzli Jr. | $592,205.72* |
| Rudzik Excavating, Inc. P.O. Box 206 401 Lowellville Road Struthers, OH 44471 |
Jim Tressa | $783,428.00 |
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, September 5, 2024 for the Old 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.
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 1,375 linear feet of 8 inch C900 PVC waterline, 47 linear feet of 12 inch ductile iron pipe waterline, 26 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 |
|---|---|---|---|
|
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). |
5 |
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. |
12 Inch Ductile Iron Pipe and D. I. Fittings. |
47 |
LF |
|
8. |
8 Inch C900 PVC Pipe and D. I. Fittings. |
1,375 |
LF |
|
9. |
6 Inch C900 PVC Pipe and D. I. Fittings. |
26 |
LF |
|
10. |
Polywrap Pipe Encasement (D. I. Pipe and Fittings Only, Size Varies). |
200 |
LF |
|
11. |
12 Inch Mechanical Joint Restraint (Megalug). |
10 |
EA |
|
12. |
8 Inch Mechanical Joint Restraint (Megalug PVC to MJ). |
56 |
EA |
|
13. |
6 Inch Mechanical Joint Restraint (Megalug PVC to MJ). |
14 |
EA |
|
14. |
12 Inch D.I.P. Joint Restraint (Field Lok Gasket). |
2 |
EA |
|
15. |
8 Inch External Bell Harness Joint Restraint. |
69 |
EA |
|
16. |
6 Inch External Bell Harness Joint Restraint. |
2 |
EA |
|
17. |
12 Inch Resilient Wedge Gate Valve, Box and Lid. |
2 |
EA |
|
18. |
8 Inch Resilient Wedge Gate Valve, Box and Lid. |
3 |
EA |
|
19. |
6 Inch Resilient Wedge Gate Valve, Box and Lid. |
2 |
EA |
|
20. |
Remove Existing Fire Hydrant Assembly and Valve. |
1 |
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 Cost Associated with Working at Night. |
JOB |
LS |
|
22. |
Locust Street Waterline Connection Sta. 13+36±. 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 Cost Associated with Working at Night. |
JOB |
LS |
|
23. |
PennDOT No. 2A Coarse Aggregate Limestone Backfill (In Pipe Trench and as Ordered by the Engineer). |
647 |
CY |
|
24. |
3/4 Inch Corporation Valve and Service Saddle. |
12 |
EA |
|
25. |
3/4 Inch Curb Valve, Box and Lid. |
12 |
EA |
|
26. |
3/4 Inch Type “K” Copper Tubing Service Line. |
300 |
LF |
|
27. |
Fire Hydrant Assembly, Including 6 Inch Valve. |
1 |
EA |
|
28. |
Tracer Wire. |
1,451 |
LF |
|
29. |
Tracer Wire Test Station. |
2 |
EA |
|
30. |
Tracer Wire Grounding Anode. |
3 |
EA |
|
31. |
Tracer Wire Hydrant Access Box with Hydrant Flange. |
2 |
EA |
|
32. |
Concrete Pipe Encasement. |
5 |
CY |
|
33. |
12 Inch Steel Casing Pipe, Spacers, and End Seals. |
16 |
LF |
|
34. |
Storm Sewer Piping Replacements: (As Directed. Includes AASHTO No. 57 Pipe Bedding, Depth Varies). |
|
|
|
|
a. 15 Inch HDPE N-12 Pipe. |
60 |
LF |
|
|
b. 24 Inch HDPE N-12 Pipe. |
20 |
LF |
|
35. |
Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix). |
60 |
TON |
|
36. |
Township Road Asphalt Trench Pavement Restoration (As Detailed). |
800 |
SY |
|
37. |
State Road Asphalt Trench Pavement Restoration (As Detailed). |
35 |
SY |
|
38. |
1-1/2 Inch Milling and Overlay of Township and State Roads. Includes 1-1/2 Inch Wearing Course (As Detailed). |
3,018 |
SY |
|
39. |
Asphalt Driveway Restoration. |
50 |
SY |
|
40. |
Concrete Driveway Restoration. |
50 |
SY |
|
41. |
Gravel Driveway Restoration. |
25 |
SY |
|
42. |
Concrete Sidewalk Restoration. |
50 |
SY |
|
43. |
Plain Cement Concrete Curb Restoration. |
35 |
LF |
NIRA Consulting Engineers, Inc.
950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970