Chartiers Avenue Resurfacing
Project No: 12-519-79
Location: McKees Rocks, Allegheny County, PA
Owner: Borough of McKees Rocks
Manager: Doug Evans
| Contractor | Contact Person | Bid Amount |
|---|---|---|
| Borough of McKees Rocks 340 Bell Avenue McKees Rocks, PA 15136 | LeeAnn Wozniak | N/A |
| W. A. Petrakis Contracting, LLC 1501 Pontiac Court Export, PA 15632 | Joe Urban | |
| Mele & Mele & Sons, Inc. One Mele Place Braddock, PA 15104 | Emily Booth | |
| Independent Enterprises, Inc. 5020 Thoms Run Road Oakdale, PA 15071 | Blaine Popp |
Bid Advertisement
Sealed Bids are requested by the Borough of McKees Rocks at 340 Bell Avenue, McKees Rocks, PA 15136 until 3:00 P.M. prevailing time, Thursday, July 30, 2026 for the Chartiers Avenue Resurfacing project. 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 $80.00 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 Borough of McKees Rocks. 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No Bid or any part thereof shall be withdrawn by Bidder for a period of sixty (60) days subsequent to the Bid Opening.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 includes, but is not limited to, providing all supervision, labor, material and equipment required to mill and resurface Chartiers Avenue, including base repair, asphalt binder and wearing course, inlet replacements, curb replacements, pavement markings, and traffic control. The project has been divided into one (1) base bid with three (3) optional add-on alternate bids.
Base Bid Schedule
SINGER AVENUE TO AMELIA STREET
| Item No. | Description | Estimated Quantity | Unit |
|---|---|---|---|
1-203 | Class 1 Excavation. Includes Removal of Existing Asphalt Pavement to Neat Lines and Subbase Material. (Roadway Base Repair Areas Only) | 195 | CY |
2-206 | PennDOT No. 2A Aggregate Backfill (Under Sidewalks at Catch Basin Removals). | 35 | TON |
3-212 | Class 4 Geotextile Fabric. | 585 | SY |
4-350 | 6 Inch Depth Coarse Aggregate Subbase. | 585 | SY |
5-413 | 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). | 645 | TON |
6-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 19mm Mix (1-1/2 Inch Depth). | 645 | TON |
7-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 25mm Mix (6 Inch Depth) (Base Repair Area As Directed). | 195 | TON |
8-450 | Manual Asphalt Patching (Pothole Patching). | 5 | SY |
9-491 | Exploratory Milling Full Roadway Width, 2 Foot Wide x Up to 5 Inch Depth to Locate Existing Trolley Tracks. At Locations Indicated on the Construction Drawings (Milled Material to be Retained by Contractor). | 30 | SY |
10-491 | Mill Roadway to 3 Inch Depth (Milled Material to be Retained by Contractor). | 5,200 | SY |
11-491 | Mill Roadway to 5 Inch Depth (Milled Material to be Retained by Contractor). | 650 | SY |
12-605 | Standard PennDOT Type M Precast Concrete Inlet Box with Cast Iron Frame and Grate. Includes Removal of Old Inlet Box and Pipe Connections. | 2 | EA |
13-606 | Grade Adjustment of Existing Miscellaneous Structures. | 23 | EA |
14-608 | Mobilization, Bonds, Insurances, and Shop Drawings. | JOB | LS |
15-630 | Plain Cement Concrete Curb, Includes Removal of Existing Curbs. | 160 | LF |
16-630 | Concrete Bulkhead Adjacent to Existing Brick Roadways. | 112 | LF |
17-676 | Cement Concrete Sidewalks. | 10 | SY |
18-901 | Maintenance and Protection of Traffic. | JOB | LS |
19-960 | Hot Thermoplastic Pavement Markings. 24 Inch Wide, White Crosswalk Lines with Glass Beads. | 376 | LF |
20-960 | Hot Thermoplastic Pavement Markings. 24 Inch Wide, White Stop Bar Lines with Glass Beads. | 24 | LF |
21-960 | Hot Thermoplastic Pavement Markings. 12 Inch Wide, White Lane Divider Lines with Glass Beads. | 75 | LF |
22-960 | Hot Thermoplastic Pavement Legend. Straight White Arrow with Glass Beads. | 3 | EA |
23-960 | Hot Thermoplastic Pavement Legend. Left Turn White Arrow with Glass Beads. | 3 | EA |
24-962 | Waterborne Pavement Markings. Includes Roadway Centerline Markings As Designed and Curb Painting to Match Existing (Both Yellow and White Colors). | JOB | LS |
Add-On Alternate No. 1 Bid Schedule
AMELIA STREET TO CATHERINE BAKER KNOLL WAY
| Item No. | Description | Estimated Quantity | Unit |
|---|---|---|---|
1-203 | Class 1 Excavation. Includes Removal of Existing Asphalt Pavement to Neat Lines and Subbase Material. (Roadway Base Repair Areas Only) | 20 | CY |
2-212 | Class 4 Geotextile Fabric. | 50 | SY |
3-350 | 6 Inch Depth Coarse Aggregate Subbase. | 50 | SY |
4-413 | 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). | 55 | TON |
5-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 19mm Mix (1-1/2 Inch Depth). | 55 | TON |
6-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 25mm Mix (6 Inch Depth) (Base Repair Area As Directed). | 20 | TON |
7-450 | Manual Asphalt Patching (Pothole Patching). | 3 | SY |
8-491 | Exploratory Milling Full Roadway Width, 2 Foot Wide x Up to 5 Inch Depth to Locate Existing Trolley Tracks. At Locations Indicated on the Construction Drawings (Milled Material to be Retained by Contractor). | 8 | SY |
9-491 | Mill Roadway to 3 Inch Depth (Milled Material to be Retained by Contractor). | 1,000 | SY |
10-491 | Mill Roadway to 5 Inch Depth (Milled Material to be Retained by Contractor). | 40 | SY |
11-606 | Grade Adjustment of Existing Miscellaneous Structures. | 3 | EA |
12-608 | Additional Costs for Mobilization, Bonds, Insurances, and Shop Drawings. | JOB | LS |
13-630 | Plain Cement Concrete Curb, Includes Removal of Existing Curbs. | 14 | LF |
14-901 | Additional Costs for Maintenance and Protection of Traffic. | JOB | LS |
15-960 | Hot Thermoplastic Pavement Markings. 24 Inch Wide, White Crosswalk Lines with Glass Beads. | 112 | LF |
16-962 | Waterborne Pavement Markings. Includes Roadway Centerline Markings As Designed and Curb Painting to Match Existing (Both Yellow and White Colors). | JOB | LS |
Add-On Alternate No. 2 Bid Schedule
CATHERINE BAKER KNOLL WAY TO #1020 CHARTIERS AVENUE
| Item No. | Description | Estimated Quantity | Unit |
|---|---|---|---|
1-203 | Class 1 Excavation. Includes Removal of Existing Asphalt Pavement to Neat Lines and Subbase Material. (Roadway Base Repair Areas Only) | 35 | CY |
2-212 | Class 4 Geotextile Fabric. | 95 | SY |
3-350 | 6 Inch Depth Coarse Aggregate Subbase. | 95 | SY |
4-413 | 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). | 105 | TON |
5-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 19mm Mix (1-1/2 Inch Depth). | 105 | TON |
6-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 25mm Mix (6 Inch Depth) (Base Repair Area As Directed). | 35 | TON |
7-450 | Manual Asphalt Patching (Pothole Patching). | 2 | SY |
8-491 | Mill Roadway to 3 Inch Depth (Milled Material to be Retained by Contractor). | 825 | SY |
9-491 | Mill Roadway to 5 Inch Depth (Milled Material to be Retained by Contractor). | 115 | SY |
10-608 | Additional Costs for Mobilization, Bonds, Insurances, and Shop Drawings. | JOB | LS |
11-630 | Plain Cement Concrete Curb, Includes Removal of Existing Curbs. | 162 | LF |
12-901 | Additional Costs for Maintenance and Protection of Traffic. | JOB | LS |
13-962 | Waterborne Pavement Markings. Includes Roadway Centerline Markings As Designed and Curb Painting to Match Existing (Both Yellow and White Colors). | JOB | LS |
Add-On Alternate No. 3 Bid Schedule
#1020 CHARTIERS AVENUE TO BROADWAY AVENUE
| Item No. | Description | Estimated Quantity | Unit |
|---|---|---|---|
1-203 | Class 1 Excavation. Includes Removal of Existing Asphalt Pavement to Neat Lines and Subbase Material. (Roadway Base Repair Areas Only) | 30 | CY |
2-206 | PennDOT No. 2 Aggregate Backfill (Under Sidewalks at Catch Basin Removals). | 15 | TON |
3-212 | Class 4 Geotextile Fabric. | 90 | SY |
4-350 | 6 Inch Depth Coarse Aggregate Subbase. | 90 | SY |
5-413 | 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). | 100 | TON |
6-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 19mm Mix (1-1/2 Inch Depth). | 100 | TON |
7-413 | Superpave Asphalt Mixture Design WMA Binder Course, PG 64-22, 0.3 to 3.0 Million ESAL’s, 25mm Mix (6 Inch Depth) (Base Repair Area As Directed). | 30 | TON |
8-491 | Mill Roadway to 3 Inch Depth (Milled Material to be Retained by Contractor). | 800 | SY |
9-491 | Mill Roadway to 5 Inch Depth (Milled Material to be Retained by Contractor). | 110 | SY |
10-605 | Standard PennDOT Type M Precast Concrete Inlet Box with Cast Iron Frame and Grate. Includes Removal of Old Inlet Box and Pipe Connections. | 1 | EA |
11-606 | Grade Adjustment of Existing Miscellaneous Structures. | 1 | EA |
12-608 | Additional Costs for Mobilization, Bonds, Insurances, and Shop Drawings. | JOB | LS |
13-630 | Plain Cement Concrete Curb, Includes Removal of Existing Curbs. | 205 | LF |
14-676 | Cement Concrete Sidewalks. | 5 | SY |
15-901 | Additional Costs for Maintenance and Protection of Traffic. | JOB | LS |
16-960 | Hot Thermoplastic Pavement Markings. 24 Inch Wide, White Stop Bar Lines with Glass Beads. | 12 | LF |
17-962 | Waterborne Pavement Markings. Includes Roadway Centerline Markings As Designed and Curb Painting to Match Existing (Both Yellow and White Colors). | JOB | LS |
NIRA Consulting Engineers, Inc.
950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970