Cornell School Site Paving

Project No:

G-1080-23

Location:

Coraopolis Borough, Allegheny County, PA

Owner:

Cornell School District

Manager(s):

Doug Evans

Estimated Cost:

$600,000

Contractor Contact Person Bid Amount
Shields Asphalt Paving
P.O. Box 672
Valencia, PA 16059
Brendan Tatar $643,242.50B
$ 41,328.75A1
$ 59,165.75A2
Fulena Pavers, Inc.
881 Glen Road
New Castle, PA 16105
James Arafa $694,305.00B
$ 53,312.60A1
$ 77,290.30A2
M. A. Facchiano Contracting, Inc.
801 McNeilly Road
Pittsburgh, PA 15226
Aaron Mediate n/a
Stefanik’s Next Generation
2267 Todd Road
Aliquippa, PA 15001
JJ Stefanik $602,656.00*B
$ 34,145.00A1
$ 81,362.00A2
A. Folino Construction, Inc.
109 Dark Hollow Road
Oakmont, PA 15139
Jessica Gazzo $709,507.43B
$ 47,577.32A1
$ 66,592.35A2
Independent Enterprises, Inc.
5020 Thoms Run Road
Oakdale, PA 15071
Blaine Popp N/A
Wright Asphalt Paving, LLC
1200 Sharon Road Ste. 1
Beaver, PA 15009
Chandler Lawrence $474,770.00B**
$ 30,830.00A1
$ 53,795.00A2

Bid Advertisement

CONTRACT NUMBER: G-1080-23

CORNELL SCHOOL SITE PAVING

Sealed Bids are requested by the Cornell School District. Bids will be received at the office of the School District’s Engineer, NIRA Consulting Engineers, Inc. at 950 Fifth Avenue, Coraopolis, PA 15108 until 3:00 P.M. prevailing time, Wednesday, July 5, 2023 for Cornell School Site Paving. 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 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 Cornell School District. 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

Work generally includes asphalt milling and paving of drives and parking areas on campus. Additional work items include pavement markings, maintenance and protection of traffic, grade adjustments, and all other work included in the Contract.

Bid Schedule

Item No. Description Estimated
Quantity
Unit
1-350 Subbase Installation.  Includes Excavation and 12 Inch Depth of PennDOT No. 2A Coarse Aggregate (For Soft Spot Areas.  Only As Directed). 1,600 SY
2-413 Superpave Asphalt Mixture Design WMA Wearing Course, PG64-22, 0.0 to 0.3 Million ESAL’s, 9.5mm Mix, SRL-E (1-1/2 Inch Depth). 1,400 TON
3-413 Superpave Asphalt Mixture Design WMA Binder Course, PG64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix, ESAL’s (3-1/2 Inch Depth). 3,040 TON
4-413 Asphalt Speed Bump Installation (As Detailed).  Includes Cost for Labor and Equipment to Install.  Asphalt Material Used Shall Be Paid for by Tonnage. 80 LF
5-491 Milling of Asphalt Pavement Surfaces 5 Inch Depth (Milled Material to Be Retained by Contractor). 15,000 SY
6-491 Milling of Asphalt Pavement Surfaces 1-1/2 Inch Depth (Milled Material to Be Retained by Contractor). 1,250 SY
7-606 Grade Adjustment of Existing Miscellaneous Structures. 2 EA
8-608 Mobilization, Bonds, Insurances, and Shop Drawings. JOB LS
9-630 Cement Concrete Cub Repair (As Detailed). 300 LF
10-735 Class 4, Type A Geotextile. 1,600 SY
11-802 Finish Grading, Topsoil, Seeding, and Mulching.  Includes Filling Behind New Asphalt and Asphalt Wedge Curbing. JOB LS
12-901 Maintenance and Protection of Traffic. JOB LS
13-962 Waterborne Pavement Markings (Restore All Markings In-Kind). JOB LS
MANDATORY ADD-ON ALTERNATE NO. 1 – SPORTS COURTS PARKING LOT
BID SCHEDULE
1-350 Subbase Installation.  Includes Excavation for Binder and Subbase Installation.  Also Includes 12 Inch Depth of PennDOT No. 2A Coarse Aggregate Subbase (For Soft Spot Areas.  Only As Directed). 165 SY
       
2-413 Superpave Asphalt Mixture Design WMA Wearing Course, PG64-22, 0.0 to 0.3 Million ESAL’s, 9.5mm Mix, SRL-E (1-1/2 Inch Depth). 145 TON
       
3-413 Superpave Asphalt Mixture Design WMA Binder Course, PG64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix, ESAL’s (3-1/2 Inch Depth) (Only As Directed). 35 TON
       
4-491 Milling of Asphalt Pavement Surfaces 1-1/2 Inch Depth (Milled Material to Be Retained by Contractor). 1,650 SY
       
5-608 Additional Cost for Mobilization, Bonds, Insurances and Shop Drawings. JOB LS
       
6-735 Class 4, Type A Geotextile. 165 SY
       
7-802 Finish Grading, Topsoil, Seeding, and Mulching.  Includes Filling Behind New Asphalt and Asphalt Wedge Curbing. JOB LS
       
8-901 Additional Costs for Maintenance and Protection of Traffic. JOB LS
       
9-962 Waterborne Pavement Markings (Restore Markings In-Kind). JOB LS
       
  MANDATORY ADD-ON ALTERNATE NO. 2 – SPORTS COURTS
BID SCHEDULE
   
1-350 Subbase Installation.  Includes Excavation for Binder and Subbase Installation.  Also Includes 12 Inch Depth of PennDOT No. 2A Coarse Aggregate Subbase (For Soft Spot Areas.  Only As Directed). 245 SY
       
2-413 Superpave Asphalt Mixture Design WMA Wearing Course, PG64-22, 0.0 to 0.3 Million ESAL’s, 9.5mm Mix, SRL-E (1-1/2 Inch Depth). 215 TON
       
3-413 Superpave Asphalt Mixture Design WMA Binder Course, PG64-22, 0.0 to 0.3 Million ESAL’s, 25mm Mix, ESAL’s (3-1/2 Inch Depth.  Only As Directed). 50 TON
       
4-491 Milling of Asphalt Pavement Surfaces 1-1/2 Inch Depth (Milled Material to Be Retained by Contractor). 2,454 SY
       
5-608 Additional Cost for Mobilization, Bonds, Insurances and Shop Drawings. JOB LS
       
6-735 Class 4, Type Geotextile. 245 SY
       
7-802 Finish Grading, Topsoil, Seeding, and Mulching.  Includes Filling Behind New Asphalt and Asphalt Wedge Curbing. JOB LS
       
8-901 Additional Costs for Maintenance and Protection of Traffic. JOB LS
       
9-962 Waterborne Pavement Markings (Restore Sports Courts Linestriping Per Details). JOB LS
NIRA Consulting Engineers, Inc.

950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970

© 2023 NIRA Consulting Engineers, Inc.