Cornell School Site Paving

Project No:

G-1080-23

Location:

Coraopolis Borough, Allegheny County, Pennsylvania

Owner:

Cornell School District

Manager(s):

Doug Evans

Estimated Cost:

$600,000

*Corrected Figure

**Contract Awarded July 11, 2023

Contractor	Contact Person	Bid Amount
Cornell School District 1099 Maple Street Coraopolis, PA 15108	Pat Berdine	N/A
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

B = Base Bid
A1 = Add-On Alternate No. 1
A2 = Add-On Alternate No. 2

Bid Advertisement

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

BASE 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

Item No.	Description	Estimated Quantity	Unit
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

Item No.	Description	Estimated Quantity	Unit
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