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