Clever Road Waterline Replacement Phase I

Project No: 16-822-91

Location: Robinson Township, Allegheny County, PA

Owner: The Municipal Authority of the Township of Robinson

Manager: Doug Evans

Estimated Cost: $600,000

Contractor	Contact Person	Bid Amount
The Municipal Authority of the Township of Robinson 4200 Campbells Run Road Pittsburgh, PA 15205	Leo Gismondi	N/A
Frank J. Zottola Construction, Inc. 595 Pittsburgh Road Butler, PA 16002	Regan Thompson
S.E.T., Inc. 235 East Water Street, Ste. C Lowellville, OH 44436	Lindsey Sherrod
W. A. Petrakis Contracting, LLC. 1501 Pontiac Court Export, PA 15632	Joe Urban
Casper Colosimo & Son, Inc. General Contractors 5170 Campbells Run Road Pittsburgh, PA 15205	Francis Casilli
Boney Construction 17695 Route 286 Saltsburg, PA 15681	TJ Boney

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, January 2, 2025 for the Clever Road Waterline Replacement Phase I. 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 1,065 linear feet of 8 inch PVC waterline, two (2) fire hydrants, gate valves, copper service lines and valves, and surface restoration.

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 Control.	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.	8 Inch C900 PVC Pipe and D. I. Fittings.	1,065	LF
8.	Polywrap Pipe Encasement (D.I. Fitting Only, Size Varies).	175	LF
9.	8 Inch Mechanical Joint Restraint (Megalug PVC to MJ).	67	EA
10.	6 Inch Mechanical Joint Restraint (Megalug PVC to MJ).	4	EA
11.	8 Inch External Bell Harness Joint Restraint.	53	EA
12.	8 Inch Resilient Wedge Gate Valve, Box and Lid.	4	EA
13.	8 Inch Foster Adapter M.J. Restraint.	5	EA
14.	Remove Existing Fire Hydrant Assembly and Valve.	2	EA
15.	Clever Road No. 1 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
16.	Field Club Drive Waterline Connection Sta. 0+65±. 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
17.	Clever Road No. 2 Waterline Connection Sta. 10+42±. 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
18.	PennDOT No. 2A Coarse Aggregate Limestone Backfill (In Pipe Trench and As Ordered By the Engineer).	700	CY
19.	3/4 Inch Corporation Valve and Service Saddle.	7	EA
20.	3/4 Inch Curb Valve, Box and Lid.	7	EA
21.	3/4 Inch Type “K” Copper Tubing Service Line.	210	LF
22.	Fire Hydrant Assembly, Including 6 Inch Valve.	2	EA
23.	Fire Hydrant Retaining Wall (As Designed).	1	EA
24.	Abandon Existing Water Main Valve.	2	EA
25.	Tracer Wire.	1,100	LF
26.	Tracer Wire Test Station.	3	EA
27.	Tracer Wire Grounding Anode.	5	EA
28.	Tracer Wire Hydrant Access Box with Hydrant Flange.	2	EA
29.	Concrete Pipe Encasement.	2	CY
30.	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
	d. 24 Inch HDPE N-12 Pipe	50	LF
31.	Temporary Asphalt Pavement (2 Inch Depth of 9.5mm Warm Mix).	40	TON
32.	County Road Asphalt Trench Pavement Restoration (As Detailed).	650	SY
33.	2 Inch Milling and Overlay of County Road. Includes 2 Inch Wearing Course (As Detailed).	2,500	SY
34.	Asphalt Driveway Restoration.	50	SY
35.	Concrete Driveway Restoration.	50	SY
36.	Gravel Driveway Restoration.	50	SY