Campbells Run Sewer Interceptor Replacement

Project No:  16-796-91

Location:  Robinson Township, Allegheny County, PA

Owner:  The Municipal Authority of the Township of Robinson

Manager:  Doug Evans

Estimated Cost:  $1,902,000

 

ContractorContact PersonBid Amount
The Municipal Authority of the Township of Robinson
4200 Campbells Run Road
Pittsburgh, PA  15205
Leo GismondiN/A
D&M Contracting, Inc.
1868 Lions Club Road
New Alexandria, PA 15670
Chris Gallick
W.A. Petrakis Contracting, LLC
1501 Pontiac Court
Export, PA 15632
Joe Urban
Alex E. Paris Contracting Company, Inc.
1595 Smith Township, State Road (Rte. 18)
Atlasburg, PA 15004
Todd Bogar
Wilson Excavating – A Lindy Company
407 E. Neshannock Avenue
New Wilmington, PA 16142
Brandon Kish
Casper Colosimo & Son, Inc.
5170 Campbells Run Road
Pittsburgh, PA 15205
Greg LoPinto
A. Merante Contracting, Inc.
4740 Streets Run Road
Pittsburgh, PA 15236
Aimee Parquette
Jet Jack, Inc.
5020 Thoms Run Road
Oakdale, PA 15071
Blaine Popp
J.S. Bova Excavating, LLC
235 State Street, P.O. Box 293
Struthers, OH 44471
Cody Bova
Rudzik Excavating, Inc.
401 Lowellville Road, P.O. Box 206
Struthers, OH 44471
Jim Tressa

 

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, June 6, 2024 for the Campbells Run Sewer Interceptor 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 2,403 linear feet of 8 inch PVC gravity sanitary sewers, 1,204 linear feet of directional drilling installation of 8 inch HDPE pipe inside of a steel casing pipe, fourteen (14) manholes, traffic control, and surface restoration.

Bid Schedule

Item No.DescriptionEstimated
Quantity
Unit

1.

Mobilization, Bonds, Insurances, Shop Drawings, Pre-Construction Photo Documentation, Construction Layout and Surveying (Stake-Out and As-Builts).

JOB

LS

2.

Maintenance and Protection of Traffic.  Includes Compliance with All Allegheny County HOP Requirements and PennDOT HOP Requirements.

JOB

LS

3.

Clearing and Grubbing.

JOB

LS

4.

Test Hole Excavation (As Directed).

10

EA

5.

Erosion and Sedimentation Control.

JOB

LS

6.

Bypass Pumping of Sewage Flows (As Required).

JOB

LS

7.

Finish Grading, Topsoil, Soil Supplements, Seeding, Mulching and Fertilizer of Disturbed Areas.

JOB

LS

8.

Miscellaneous Incidental Work.  Includes Removal and Reinstall Landscaping, Fencing, Guide Rails, Sheds, Walls, Steps, Walks and Planters, Replacement of Ornamental Trees and Shrubs, and All Other Items Not Specified Herein.  Includes All Materials, Labor and Equipment to Complete.

JOB

LS

9.

Locate Existing Sanitary Laterals by Use of Dye Testing, CCTV Camera Inspection and Exploratory Excavation.

JOB

LS

10.

8 Inch SDR-35 PVC Sanitary Sewer Pipe (Complete In Place).

 

 

 

a.     0-8 Foot Depth.

1,468

LF

 

b.     8-10 Foot Depth.

590

LF

 

c.      10-12 Foot Depth.

146

LF

 

d.     12-14 Foot Depth.

152

LF

 

e.     14-16 Foot Depth.

47

LF

11.

Directional Drilling Installation of 8 Inch HDPE Carrier Pipe Inside of a 12 Inch Diameter Steel Casing Pipe.  Includes All Excavation Required for Access Pits, Fuse-Welding HDPE Pipe, Welding Steel Pipe, Casing Spacers, End Seals and All Other Items Required for the Installation of the Pipes As Designed.

1,204

LF

12.

Tracer Wire Installation with Directional Drilled Piping.

1,204

LF

13.

Tracer Wire Test Station.

2

EA

14.

Tracer Wire Grounding Anode.

2

EA

15.

Post-Construction CCTV Inspection of 8 Inch HDPE Pipe Installed by Direction Drilling.

1,204

LF

16.

8”x8”x6” PVC Wye (Complete In Place).

3

EA

17.

6 Inch PVC Lateral Piping (Depth Varies).  Includes All Piping and Fittings (Compete in Place).

30

LF

18.

Precast 48 Inch Diameter Manhole, 8 Foot Depth.  Includes All Pipe Connections and Frame and Cover (Complete In Place).

12

EA

19.

Extra Depth of 48 Inch Diameter Precast Concrete Manhole.

17

VF

20.

Precast 60 Inch Diameter Manhole, 8 Foot Depth.  Includes All Pipe Connections and  Frame and Cover (Complete In Place).

2

EA

21.

Extra Depth 60 Inch Diameter Precast Concrete Manhole.

1.21

VF

22.

Inside Drop Manhole Assembly (As Detailed).

8.32

VF

23.

Abandon Existing Manhole (As Detailed).

5

EA

24.

Flowable Backfill, Type C (Fill Existing Sewer Pipes).

77

CY

25.

Connect New Sanitary Piping to Existing Manholes.  Includes Coring Manhole Wall, Flexible Pipe-to-Manhole Rubber Boot, Filling Invert with Cement Concrete and Forming New Concrete Invert.

1

EA

26.

Temporary Connections to Existing Sanitary Sewer Piping During Construction.

JOB

LS

27.

PennDOT No. 2A Limestone Coarse Aggregate Backfill in Paved Areas and Road Shoulders.

4,800

TON

28.

PennDOT Type 31 Strong Post Guide Rail.  Includes Rails, Posts, Offset Brackets, Terminal Sections, and Appurtenances.

1,340

LF

29.

Storm Sewer Pipe Replacements (As Directed).  Includes AASHTO No. 57 Pipe Bedding (Depth Varies).

 

 

 

a.     12 Inch RCP

25

LF

 

b.     15 Inch RCP

25

LF

 

c.      18 Inch RCP

25

LF

30.

Temporary Asphalt Pavement (Warm Mix).

110

TON

31.

County Road Trench Restoration.  Includes 2 in Wearing Course, 3 Inch Binder Course, and 5 Inch Base Course (As Detailed).

1,200

SY

32.

Gravel Shoulder Restoration (As Detailed).

1,600

SY

33.

Asphalt Drive Trench Restoration (As Detailed).

50

SY

34.

2 Inch Milling and Overlay of County Road.  Includes 2 Inch Wearing Course (As Detailed).

3,500

SY

NIRA Consulting Engineers, Inc.

950 Fifth Avenue, Coraopolis, PA 15108
412.262.3970

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