1-261008 - Full woodland Plaza Bid set.pdf

PDF 2 MB Posted Oct 9, 2026

Attached to: Woodland Plaza Apartments Storm Pipe Lining
Solicitation number: US.257788
Issued by: Berks County, Pennsylvania

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Written by GovTribe AI · Nov 10, 2026

This is a bid set document for the Woodland Plaza Apartments Storm Pipe Lining project prepared by McCarthy Engineering Associates, Inc. for the Borough of Wyomissing, Berks County, Pennsylvania. The project involves re-lining an existing 24-inch corrugated metal pipe (CMP) storm drain located within the Woodland Plaza Apartments parking lot along Woodland Road and State Hill Road. Proposals will be received online via the PennBid Program until 11:00 am on November 12, 2026, with bid opening and tabulation summaries to follow at 1:30 pm on the same day. The bids will be publicly awarded on December 8, 2026 at 7:00 pm at Wyomissing Borough Hall, 22 Reading Boulevard, Wyomissing, PA 19610. Requests for Information must be submitted online via PennBid by 12:00 pm on November 2, 2026. The work location is situated at 22 Reading Boulevard, Wyomissing, PA 19610, and the project site plan indicates the proposed limit of work within the plaza area.

Bidders must be PennDOT pre-qualified contractors and shall conform to the Pennsylvania Prevailing Wage Act since the estimated construction costs exceed $25,000. A bid bond, cashier's check, or certified check equal to ten percent (10%) of the bid amount is required, payable to Wyomissing Borough. The successful bidder must provide a Performance Bond in the amount of one hundred percent (100%) of the contract amount within ten (10) calendar days of award. Bidders must submit a properly executed Bid Form, Non-Collusion Affidavit, Certification Statement, and Contractor's Qualification Statement. The contractor shall comply with all General Conditions and detailed Specifications, OSHA standards, and local, county, and state regulations. The contractor is responsible for verifying existing utility locations, coordinating with utilities including PPL Electric for de-energization, providing temporary utilities and facilities, submitting shop drawings for approval, maintaining an approved construction schedule to minimize disruption to operations, and providing as-built construction documentation upon completion. The Municipal Representative is Jim Babb, Public Works Director.

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File	Type	Posted
4-DIV.Technical.pdf	PDF	Oct 9, 2026
2-DIV.0.pdf	PDF	Oct 9, 2026
3-DIV.1.pdf	PDF	Oct 9, 2026

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DATE: JANUARY 31, 2026

ONE CALL SYSTEM SERIAL NUMBER: 20260152866

PA ONE CALL NOTES:

PENNSYLVANIA ACT 287, AS AMENDED BY ACT 121 REQUIRES NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY

PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.

ONE CALL SYSTEM NOTIFICATION BY McCARTHY ENGINEERING ASSOCIATES, INC.

UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM VISIBLE LOCATION, ACT 287, AS AMENDED BY ACT 121, UTILITY RESPONSES AND/OR BEST AVAILABLE PLAN INFORMATION.

McCARTHY ENGINEERING ASSOCIATES, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT McCARTHY ENGINEERING ASSOCIATES, INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT NO. 121 OF OCTOBER 2008.

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WOODLAND PLAZA

MTF GRANT

WYOMISSING BOROUGH

22 READING BOULEVARD

WYOMISSING, PA 19610

GENERAL NOTES:

1. THE CONTRACTOR SHALL VISIT THE JOB SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. THE CONTRACTOR SHALL MAKE NECESSARY INVESTIGATIONS AND INQUIRIES TO APPROPRIATE

PARTIES WITH REGARDS TO THE WORK TO THOROUGHLY UNDERSTAND THE RESPONSIBILITIES PRIOR TO BIDDING.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND DETAILS OF EXISTING CONDITIONS AT THE SITE FOR ASSURANCE OF AN ACCURATE COMPLETION OF THE WORK PRIOR TO

ORDERING MATERIALS OR PROCEEDING WITH THE WORK.

3. CONTRACTOR SHALL LOCATE AND VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS FOR ALL EXISTING ON SITE FEATURES AND AMENITIES WITHIN THIS WORK PRIOR TO THE START OF

CONSTRUCTION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH PPL ELECTRIC TO DE ENERGIZE EXISTING LINES ALONG WESTERN SIDE OF CAMBRIDGE AVENUE, PRIOR TO

EXCAVATION FOR PROPOSED INTERCEPTOR MAIN.

5. EXISTING UTILITY LOCATIONS AND DEPTHS ARE APPROXIMATE AND THE CONTRACTOR SHALL VERIFY EXACT DEPTHS AND LOCATIONS PRIOR TO DIGGING IN THAT LOCATION.

6. THE CONTRACTOR SHALL HAND EXCAVATE WITHIN 18 INCHES OF ALL PROPOSED AND EXISTING UTILITY CROSSINGS.

7. THE CONTRACTOR SHALL PROVIDE PROPER CLEARANCE AND PROTECTION FOR ALL ABOVE GROUND EQUIPMENT AND UTILITIES.

8. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN TEMPORARY PROTECTIVE SYSTEMS FOR ALL ADJACENT STRUCTURE STABILITY, EXCAVATION AND TRENCHING INCLUDING BUT NOT LIMITED TO BRACING, SHORING, SLOPING, BENCHING AND SHIELDING AS PER OSHA STANDARDS AND SPECIFICATIONS, LATEST EDITIONS.

9. ALL THE WORK SHALL CONFORM TO THE REGULATIONS OF OSHA AND ALL LOCAL, COUNTY AND STATE LAWS, LATEST EDITIONS.

10. THE LATEST EDITION OF ALL SPECIFIED REFERENCES SHALL APPLY THROUGHOUT THE PLAN SET.

11. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, PRODUCT SPECIFICATIONS AND VENDOR INFORMATION FOR ALL FABRICATION WORK AND MATERIALS TO THE OWNER FOR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH PURCHASE, INSTALLATION, REMOVAL, MANUFACTURE AND ASSOCIATED WORK.

12. THE CONTRACTOR SHALL PLACE AND STORE ANY EQUIPMENT AND MATERIALS IN A RESPONSIBLE LOCATION, APPROVED BY THE OWNER, AS TO NOT INTERFERE WITH PEDESTRIAN AND MOTOR

VEHICLE TRAFFIC BOTH DURING AND AFTER A WORK DAY.

13. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL CONSTRUCTION ACTIVITIES VIA A WRITTEN APPROVED SCHEDULE TO MINIMIZE DISTURBANCE TO ANY ONGOING OWNER OPERATIONS AT THE SITE. DO NOT BLOCK ACCESS TO THE SITE. THE CONTRACTOR SHALL COORDINATE DELIVERIES AND CONSTRUCTION OPERATIONS WITH THE OWNER.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY UTILITIES REQUIRED FOR THE WORK INCLUDING, BUT NOT LIMITED TO, POWER, WATER, SANITARY SEWER AND TELEPHONE.

15. THE CONTRACTOR SHALL DEMOLISH, FURNISH AND INSTALL IN A RESPONSIBLE CONSTRUCTION SEQUENCE TO ACHIEVE A LEVEL OF QUALITY AS DICTATED ON THIS PLAN SET, SPECIFICATIONS AND

APPLICABLE CODES.

16. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO THE ORIGINAL CONDITIONS AS THEY WERE FOUND PRIOR TO MOBILIZATION AND CONSTRUCTION.

17. THE OWNER MAY REQUIRE A QUALIFIED INDEPENDENT TESTING AGENCY TO TEST THE QUALITY OF WORKMANSHIP AND MATERIALS THAT WILL PROVIDE WRITTEN REPORTS TO THE CONTRACTOR, OWNER AND ENGINEER. THE CONTRACTOR WILL BE NOTIFIED IMMEDIATELY OF THE DEFICIENT WORK AND REMEDIATE THE DEFICIENCY IN A TIMELY MANNER. RETESTING SHALL BE AT THE

CONTRACTOR'S EXPENSE.

18. A PRE-CONSTRUCTION MEETING SHALL BE HELD ON SITE WITH OWNER AND/OR ENGINEER PRIOR TO THE START OF ANY WORK.

19. CONTRACTOR SHALL PROVIDE "AS-BUILT" CONSTRUCTION INFORMATION TO THE OWNER AND ENGINEER UPON COMPLETION OF THIS WORK.

20. THE CONTRACTOR SHALL VERIFY WITH OWNER FOR LOCATION AND SHUT OFF PROCEDURE FOR ALL UTILITIES LOCATED WITHIN THE WORK.

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING VALVES, CONNECTIONS OR SHUTOFFS ASSOCIATED WITH DEMOLITION ACTIVITIES FOR THIS WORK.

22. THE CONTRACTOR SHALL DEMOLISH, REMOVE AND DISPOSE OF DEMOLITION DEBRIS INCLUDING, BUT NOT LIMITED TO, PIPING, CONCRETE, EARTH AND BITUMINOUS PAVEMENT IN A PROPER MANNER TO AN OFFSITE DISPOSAL FACILITY AND PROVIDE DISPOSAL INFORMATION AS REQUESTED BY THE OWNER.

23. THE CONTRACTOR SHALL APPLY PROPER ENVIRONMENTAL DUE DILIGENCE WHEN DISPOSING OF DEMOLITION DEBRIS AND EXCESS MATERIALS.

24. THE CONTRACTOR SHALL USE SUPPORTS AND SHORING TECHNIQUES TO PROPERLY SUPPORT EXISTING UTILITY CROSSINGS AND TRENCH WALLS ASSOCIATED WITH DEMOLITION ACTIVITIES AS

PER OSHA REGULATIONS.

25. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AND CONCRETE AS SHOWN ON THE PLAN PRIOR TO THE REMOVAL OF ANY BITUMINOUS PAVEMENT OR DEMOLITION ACTIVITIES ASSOCIATED

WITH THIS WORK.

26. UNDERGROUND FACILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND PLANS OF OTHERS AND THEREFORE THEIR ELEVATION AND LOCATION MUST BE CONSIDERED AS APPROXIMATE ONLY. THE VERIFICATION OF EACH FACILITY SHOWN OR NOT SHOWN, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT NO WORK IS DONE WITHOUT THE PROPER INSPECTIONS BY LOCAL AUTHORITY OR GOVERNING AGENCY.

28. THE CONTRACTOR SHALL NOTIFY THE OWNER AND/OR ENGINEER AS SOON AS POSSIBLE IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS OR SPECIFICATIONS.

29. THE CONTRACTOR SHALL RESTORE ANY EXISTING RAIN WATER DRAINS ALONG CURB LINE TO ENSURE DRAINAGE.

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READING BOULEVARD

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CAMBRIDGE AVENUE

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OLD MILL

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MUSEUM ROAD

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WYOMISSING

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PAPER MILL

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WOODLAND

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BERKSHIRE BOULEVARD

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STATE HILL ROAD

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PENN AVENUE

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RT. 12

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PARK ROAD

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CROSSING DRIVE

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GRANDVIEW

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BLVD.

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ROAD

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ROAD

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ROAD

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FARR ROAD

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BLVD.

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WELLINGTON

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BLVD.

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LAWNDALE RD.

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LINCOLN AVE.

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LOGAN AVE.

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RT. 222

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WYOMISSING BOROUGH HALL

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WYOMISSING BOROUGH

AutoCAD SHX Text McCARTHY ENGINEERING

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WINGERT RD.

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WOODLAND PLAZA MTF GRANT AREA

AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

AutoCAD SHX Text Wyomissing, PA 19610

EXISTING LIGHTING FEATURES

EXISTING SANITARY SEWER & MANHOLE

EXISTING STORM SEWER & CATCH BASIN

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING CURB AND DEPRESSED CURB

EXISTING UTILITY POLE

EXISTING OVERHEAD WIRE

EXISTING TREE LINE

EXISTING FENCE

EXISTING SIGNS

ZONING DISTRICT BOUNDARY

EXISTING TREE/EVERGREEN/SHRUB

EXISTING CONTOURS450

PROPOSED LIMIT OF WORK

LEGEND:

PROPERTY BOUNDARY

N76°53'00"W

N76°53'00"WN

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R=30.00' D=89°59'33"

CH.=42.42'

CH.BRG.=S58°06'47"W

ARC=47.12'

135.00'

355.00'

780.00'

S13°07'00"W 10.00'

EXISTING

BUILDING

EXISTING

BUILDING

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BUILDING

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BUILDING

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PROPOSED

LIMIT OF WORK

24" CMP PIPE TO BE RELINED

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24" CMP

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AutoCAD SHX Text 1011 North Park Road

AutoCAD SHX Text www.McCarthy-Engineering.com

AutoCAD SHX Text Pottstown, PA 19464

AutoCAD SHX Text 2500 East High Street

AutoCAD SHX Text Suite 100

AutoCAD SHX Text Suite 630

AutoCAD SHX Text Phone: 610.373.8001

AutoCAD SHX Text Wyomissing, PA 19610

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File details come from the government source that posted it. Updated Nov 10, 2026.