2-260826 Addendum 1.pdf

Fallowfield Township Addendum No. 1 Elementary Park Improvements Project

Carroll Township 1 of 2 Addendum No. 1 Valley Avenue Park Phase 2 Project

ADDENDUM NO. 1/August 26, 2026/to the Contract Documents for the ELEMENTARY PARK IMPROVEMENTS PROJECT for Fallowfield Township, Washington County, Pennsylvania, dated July 2026.

Engineer’s Project No. AG085753.012

This Addendum is part of the above noted Contract Documents dated July 2026 and in conformity with the requirements of the INFORMATION TO BIDDERS must be acknowledged on the first page of the PROPOSAL when submitted with the Bid.

I. GENERAL

A. The sign-in sheet for the pre-bid meeting that was held on August 18, 2026 is attached to this addendum. Attendance was not mandatory.

B. The agenda for pre-bid meeting is attached to this addendum for reference only.

II. CLARIFICATIONS

A. The 3-foot high wooden fence around the playground has been removed. Therefore, the relocation of this wooden fence is removed from the scope of the project.

B. The project scope is amended to include the procurement and installation of a new ADA parking sign, post and post foundation.

III. SPECIFICATION ADDENDA

A. Specification Section PROPOSAL:

1. The PROPOSAL (Pages C-1 through C-3) is hereby replaced in its entirety with the attached Pages C-1 through C-3. Pages C-4 through C-9 of the PROPOSAL are unchanged.

B. Specification Section SUMMARY OF WORK:

1. Paragraph 1A.1 Scope of Project shall be replaced in its entirety with the following:

1A.1.1 This project includes the removal of existing bituminous concrete pavement adjacent to the Township Pavilion and the installation of new bituminous concrete paving and pavement markings, as shown on the drawings, to meet ADA requirements. Work also includes creating a new concrete ramp and sidewalk to connect to the playground’s ADA-accessible entrance and installing new handrails on both sides of the ramp in timber steps to improve access between the pavilion and playground. Additional work include the installation of a 4-inch HDPE perforated underdrain in the pavilion area, installation of a new 6-inch HDPE storm drain that is to be connected to the three existing downspouts on the north side of the pavilion, landscaping improvements and the procurement and installation of a new ADA parking sign, including sign post and sign post foundation, as indicated on the drawings.

Fallowfield Township Addendum No. 1 Elementary Park Improvements Project

Carroll Township 2 of 2 Addendum No. 1 Valley Avenue Park Phase 2 Project

IV. DRAWING ADDENDA

C. Drawing C-3: The following items noted in red on Drawing C-3 are hereby incorporated into the Contract via this addendum. A copy of the revised Drawing C- 3 is attached to this addendum.

1. The 3-foot Wooden Fence shown on the drawings does not exist.

2. Contractor shall install 6-inch storm sewer and provide connections to the three existing roof downspouts along the northern side of the park pavilion, as shown on the drawings.

3. Contractor shall procure a new ADA Parking sign and install, along with sign post and sign post foundation, per the Typical Accessible Parking Sign Detail, a copy of which is attached to this addendum.

END OF ADDENDUM NO. 1

PRE-BID CONFERENCE

ELEMENTARY PARK IMPROVEMENTS PROJECT

For

FALLOWFIELD TOWNSHIP

WASHINGTON COUNTY, PENNSYLVANIA

Pre-Bid Meeting Tuesday, August 18, 2026 10:00 a.m.

Fallowfield Township Municipal Building 9 Memorial Drive, Charleroi, PA 15022

Agenda

1. Introduction

A. Project Description:

1) The Project consists of:

Without intending to limit or restrict extent of work required under this Contract, Work to be performed comprises the following:

• The removal of existing bituminous concrete pavement adjacent to the

Township Pavilion and the installation of new bituminous concrete paving and pavement markings, as shown on the drawings, to meet ADA requirements.

• Installation of a new concrete ramp and sidewalk to connect to the playground’s ADA-accessible entrance.

• Installation of new handrails on both sides of the new concrete ramp and timber steps to improve access between the pavilion and the playground.

• Installation of a new 4-inch HDPE perforated underdrain in the pavilion area.

• Landscaping improvements.

• Relocation of the existing wooden fence.

• Procurement and installation of a new ADA parking sign.

2) Scope includes all work necessary for a complete project.

3) Project Location:

a. Fallowfield Township’s Elementary Park

b. 2 Florence Dr #98, Charleroi, PA 15022

2. Bidding Procedures

A. Bidding Schedule

1) Bid Date: Wednesday, September 2, 2026

2) Bid Time: Submitted by 3:00 p.m. prevailing time, on PennBid

3) Bid documents are available at no cost via the PennBid Platform.

4) All questions must be submitted via PennBid.

5) Bids will be publicly opened and read aloud at the continued Fallowfield

Township Supervisors meeting at 6:00 pm on Wednesday, September 2, 2026 at the Fallowfield Township Municipal Building. Results will be displayed on PennBid the following day.

B. Items Required in Bid Package

1) Proposal (Bid Form) – Pages C-1 to C-9.

2) Certified Check or Bid Bond in the amount equal to 10% of the bid.

3) PA Public Works Employment Verification Form

4) Pennsylvania Nondiscrimination / Sexual Harassment Clause

5) The Proposal (Bid Form) shall not be separated from the complete set of bid documents, which shall be submitted in its entirety with the Proposal completely filled in.

C. Qualifications of Bidders – The Owner may make such investigations as deemed necessary to determine the ability of the Bidder to perform the work. See Information For Bidders (Pages B-1 to B-8).

D. Access to Project Location – Contact Fallowfield Township at (724) 483-8700.

3. Review of Selected Items in Contract Documents

A. Project Schedule

1) Completion Date – 90 days from Notice to Proceed – See Contract (Pages F-1 to

F-2).

B. Liquidated Damages

1) Specified as $500.00 per calendar day as stipulated under the Contract (Pages F-1 to F-2).

C. Special Conditions

1) Supplemental General Conditions (Pages E-1 to E-8).

2) Insurance Requirements – See Certificate of Insurance provided at the end of the

Supplemental General Conditions Section.

3) State Wage Rates are required.

4. General Questions

5. Site Visit

AutoCAD SHX Text

3000 PSI CONCRETE FOOTING

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THIS SIGN TYPICAL AT

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NOT TO SCALE

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PARKING SPACE

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EACH ACCESSIBLE

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TYPICAL ACCESSIBLE PARKING SIGN

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2'-0"

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LAWN

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SEE PAVING SECTION

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PLATED NUTS, BOLTS AND

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WITH 5/8" DIA. CADMIUM

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0.100 ALUMINUM WITH

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NOTE: PANELS ARE TO BE

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COPY. BOLT TO STEEL TUBE

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RAISED OR SILKSCREEN

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WHERE APPLICABLE

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STEEL POLE

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3" GALVANIZED

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 1'-6"

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ACCESSIBLE

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VAN

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WASHERS.

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RESERVED

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PARKING

FALLOWFIELD TOWNSHIP C-1 PROPOSAL

PROPOSAL

TO FALLOWFIELD TOWNSHIP

9 MEMORIAL DRIVE

CHARLEROI, PA 15022

1. The undersigned, having familiarized themselves/himself with the local conditions affecting the cost of the work and with all components of the Contract Documents, as enumerated in the Supplemental General Conditions section of the Specifications, hereby proposes to furnish all labor, materials both expendable and permanent, necessary tools and equipment, utilities, transportation, and all services necessary to perform and complete all of the work required for the construction of

CONTRACT NO. 2026-1 (LS 24-07)

ELEMENTARY PARK IMPROVEMENTS

all in accordance with the Drawings and Specifications as prepared by Hatch Associates Consultants, Inc., including Addenda Nos.

__________________________________ for the following lump sum and/or unit price(s):

FALLOWFIELD TOWNSHIP C-2 PROPOSAL

FALLOWFIELD TOWNSHIP

CONTRACT NO. 2026-01 (LS 24-07)

ELEMENTARY PARK IMPROVEMENTS

PROPOSAL PAGES

ITEM

NO.

ESTIMATED

QUANTITY

DESCRIPTION UNIT PRICE TOTAL PRICE

1. 1 L.S. Mobilization/Demobilization $_________

2. 1 L.S. Site Preparation and Demo $_________

3. 1 L.S. Erosion and Sedimentation $_________

4. 120 L.F.

Installation of 4-inch HDPE Perforated Underdrain including backfill, geotechnical measures, bedding and pipe end treatments

5. 120 L.F.

Installation of 6-inch HDPE Storm Sewer, including backfill, geotechnical measures, bedding and pipe end treatments and connection to three (3) existing Pavilion downspouts

6. 38 Tons Minimum 4-inches of Compacted Type 2A Subbase $______ $_________

7. 40 Tons

3.5-Inches of Asphalt Paving (2” of 19.5 mm binder mix and 1.5” wearing course)

8. 1 L.S. Pavement Marking/Line Striping $_________

9. 1 L.S. Installation of Timber Stairs $_________

10. 450 S.F. Installation of Concrete Walkway $______ $_________

11. 1 L.S.

Installation of Ramp Handrail (both sides of the Ramp)

12. 1 L.S.

Landscaping and new ADA Parking Sign, including post and foundation as outlined on the construction drawings

TOTAL PRICE BID FOR CONTRACT NO. 2026-01

(SUM OF ITEMS NOS. 1 THROUGH 12) $_______________

FALLOWFIELD TOWNSHIP C-3 PROPOSAL

Note: The Owner may add or delete quantities from any of the Bid Items comprising this Contract as conditions dictate. The Contract prices will be adjusted, up or down accordingly, by multiplying the quantity added or deleted by the unit price contained in the Proposal and adding or subtracting the product to or from the Contract Price, as the case may be.

2. Accompanying this Proposal is a (Certified Check/Bid Bond) in the amount of ________________ Dollars ($____________) payable to Fallowfield Township, which it is agreed, shall be retained as liquidated damages by the Owner, if the undersigned fails to execute the Contract and furnish bonds as specified within ten (10) calendar days after notification to do so.

3. To complete the work under Contract No. 2026-01 will require ninety (90) consecutive calendar days from the date of written Notice to Proceed.

4. In submitting this bid it is understood that the right is reserved by the Owner to reject any or all bids and to waive any informalities in the bidding.

5. It is agreed that this bid may not be withdrawn for a period of ninety (90) calendar days from the opening.

Date:

ATTEST: FIRM NAME: _______________________________

BY: _______________________________

TITLE: _______________________________

Corporate Secretary

Official Address:

__________________________________ SEAL

+1245.95

+BR1246

+TR1249

+TS1246

+BS1249

SPOT ELEVATION

BOTTOM OF RAMP

TOP OF RAMP

TOP OF STAIR

BOTTOM OF STAIR

1246 CONTOUR

LIMIT OF WORK

EXISTING CONTOUR

GRADE BREAK

6" PERFORATED HDPE

UNDERDRAIN

LEGEND

LEGEND

CONCRETE WALK

BITUMINOUS CONCRETE

4" WHITE PAVEMENT MARKINGS

CRUSHED STONE TRENCH

RAMP HANDRALIS

LIMIT OF WORK

GRAVEL

CONTROL JOINT

EXPANSION JOINT

X X

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3' WOODEN FENCE

3' WOODEN FENCE

SIGN:

RESERVED PARKING

1' PLASTIC

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1' PLASTIC BORDER

3' W O

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FEN

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GRASS

GRAVEL

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PAVILION

MULCH

PLAYGROUND

PLASTIC SLIDES

ASPHALT

7' PLASTIC FENCE

20.00

5.50

7.

RAMP HANDRAILS -

BOTH SIDES

3&4 C-4

CONCRETE WALK2

C-4

TIMBER STAIRS5

C-4

CONCRETE WALK

(WIDEN EXISTING WALK TO 5' WIDTH)

PROPOSED RAMP

4" WHITE PAVEMENT

MARKINGS, TYP.

BITUMINOUS

CONCRETE

C-4

.0

5.

RELOCATE EXISTING WOOD

FENCE TO MEET PERIMETER

FENCING

X X

LIMIT OF WORK

RELOCATE ADA PARKING

SIGN

CRUSHED STONE EDGE

1.

5.00

CRUSHED STONE TRENCH6

C-45.00

(SU

R

FAC

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28.00

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10.50

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ALIGN NEW

JOINTS WITH

EXISTING JOINTS

5.

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3 EQ. FLAGS

3 EQ. FLAGS

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STORM GRATE TOP ELEV: 1245.62

SS MHRIM ELEV:FILLED WITH DEBRIS

SS MHRIM ELEV:FILLED WITH DEBRIS

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MEG

MEG

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X

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ABUT EX.

CONCRETE

OUTLET BEYOND

STRUCTURE

4" DIA. PERFORATED HDPE

UNDERDRAIN (SEE NOTE 10)

$$WATERMARKD$$

SIGNATURE

REGISTERED PROFESSIONAL

NAME

ENG REG NUMBER

REVISION DATE

ORIGINAL DATE

SIGNATURE

HATCH DRAWING NUMBER:

NR

ROLE NAME DATE

LEAD DISC. ENG.

ENG. MANAGER

PROJ. MANAGER

NRDRAFTSPERSON

DESIGNER

CHECKER

DESIGN COORD.

RESP. ENG.

SCALE REVDWG. No.DATECHK'DBYDESCRIPTION

REVISIONS

No.DRAWING No.

REFERENCE DRAWINGS

DRAWING TITLE

OR AS NOTED

THIS DRAWING WAS PREPARED FOR THE EXCLUSIVE USE OF [ CLIENT ] ("CLIENT") AND IS ISSUED PURSUANT TO [ THE RELEVANT AGREEMENT ] BETWEEN CLIENT AND [ HATCH LTD. ] ("HATCH"). UNLESS OTHERWISE AGREED IN WRITING WITH CLIENT OR SPECIFIED ON THIS DRAWING, (A) HATCH DOES NOT ACCEPT AND DISCLAIMS ANY AND ALL LIABILITY OR RESPONSIBILITY ARISING FROM ANY USE OF OR RELIANCE ON THIS DRAWING BY ANY THIRD PARTY OR ANY MODIFICATION OR MISUSE OF THIS DRAWING BY CLIENT, AND (B) THIS DRAWING IS CONFIDENTIAL AND ALL INTELLECTUAL PROPERTY RIGHTS

EMBODIED OR REFERENCED IN THIS DRAWING REMAIN THE PROPERTY OF HATCH.

ELEMENTARY PARK

FALLOWFIELD TOWNSHIP

WASHINGTON COUNTY, PA

FALLOWFIELD TOWNSHIP

A

GRADING AND DRAINAGE PLAN &

LAYOUT AND MATERIALS PLAN

C. CAMPOS

C. LAMPARK

1/26 1/26

1/26

AS NOTED C-3

C. CAMPOS

A. KEEL

SCALE:

LAYOUT AND MATERIALS PLAN

1"=10'-0"1

SCALE:

GRADING AND DRAINAGE PLAN

1"=10'-0"2

LAYOUT AND MATERIALS NOTES:

1. ALL LAYOUT LINES, OFFSETS OR REFERENCES TO LOCATING OBJECTS ARE

EITHER PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR SHALL CONFIRM EXISTING PATHWAY LIMITS AND ALIGNMENTS

WITH THE CONSTRUCTION DOCUMENTS AND NOTIFY THE OWNERS

REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE TWO.

3. ALL PROPOSED PATHWAYS AND SITE IMPROVEMENTS SHALL BE LAID OUT AND

STAKED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION BY THE OWNER;S

REPRESENTATIVE. ANY REQUIRED FIELD ADJUSTMENTS SHALL BE UNDERTAKEN

AT NO ADDITIONAL COST TO THE OWNER.

4. CONTRACTOR SHALL SET, PROTECT, AND REPLACE ALL REFERENCE MARKINGS

AND STAKING AS NECESSARY OR AS REQUIRED BY THE OWNER'S

REPRESENTATIVE.

GRADING AND DRAINAGE NOTES:

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD AND

SHALL REPORT ANY DISCREPANCIES BETWEEN THE EXISTING AND PROPOSED

CONDITION TO THE OWNER'S REPRESENTATIVE.

2. ALL PROPOSED PAVEMENTS SHALL SMOOTHLY MEET THE LINE, GRADE AND

EDGES OF EXISTING ADJACENT PAVEMENT SURFACES AS WELL THE TOP OF

RAMPS AND BACK OF CURBS.

3. WHERE NEW EARTHWORK MEETS EXISTING EARTHWORK, CONTRACTOR SHALL

BLEND THE GRADES SMOOTHLY, PROVIDING VERTICAL CURVES OR ROUNDS AT

ALL TOP AND BOTTOM OF SLOPES, AND ELIMINATE ROUGH SPOTS AND ABRUPT

GRADE CHANGES.

4. CONTRACTOR SHALL ENSURE ALL AREAS PROPERLY PITCH TO DRAIN, WITH NO

SURFACE WATER PONDING OR PUDDLING.

5. ALL NEW WALKWAY / ACCESS PATH GRADING MUST CONFORM TO CURRENT

AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS: WALKWAYS SHALL

MAINTAIN A CROSS PITCH OF NOT MORE THAN ONE AND A HALF (1.5%) PERCENT

AND THE RUNNING SLOPE (PARALLEL TO THE DIRECTION OF TRAVEL) BETWEEN

1% MIN. AND 4.5% MAX. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR

SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE PRIOR TO CONTINUING

WORK.

6. ALL UTILITY GRATES, COVERS OR OTHER SURFACE ELEMENTS INTENDED TO BE

EXPOSED AT GRADE SHALL BE FLUSH WITH THE ADJACENT FINISHED GRADE

AND ADJUSTED TO PROVIDE A SMOOTH TRANSITION AT ALL EDGES.

7. EXCAVATION REQUIRED WITHIN PROXIMITY OF KNOWN EXISTING UTILITY LINES

SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO

EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION

OPERATIONS AT NO COST TO THE OWNER.

8. THE CONTRACTOR IS CAUTIONED THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AND STRUCTURES, AS SHOWN ON THESE PLANS.

THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

THE CONTRACTOR, PRIOR TO THE START OF CONSTRUCTION, SHALL VERIFY THE

LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD.

THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, AND

ANY GOVERNING PERMITTING AUTHORITY, AT LEAST 72 HOURS PRIOR TO ANY

EXCAVATION WORK TO REQUEST THE EXACT FIELD LOCATION OF UTILITIES AND

THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY

UTILITIES INTERFERING WITH THE PROPOSED CONSTRUCTION AND

APPROPRIATE REMEDIAL ACTIONS TAKEN BEFORE PROCEEDING WITH THE

WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE

ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS

SHOWN ON THE PLAN.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING

ALL CONTROL POINTS AND BENCH MARKS NECESSARY FOR THE WORK.

10. INSTALL 4" HDPE PERFORATED UNDERDRAIN IN FILTER "SOCK" WITHIN CRUSHED

STONE TRENCH. SET UNDERDRAIN ELEVATION TO MAINTAIN POSITIVE SLOPE TO

OUTLET POINT. REFER TO PLAN FOR APPROXIMATE UNDERDRAIN OUTLET

LOCATION, FINAL LOCATION SHALL BE REVIEW FOR APPROVAL BY THE OWNER'S

REPRESENTATIVE PRIOR TO INSTALLATION.

11. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE WHITE THERMOPLASTIC.

NORTHSCALE: 1" =

20'5' 10'0

10'-0"

NORTHSCALE: 1" =

20'5' 10'0

10'-0"

1/26 rdengler Line rdengler Line rdengler Callout Contractor shall install 6-inch HDPE Storm Drain rdengler Ellipse rdengler Ellipse rdengler Ellipse rdengler Line rdengler Line rdengler Line rdengler Callout Contractor shall connect existing roof downspouts (3) to new 6-inch HDPE storm drain with 4-inch piping rdengler Arrow rdengler Arrow rdengler Line rdengler Line rdengler Callout Contractor shall procure and install new ADA Parking Sign, sign post and post foundation. See Detail provided with Addendum #1 rdengler Line rdengler Line rdengler Line rdengler Line rdengler Callout The relocation of the existing wooden fence has been removed from the Contract rdengler Text Box NOTATIONS IN RED ARE CHANGES TO THE DRAWING AS DESCRIBED IN ADDENDUM #1 DATED AUGUST 26, 2026 rdengler Line rdengler Line rdengler Line rdengler Line rdengler Line rdengler Line rdengler Line rdengler Line rdengler Callout

3' WOODEN FENCE DOES NOT EXIST

rdengler Arrow rdengler Arrow

Engineer’s Project No. AG085753.012