1-2026.05.12 Final PM BSC.pdf

2026 BITUMINOUS SEAL COAT/TYPE 2

SLURRY SEAL PROJECT

Submitted to: Upper Macungie Township ATTN: Robert Ibach, Jr.

8330 Schantz Road Breinigsville, PA 18031

[008621.0444]

1275 Glenlivet Drive, Suite 145 Allentown, PA 18106

304.284.9222 www.hrg-inc.com

Herbert, Rowland & Grubic, Inc.

Engineering | Planning | Infrastructure Solutions Submitted: May 13, 2026

BIDDING DOCUMENTS

rwatts Stamp rwatts Stamp rwatts Typewriter 5/12/26

TABLE OF CONTENTS

1. Invitation to Bid

2. PennDOT MS-944 Proposal and Contract

3. PennDOT MS-944 Attachment I

4. PennDOT MS-944 Instruction to Bidders

5. PennDOT MS-944 Attachment IA (Special Provisions)

6. Attachment 1B (Locations and Striping Plans)

7. Attachment 1C (Additional Specifications)

8. Attachment 1D (Public Works Employment Verification Form)

9. Attachment 2 PennDOT MS-944 Performance Bond

I 0. Attachment 3 PennDOT MS-944 Payment Bond

1I. Attachment 4 PennDOT Affidavit Re Accepting Provisions of the Workman's

Compensation Act

12. Maintenance Bond

13. PennDOT Anti Collusion Affidavit

14. Penn DOT Notice of Completion

15. PennDOT Certificate of Compliance

Upper Macungie Township will receive sealed bids electronically via the PennBid Program for the

2026 Bituminous Seal Coat with Slurry Seal project for approximately 46,878 SY. Sealed bids will be received until 9:00 AM (prevailing time) on June 1, 2026. Bid results will be made available on

PennBid after the bid opening.

Copies of the Specifications/Bid Forms are available at no cost on PennBid

(https://pennbid.net/).

Each bid must be accompanied by Bid Security made payable to Upper Macungie Township in an amount of ten percent (10%) of the Bid price and in the form of a certified or bank check or a Bid

Bond issued by a surety meeting the requirements of PennDOT Pub. 408. The successful Bidder must furnish Performance and Payment Bonds each in an amount equal to the Contract Price and meeting PennDOT Pub. 408 Section 103.04 requirements. Bidders must be PennDOT Prequalified per PennDOT Pub. 408 Section 102. Upper Macungie Township reserves the right to waive any informality and to reject, any or all Bids.

Robert Ibach, Jr. - Township Manager

Upper Macungie Township

Advertise: Parkland Press; Wednesday, May 13, 2026

Wednesday, May 20, 2026

IB- 1

Watts, Randy

2026 Bituminous Seal Coat/Type 2 Slurry Seal Project

Watts, Randy Typewriter Upper Macungie Township

Watts, Randy Typewriter June 1, 2026

Watts, Randy Typewriter Jazmin Vazquez

Watts, Randy Typewriter 9:00 am

Watts, Randy Typewriter 8330 Schantz Rd

Watts, Randy Typewriter Breinigsville, PA 18031

Watts, Randy Typewriter 9:05 am

Watts, Randy

10%

Lehigh

Watts, Randy Typewriter Upper Macungie Township

Watts, Randy Typewriter 2026 Bituminous Seal Coat/

Watts, Randy Typewriter Type 2 Slurry Seal

Watts, Randy Typewriter Varies

Watts, Randy Typewriter Upper Macungie Township - See Attachment 1B for the list of streets.

Watts, Randy Typewriter

1. Construct a Bituminous Seal Coat as per PennDOT Pub 408 Section 470. Seal Coat design shall be based on a Polymer Modified Emulsion, CRS-2PM (E-3M) or RS-2PM (E-2M) and #8 stone with a 1.0% loss by wash. ADT 100-500 road surface "B".

2. After construction of the Bituminous Seal Coat, apply a Type 2 Slurry Seal as per PennDOT Pub 408 Section 482. Deficiencies in the Bituminous Seal Coat shall be repaired to the satisfaction of the Township prior to installation of the Slurry Seal. The Slurry Seal must be installed within 72 hrs of completion of the Bituminous Seal Coat. (See Attachment 1C for additional information). Seal Coat design shall be based on a Polymer Modified Emulsion, CRS-2PM (E-3M) or RS-2PM (E-2M) and #8 stone with a 1.0% loss by wash. ADT 100-500 road surface "B".

Watts, Randy Typewriter This contract contains an escalator clause for the price adjustment of bituminous materials for small quantities. A small quantity is a contract that uses or indicates for placement of 100 tons or less of asphalt cement.

Watts, Randy Typewriter 0470-0151

Watts, Randy Typewriter 46,878

Watts, Randy Typewriter

SY

Watts, Randy Typewriter Single Bituminous Seal Coat

Watts, Randy Typewriter (see Attachment #1C)

Watts, Randy Typewriter 0482-0011

Watts, Randy Typewriter 46,878

Watts, Randy Typewriter

SY

Watts, Randy Typewriter Slurry Seal, Type 2

Watts, Randy Typewriter (see Attachment #1C)

Watts, Randy Typewriter 0962-1005

Watts, Randy Typewriter

Watts, Randy Typewriter

LF

Watts, Randy Typewriter 4" Yellow Lines Waterborne

Watts, Randy Typewriter 0962-1000

Watts, Randy Typewriter

Watts, Randy Typewriter

LF

Watts, Randy Typewriter 4" White Lines Waterborne

Watts, Randy Typewriter 0960-0101

Watts, Randy Typewriter

Watts, Randy Typewriter

EA

Watts, Randy Typewriter White "ONLY" Hot Thermo Leg.

Watts, Randy Typewriter 0960-0224

Watts, Randy Typewriter

Watts, Randy Typewriter

EA

Watts, Randy Typewriter White Hot Thermo "Left Arrow"

Watts, Randy Typewriter 0960-0021

Watts, Randy Typewriter

Watts, Randy Typewriter

LF

Watts, Randy Typewriter 24" White Hot Thermo

Watts, Randy Typewriter 0960-0036

Watts, Randy Typewriter

Watts, Randy Typewriter

LF

Watts, Randy

24" Yellow Hot Thermo

10/1/26

Watts, Randy Typewriter 10/1/26

Watts, Randy Typewriter x

Watts, Randy Typewriter x

Watts, Randy Typewriter A one year Maintenance Bond is provided to the Township upon acceptance of the project. Payment will not be released prior to Township receiving the bond (100% year 1) Notices to residents to be approved by Upper Macungie Township.

See Attachment #1C for additional requirements.

See Attachment #1D for the Public Works Verification Act requirements and form.

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy Typewriter X

Watts, Randy

Scott Faust 610-395-4892 ext. 119

Attachment 1B

List of Streets for Bituminous Seal Coat/Type 2 Slurry Seal

1. Weilers Road 18,840 SY

2. Covered Bridge Crossing (Chapmans Rd to culdesac) 3,166 SY

3. Linden Hollow Lane 3,065 SY

4. Cathedral Lane (Chapmans Rd to culdesac) 2,335 SY

5. Tulip Drive 1,880 SY

6. Snowy Orchid Lane (Wild Mint Ln to Barn Swallow Ln) 4,305 SY

7. Wild Mint Lane (Indigo Way to culdesac) 5,531 SY

8. Celandine Drive (Wild Mint Ln to Snowy Orchid Ln) 1,850 SY

9. Barn Swallow Lane (Blue Barn Rd to Bastian Ln) 4,906 SY

10. Barn Swallow Lane (Blue Barn Rd to Snowy Orchid Ln) 1,000 SY

APPROX. TOTAL 46,878 SY

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Mill Run Office Center 1275 Glenlivet Drive, Suite 330

Allentown, PA 18106

610.351.0311 [phone] www.hrg-inc.com

5/6/2026 QA: ASGIS: JDDPM: RMK R008621.0444

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Sheet 1Sheet 1

Sheet 2Sheet 2

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Lowhill Township

Weisenberg Township

Longswamp Township

Lower Macungie Township

South Whitehall Township

Macungie Borough

Upper Macungie Township

Mapping derived from data provided by Lehigh County GIS, ESRI, and PennDOT.

2026 UMT Road Maintenance Cape Seal - (Bituminous Seal Coat followed by Type II Slurry) Index Sheet

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Allentown, PA 18106

610.351.0311 [phone] www.hrg-inc.com

5/6/2026 QA: ASGIS: JDDPM: RMK R008621.0444

Upper Macungie Township Lehigh County, Pennsylvania

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Mapping derived from data provided by Lehigh County GIS, ESRI, and PennDOT.

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Allentown, PA 18106

610.351.0311 [phone] www.hrg-inc.com

5/6/2026 QA: ASGIS: JDDPM: RMK R008621.0444

Upper Macungie Township Lehigh County, Pennsylvania

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CELANDINE DR (WILD MINT LN TO SNOWY

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SNOWY ORCHID LN (WILD MINT LN TO BARN

SWALLOW LN)

WILD MINT LN (INDIGO WAY TO CULDESAC)

Mapping derived from data provided by Lehigh County GIS, ESRI, and PennDOT.

2026 UMT Road Maintenance Cape Seal - (Bituminous Seal Coat followed by Type II Slurry) Sheet 2 of 3

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Allentown, PA 18106

610.351.0311 [phone] www.hrg-inc.com

5/6/2026 QA: ASGIS: JDDPM: RMK R008621.0444

Upper Macungie Township Lehigh County, Pennsylvania

0 400 800 Feet

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Roads:

WEILERS RD

Mapping derived from data provided by Lehigh County GIS, ESRI, and PennDOT.

2026 UMT Road Maintenance Cape Seal - (Bituminous Seal Coat followed by Type II Slurry) Sheet 3 of 3

1" = 800'

2026 BITUMINOUS SEAL COAT/TYPE 2 SLURRY SEAL

ATTACHMENT #1C

Upper Macungie Township

QUALIFICATIONS OF BIDDERS:

Bid will be awarded to the lowest RESPONSIBLE bidder. This determination will be made by Upper

Macungie Township. Bidders shall list completed Bituminous Seal Coat and Type 2 Slurry Seal contracts completed within the last year with dates of completion, size of project, owner and contact person.

NOTIFICATION:

The Contractor shall place door hangers at all residences at least 48 hours prior to starting any application of oil on the streets. If a street must be re-posted, the Contractor shall re-notify the residents by placing new door hangers. The door hangers shall state when the street will be closed (date), a brief description of the work, and the Contractor's name and telephone number.

The Contractor shall provide and post Road Construction Signs (indicating application of oil and proposed dates) on all subject roads at least 48 hours prior to any application of oil on the streets.

The Contractor shall provide and post Work Zone and/or Road Closed signs and Work Zone Traffic

Control in accordance with PennDOT Publication 213, latest edition on all subject roads at, prior to, and during any application of oil on the streets. "Fresh Oil" signs are to be posted and remain in place at least 48 hours after the application.

The Contractor shall notify the Township a minimum of 72 hours prior to commencing any work in order to properly coordinate the total operation.

The Contractor will supply traffic control, necessary flaggers and warning signs - including but not limited to barricades needed to protect the uncured surface from all types of traffic. Detours must be coordinated with the Township at least two weeks prior to the installation.

MAINTENANCE BOND:

A one-year, 100 percent Maintenance Bond shall be submitted to Upper Macungie Township upon acceptance of the project. This bond will be used to enforce the warranty, if necessary. Payment will not be released prior to receipt of Maintenance Bond.

1) TYPE 2 SLURRY SEAL

SPECIFICATIONS:

Construct a Type 2 Slurry Seal as per Penn DOT Pub 408 Section 482. The Slurry Seal must be installed within 72 hours of completion of the Bituminous Seal Coat. All mix designs must be

PennDOT approved prior to pavement installation. Confirmation of the approved mix design shall be submitted to the Township's Director of Public Works prior to the installation. Quantities are estimates and shall be field verified by the Contractor.

Attachment #1C 2026 Bituminous Seal Coat/Type 2 Slurry Seal Project

PREPARATION OF SURFACE:

Clean all pavements to be seal coated. Remove and dispose of all unsuitable material with a pick-up style broom. Proper disposal and hauling of debris will be the Contractor's responsibility. Manholes, valve covers, catch basins, etc. shall be located, referenced and protected from bituminous material.

Remove and properly dispose of the protective coverings upon completion of the bituminous seal coat. Any damage caused by the sweeping must be repaired to the satisfaction of the Township prior to the installment of the Slurry Seal.

LOOSE AGGREGATE REMOVAL:

Excess aggregate shall be swept and removed from the roadway and adjacent areas, prior to placement of the Type 2 Slurry Seal, with a minimum of 2 street sweepers. One shall be a pick-up style broom and the 2nd shall be a rotary style broom. Gutter brooms shall not to be used so as not to dislodge chips. Sweeping shall continue until all loose aggregate is removed from the roadway and adjacent areas. Excess aggregate must be removed from project by the Contractor and delivered to Upper Macungie Township quarry for disposal. This process must be completed within

24-48 hours of construction of the bituminous seal coat. Any damage to the new surface caused by the sweeping operation shall be repaired at no cost to the Owner.

WARRANTY:

Should any product delamination occur within 1 year from the original application date, the Contractor will be responsible for reapplying slurry seal to those areas at no cost to Upper Macungie Township.

Should more than 10 percent of the slurry seal fail on any given road, as determined by Upper

Macungie Township, then the entire road shall be reapplied with slurry seal at no cost to

Upper Macungie Township.

2) SINGLE BITUMINOUS SEAL COAT

SPECIFICATIONS:

Construct a Single Bituminous Seal Coat as per PennDOT Pub 408 Section 470. Seal Coat design shall be based on a Polymer Modified Emulsion, CRS-2PM (E-3M) or RS-2PM (E-2M) and #8 stone with a 1.0% lost by wash. For Bituminous Seal Coat, ADT 100-500 road surface "B". All mix designs must be

PennDOT approved prior to pavement installation. Confirmation of the approved mix design shall be submitted to the Township's Director of Public Works prior to the installation. Quantities are estimates only and shall be field verified at the discretion of the Contractor.

PREPARATION OF EXISTING SURFACE:

The Township will be responsible to clean all pavements prior to the Bituminous Seal Coat application.

Manholes, valve covers, catch basins, etc. shall be located, referenced and protected from bituminous material. Remove and properly dispose of the protective coverings upon completion of the bituminous seal coat.

LOOSE AGGREGATE REMOVAL:

Excess aggregate shall be swept and removed from the roadway and adjacent areas with a minimum of 2 street sweepers. One shall be a pick-up- s t y l e broom and the second shall be a rotary-style broom. Gutter brooms shall not to be used so as not to dislodge chips. Sweeping shall continue until all loose aggregate is removed from the roadway and adjacent areas. Excess aggregate must be removed from project by the Contractor and delivered to Upper Macungie Township quarry for disposal. This process must be completed within 24-48 hours of construction of the bituminous seal coat. Any damage to the new surface caused by the sweeping operation shall be repaired at no cost to the Owner.

CRS-2PM SAMPLING I TESTING:

Contractor shall provide Upper Macungie Township with a minimum of 2 asphalt emulsion samples per day. Samples shall be taken from the asphalt distributor and witnessed by the Township, one in the

AM and one in the PM. If Upper Macungie Township so chooses, these samples may be tested, at the

Township's cost, to confirm compliance with the specifications listed in Bulletin 25 for CRS-

2PM. Payment for the project will be withheld if it is determined that the material does not comply with the specifications listed in Bulletin 25 for CRS-2PM.

WARRANTY:

Should any product delamination occur within 1 year from the original application date, the

Contractor will be responsible for reapplying the bituminous seal coat to those areas at no cost to

Upper Macungie Township. Should more than 10 percent of the seal coat fail on any given road, as determined by Upper Macungie Township, then the entire road shall be reapplied with bituminous seal coat at no cost to Upper Macungie Township.

INSURANCE:

The successful bidder shall be required to provide the Township Certificates of Insurance with the following language:

"Upper Macungie Township, its officers, appointees, agents, independent contractors and assigns, including but not limited to the Township's Engineers and Solicitors, Inspectors and Zoning Officer, as hereinabove defined as additional insured (on a primary noncontributory basis with full waiver of subrogation on all insurance) The Commonwealth of Pennsylvania Department of Transportation and

Herbert, Rowland, & Grubic, Inc. shall also be additional insureds.

MINIMUM LIMITS OF LIABILITY

The Subcontractor must maintain the required insurance with a carrier rated - or better by A M.

Best. The Subcontractor shall maintain at least the limits of liability as set forth below:

Commercial General Liability Insurance

$1,000,000 Each Occurrence Limit (Bodily Injury and Property Damage) $2,000,000 General Aggregate per Project

$2,000,000 Products & Completed Operations Aggregate

$1,000,000 Personal and Advertising Injury Limit

Business or Commercial Automobile Liability Insurance

$1,000,000 combined single limit per accident

Workers' Compensation and Employers' Liability Insurance

$1,000,000 Each Accident

$1,000,000 Each Employee for Injury by Disease

$1,000,000 Aggregate for Injury by Disease

Excess or Umbrella Liability (to go over Employer's Liability, Automobile L i a b i l i t y and Commercial

Liability coverages)

$1,000,000 occurrence/aggregate

ATTACHMENT# 1D

PUBLIC WORKS EMPLOYEES VERIFICATION ACT

In accordance with the Department of General Services, Public Works Employment Verification Act- SB 637

(Act 127-2012), all Contractors and Subcontractors as a precondition to receiving a Contract on Public

Works Projects (defined under the Prevailing Wage Act) are to submit employee verification forms to the public body (Authority). Public Works Contractors and every Subcontractor performing work under a Public

Works Contract shall utilize the EVP System to verify the employment eligibility of each new employee hired after January 01, 2013, and submit the EVP form to the Authority to ensure compliance with the Act.

1. General requirements for public works contractors and subcontractors

(a) Public works contractors and every subcontractor performing work under public works contract shall utilize EVP system to verify the employment eligibility of each new employee hired after

January 1, 2013.

(b) Public works contractors and every subcontractor performing work under public works contracts shall submit the Form to the contracting public body to ensure compliance with the act.

(c) In addition to the Form, public works contractors and every subcontractor shall maintain documentation of continued compliance with the act by utilizing the EVP for new employees hired throughout the duration of the public works contract.

2. Specific requirements for public works contractors

(a) As a precondition to the award of a contract for public work, a public works contractor shall submit a completed Form to the public body that is bidding and awarding the public work contract. With respect to the contract that has been awarded but has not been fully executed as of January 1, 2013, a public works contractor is required to submit a completed Form to the contracting public body prior to contract execution. During a public works contract, a new employee hired by a public works contractor, regardless of whether he will be working onsite or offsite of a public work or otherwise, shall be verified within 5 business days of his start date.

(b) Subcontracts between a public works contractor and its subcontractors contains notification of the applicability of the act, information regarding the use of EVP and reference to the

Department's web site at www.dgs.state.pa.us to obtain a copy of the Form.

(c) A public works contractor shall cooperate with the Department during investigation or audit arising under the act.

3. Specific requirements for public works subcontractors

(a) Prior to beginning either onsite or offsite work on a public works project when the public works contractor's contract was executed after January 1, 2013, every subcontractor shall submit a complete Form to the contracting public body. During public works contract, a new employee hired by a public works subcontractor, regardless of whether he will be working onsite or offsite of a public work or otherwise, shall be verified within 5 business days of his start date.

(b) Subcontracts between a subcontractor and its subcontractors contains notification of the applicability of the act, information regarding the use of EVP and reference to the Department's web site at www.dgs.state.pa.us to obtain a copy of the Form.

(c) A subcontractor shall cooperate with the Department during investigation or audit arising under the act.

http://www.dgs.state.pa.us/ http://www.dgs.state.pa.us/

MAINTENANCE BOND

KNOW ALL MEN BY THESE PRESENTS, that we ____________________________________

________________________________________as Principal and ________________________________

__________________________________________________________________________ as Surety, are held firmly bound unto the ______________TOWNSHIP OF UPPER MACUNGIE________________ as

Obligee, in the full and just sum of _________________________________________________________

_________________Dollars ($______________), for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the said Principal entered into a Contract with _______________________________

____________________________________________________________ dated ____________________

_______________ for ___________________________________________________________________

WHEREAS, the Contract provides that the Principal will furnish a bond conditioned to guarantee against all defects in workmanship and materials which may become apparent or are discovered during the period of ____1____ year(s) from after the approval of the final estimate on said job.

NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if within

________ year(s) from _________________________________________________________, the work done under the terms of said contract shall disclose poor workmanship in the execution of said work, and/or the carrying out of the terms of said Contract, or it shall appear that defective materials were furnished thereunder, then this obligation shall remain in full force and virtue, otherwise this instrument shall be void.

Principal

Attest

Surety

Lehigh

Watts, Randy Typewriter Upper Macungie Twp.

Watts, Randy

2026 Bituminous Seal Coat/Type 2 Slurry Seal

Upper Macungie Township

Watts, Randy

2026 Bituminous Seal Coat/Type 2 Slurry Seal