SGL#296 Access Road Subsidence Repair Contract No. PGC-296-25-01

PENNSYLVANIA GAME COMMISSION

STATE GAME LANDS #296

Access Road Subsidence Lower Tyrone Township, Fayette County

Table of Contents

Bid Notice (Provided Separately with Solicitation)

Terms and Conditions (Provided Separately with Solicitation)

Specifications 4 Pages

PA Prevailing Wages 6 Pages (Determination No. 26-03113)

Reciprocal Limitations Act 4 Pages

Workers Protection & Investment Cert 1 Page

Public Works Employment Verification Form 1 Page

Technical Specifications 11 Pages

Project Drawings 3 Drawings

SGL #296 ACCESS ROAD

PGC-296-25-01

PROJECT SPECIFICATIONS

The Contractor shall comply with the Contract Terms and Conditions provided with the Bid Documents including but not limited to the following:

INSURANCE REQUIREMENTS – In accordance with the Contract Terms and Conditions, the Contractor is required to have in place during the term of the Contract and any renewals or extensions thereof, the following types of insurance, issued by companies acceptable to the Commonwealth and authorized to conduct such business under the laws of the Commonwealth of Pennsylvania:

A. Worker's Compensation Insurance for all of the Contractor's employees and those of any subcontractor, engaged in Work at the site of the project as required by law.

B. Public Liability and Property Damage Insurance to protect the

Commonwealth, the Contractor, and any and all subcontractors from claims for damages for personal injury (including bodily injury), sickness or disease, accidental death and damage to property including the loss of use resulting from any property damage, which may arise from the activities performed under the Contract or the failure to perform under the Contract, whether such performance or non-performance be by the Contractor, by any subcontractor, or by anyone directly or indirectly employed by either. The minimum amounts of coverage shall be $250,000 per person and $1,000,000 per occurrence for bodily injury, including death, and $250,000 per person and $1,000,000 per occurrence for property damage. Such policies shall be occurrence rather than claims-made policies and shall not contain any endorsements or any other form designated to limit and restrict any action by the Commonwealth, as an additional insured, against the insurance coverage in regard to Work performed for the Commonwealth.

Prior to commencement of the Work under the Contract and at each insurance renewal date during the term of the Contract, the Contractor shall provide the Commonwealth with current certificates of insurance. These certificates or policies shall name the Commonwealth AND Pennsylvania Game Commission as additional insured and shall contain a provision that the coverage's afforded under the policies will not be cancelled or changed until at least thirty (30) days written notice has been given to the Commonwealth.

COMPLIANCE WITH LAW – The Contractor shall comply with all applicable federal and state laws and regulations and local ordinances in the performance of the Contract.

WORKMANSHIP - All Work shall be performed in a Workmanlike manner and all materials and labor shall be in strict and entire conformity with the Drawings and Specifications.

INSPECTION AND CHANGES - All Work is subject to inspection and acceptance by the Pennsylvania Game Commission. Any Work rejected as defective or unsuitable shall be removed and replaced with suitable Work and materials at the sole cost of the Contractor to the complete satisfaction of the Game Commission.

Changes shall be in accordance with the Contract Terms and Conditions.

TEMPORARY SERVICES AND JOB CONDITIONS - The Contractor shall be responsible for providing any and all temporary facilities necessary to execute and protect the Work. The Contractor shall accept all conditions as found upon examination of the site and shall coordinate, plan, and execute the Work accordingly. The Contractor shall cooperate in the arrangements of the Work as necessary to least affect the administration or operations of existing buildings, facilities, and infrastructure. The Contractor shall keep the Work site clean at all times.

PREVAILING WAGE – Prevailing minimum wages apply to this project. See Contract Terms and Conditions and attached Prevailing Wage Determination.

The Contractor and each Subcontractor shall file a statement each week and a final statement at the conclusion of the Work on the contract with the contracting agency, under oath, and in form satisfactory to the Secretary, certifying that workmen have been paid wages in strict conformity with the provisions of the contract as prescribed by this section or if wages remain unpaid to set forth the amount of wages due and owing to each workman respectively. The PA Labor and Industry “Weekly Payroll Certification for Public Works Projects” form shall be used. The initial and final Payroll Certifications shall be notarized.

PAYMENT TERMS - A schedule of values is provided with the bid. Payment will be made on a monthly basis upon satisfactory completion of items listed on the Schedule of Values and in accordance with the Contract Terms and Conditions.

All payments due to the Contractor shall be processed after all Work has been inspected and approved by an agent of the Pennsylvania Game Commission. Payment will not be made for Work that is not progressing satisfactorily or for unsuitable or defective Work.

Payments may be withheld for failure to provide required documentation for the project including but not limited to required submittals / shop drawings and weekly submission of Certified Payrolls.

INVOICING – All Project invoices shall be submitted directly to:

Austin Kieffer, Chief of Engineering Pennsylvania Game Commission

2001 Elmerton Avenue Harrisburg, PA 17110 Office: 717-787-4250, ext. 73613 Email: akieffer@pa.gov

All invoices must be submitted in black and white with no color and shaded areas. Invoices must include the Purchase Order Number, Contractor’s SAP Vendor Number, and the Contractor’s mailto:akieffer@pa.gov name and address as listed on the Purchase Order. Payment items on invoices shall match the items on the Purchase Order. Failure to submit invoices that meet these requirements will result in a delay of payment.

Please Note: Vendors are reminded to NOT include employer identification numbers, Social Security Numbers, bank account information, or other personally identifiable information on their invoices. That information is uniquely tied to your SAP Vendor Number and, for security purposes, should not be explicitly stated on an invoice.

CONTRACT TERM - The Contract shall commence upon delivery of Purchase Order to Contractor (estimated to be May 20, 2026) and shall terminate on June 30, 2026. Contract time is of the essence of the Project. All Work must be completed and accepted by this date.

EXCISE TAXES, PENNSYLVANIA SALES TAX - The Commonwealth is exempt from all Excise Taxes. See Contract Terms and Conditions.

OFFSET PROVISION - The Contractor agrees that the Commonwealth may set off the amount of any state liability or other debt of the Contractor or its subsidiaries that is owed to the Commonwealth and not being contested on appeal against any payments due the Contractor under this or any other contract with the Commonwealth.

PERFORMANCE SECURITY / CONTRACT BONDS – Within 10 days after award of the purchase order, the Bidder to whom the Contract is awarded, shall provide Contract Performance Security and a Payment Bond in a form acceptable to the Commonwealth for the amounts listed below and in accordance with the Contract Terms and Conditions.

A Performance Bond at one hundred percent (100%) of the contract amount, conditioned upon the faithful performance of the contract in accordance with the plans, specifications and conditions of the contract.

A Payment Bond in an amount equal to one hundred percent (100%) of the contract amount.

Performance and Payment Bonds shall be executed by a surety company authorized to do business in the Commonwealth and listed on the current U.S. Dept. of Treasury, Bureau of Fiscal Service, Department Circular 570 (https://fiscal.treasury.gov/surety-bonds/list-certified-companies.html). Bonds shall include a current Power of Attorney dated the same as the date of the bond. Bonds shall be made payable to the Commonwealth.

GUARANTY / WARRANTY – See Contract Terms and Conditions – all items are warranted for a period of one year following delivery by the Contractor and acceptance by the Commonwealth.

HOLD HARMLESS PROVISION - See Contract Terms and Conditions - The Contractor shall hold the Commonwealth harmless from and indemnify the Commonwealth against any and all third party claims, demands and actions based upon or arising out of any activities performed by the Contractor and its employees and agents under this Contract, provided the Commonwealth gives Contractor prompt notice of any such claim of which it learns.

ADDITIONAL PROVISIONS -

Contractor shall comply with the conditions listed below in accordance with the Contract Terms and Conditions:

1. Steel Products Procurement Act

2. Prohibition Against the Use of Certain Steel and Aluminum Products (Trade

Practices Act)

3. Reciprocal Limitations Act - The form GSPUR89 (Reciprocal Limitations Act

Requirements) is attached. The Contractor shall complete the applicable portions of pages 3 and 4 of the form and submit the completed pages within two days after the bid opening.

4. Worker Protection and Investment Certification Form - The form is attached.

The Contractor shall complete the certification on the bottom of the form and submit it within two days after the bid opening.

Project Name: SGL 269 Road Subsistence Repair

General Description: This project is to repair a road that experienced damage due to a landslide event. The project consists of slope stabilization and roadway rebuilding.

Project Locality Lower Tyrone Township

Awarding Agency: PA Game Commission

Contract Award Date: 4/14/2026

Serial Number: 26-03113

Project Classification: Heavy/Highway

Determination Date: 3/30/2026

Assigned Field Office: Pittsburgh

Field Office Phone Number: (412)565-5300

Toll Free Phone Number: (877)504-8354

Project County: Fayette County

BUREAU OF LABOR LAW COMPLIANCE

PREVAILING WAGES PROJECT RATES

Commonwealth of Pennsylvania Department of Labor & Industry Report Date: 3/30/2026 Page 1 of 5

Project: 26-03113 - Building Effective Date

Expiration Date

Hourly Rate Fringe Benefits

Total

Asbestos & Insulation Workers 8/1/2024 $43.40 $29.51 $72.91

Asbestos & Insulation Workers 8/1/2025 $45.10 $30.31 $75.41

Boilermakers 6/1/2016 $40.90 $27.61 $68.51

Bricklayer 6/1/2025 $41.05 $25.86 $66.91

Bricklayer 12/1/2025 $41.55 $26.36 $67.91

Carpenters - Piledriver/Welder 1/1/2025 $43.38 $22.72 $66.10

Carpenters - Piledriver/Welder 1/1/2026 $44.63 $23.47 $68.10

Carpenters, Drywall Hangers, Framers, Instrument Men, Lathers, Soft Floor Layers

6/1/2024 $41.49 $19.93 $61.42

Carpenters, Drywall Hangers, Framers, Instrument Men, Lathers, Soft Floor Layers

6/1/2025 $43.34 $19.93 $63.27

Cement Masons 7/1/2024 $34.57 $25.09 $59.66

Cement Masons 6/1/2025 $35.52 $25.64 $61.16

Drywall Finisher 1/1/2025 $34.01 $24.63 $58.64

Drywall Finisher 6/1/2025 $35.16 $25.98 $61.14

Electricians & Telecommunications Installation Technician

12/27/2024 $50.86 $32.69 $83.55

Electricians & Telecommunications Installation Technician

12/26/2025 $53.11 $33.72 $86.83

Elevator Constructor 1/1/2025 $61.07 $40.05 $101.12

Elevator Constructor 1/1/2026 $63.71 $40.89 $104.60

Glazier 9/1/2024 $37.06 $31.89 $68.95

Glazier 9/1/2025 $38.70 $33.75 $72.45

Iron Workers 6/1/2024 $39.89 $36.47 $76.36

Iron Workers 6/1/2025 $41.50 $37.36 $78.86

Laborers (Class 01 - See notes) 1/1/2025 $27.32 $19.96 $47.28

Laborers (Class 01 - See notes) 1/1/2026 $27.82 $20.46 $48.28

Laborers (Class 02 - See notes) 1/1/2025 $27.47 $19.96 $47.43

Laborers (Class 02 - See notes) 1/1/2026 $27.97 $20.46 $48.43

Laborers (Class 03 - See notes) 1/1/2025 $30.47 $19.96 $50.43

Laborers (Class 03 - See notes) 1/1/2026 $30.97 $20.46 $51.43

Laborers (Class 04 - See notes) 1/1/2021 $23.57 $19.32 $42.89

Landscape Laborer (Skilled) 1/1/2025 $25.79 $18.78 $44.57

Landscape Laborer (Skilled) 1/1/2026 $26.79 $19.03 $45.82

Landscape Laborer (Tractor Operator) 1/1/2025 $26.09 $18.78 $44.87

Landscape Laborer (Tractor Operator) 1/1/2026 $27.09 $19.03 $46.12

Landscape Laborer 1/1/2025 $25.37 $18.78 $44.15

Landscape Laborer 1/1/2026 $26.37 $19.03 $45.40

Millwright 6/1/2020 $41.68 $20.32 $62.00

Operators (Class 01 - see notes) 6/1/2025 $42.72 $24.79 $67.51

Operators (Class 01 - see notes) 6/1/2026 $43.74 $25.29 $69.03

Operators (Class 02 -see notes) 6/1/2025 $36.67 $24.79 $61.46

Operators (Class 02 -see notes) 6/1/2026 $37.67 $25.29 $62.96

Operators (Class 03 - See notes) 6/1/2025 $33.88 $24.79 $58.67

Operators (Class 03 - See notes) 6/1/2026 $34.88 $25.29 $60.17

Painters Class 6 (see notes) 6/1/2024 $32.14 $24.93 $57.07

BUREAU OF LABOR LAW COMPLIANCE

PREVAILING WAGES PROJECT RATES

Report Date: 3/30/2026 Page 2 of 5

Project: 26-03113 - Building Effective

Expiration Date

Hourly Rate Fringe Benefits

Total

Painters Class 6 (see notes) 6/1/2025 $34.16 $25.81 $59.97

Pile Driver Divers (Building, Heavy, Highway) 1/1/2025 $62.82 $22.72 $85.54

Pile Driver Divers (Building, Heavy, Highway) 1/1/2026 $64.70 $23.47 $88.17

Piledrivers 1/1/2025 $41.88 $22.72 $64.60

Piledrivers 1/1/2026 $43.13 $23.47 $66.60

Plasterers 6/1/2024 $33.14 $21.04 $54.18

Plumbers and Steamfitters 6/1/2025 $41.47 $27.71 $69.18

Plumbers and Steamfitters 6/1/2026 $42.92 $28.45 $71.37

Pointers, Caulkers, Cleaners 6/1/2025 $40.66 $21.99 $62.65

Pointers, Caulkers, Cleaners 12/1/2025 $41.50 $22.50 $64.00

Roofers 6/1/2025 $39.91 $20.76 $60.67

Roofers 12/1/2025 $41.21 $21.46 $62.67

Sheet Metal Workers 7/1/2024 $43.00 $33.96 $76.96

Sheet Metal Workers 7/1/2025 $45.00 $35.16 $80.16

Sign Makers and Hangars 7/15/2024 $32.32 $25.82 $58.14

Sign Makers and Hangars 7/15/2025 $33.48 $26.41 $59.89

Sprinklerfitters 4/1/2024 $46.45 $28.62 $75.07

Sprinklerfitters 4/1/2025 $49.75 $29.21 $78.96

Stone Masons 12/1/2022 $38.56 $23.61 $62.17

Terrazzo Finisher 6/1/2025 $41.73 $19.03 $60.76

Terrazzo Finisher 12/1/2025 $42.75 $19.51 $62.26

Terrazzo Mechanics 6/1/2025 $41.13 $21.28 $62.41

Terrazzo Mechanics 12/1/2025 $42.15 $21.76 $63.91

Tile Finisher 6/1/2025 $33.24 $18.36 $51.60

Tile Finisher 12/1/2025 $33.99 $18.71 $52.70

Tile Setter 6/1/2025 $40.15 $22.80 $62.95

Tile Setter 12/1/2025 $40.80 $23.25 $64.05

Truckdriver class 1(see notes) 1/1/2025 $36.43 $23.21 $59.64

Truckdriver class 1(see notes) 1/1/2026 $37.93 $23.71 $61.64

Truckdriver class 2 (see notes) 1/1/2025 $36.89 $23.52 $60.41

Truckdriver class 2 (see notes) 1/1/2026 $38.39 $24.02 $62.41

Window Film / Tint Installer 10/1/2019 $25.00 $2.63 $27.63

BUREAU OF LABOR LAW COMPLIANCE

PREVAILING WAGES PROJECT RATES

Report Date: 3/30/2026 Page 3 of 5

Project: 26-03113 - Heavy/Highway Effective

Expiration Date

Hourly Rate Fringe Benefits

Total

Carpenter 1/1/2025 $41.35 $22.09 $63.44

Carpenter 1/1/2026 $42.60 $22.84 $65.44

Carpenter Welder 1/1/2025 $42.85 $22.09 $64.94

Carpenter Welder 1/1/2026 $44.10 $22.84 $66.94

Carpenters - Piledriver/Welder 1/1/2025 $43.38 $22.72 $66.10

Carpenters - Piledriver/Welder 1/1/2026 $44.63 $23.47 $68.10

Cement Finishers 1/1/2025 $35.94 $27.50 $63.44

Cement Masons 1/1/2020 $32.84 $21.10 $53.94

Electric Lineman 6/3/2024 $53.97 $31.05 $85.02

Electric Lineman 6/2/2025 $57.10 $31.63 $88.73

Iron Workers (Bridge, Structural Steel, Ornamental, Precast, Reinforcing)

6/1/2024 $39.89 $36.47 $76.36

Iron Workers (Bridge, Structural Steel, Ornamental, Precast, Reinforcing)

6/1/2025 $41.50 $37.36 $78.86

Laborers (Class 01 - See notes) 1/1/2025 $33.70 $26.00 $59.70

Laborers (Class 01 - See notes) 1/1/2026 $34.70 $27.00 $61.70

Laborers (Class 02 - See notes) 1/1/2025 $33.86 $26.00 $59.86

Laborers (Class 02 - See notes) 1/1/2026 $34.86 $27.00 $61.86

Laborers (Class 03 - See notes) 1/1/2025 $34.25 $26.00 $60.25

Laborers (Class 03 - See notes) 1/1/2026 $35.25 $27.00 $62.25

Laborers (Class 04 - See notes) 1/1/2025 $34.70 $26.00 $60.70

Laborers (Class 04 - See notes) 1/1/2026 $35.70 $27.00 $62.70

Laborers (Class 05 - See notes) 1/1/2025 $35.11 $26.00 $61.11

Laborers (Class 05 - See notes) 1/1/2026 $36.11 $27.00 $63.11

Laborers (Class 06 - See notes) 1/1/2025 $31.95 $26.00 $57.95

Laborers (Class 06 - See notes) 1/1/2026 $32.95 $27.00 $59.95

Laborers (Class 07 - See notes) 1/1/2025 $34.70 $26.00 $60.70

Laborers (Class 07 - See notes) 1/1/2026 $35.70 $27.00 $62.70

Laborers (Class 08 - See notes) 1/1/2025 $36.20 $26.00 $62.20

Laborers (Class 08 - See notes) 1/1/2026 $37.20 $27.00 $64.20

Millwright 6/1/2024 $47.59 $23.72 $71.31

Millwright 6/1/2025 $49.72 $23.72 $73.44

Operators (Class 01 - see notes) 1/1/2025 $40.39 $24.23 $64.62

Operators (Class 01 - see notes) 1/1/2026 $41.96 $24.66 $66.62

Operators (Class 02 -see notes) 1/1/2025 $40.13 $24.23 $64.36

Operators (Class 02 -see notes) 1/1/2026 $41.70 $24.66 $66.36

Operators (Class 03 - See notes) 1/1/2025 $36.48 $24.23 $60.71

Operators (Class 03 - See notes) 1/1/2026 $38.05 $24.66 $62.71

Operators (Class 04 - See notes) 1/1/2025 $36.02 $24.23 $60.25

Operators (Class 04 - See notes) 1/1/2026 $37.59 $24.66 $62.25

Operators (Class 05 - See notes) 1/1/2025 $35.77 $24.23 $60.00

Operators (Class 05 - See notes) 1/1/2026 $37.34 $24.66 $62.00

Operators Class 1-A 1/1/2025 $43.39 $24.23 $67.62

Operators Class 1-A 1/1/2026 $44.96 $24.66 $69.62

Operators Class 1-B 1/1/2025 $42.39 $24.23 $66.62

BUREAU OF LABOR LAW COMPLIANCE

PREVAILING WAGES PROJECT RATES

Report Date: 3/30/2026 Page 4 of 5

Project: 26-03113 - Heavy/Highway Effective

Expiration Date

Hourly Rate Fringe Benefits

Total

Operators Class 1-B 1/1/2026 $43.96 $24.66 $68.62

Painters Class 1 (see notes) 6/1/2022 $34.45 $22.82 $57.27

Painters Class 2 (see notes) 6/1/2024 $38.09 $24.93 $63.02

Painters Class 2 (see notes) 6/1/2025 $40.36 $25.81 $66.17

Painters Class 3 (see notes) 6/1/2024 $40.66 $24.93 $65.59

Painters Class 3 (see notes) 6/1/2025 $43.68 $25.81 $69.49

Painters Class 4 (see notes) 6/1/2019 $28.20 $20.06 $48.26

Painters Class 5 (see notes) 6/1/2019 $22.91 $20.06 $42.97

Pile Driver Divers (Building, Heavy, Highway) 1/1/2025 $62.82 $22.72 $85.54

Pile Driver Divers (Building, Heavy, Highway) 1/1/2026 $64.70 $23.47 $88.17

Piledrivers 1/1/2025 $41.88 $22.72 $64.60

Piledrivers 1/1/2026 $43.13 $23.47 $66.60

Steamfitters (Heavy and Highway - Gas Distribution) 5/1/2022 $48.43 $40.28 $88.71

Truckdriver class 1(see notes) 1/1/2025 $36.43 $23.21 $59.64

Truckdriver class 1(see notes) 1/1/2026 $37.93 $23.71 $61.64

Truckdriver class 2 (see notes) 1/1/2025 $36.89 $23.52 $60.41

Truckdriver class 2 (see notes) 1/1/2026 $38.39 $24.02 $62.41

BUREAU OF LABOR LAW COMPLIANCE

PREVAILING WAGES PROJECT RATES

Report Date: 3/30/2026 Page 5 of 5

Department of General Services GSPUR-89 Rev. 11/06/12

STATE PREFERENCE

1. Alaska 5% (supplies only)

2. Arizona 5% (construction materials from Arizona resident dealers only)

3. California 5% (for supply contracts only in excess of $100,000.00)

4. Connecticut 10% (for supplies only)

5. Montana 3%

6. New Mexico 5% (for supplies only)

7. South Carolina 2% (under $2,500,000.00) 1% (over $2,500,000.00)

This preference does not apply to construction contracts nor where the price of a single unit exceeds $10,000.

8. West Virginia 2.5% (for the construction, repair or improvement of any buildings

9. Wyoming 5%

STATE PROHIBITION

1. New Jersey For supply procurements or construction projects restricted to Department of General

Services Certified Small Businesses, New Jersey bidders shall be excluded from award even if they themselves are Department of General Services Certified Small Businesses.

D. The Reciprocal Limitations Act also requires the Commonwealth not to specify, use or purchase supplies which are produced, manufactured, mined or grown in any state that prohibits the specification for, use, or purchase of such items in or on its public buildings or other works, when such items are not produced, manufactured, mined or grown in such state. The following is a list of the states which have been found by the Department of General Services to have prohibited the use of out-of-state supplies:

STATE PROHIBITION

1. Alabama Only for printing and binding involving ”messages of the Governor to the Legislature“, all bills, documents and reports ordered by and for the use of the Legislature or either house thereof while in session; all blanks, circulars, notices and forms used in the office of or ordered by the Governor, or by any state official, board, commission, bureau or department, or by the clerks of the supreme court . . ./and other appellate courts/; and all blanks and forms ordered by and for the use of the Senate and Clerk or the House of Representatives, and binding the original records and opinions of the Supreme Court . . .

/and other appellate courts/

2. Georgia Forest products only

3. Indiana Coal

4. Michigan Printing

5. New Mexico Construction

6. Ohio Only for House and Senate bills, general and local laws, and joint resolutions; the journals and bulletins of the Senate and house of Representatives and reports, communications, and other documents which form part of the journals; reports, communications, and other documents ordered by the General Assembly, or either House, or by the executive department or elective state officers; blanks, circulars, and other work for the use of the executive departments, and elective state officers; and opinions of the Attorney General.

7. Rhode Island Only for food for state institutions.

*If the bid discloses that the bidder is offering to supply one of the above-listed products that is manufactured, mined, or grown in the listed state, it shall be rejected. Contractors are prohibited from supplying these items from these states.

II. CALCULATION OF PREFERENCE

In calculating the preference, the amount of a bid submitted by a Pennsylvania bidder shall be reduced by the percentage preference which would be given to a nonresident bidder by its state of residency (as found by the Department of General Services in Paragraph C above). Similarly, the amount of a bid offering Pennsylvania goods, supplies, equipment or materials shall be reduced by the percentage preference which would be given to another bidder by the state where the goods, supplies, equipment or materials are produced, manufactured, mined or grown (as found by the Department of General Services in Paragraphs A and B above).

THIS FORM MUST BE COMPLETED AND RETURNED WITH THE BID

III. STATE OF MANUFACTURE

All bidders must complete the following chart by listing the name of the manufacturer and the state (or foreign country) of manufacture for each item. If the item is domestically produced, the bidder must indicate the state in the United States where the item will be manufactured. This chart must be completed and submitted with the bid or no later than two (2) business days after notification from the Issuing Office to furnish the information. Failure to complete this chart and provide the required information prior to the expiration of the second business day after notification shall result in the rejection of the bid.

ITEM NUMBER NAME OF MANUFACTURER

STATE

(OR FOREIGNCOUNTRY)

OF MANUFACTURE

IV. BIDDER’S RESIDENCY

A. In determining whether the bidder is a nonresident bidder from a state that gives or requires a preference to bidders from that state, the address given on the first page of this invitation to bid shall be used by the Commonwealth. If that address is incorrect, or if no address is given, the correct address should be provided in the space below:

Correct Address:

B. In order to claim the preference provided under Section I.B., Pennsylvania resident bidders must complete the following or have such information on file with the Issuing Office:

1. Address of bidder’s bona fide establishment in Pennsylvania at which it was transacting business on the date when bids for this contract/requisition were first solicited:

2. a. If the bidder is a corporation:

(1) The corporation is or is not incorporated under the laws of the Commonwealth of

Pennsylvania.

(a) If the bidder is incorporated under the laws of the Commonwealth of Pennsylvania, provide date of incorporation:

(b) If the bidder is not incorporated under the laws of the Commonwealth of Pennsylvania, it must have a certificate of authority to do business in the Commonwealth of Pennsylvania from the Pennsylvania Department of State as required by the Pennsylvania Business Corporation Law (15 P.S. §2001). Provide date of issuance of certificate of authority:

(2) The corporation is or is not conducting business in Pennsylvania under an assumed or fictitious name. If the bidder is conducting business under an assumed or fictitious name, it must register the fictitious name with the Secretary of the Commonwealth and the office of the prothonotary of the county wherein the registered office of such corporation is located as required by the Fictitious Corporate Name Act, as amended 15 P.S. §51 et seq. Corporate bidders conducting business under an assumed or fictitious name must provide date of registry of the assumed or fictitious name:

b. If the bidder is a partnership:

(1) The partnership is or is not conducting business in Pennsylvania under an assumed or fictitious name. If the bidder is conducting business under an assumed or fictitious name, it must file with the Secretary of the Commonwealth and the office of the prothonotary the county wherein the principal place of business is located as required by the Fictitious Name Act of May 24, 1945, P.L. 967, as amended 54 P.S. §28.1. Partnerships conducting business under an assumed or fictitious name must provide the date of filing of the assumed or fictitious name with the Secretary of the Commonwealth:

(2) The partnership is or is not a limited partnership formed under the laws of any jurisdiction other than the Commonwealth of Pennsylvania. If the bidder is an Out-of-state limited partnership, it must register with the Pennsylvania Department of State as required by the Act of July 10, 1981, P.L. 237, as amended, 59 Pa. C.S.A. §503. Out-of-state limited partnerships must provide the date of registry with the Pennsylvania Department of State:

c. If the bidder is an individual:

He or she is or is not conducting business under an assumed or fictitious name. If the bidder is conducting business under an assumed or fictitious name, he or she must file with the Secretary of the Commonwealth and the office of the prothonotary in the county wherein the principal place of business is located as required by the Fictitious Name Act of May 24, 1945, P.L. 967, as amended, 54 P.S. §28.1. Individuals conducting business under an assumed or fictitious name must provide the date of filing of the assumed or fictitious name with the Secretary of the Commonwealth:

WORKER PROTECTION AND INVESTMENT CERTIFICATION FORM

A. Pursuant to Executive Order 2021-06, Worker Protection and Investment (October 21, 2021), the Commonwealth is responsible for ensuring that every worker in Pennsylvania has a safe and healthy work environment and the protections afforded them through labor laws. To that end, contractors and grantees of the Commonwealth must certify that they are in compliance with Pennsylvania’s Unemployment Compensation Law, Workers’ Compensation Law, and all applicable Pennsylvania state labor and workforce safety laws including, but not limited to:

1. Construction Workplace Misclassification Act

2. Employment of Minors Child Labor Act

3. Minimum Wage Act

4. Prevailing Wage Act

5. Equal Pay Law

6. Employer to Pay Employment Medical Examination Fee Act

7. Seasonal Farm Labor Act

8. Wage Payment and Collection Law

9. Industrial Homework Law

10. Construction Industry Employee Verification Act

11. Act 102: Prohibition on Excessive Overtime in Healthcare

12. Apprenticeship and Training Act

13. Inspection of Employment Records Law

B. Pennsylvania law establishes penalties for providing false certifications, including contract termination; and three-year ineligibility to bid on contracts under 62 Pa. C.S. § 531 (Debarment or suspension).

CERTIFICATION

I, the official named below, certify I am duly authorized to execute this certification on behalf of the contractor/grantee identified below, and certify that the contractor/grantee identified below is compliant with applicable Pennsylvania state labor and workplace safety laws, including, but not limited to, those listed in Paragraph A, above. I understand that I must report any change in the contractor/grantee’s compliance status to the Purchasing Agency immediately. I further confirm and understand that this Certification is subject to the provisions and penalties of 18 Pa. C.S. § 4904 (Unsworn falsification to authorities).

Signature Date

Name (Printed)

Title of Certifying Official (Printed)

Contractor/Grantee Name (Printed)

BOP-2201

Published: 02/07/2022

Street Address 2

City State Zip Code

Doing Business As:

(if different from Legal Name)

Commonwealth of Pennsylvania Public Works Employment Verification Form

Complete and return the form to the contracting Public Body prior to the award of the contract.

Company Legal Name: ___________________________________________________________

Mailing Address: ______________________________________________________

Check one: Contractor Subcontractor

Contracting Public Body: _________________________________________________________

Contract/Project Number: ________________________________________________________

Project Description: _____________________________________________________________

Project Location: _______________________________________________________________

Date Enrolled in E-Verify (MM/DD/YYYY): ___________________________________________

As a contractor/subcontractor for the above referenced public works contract, I hereby affirm that as of today’s date, __________________________, our company is in compliance with the Public Works Employment Verification Act (‘the Act’) through utilization of the federal E-Verify Program (EVP) operated by the United States Department of Homeland Security. To the best of my/our knowledge, all employees hired are authorized to work in the United States.

It is also agreed to that all public works contractors/subcontractors will utilize the federal EVP to verify the employment eligibility of each new hire within five (5) business days of the employee start date throughout the duration of the public works contract. Documentation confirming the use of the federal EVP upon each new hire shall be maintained in the event of an investigation or audit.

I,____________________________________________, authorized representative of the company above, attest that the information contained in this verification form is true and correct and understand that the submission of false or misleading information in connection with the above verification shall be subject to sanctions provided by law.

Authorized Representative Signature Date of Signature

Printed Name: _________________________________________________________________

Phone Number: ______________________ Email: ____________________________________

Street Address 1

SGL #296 Access Road Subsidence Repair Contract No. PGC-296-24-01

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TECHNICAL SPECIFICATION SECTION No. 1 - SUMMARY OF WORK

1.1 – SCOPE OF PROJECT

The intent of this project is to repair an existing road subsidence and stabilize the existing roadway slope. The repair consists of embankment stabilization and reestablishing the road base and riding surface. The project consists of clearing and grubbing the existing embankment, installing geotextile fabric and installing rock stabilization measures. The existing road subsidence is to be repaired by removing unsuitable soils up to a two feet depth and reestablishing an appropriate base with approved aggregate. The site has minimal maneuverability due to the existing slopes beyond the cartway. All materials and construction materials are included in the bid quantities.

1.2 – WORK AREA

The work area for this project is on State Game Lands #296. The site is located off of Banning Road, in the village of Dawson, with an address at 1134 Banning Road (SR 1002), Dawson, PA 15428. The property is owned by the PGC.

1.3 – WORK HOURS

The work hours at the project site are during regular PGC business hours, which are Monday through Friday, 7:00AM to 3:30PM. Work during different hours is permitted with prior approval by the PGC. Requests should be submitted two days in advance.

1.4 – ACCESS TO WORK AREA

Access to the work area is directly off Banning Road (SR 1002), which includes an incorporated parking area for staging materials and equipment. The Contractor may use any available space to store equipment or materials on site with permission from the PGC but must provide access for PGC around the site.

1.5 – SITE LAYOUT AND PREPARATION

The PGC will locate the approximate intended limit of disturbance (approximately 0.22 acres).

The Contractor is responsible for the providing adequate equipment and labor for the project scope and specifications.

1.6 – PERMITS, LAWS AND REGULATIONS

The Contractor shall comply with all laws, ordinances, rules, orders and regulations relating to the performance of the work, the protection of adjacent property, the maintaining of surface passageways, safety measures, and/or other protective facilities.

SGL #296 Access Road Subsidence Repair Contract No. PGC-296-24-01

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All applicable Federal and State laws and regulations and regulations of all utilities, having jurisdiction over construction of the project shall apply to the contract throughout, and they shall be deemed to be included in the contract as a part, thereof, the same as though herein written out in full.

All regulations of the Occupational Safety and Health Act are in effect on this contract. It will be the Contractor’s responsibility to make himself aware of all appropriate County, State and Federal regulations that apply to this contract.

Any violations incurred from improper execution of the above provisions shall be paid for by the Contractor. Loss of time on the project from such violations will not be tolerated.

Contract No. PGC-296-25-01

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TECHNICAL SPECIFICATION SECTION NO. 2 – BANK

STABILIZATION

2.1- SCOPE

This work encompasses the activities needed to stabilize the slide that has occurred along the access road on SGL 296. This work includes removing all vegetation, debris shown in the drawings and displaced tree(s) with a long stick excavator or adequate means and methods. Clear and grub the area shown on the plans and provide a uniform slope to receive the geotextile fabric and aggregate in a uniform thickness and application.

2.2 - PROCEDURE

A. General - Follow all guidelines set forth in the Construction Industry Standards, OSHA 2207, of the Occupational Safety and Health Administration, U.S. Department of Labor. Protect the work, adjacent roadways, and property.

The Contractor is required to contact the PA One Call System at 1-800-242-1776 prior to earthmoving operations at the site.

B. Bank Stabilization Grubbing - Remove all trees, roots and vegetation from the bank as shown in the drawings. Depositing the unsuitable material will be allowable on the premises (outside the proximity of stabilization project). The location of the material is to be scattered throughout nearby lands at the discretion of the land manager.

C. Bank Stabilization Shaping – Remove all displaced soil that has migrated from the slide. Shape the existing earth and bank in a uniform slope gradient. Do not over excavate the slope. All loose or disturbed soil must be removed from the site. Use the excavator bucket to compact the slope. Excavate the road surface as shown in the drawings to key in the proposed fabric.

D. Bank Stabilization Application of Fabric– Apply the fabric in minimum 15’ widths vertically up and down the slope, keying the leading edge into the roadbase.

E. Bank Stabilization Application of Hexgonal Roadway Mesh– Apply the roadway mesh in the same orientation as the fabric, staggering the laps so fabric and mesh seams overlap a minimum of two-feet horizontally, across the slope.

F. Bank Stabilization Application of Slope Stabilization Aggregate– Place (rolling or dumping from road is not permissible) the aggregate from an excavator bucket or structural slide. Aggregate once placed, is not to be manipulated.

2.3 - MEASUREMENT AND PAYMENT

No payment.

Contract No. PGC-269-25-01

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TECHNICAL SPECIFICATION SECTION 3 - EROSION AND

SEDIMENTATION CONTROL

3.1 -SCOPE

This work is implementing the erosion and sedimentation control measures during project construction. Compliance with Chapter 102 of the Department of Environmental Protection’s regulations is also required.

3.2 - PROCEDURE

Implement the measures listed below to alleviate excessive erosion and sedimentation caused by construction methods or equipment.

Failure to implement soil erosion and sediment pollution control measures may result in a cease and desist order, causing shutdown of the work. No extension of time, nor additional compensation will be granted if such a shutdown should occur as a result of act or neglect of the Contractor.

Install a 12” diameter silt sock down slope of the project area. The silt sock shall be installed at the top of the stream bank (shown on the drawings).

Construct a Rock Construction Entrance (RCE) on the west end of the project near the intersection with Banning Road. Maintain the RCE for the duration of construction.

Remove the RCE when road construction is complete and truck traffic is finished..

Immediately upon completion of any segment of the project, seed that segment in accordance with Technical Specification Section 15. The Contractor may, with the approval of the Game Commission, perform temporary seeding operations in order to maintain finished graded areas until the optimum time for performing permanent seeding.

Periodically remove accumulated sediments from control measures and dispose of them in suitable work areas.

3.3 - MEASUREMENT AND PAYMENT

Lump Sum for the E&S Controls.

Contract No. PGC-269-25-01

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TECHNICAL SPECIFICATION SECTION 4 – CLEARING AND GRUBBING

4.1 -SCOPE

This work is removing trees and brush on the slope shown on the slope of the drawings.

4.2- PROCEDURE

General – The limits of clearing and grubbing are shown on the drawings. Do not cut trees or brush beyond the painted limits. The painted trees are to remain.

Clearing and Grubbing – Cut and remove all the trees and brush in the project area.

Remove all stumps, brush, logs, trunks and branches from the slope stabilization area.

Merchantable timber is considered property of the Contractor. Any salvage value is to be reflected in the unit price bid for the project.

Remove the stumps by excavating and/or pulling them out of the ground. Remove any roots, slash or small trees from the site. Remove any loose ground that has been disturbed by these activities from slope.

Dispose of cleared and grubbed material on adjacent land (to be delineated by the land manager (approximately ¼ mile away). Disperse this material evenly in this area. Do not make large piles.

Burning is not permitted on PGC property.

All rocks and stones larger than 12-inches uncovered during the excavation are to be deposited at the lower portion of the slope to protect the stream.

Grade any voids caused by stump removal in a feathered like activity.

4.3 - MEASUREMENT AND PAYMENT

Lump Sum.

Project No. PGC-269-26-01

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TECHNICAL SPECIFICATION SECTION NO. 5 – SLOPE STABILIZATION

AGGREGATE AND FABRIC

5.1 - SCOPE

This work is installing the aggregate on the slope for stabilization purposes.

5.2 – MATERIALS

A. R-3 Riprap – Rock for R-3 riprap shall be durable quality stone conforming to the requirements of Section 850.2a of PennDOT Pub. 408. Obtain the riprap from a source listed in PennDOT Bulletin 14 (see separate Specification for more details).

B. Geotextile – The geotextile shall be Non-Woven 16 oz, Type A geotextile conforming to the requirements of Section 735 of PennDOT Pub. 408. Obtain the geotextile from a source listed in PennDOT Bulletin 15. Fabric must be rolls of 15’ minimum widths.

5.3 - PROCEDURE

Place the geotextile fabric vertically with overlapping seams a minimum of 18” (up and down slope). Key the fabric into the roadway base.

Place the R-3 on the geotextile and wire composite system by mechanical means.

Rolling or dumping from the road surface will not be permitted. Provide a minimum of 18” layer of aggregate.

5.4- MEASUREMENT AND PAYMENT

Square yards, measured by the two-dimensional area method for geotextile fabric.

Tons: R3 Aggregate

Project No. PGC-269-25-01

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TECHNICAL SPECIFICATION SECTION NO.6 – GEOTEXTILE AND

ROADWAY WIRE

6.1 - SCOPE

This work is installing geotextile and geogrid on the prepared road sub-base.

6.2 – MATERIALS

A. Geotextile – The geotextile shall be Non-Woven 16 oz, Type A geotextile conforming to the requirements of Section 735 of PennDOT Pub. 408. Obtain the geotextile from a source listed in PennDOT Bulletin 15. Fabric must be rolls of 15’ minimum widths.

B. Roadway Hexagonal Wire – The hexagonal wire mesh shall meet the following criteria:

Opening size: 110mm x 80mm (80mm is the distance between two strands and 110mm is the line in the middle between the two strands.

Wire Diameter: 2mm minimum thickness Tensile Strength (at ultimate) 350N/mm

Elongation: 10% yield Finish: Galvanized EN 10244-2 (ZN-Al 5%) Class ASTM 856-98 (Class 80).

Minimum Roll Width: 10 foot width

6.3 - PROCEDURE

Place the geotextile fabric vertically with overlapping seams a minimum of 18” (up and down slope). Key the fabric into the roadway base.

Place the hexagonal wire on top of the geotextile fabric staggering the seams from the geotextile fabric and keying the wire into the roadway base.

Place the R-3 on the geotextile and wire composite system by mechanical means.

Rolling or dumping from the road surface will not be permitted. Provide a minimum of 18” layer of aggregate.

6.4 - MEASUREMENT AND PAYMENT

A. Geotextile – Square yards measured the two-dimensional area method. This measurement does not include extra fabric at the seam overlaps.

B. – Square yards measured the two-dimensional area method. This measurement does not include extra fabric at the overlaps.

Project No. PGC-296-25-01

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TECHNICAL SPECIFICATION SECTION NO. 7 – ROAD CONSTRUCTION

7.1 - SCOPE

This work is constructing a new road surface on the existing to facilitate the slope protection work.

7.2 – PROJECT LAYOUT

A. General - The project on the access road is 100-feet long. The road improvement is directly related to the slope stabilization project and to be the last operation of the construction procedure. The existing road base is to be removed to an extent to facilitate the slope protection operation.

7.3– MATERIALS

A. Road Surface Stone – The road surface base material shall be 4-inch Minus Stone conforming to the requirements listed below. Obtain the road base material from a source listed in PennDOT Bulletin 14. Representatives from the PGC will visit the quarry to review and approve the road base material. Do not deliver any road base material to the site until the PGC has approved the material and source.

Gradation Sieve Size % Passing

4-inch 100 3-1/2 inch 80-97 2-1/2 inch 70-95 1-1/2 inch 50-80

¾-inch 30-60

LA Abrasion – The acceptable limit as measured by weight loss is “less than 40% loss”. Los Angeles Abrasion test AASHTO T-96 (ASTM C131) shall be used to determine this property. Existing data obtained from tests made for and approved by PennDOT will be accepted.

pH – Aggregate must be in the range of pH 6 to pH 12.45 as measured by EPA 9045C.

Moisture – Material is to be delivered and placed at a moisture content ranging between 4% and 6%.

Plasticity Index – Material must not exceed Plasticity Index (PI) rating of 4 as determined by ASTM D4318.

B.#2A Coarse Aggregate –The #2A coarse aggregate (driving surface shall be Type A quality conforming to the requirements of Section 703.2 of PennDOT Pub. 408. Obtain

Project No. PGC-296-25-01

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the #2A coarse aggregate from a source approved in PennDOT Bulletin 14. The #2A coarse aggregate must be crushed stone with the following characteristics;

1. pH between 6 and 12.45 measured by ASTM D4972

2. Abrasion resistance with loss of mass (LA Abrasion) less than 40% (ASTM C131.

7.4 - PROCEDURE

A. General – Complete slope protection work (installing the geotextile fabric, hexagonal wire and R-3 Rip-Rap) prior to reconstructing the roadway surface.

B. 4-inch Minus Aggregate – Place stone for the full width shown on the Drawings in a uniform horizontal layer. Compact the material with a roller. Compaction of the material will be considered adequate based upon non-movement of materials under compaction equipment. Place additional layer(s) to achieve the specified thicknesses as shown on the Drawings. Place “finer” material on the top surface to allow for easier grading and shaping for placement of the road surface stone. The top surface of the road should be graded smooth and even.

C. 2A Roadway Surface – Place the aggregate for the full length of the areas shown in the drawings. Place a 6-inch thick compacted layer of 2A Roadway Surface on the prepared subbase.

7.5 - MEASUREMENT AND PAYMENT

A. General – The Contractor is required to provide copies of all material weigh slips to the PGC for verification of the quantity placed on the project.

B. 4-inch Minus Stone - Tons

C. #2A Coarse Aggregate – Tons.

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TECHNICAL SPECIFICATION SECTION NO. 8 – SEEDING

8.1 - SCOPE

This work is securing a satisfactory stand of grass at all disturbed areas along the roadway including the drainage turnouts and includes preparation of the seed bed, furnishing and placing fertilizer, furnishing and sowing of seed, mulching, and maintaining and tending the seeded areas.

8.2 - MATERIALS

A – Seed Mixture – The seed mixture shall be the following;

Crimson Clover (5 pounds per acres) Ladino or White Clover (5 pounds per acres) Oats or Seasonal Wheat (50 pounds per acres)

B - Fertilizer - Fertilizer shall conform to the applicable act specified in Section 804.2 of Pub. 408. Use dry formulation of 10-20-20-analysis.

C - Mulches – Straw; no paper mulch.

8.3 - PROCEDURE

Follow the procedures specified below. The amounts of seed, fertilizer and mulch specified are the minimum acceptable. The Game Commission may, at its own expense, test the soils to determine if any modifications to the seed and soil requirements are necessary. Employ such modifications if they are deemed necessary, at no additional cost to the Game Commission, and accept full responsibility for obtaining a satisfactory stand of grass.

A - Preparation of Seed Bed by Shallow Tilling - After the areas to be seeded have been graded and approved by the Game Commission, thoroughly till the surfaces to a depth of 3 inches by raking, harrowing, or other approved means. Apply fertilizer at a rate of 300 Lbs. per acre. Make sure that the fertilizer is worked thoroughly into the soil to a depth of 3 inches and the tillage operations are sufficient to insure that the soil conditions are satisfactory for seeding. Smooth and bring the area to grade.

Immediately prior to sowing, rake the soil to a depth of 3/4 inch. Rake in a direction parallel to the contour lines on the slope, and not uphill or downhill. Remove all sticks, stones, weeds, roots, and other objectionable materials appearing on the surface. Maintain the surface in a true and even condition during sowing of seed. The seeded surface must be as smooth as the surrounding grassed area.

B - Sowing - Sow the seed mixture on a still day at a rate specified in Section 15.2 of these Technical Specifications. Sow by hand or by approved sowing equipment in 2 applications, one-half the seed while the seeder is traveling in one direction and the other half while the seeder is traveling at right angle to the first direction. After sowing, rake, cultipack, or brush drag the surface very lightly, just deep enough to cover the seeds. Rake only in a direction parallel to the contour lines.

You may use hydroseeding or grain drilling, provided all methods and equipment are approved by the Game Commission. In case of hydroseeding, you may apply fertilizer and limestone at the time of

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sowing. In case of grain drilling, you may apply fertilizer at the time of sowing, provided the fertilizer does not come in contact with the seed. Drill only in a direction parallel to the contour lines.

Do not sow seed on frozen or partially frozen ground.

C - Mulching - After sowing is completed, spread mulch uniformly over the entire seeded area at a rate of 2 tons (dry weight) per acre. The mulch shall be moist at the time of placement.

On slopes where machinery cannot be used, retain the mulch in place by some suitable means which will not be detrimental to subsequent operations.

8.4 - MEASUREMENT AND PAYMENT

Lump Sum.