PROPOSAL Report - Project 116153

April 3, 2026 11:32:09 AM Page 1 of 53

PROPOSAL REPORT

Project: 116153 Bid

Package: 1

Current Let: 05/07/2026 11:00:00 AM

Version: Current Addendum

Count: 1

District: 09 County: Bedford

SR/SEC/

Group ID: 0000/EBP/---

Description

Everett Bus. Park - Industrial Blvd Ext.

April 3, 2026 11:32:09 AM Page 2 of 53

TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G7B - a00007 IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01 G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G1701A - a01701 EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS G2302A - a02302 Worker Protection and Investment G2701B - a02701 LOCAL AUTHORITY CONTRACT--DEPARTMENT LET G2902A - a02902 LOCALLY SPONSORED PROJECT PAYMENT PROCESS N10601A - a10601 DRIVE ADJUSTMENTS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - c0203 ITEM 4203-0001 CLASS 1 EXCAVATION UNDERCUT (12-INCH DEPTH) 00 - c0204 ITEM 4204-0001 CLASS 2 EXCAVATION STREAM CHANNEL I6091L - c0609 ITEM 0609-0009 EQUIPMENT PACKAGE I610C - c0610 ITEM 4610-7002 6" PAVEMENT BASE DRAIN EXCLUDING GEOTEXTILE I1A - c0810 ITEM 4810-0052 SELECTIVE TREE REMOVAL, INCLUDING ROOT SYSTEM

REMOVAL WITH SEEDING AND MULCH

I1A - c0901 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

I9000C - c9000 ITEM 9000-0005 UTILITY TEST HOLES 00 - c9000 ITEM 9000-0011 & 9000-0084 END SECTION FOR 19" X 30" ELLIPICAL PIPE 00 - c9000 ITEM 9000-0012 PIPE CONNECTION TO EXISTING INLET I1A - c9000 ITEM 9000-0020 TEMPORARY STREAM DIVERSION

April 3, 2026 11:32:09 AM Page 3 of 53

00 - c9000 ITEM 9000-0055 RAIN GARDEN NO 1 00 - c9000 ITEM 9000-0056, 9000-0057, & 9000-0058 RAIN GARDEN 00 - c9000 ITEM 9000-0059 PRIVATE WATER VAULT AND PIPING RELOCATION 00 - c9000 ITEM 9000-0081 EXISTING PIPE CONNECTION 00 - c9000 ITEM 9000-0082 PRIVATE WATERLINE SERVICE LATERAL 00 - c9000 ITEM 9000-0083 UTILITY RELOCATION ELECTRICAL SERVICE 00 - c9000 ITEM 9000-0303 CUT AND CAP ABANDONED WATERLINE I68C - c9000 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c9000 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

00 - COORDINATION REQUIREMENTS DURING CONSTRUCTION

N1D - d01 ADVANCE NOTICE TO CHANGE IN TRAFFIC CONTROL

N1B - NOTICE TO CONTRACTOR - WORKING HOURS

N1B - PROJECT FIELD OFFICE

N1A - SPOTTED LANTERNFLY QUARANTINE AREA

N1A - TEMPORARY PAVEMENT MARKINGS ON FINISHED WEARING SURFACES

N1A - TRAFFIC BARRIER PRE-INSTALLATION FIELD MARK-OUT

April 3, 2026 11:32:09 AM Page 4 of 53

BID PACKAGE SUMMARY

Project: 116153 Bid Package: 1

Project Type: Municipal Posted: 03/26/2026

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: RELOCATION/NEW CONSTRUCTION

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 05/07/2026 11:00:00 AM Project Cost Range: $1,000,000.00 - $2,499,999.99 Anticipated NTP: 08/03/2026 Structure Work: 0.00%

Required Completion: 09/15/2027 DBE: 0% Wage Rates: Yes

Description:

This project is to extend the roadway on Industrial Boulevard in West Providence Township, Bedford County to provide a secondary access to/from PA 26 and eliminate the cul-de-sac that currently exists on the southern end of Industrial Boulevard. The proposed alignment will also require replacement of an existing culvert that carriers Armory Street over an unnamed tributary to Blood Run as indicated on the approved drawings included in the bid package for TOWNSHIP ROUTE 460 INDUSTRIAL BLVD, in BEDFORD COUNTY WEST PROVIDENCE TOWNSHIP from approximately Station 1+00.00 to Station 17+50.00.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

April 3, 2026 11:32:09 AM Page 5 of 53

ADDENDA

Addendum: 1

Project Cost Range: 1,000,000.00 - 2,499,999.99 Federal Project Status: PENNDOT Oversight Non-NHS

DBE: 0.00%

Structure Work: 0.00%

Wage Rates: Yes Project Type: Municipal

State Type of Work: RELOCATION/NEW CONSTRUCTION Prequalification Required: Yes

Pre-Bid Meeting: None 408 Version: 2026-IE

Actual Let: 05/07/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 08/03/2026

Required Completion: 09/15/2027

Description:

This project is to extend the roadway on Industrial Boulevard in West Providence Township, Bedford County to provide a secondary access to/from PA 26 and eliminate the cul-de-sac that currently exists on the southern end of Industrial Boulevard. The proposed alignment will also require replacement of an existing culvert that carriers Armory Street over an unnamed tributary to Blood Run as indicated on the approved drawings included in the bid package for TOWNSHIP ROUTE 460 INDUSTRIAL BLVD, in BEDFORD COUNTY WEST PROVIDENCE TOWNSHIP from approximately Station 1+00.00 to Station 17+50.00.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.

The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

Item and Quantity:

Special Provision:

Added "c0901 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION".

Other:

April 3, 2026 11:32:09 AM Page 6 of 53

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 6,067.0000 N

CLASS 1 EXCAVATION

4203-0001 C Cubic Yard 778.0000 N Proj

CLASS 1 EXCAVATION UNDERCUT (12-INCH DEPTH)

0204-0001 C1, H Cubic Yard 213.0000 N

CLASS 2 EXCAVATION

4204-0001 C1, H Cubic Yard 22.0000 N Proj

CLASS 2 EXCAVATION STREAM CHANNEL

0212-0001 C3, H, M2 Linear Foot 887.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 8,617.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0426 E Square Yard 7,187.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0437 E Ton 144.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0350-0106 C, E Square Yard 8,219.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0121 C, E Ton 100.0000 N

SUBBASE (NO. 2A)

0413-0248 F Square Yard 7,187.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-L

0413-0258 F Ton 36.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL-L

E 0601-0353 H Linear Foot 790.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

A 0616-1252 H Each 3.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

O 0601-4653 H Linear Foot 790.0000 N

18" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, POLYMER COATED, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH BOX

A 0616-0009 H Each 3.0000 N

April 3, 2026 11:32:09 AM Page 7 of 53

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 18" PIPE

O 0601-4363 H Linear Foot 790.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH BOX

A 0616-0009 H Each 3.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 18" PIPE

E 0601-0353 H Linear Foot 149.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

A 0616-1252 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

O 0601-7313 H Linear Foot 149.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

E 0601-0357 H Linear Foot 96.0000 N

30" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

A 0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

A 0616-1256 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 30" PIPE

O 0601-7339 H Linear Foot 96.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 2' - 1.5' FILL

A 0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

A 0616-1206 H Each 1.0000 N

CONCRETE END SECTIONS FOR 30" PIPE

O 0601-9367 H Linear Foot 96.0000 N 30" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

A 0616-1206 H Each 1.0000 N

CONCRETE END SECTIONS FOR 30" PIPE

E 0601-0357 H Linear Foot 61.0000 N

30" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

A 0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

A 0605-2644 K Each 1.0000 N

TYPE D ENDWALL FOR 30" PIPE

April 3, 2026 11:32:09 AM Page 8 of 53

O 0601-7339 H Linear Foot 61.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 2' - 1.5' FILL

A 0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

A 0605-2644 K Each 1.0000 N

TYPE D ENDWALL FOR 30" PIPE

E 0601-6099 H Linear Foot 100.0000 N 19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A HORIZONTAL, 2' - 1.5', 100 YEAR DESIGN LIFE

A 9000-0011 H Each 1.0000 N Proj

END SECTION FOR 19" X 30" ELLIPICAL PIPE

O 0601-6119 H Linear Foot 100.0000 N 19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B HORIZONTAL, < 1.5' FILL, 50 YEAR DESIGN LIFE

A 9000-0084 H Each 1.0000 N Proj

END SECTION FOR 19" X 30" ELLIPICAL PIPE

E 0604-0353 H Linear Foot 162.0000 N

18" PERFORATED THERMOPLASTIC PIPE, GROUP IIIP, 8'-2' FILL

O 0604-9003 H Linear Foot 162.0000 N 18" PERFORATED CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0604-9363 H Linear Foot 162.0000 N 18" PERFORATED CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0605-2401 K Set 1.0000 N

MANHOLE FRAME AND COVER

0605-2731 K Set 2.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2732 K Set 15.0000 N

TYPE M CONCRETE TOP UNIT AND VANE GRATE

0605-2850 K Each 14.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 1.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 1.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-3011 K Each 1.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0606-0150 C1, K Set 3.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

0606-0160 C1, K Set 7.0000 N

GRADE ADJUSTMENT OF EXISTING WATER VALVES

April 3, 2026 11:32:09 AM Page 9 of 53

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0004 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE C

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

4610-7002 H2 Linear Foot 887.0000 N Std

6" PAVEMENT BASE DRAIN EXCLUDING GEOTEXTILE

0615-0022 H2 Linear Foot 84.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0050 H2 Each 1.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 1.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 2.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)

0620-1600 J Linear Foot 63.0000 N

TYPE 31-S GUIDE RAIL

0677-0002 C1, E Ton 126.0000 N

SELECTED MATERIAL SURFACING

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0688-0020 X Lump Sum 1.0000 N

MICROCOMPUTER, TYPE C

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0803-0001 C1, M Cubic Yard 1,197.0000 N

PLACING STOCKPILED TOPSOIL

0804-0025 M3 Pound 194.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX, INCLUDING MULCH

0804-0027 M3 Pound 128.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING MULCH

0804-0032 M3 Pound 5.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0110 M2 Square Yard 4,117.0000 N

April 3, 2026 11:32:09 AM Page 10 of 53

TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2A

4810-0052 A, M1 Each 148.0000 N Std

SELECTIVE TREE REMOVAL INCLUDING ROOT SYSTEM REMOVAL WITH SEEDING AND MULCH

0811-0003 J2, M Linear Foot 235.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE

0851-0003 C1 Square Yard 64.0000 N

ROCK APRON

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0860-0000 M2 Each 19.0000 N

INLET FILTER BAG FOR TYPE M INLET

0867-0032 C1, H, M2 Linear Foot 2,000.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Std

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 50.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0931-0001 R Square Foot 85.0000 N

POST MOUNTED SIGNS, TYPE B

0962-1000 O Linear Foot 1,465.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1004 O Linear Foot 36.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 2,175.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0004 O2, O3 Linear Foot 3,300.0000 N

4" PAVEMENT MARKING REMOVAL

0965-0021 O2 Linear Foot 442.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

9000-0005 X Each 4.0000 N Std

UTILITY TEST HOLES

9000-0012 H Each 1.0000 N Proj

PIPE CONNECTION TO EXISTING INLET

9000-0020 C1, H, M2 Lump Sum 1.0000 N Std

TEMPORARY STREAM DIVERSION

April 3, 2026 11:32:09 AM Page 11 of 53

9000-0055 M, M2 Lump Sum 1.0000 N Proj

RAIN GARDEN NO 1

9000-0056 M, M2 Lump Sum 1.0000 N Proj

RAIN GARDEN NO 2

9000-0057 M, M2 Lump Sum 1.0000 N Proj

RAIN GARDEN NO 3

9000-0058 M, M2 Lump Sum 1.0000 N Proj

RAIN GARDEN NO 4

9000-0059 H Lump Sum 1.0000 N Proj

PRIVATE WATER VAULT AND PIPING RELOCATION

9000-0081 H Each 2.0000 N Proj

EXISTING PIPE CONNECTION

9000-0082 H Lump Sum 1.0000 N Proj

PRIVATE WATERLINE SERVICE LATERAL

9000-0083 X Dollar 5,000.0000 $1.00 Y Proj

UTILITY RELOCATION ELECTRICAL SERVICE

9000-0303 H Each 1.0000 N Proj

CUT AND CAP ABANDONED WATERLINE

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

April 3, 2026 11:32:09 AM Page 12 of 53

SPECIAL PROVISIONS

Special Provision: G7B - a00007 IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01 Addendum:

Action:

Item(s) Associated:

Header:

IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01

Provision Body:

SECTION 313—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, BASE COURSE

SECTION 413—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT

COURSES WITH PERCENT WITHIN LIMITS AND LTS TESTING (PWL-LTS)

Addition of asphalt mixture design requirements for reduced number of gyrations at Ndesign and performance related physical testing to Publication 408, Section 313 and Section 413, for plant mixed asphalt courses implemented by Strike- Off Letter (SOL) and attachments for SOL 481-24-01 revising Bulletin 27, Chapter 2A, are made a part of the contract documents for this project.

SOL 481-24-01 is available in ECMS under the References tab. ECMS can be accessed at www.ecms.penndot.pa.gov, login as a Business Partner or Guest, and navigate to “References” > “Strike-off Letters”.

Project Specific Details:

Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) Addendum:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

April 3, 2026 11:32:09 AM Page 13 of 53

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

April 3, 2026 11:32:09 AM Page 14 of 53

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

106.10(a) Buy America Provisions. Revise last paragraph to read as follows:

Products manufactured of foreign steel or iron materials may be used, provided the cumulative cost of such products as they are delivered to the project does not exceed 0.1% of the total contract amount, or $2,500, whichever is greater.

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(a) Build America, Buy America Act. The Federal Bipartisan Infrastructure Law (Public Law 117-58) includes the Build America, Buy America Act that requires all iron, steel, manufactured products, and construction materials used to be produced in the United States.

The term produced in the United States defined as:

1. Iron or Steel Products. All manufacturing processes from the initial melting stage through the application of coatings occurred in the United States according to Section 106.10(a).

2. Manufactured Product. Final assembly of all manufactured products permanently incorporated into the project must be manufactured in the United States.

April 3, 2026 11:32:09 AM Page 15 of 53

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall

Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.

3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

3.d Construction materials where all manufacturing processes did not occur in the United States may be used, provided the cumulative cost of such construction materials is no more than the lesser of $1 million of 5% of total applicable costs for the project.

Special Provision: C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

April 3, 2026 11:32:09 AM Page 16 of 53

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the

Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated

CCD.

Within 14 days of completing the construction of a stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each SCM to the Representative through PPCC. Form CS-102 has information required to complete the Chapter 102 Form(s). Ensure the General Project and SCM Information, Construction Information, and Licensed Professional Certification sections are completed by the identified licensed professional responsible for overseeing the critical stages of the approved PCSM plan.

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

Assist the Representative in performing visual site inspections weekly and after each precipitation event greater than 0.25 inches to ensure the project's E&S Best Management Practices (BMPs) are functioning properly. Immediately initiate corrective actions, at no additional cost to the Department, upon notification by the Representative of noncompliance with the provisions of this section that the Representative has determined requires immediate corrective action under Department policies. For all other notifications of noncompliance, initiate corrective actions within 24 hours. Failure or refusal to promptly comply with such notice upon receipt may, at the Department’s sole discretion, result in: the withholding payment of estimates for work completed until the requirements of the E&S Plan are met, assessment of E&S noncompliance liquidated damages as specified in Section 108.07(d) or issuance of a written order stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

Nothing in this Section is to be interpreted to relieve the Contractor of its obligation to fully and timely comply with all applicable laws and any permits for the project. The time periods set forth in this Section do not supersede any more stringent time periods required by applicable laws or permits for the project.

If corrective action or noncompliance with the provisions of this Section result from design errors/omissions or a precipitation event exceeding the design storm criteria as specified in applicable Department publications; the cost and/or time required for the performance of the corrective actions for noncompliance notices or stop work orders will be considered as specified in Section 110.03 and Section 108.06, as applicable.

Utilize Department, DEP, or other authorized agency’s form(s) included in the contract or project permits unless directed otherwise by the Representative, DEP, the County Conservation District or other authorized regulatory agency.

approved Post Construction Stormwater Management (PCSM) Plan.

April 3, 2026 11:32:09 AM Page 17 of 53

For the purpose of determining compliance with the provisions of this section, “substantial completion” will be considered to have been attained when all of the following project milestones have been reached:

Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.

Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.

Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.

Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.

608 MOBILIZATION

Section 608.4(b)3. Revise to read as follows:

3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):

Certified Payroll Records

Final DBE/DB payment amounts and, if necessary, shortfall justification

Material Certifications

Form CS-4225H, Highway Lighting In-Service Guarantee Notification

As built drawings for Design/Build projects

Form RW-397A, Right to Enter (a property) and Release Form from property owner, if applicable

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

Work Order Information (i.e. Force Account documentation)

Post Construction Stormwater Management As-built drawings and all documentation required for submission of the Notice of Termination for projects with NPDES permits.

Special Provision: C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

Addendum:

CHANGES TO SPECIFICATIONS : APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

April 3, 2026 11:32:09 AM Page 18 of 53

APPENDIX C—DESIGNATED SPECIAL PROVISIONS. Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISIONS

General: This appendix to Publication 408 contains standard required provisions. The Contractor shall comply with the below appendices, as applicable.

Standard Documents: Designated Special Provisions (DSPs) that are referenced in this Appendix are:

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects. This provision is applicable to contracts funded with state funds, without federal funds.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects. This provision is applicable to any Federally-funded (in part or whole) contract for a construction project.

DSP8. F. A. R.—Required Contract Provisions Federal-Aid Construction Contracts – FHWA-1273 (Revised October 23, 2023). See attachments to the Proposal. This provision is applicable to any federally funded (in part or whole) contract for a construction project.

DSP9. Special Supplement—Anti-Pollution Measures – August 26, 1999. This provision is applicable to all contracts.

DSP12. Executive Order 11246, with Appendices A and B. This provision is applicable to contracts with federal funds (in part or whole).

DSP13. Buy America. This provision is applicable to contracts with federal funds (in part or whole, and to state-funded projects when any federal funds were allocated at any phase of the work on the overall-project but not under the current contract (for example, design), even if the construction contract is 100% state-funded.

DSP15. Commonwealth Standard Terms and Conditions. This provision is applicable to all contracts.

DSP16. Lobbying Certification Form. This provision is applicable to contracts with federal funds and a contract amount $100,000 or greater. If applicable, the Contractor shall complete this form and return it to PennDOT during contract execution. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause. This provision is applicable to contracts with federal funds. As used in this DSP, “[Name of Subrecipient]” refers to the Contractor.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances. This provision is applicable to contracts with federal funds. The Contractor’s signature on an agreement will be deemed a signature on this exhibit.

As used in this DSP, the term “Subrecipient” refers to the Contractor.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities. This provision is applicable to contracts with federal funds (in part or whole).

APPENDIX C—DESIGNATED SPECIAL PROVISION 20 (DSP20) FAR 52.240-1 - PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024). Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISION 20 (DSP20)

FAR 52.240-1 -PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED

BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024)

(a) Definitions. As used in this clause—

April 3, 2026 11:32:09 AM Page 19 of 53

American Security Drone Act-covered foreign entity means an entity included on a list developed and maintained by the Federal Acquisition Security Council (FASC) and published in the System for Award Management (SAM) at https://www.sam.gov (section 1822 of the National Defense Authorization Act for Fiscal Year 2024, Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

FASC-prohibited unmanned aircraft system means an unmanned aircraft system manufactured or assembled by an American Security Drone Act-covered foreign entity.

Unmanned aircraft means an aircraft that is operated without the possibility of direct human intervention from within or on the aircraft (49 U.S.C. 44801(11)).

Unmanned aircraft system means an unmanned aircraft and associated elements (including communication links and the components that control the unmanned aircraft) that are required for the operator to operate safely and efficiently in the national airspace system (49 U.S.C. 44801(12)).

(b) Prohibition. The Contractor is prohibited from—

(1) Delivering any FASC-prohibited unmanned aircraft system, which includes unmanned aircraft (i.e., drones) and associated elements (sections 1823 and 1826 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.);

(2) On or after December 22, 2025, operating a FASC-prohibited unmanned aircraft system in the performance of the contract (section 1824 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.); and

(3) On or after December 22, 2025, using Federal funds for the procurement or operation of a FASC-prohibited unmanned aircraft system (section 1825 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

(c) Procedures. The Contractor shall search SAM at https://www.sam.gov for the FASC-maintained list of American Security Drone Act-covered foreign entities prior to proposing, or using in performance of the contract, any unmanned aircraft system. Additionally, the Contractor shall ensure any effort or expenditure associated with a FASC-prohibited unmanned aircraft system is consistent with a corresponding exemption, exception, or waiver determination expressly stated in the contract.

(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial products or commercial services.

Special Provision: G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE

MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE

Provision Body:

Mixture and density acceptance of Superpave Mixture Design items in accordance with the following:

Mixture Acceptance Density Acceptance

April 3, 2026 11:32:09 AM Page 20 of 53

Item Number Description

Certification Section 413.2(i)2

Loose Box Section

413.3(h)2

Non- Movement

Section 413.3(j)2

Optimum Roller Pattern

Section 413.3(j)3

Pavement Cores Section 413.3(j)4

Stations or Segment/Offset

0313-0426 25mm Base Course, 6” depth X X

0313-0437 25mm Base Course, tonnage item X X

0413-0248 9.5mm Wearing Course, 1.5” depth X X

0413-0258 9.5mm Wearing, tonnage item X X

Special Provision: G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL

PLAN

Addendum:

ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN

Provision Body:

Comply with these requirements when submitting an alternate plan for accomplishing equal or better temporary and permanent erosion and sediment pollution control. Do not start work until the alternate erosion and sediment pollution control plan, schedules, and operation methods have been approved by the Department and the Department of Environmental Protection, or by the Department and the County Conservation District, as applicable.

Apply for any earth disturbance permits or permit amendments not included in the proposal documents that are required because of the nature of the contemplated construction procedures.

Prepare and furnish, with the applications, plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Provide simultaneously to the District Executive a copy of all plans and documents that affect the construction requirements.

Provide immediately to the District Executive any modifications that are made to the plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Obtain the approval of the Department and the permit from the Department of Environmental Protection prior to beginning any work when a permit is required, and the approval of the Department and the County Conservation District when a permit is not required.

Acquire areas outside of the right-of-way that are necessary for erosion and sediment pollution control. Proceed with the agreement procedure described in Section 105.14 (Borrow Areas and Waste Areas).

April 3, 2026 11:32:09 AM Page 21 of 53

Special Provision: G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT

POLLUTION CONTROL

Addendum:

CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION CONTROL

Provision Body:

I. Observe the applicable following procedures during the entire period of construction as directed:

(a) Conduct all operations as specified in the erosion and sediment pollution control plan and in such a manner to minimize turbidity in streams. Do not discharge water containing sediments or pollutants into the streams.

(b) Direct flowing water away from project construction areas.

(c) Limit movement of equipment through the streambed in accordance with the approved plan so as to prevent unnecessary siltation or disturbance. Permit equipment to cross flowing channels only on rock roadways and/or bridges to prevent constant turbulency and siltation.

Construct rock crossings, causeways or cofferdams with rock having a minimum size of 75 mm (3 inches) or larger as directed; also, the surface may be choked with stone aggregate having a minimum size of 9.5 mm (3/8-inch). Do not use earth or other materials which may cause sedimentation, for any crossings, causeways or cofferdams.

(d) Seed and/or stabilize all stream banks immediately upon completion of grading.

(e) Seed all cut and fill slopes when they have reached a vertical height of 4.5 m (15 feet). On areas where permanent seeding will not be performed within a period of 20 days after the excavation or embankment operations have been completed place temporary seeding (annual Ryegrass) and mulching on all soil areas.

(f) Control the entire grading area at all times during construction by placing the erosion and sediment pollution control devices that can be installed prior to disturbing the earth and the stabilization devices as soon as the required earthwork has been performed.

(g) For any excavation material stockpiled more than 20 days, take interim stabilization measures to minimize erosion of the stockpile slopes.

(h) Clean the sedimentation structures during construction as specified in Section 861. Dispose of silt fencing and sediment removed from the project, as directed.

(i) Separate all water originating outside of the project from that originating within.

(j) During the life of the contract, be responsible for the maintenance of all erosion and sediment pollution control devices.

(k) Seed all borrow and waste areas in accordance with the approved plans and with item (e) above.

Special Provision: G1601A - a01601 E.E.O. COVERED AREA

April 3, 2026 11:32:09 AM Page 22 of 53

E.E.O. COVERED AREA

Provision Body:

For the purpose set forth in the Executive Order 11246 the covered area for this contract is Bedford County, which is within the Economic Area of Pittsburgh, PA as listed in Appendix B of Designated Special Provision 12 (DSP12) entitled “Executive Order 11246 (with Appendix A and B)” in Appendix C of Pub 408.

Special Provision: G1701A - a01701 EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS

EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS

Provision Body:

The requirements of Attachment A, Designated Special Provision 8 (DSP 8), entitled “F.A.R.- Required Contract Provisions Federal- Aid Construction Contracts” in Appendix C of Pub 408 apply to this project.

Special Provision: G2302A - a02302 Worker Protection and Investment

Worker Protection and Investment

April 3, 2026 11:32:09 AM Page 23 of 53

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

In accordance with the Governor’s Executive Order 2021-06, Worker Protection and Investment, contractors and grantees of the Commonwealth must certify they are in compliance with Pennsylvania’s Unemployment Compensation Law, Worker’s Compensation Law, and all applicable Pennsylvania state labor and workforce safety laws including, but not limited to:

Construction Workplace Misclassification Act Employment of Minors Child Labor Act Minimum Wage Act Prevailing Wage Act Equal Pay Law Employer to Pay Employment Medical Examination Fee Act Seasonal Farm Labor Act Wage Payment and Collection Law Industrial Homework Law Construction Industry Employee Verification Act Act 102: Prohibition on Excessive Overtime in healthcare Apprenticeship and Training Act Inspection of Employment Records Law

To ensure compliance with these statutes, Contractors and Grantees are required to submit the Worker Protection and Investment Certification Form (BOP-2201) in response to all ECMS procurement solicitations. The form is available in the ECMS File Cabinet (in References Tab). If assistance with the Form is needed, contact the ECMS Help Desk at 855-783-8330 or at 717- 783-8330. ECMS Help Desk assistance is available 24 hours a day, 7 days a week.

This form must be completed for the Prime Contractor and all subcontractors and/or services.

The Prime Contractor must email the completed BOP-2201 Form to workprotect@pa.gov or fax the Form to 717-265-7207, signed by an authorized representative of the Contractor, possessing sufficient knowledge to make the representations and certifications on the BOP-2201 Form by 3:00 P.M. prevailing local time within 7 calendar days after the bid opening. When the seventh (7th) calendar day after the bid opening falls on a day that the Department offices are closed, submit the BOP-2201 Form by 3:00 P.M. prevailing local time on the next business day. Failure or refusal to provide the BOP-2201 Form, or inclusion on any Pennsylvania Department of Labor and Industry Worker Protection and Labor Law Non-Compliance List, will be considered a refusal to comply with bidding requirements and may result in rejection of the bid, and other appropriate consequences.

For Subcontractors/Services, the completed BOP-2201 Form must be attached with the Public Works Verification Act form and submitted in ECMS before a subcontractor request can be approved. A subcontractor/service identified on any Pennsylvania Department of Labor and Industry Worker Protection and Labor Law Non-Compliance List will not be approved.

The Pennsylvania Department of Labor and Industry has created a public list of businesses that have been found to be non-compliant with Pennsylvania state labor and workforce safety law which will be published on its public-facing website. The link to the Department of Labor and Industry’s website is: www.dli.pa.gov/Pages/Non-Compliance-List.aspx.

Questions regarding inclusion on the list should be directed to the appropriate bureau with the Department of Labor and Industry.

Special Provision: G2701B - a02701 LOCAL AUTHORITY CONTRACT--DEPARTMENT LET mailto:workprotect@pa.gov http://www.dli.pa.gov/Pages/Non-Compliance-List.aspx

April 3, 2026 11:32:09 AM Page 24 of 53

LOCAL AUTHORITY CONTRACT--DEPARTMENT LET

Provision Body:

The Commonwealth will open bids and award the contract in the name of West Providence Township.

The contractor is advised that the contract will be executed by this above Municipality.

The contractor is to name the above Municipality as additional insured on insurance certificate.

Also all payments made to the Contractor for work performed will be by this above Municipality.

Publication 408 wherever references are made to the Commonwealth, the Department or its employees, for the purpose of this contract it will mean the contracting Local Authority and its corresponding employees, unless otherwise superseded by Law.

However, prequalification of bidders, as specified in Section 102.01, will be performed by the Department.

Special Provision: G2902A - a02902 LOCALLY SPONSORED PROJECT PAYMENT PROCESS

LOCALLY SPONSORED PROJECT PAYMENT PROCESS

Provision Body:

As certified invoices for work performed by the Contractor are submitted by the Local Project Sponsor following established estimate dates, the Department will, for Federal-aid projects, submit charges through the state billing system to the FHWA for reimbursement.

Upon receipt of FHWA reimbursement, the Department will pay the Local Project Sponsor the federal and state share of the approved charges, as applicable. For Non-Federal-aid projects, as certified invoices are submitted the Department will pay the Local Project Sponsor the state share of the approved charges. The Local Project Sponsor is required to pay the Contractor the federal, state, and local share of approved charges, as applicable, within 10 calendar days of the date of the Department's check.

Special Provision: N10601A - a10601 DRIVE ADJUSTMENTS

DRIVE ADJUSTMENTS

April 3, 2026 11:32:09 AM Page 25 of 53

Provision Body:

Adjust driveways as indicated or directed. Any excavation necessary will not be paid for separately but will be considered incidental to the material used for paving the drive.

Special Provision: P1061D - b01061 Electronic Submission of Material Certifications through ECMS

Section 106 - Electronic Submission of Material Certifications through ECMS

Provision Body:

SECTION 106—CONTROL OF MATERIAL

Section 106.03(b)3 Revise to read as follows:

3. Compliance Certification of Bulletin Materials. The Contractor is responsible for the control and quality of all materials, both Bulletin and non-Bulletin materials, arriving at the project. Each Bulletin material must be certified to be from a Bulletin source and to be in compliance with the specification requirements for the material. A properly completed and submitted Form CS-4171(DS), Certificate of Compliance, is the means for certification of Bulletin materials. Bulletin materials are defined in Section 106.02(a)1.