820529padot90839.pdf

PROPOSAL Report - Project 90839

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PROPOSAL REPORT

Project: 90839 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 08 County: Franklin

SR/SEC/

Group ID: 30/103/---

Description

Rocky Mountain Creek Br

April 9, 2026 07:05:02 AM Page 2 of 68

TABLE OF CONTENTS

BID PACKAGE SUMMARY

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

G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 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 00 - a01701 FALL PROTECTION AND RESCUE PLAN G2302A - a02302 Worker Protection and Investment G60B - a02501 NIGHT SHIFT G110B - a05201 START OF WORK N10501B - a10501 BRIDGE SHOP DRAWINGS N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS G50E - a10701 GUIDE RAIL MOUNTED DELINEATORS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S2011C - b02011 SECTION 201.3 00 - b04131 SECTION 413.3 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3 S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b07042 SECTION 704 AND SECTION 1001 00 - b08041 SECTIONS 804.2 & 804.3 00 - b08101 SECTION 810 - TREE TRIMMING AND SELECTIVE TREE REMOVAL 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS

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00 - c02051 ITEM 4205-0364 - SELECTED BORROW EXCAVATION ROCK, CLASS R-4 (INCLUDES

EXCAVATION)

00 - c02052 ITEM 4205-0367 - SELECTED BORROW EXCAVATION ROCK, CLASS R-7 (CHOKED

WITH ROCK, CLASS R-4)

I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06201 ITEM 4620-1600 - TYPE 31-S GUIDE RAIL (INCL. ASYMETRIC W-BEAM TO THRIE-

BEAM TRANS. SECTION)

00 - c06202 ITEM 4620-1602 - TYPE 31-S GR W/ 8' EXTRA LONG POSTS 00 - c06203 ITEM 4620-1670 - TYPE 31-STRONG POST IN-LINE ANCHOR (WITH 8’ EXTRA

LENGTH POSTS)

00 - c06204 ITEM 4620-2010 - THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER

TRANSITION WITHOUT CURB

00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09581 ITEM 4958-0001 - TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS

(2 APPROACHES)

00 - c10182 ITEM 5018-0001 - REMOVAL OF EXISTING BRIDGE, S-39569 I19992A - c19992 ITEM 1999-9999 - TRAINEES I80041A - c80101 ITEMS 8010/8000/8100-0001 - BRIDGE STRUCTURE, AS-DESIGNED &

ALTERNATES, S-39569

00 - c80102 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-39569 00 - c90001 ITEM 9000-0001 - REMOVE AND RESET EXISTING SPLIT RAIL FENCE 00 - c90003 ITEM 9000-0002 - REMOVE AND RESET EXISTING CHAIN LINK FENCE 00 - c90005 ITEM 9000-0003 - TEMPORARY STREAM DIVERSION, S-39569 00 - c90006 ITEM 9000-0020 - SNOWPLOW TRUCK AND OPERATOR I68C - c90007 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c90009 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I2032D - c92032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-39569

00 - c92032 SUPPLEMENTAL SPECIFICATIONS FOR ITEM 9203-0101

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BID PACKAGE SUMMARY

Project: 90839 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: BRIDGE REPLACEMENT

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 05/07/2026 11:00:00 AM Project Cost Range: $5,000,000.00 - $7,499,999.99 Anticipated NTP: 06/22/2026 Structure Work: 48.00%

Required Completion: 11/02/2028 DBE: 0% Wage Rates: Yes

Description:

This project consists of the replacement of the SR 0030-103 structure, including minor approach work, guide rail updates, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0030, SECTION 103, in FRANKLIN COUNTY, GREEN TOWNSHIP, from Segment 0584 Offset 2199 to Segment 0600 Offset 3211, for an overall project length of 4045.54 linear feet (0.766 mile).

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.

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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 1,775.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 3,320.0000 N

SAW CUTTING

0205-0281 C1 Cubic Yard 92.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

4205-0364 C1 Ton 11.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-4 (INCLUDES EXCAVATION)

4205-0367 C1 Ton 493.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-7 (CHOKED WITH ROCK, CLASS R-4)

0212-0001 C3, H, M2 Linear Foot 2,740.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 423.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0532 E Square Yard 2,846.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 9" DEPTH

0350-0108 C, E Square Yard 2,846.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0413-0283 F Square Yard 28,063.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-H

0413-6057 F Ton 767.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX

0460-0001 F4 Square Yard 30,909.0000 N

ASPHALT TACK COAT

0461-0001 F4 Square Yard 1,430.0000 N

ASPHALT PRIME COAT

0491-0013 F3 Square Yard 28,063.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0505-0001 G, G1 Square Yard 295.0000 N

BRIDGE APPROACH SLAB

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

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0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 2,740.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 60.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 4.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 8.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 7.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-0500 J Linear Foot 405.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 2,559.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 675.0000 N

TYPE 31-S GUIDE RAIL

4620-1600 J Linear Foot 1,138.0000 N Proj TYPE 31-S GUIDE RAIL (INCLUDES ASYMETRIC W-BEAM TO THRIE-BEAM TRANSITION SECTION)

0620-1602 J Linear Foot 175.0000 N

TYPE 31-S GUIDE RAIL WITH 8' EXTRA LENGTH POSTS

4620-1602 J Linear Foot 75.0000 N Proj

TYPE 31-S GUIDE RAIL WITH 8' EXTRA LENGTH POSTS (INCLUDES ASYMETRIC W-BEAM TO THRIE-BEAM TRANSITION

SECTION)

0620-1670 J Each 3.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

4620-1670 J Each 1.0000 N Proj

TYPE 31-STRONG POST IN-LINE ANCHOR (WITH 8' EXTRA LENGTH POSTS)

4620-2010 J Each 4.0000 N Proj

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB (WITH 8' EXTRA LENGTH

POSTS)

0627-3019 J1 Linear Foot 450.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

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0628-3019 J1 Linear Foot 187.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

0643-0001 J1 Linear Foot 93.0000 N

TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED

0644-0001 J1 Linear Foot 30.0000 N

TEMPORARY CONCRETE BARRIER, STRUCTURE MOUNTED, RESET

0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 5,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

0696-0610 J1 Each 4.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0697-0610 J1 Each 2.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0802-0001 C1, M Cubic Yard 142.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 60.0000 N

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

0804-0030 M3 Pound 15.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 25.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0121 M2 Square Yard 371.0000 N

TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3B

0810-0052 A, M1 Each 1.0000 N

SELECTIVE TREE REMOVAL

0811-0003 J2, M Linear Foot 145.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 2,500.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0001 C1 Each 3.0000 N

WASH RACK

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 3.0000 N

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REPLACEMENT PUMPED WATER FILTER BAG

0867-0012 M2 Linear Foot 2,003.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 250.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 40,836.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 25,153.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 5,277.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 297.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0360 O1, Q Each 133.0000 N

TEMPORARY NONPLOWABLE RAISED PAVEMENT MARKER, (TWO WAY Y/Y)

0901-0451 Q Each 2.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0941-0001 R Each 6.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0942-0002 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE C

0945-0001 R Each 5.0000 N

RESET POST MOUNTED SIGNS, TYPE F

4958-0001 P, Q Each 1.0000 N Proj

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (2 APPROACHES) (INCLUDES REMOVE AND RESET

OF EXISTING SIGNAL ARM)

0962-1000 O Linear Foot 8,294.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 1,804.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 13,494.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 5,203.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 20,497.0000 N

4" PAVEMENT MARKING REMOVAL

April 9, 2026 07:05:02 AM Page 9 of 68

0963-0010 O2, O3 Each 15.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0965-0005 O2 Linear Foot 652.0000 N

6" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0021 O2 Linear Foot 117.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0022 O2 Linear Foot 1,003.0000 N

24" YELLOW PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0220 O2 Each 3.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "STRAIGHT ARROW", 12' - 0" X 1' - 8"

0965-0224 O2 Each 6.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "LEFT ARROW", 12' - 0" X 3' - 0"

0965-0226 O2 Each 6.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "THRU AND RIGHT ARROW", 20' - 0" X 3' - 7"

5018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE , S-39569

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

E 8010-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-39569

A 1002-0052 S7 Pound 55,500.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0138 S7 Each 54.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 4 REINFORCEMENT BARS, EPOXY COATED

A 1002-0140 S7 Each 114.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

A 1002-0142 S7 Each 24.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 6 REINFORCEMENT BARS, EPOXY COATED

A 1002-0146 S7 Each 32.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 7 REINFORCEMENT BARS, EPOXY COATED

A 1002-0220 S7 Pound 208.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 1007-0200 X Each 2.0000 N

MICROPILES VERIFICATION LOAD TEST

A 1007-0210 X Each 2.0000 N

MICROPILES PROOF LOAD TEST

A 1007-0230 K1 Cubic Foot 13.0000 N

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MICROPILES GROUT

A 1007-0350 C6, U Linear Foot 1,167.0000 N

MICROPILES 9 5/8" DIAMETER, PLAIN STEEL

O 8000-0001 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

9000-0001 J2 Linear Foot 54.0000 N Proj

REMOVE AND RESET EXISTING SPLIT RAIL FENCE

9000-0002 J2 Linear Foot 23.0000 N Proj

REMOVE AND RESET EXISTING CHAIN LINK FENCE

9000-0003 M2 Lump Sum 1.0000 N Proj

TEMPORARY STREAM DIVERSION

9000-0020 Z Hour 10.0000 N Proj

SNOWPLOW TRUCK AND OPERATOR

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

9203-0101 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-39569

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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.

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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.

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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.

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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:

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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.

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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

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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—

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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: G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD)

ROAD USER LIQUIDATED DAMAGES (RULD)

Provision Body:

Road User Liquidated Damages (RULDs) will be assessed as specified in Section 108.07(b) and as follows:

Unrestricted traffic is defined as opening the roadway/structure full width including shoulders and ramps as approved by the Representative with no further need for traffic restrictive devices.

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24 hours in advance of the completion of portions of the work which control the assessment of liquidated damages, notify the Representative so that a mutual inspection can be performed. If the Representative determines that the work is completed satisfactorily, the travel lanes will be opened to unrestricted traffic and no further liquidated damages will be assessed for that portion of work.

Damage charges as outlined below will be assessed independent of and concurrent with, as appropriate, Construction Engineering Liquidated Damages (CELD) as specified in Section 108.07(a).

RULDs as specified will be deducted from money due or to become due.

Stage 2 and 3 Mainline Lane Closure

RULDs in the amount of $6,000.00 per day will be assessed for each day or portion of a day that SR 0030 is not open to unrestricted traffic on all lanes as specified within the special provision for Item 0901-0001.

SR 30 Short Term Lane Closures

RULDs in the amount of $3,000.00 per hour will be assessed for each hour or portion of an hour that SR 0030 is not open to unrestricted traffic on all lanes as specified within the special provision for Item 0901-0001.

Trucks Detour 2 - Stage 3

RULDs in the amount of $1,000.00 per day will be assessed for each day or portion of a day that the detour as indicated within the Traffic Control Plan is not removed and the roadway is not open to unrestricted traffic in all lanes as specified within the special provision for Item 0901-0001.

All Vehicles Detour 2 - Stage 3

RULDs in the amount of $1,000.00 per day will be assessed for each day/or portion of a day that the detour as indicated within the Traffic Control Plan is not removed and the roadway is not open to unrestricted traffic in all lanes as specified within the special provision for Item 0901-0001.

Trucks Detour 1 - Stage 2

RULDs in the amount of $1,000.00 per day will be assessed for each day or portion of a day that the detour as indicated within the Traffic Control Plan is not removed and the roadway is not open to unrestricted traffic in all lanes as specified within the special provision for Item 0901-0001.

All Vehicles Detour 1 - Stage 2

RULDs in the amount of $1,000.00 per day will be assessed for each day or portion of a day that the detour as indicated within the Traffic Control Plan is not removed and the roadway is not open to unrestricted traffic in all lanes as specified within the special provision for Item 0901-0001.

Special Provision: G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

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Notify the Engineer at least 4 calendar days in advance of the start of any operation which will affect the flow of traffic and provide the Engineer with details of the work to be done. After notification, the District Office will advise the public of these traffic restrictions and possible delays.

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).

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

POLLUTION CONTROL

Addendum:

April 9, 2026 07:05:02 AM Page 21 of 68

Header:

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

E.E.O. COVERED AREA

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For the purpose set forth in the Executive Order 11246 the covered area for this contract is Franklin County, which is within the Economic Area of Harrisburg-Lancaster-York, Pennsylvania, 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: 00 - a01701 FALL PROTECTION AND RESCUE PLAN

FALL PROTECTION AND RESCUE PLAN

Provision Body:

Provide a site specific Fall Protection and Rescue Plan in accordance with 29 OSHA 1926.500. Each site specific Fall Protection and Rescue Plan will include the following at a minimum:

State the Fall Protection and Rescue Plan is in accordance with OSHA regulations.

Provide name of competent person(s) on the project.

Provide the type of fall protection equipment that will be utilized.

For the pre-engineered prefabricated system provide the catalog cut sheets showing capacity.

For a designed fall protection system provide calculations showing the max capacity per lifeline span.

Show the minimum fall distance. Show the fall protection system (with illustration) will arrest before the individual hits the ground.

Identify how far the location anchor point will be from the falling edge in the vertical and horizontal directions.

Sign and seal the fall protection and rescue plan by a Professional Engineer, registered in Pennsylvania.

Provide certification of Fall Protection Plan adequacy (signed either by the competent person on the project or by a Professional Engineer registered in PA) to the project stating that the Fall Protection and Rescue Plan have been installed in accordance with the approved Fall Protection and Rescue Plan before use.

Review of the contractor’s Fall Protection and Rescue Plan will not relieve the Contractor of the responsibility and liability to properly abide by OSHA regulations.

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Special Provision: G2302A - a02302 Worker Protection and Investment Addendum:

Worker Protection and Investment

Provision Body:

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.

mailto:workprotect@pa.gov http://www.dli.pa.gov/Pages/Non-Compliance-List.aspx

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