844304padot3449.pdf

PROPOSAL Report - Project 3449

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PROPOSAL REPORT

Project: 3449 Bid

Package: 1

Current Let: 10/22/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Clearfield

SR/SEC/

Group ID: 4009/A01/---

Description

SR 4009 Conrail Br.

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 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

G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION G2001A - a02001 INSURANCE--INVOLVING A NON-OPERATING RR 00 - a02002 ADDITIONAL RAILROAD INSURANCE REQUIREMENTS AND INFORMATION G2201A - a02201 RAILROAD COMPANY CONTACT PERSON G2302A - a02302 Worker Protection and Investment G3401A - a03401 PREVAILING WAGE ACT C164B - a07000 CHANGES TO SPECIFICATIONS: SECTION 106 C172A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 C171A - a07030 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 00 - a08250 CONSTRUCTION RESTRICTIONS - DETOUR 00 - a10600 CONSTRUCTION RESTRICTIONS - PROPERTY ACCESS AND COORDINATION G100B - a14200 CONSTRUCTION RESTRICTIONS DUE TO AREA SPECIAL EVENTS S3099C - b03130 SECTION 313/413 - SUPERPAVE MIXTURE DESIGN S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS I6091L - c00100 ITEM 0609-0009 - EQUIPMENT PACKAGE I802B - c00200 ITEM 4802-0001 - TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE 00 - c00300 ITEM 5018-0001 - REMOVAL OF EXISTING BRIDGE, DEMOLITION 00 - c00400 ITEM 9000-0006 - REPAIR OF DETOUR ROUTE 00 - c00500 ITEM 9000-0021 - TEMPORARY ACCESS ROAD 00 - c00600 ITEM 9000-0135 - TEMPORARY PIPE CONNECTOR 00 - c00700 ITEM 9000-0231 - ASBESTOS TESTING AND ABATEMENT 00 - c00800 ITEM 9000-0426 - 24” TEMPORARY PIPE 00 - c01000 ITEM 9000-1003 - UTILITY TEST HOLE I68C - c01100 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

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I70C - c01200 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

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BID PACKAGE SUMMARY

Project: 3449 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $1,000,000.00 - $2,499,999.99

Anticipated NTP: 12/07/2026 Structure Work: 13.00% Required Completion: 08/20/2027 DBE: 0%

Wage Rates: Yes

Description:

For the removal of a railroad bridge in CLEARFIELD COUNTY, BRADY TOWNSHIP, Commonwealth of Pennsylvania, STATE ROUTE SR 4009 SECTION A01. This project being situated south of DUBOIS, on SR 4009 north of SR 322 for a distance of approximately 435 feet (0.08 miles).For the removal of an existing 132-foot, three-span steel stringer/girder structure carrying S.R.

4009 over a vacated rail line owned by the R.J. Corman Railroad Group. Construction includes backfilling the void underneath the structure and backfilling the void up to the current roadway grade. Construction includes asphalt base, binder, and wearing courses, foreign borrow, concrete piping, asbestos abatement, and miscellaneous construction as indicated on the approved drawings.

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 contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

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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 1,311.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 436.0000 N

SAW CUTTING

0205-0100 C1 Cubic Yard 7,504.0000 N

FOREIGN BORROW EXCAVATION

0205-0263 C1 Cubic Yard 1,246.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0212-0016 C3, H, M2 Square Yard 3,459.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0313-0324 E Square Yard 610.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0313-0337 E Ton 21.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX

0350-0106 C, E Square Yard 610.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 73.0000 N

SUBBASE (NO. 2A)

0413-0195 F Square Yard 989.0000 N

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

DEPTH, SRL-L

0413-2059 F Ton 7.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM

MIX, SRL-L

0413-6035 F Square Yard 610.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, < 0.3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0413-7007 F Ton 13.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, < 0.3 MILLION ESALS, 19.0 MM MIX

0460-0001 F4 Square Yard 1,933.0000 N

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ASPHALT TACK COAT

0491-0012 F3 Square Yard 379.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0353 H Linear Foot 30.0000 N

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

0601-5901 H1 Linear Foot 38.0000 N

CLEANING EXISTING PIPE CULVERTS, DIAMETERS UP TO AND INCLUDING 36"

0601-7062 H Linear Foot 432.0000 N

36" REINFORCED CONCRETE PIPE, TYPE A, 40' - 1.5' FILL, 100 YEAR DESIGN LIFE

0605-2600 K Each 2.0000 N

TYPE D ENDWALL

0605-2620 K Each 4.0000 N

TYPE D-W ENDWALL

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

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 200.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 16.0000 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

0620-0503 C1, J Linear Foot 128.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0677-0001 C1, E Cubic Yard 4.0000 N

SELECTED MATERIAL SURFACING

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

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0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0703-0020 C1, H Cubic Yard 591.0000 N

NO. 1 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 2.0000 N

NO. 57 COARSE AGGREGATE

4802-0001 C1, M Cubic Yard 409.0000 N Std

TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE

0804-0027 M3 Pound 88.0000 N

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

0804-0030 M3 Pound 2.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 38.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 186.0000 N

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

0806-0141 M2 Square Yard 1,741.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5B

0811-0003 J2, M Linear Foot 1,077.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0031 C1 Cubic Yard 4.0000 N

ROCK, CLASS R-3

0851-0003 C1 Square Yard 156.0000 N

ROCK APRON

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 1.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 1.0000 N

INLET FILTER BAG FOR TYPE M INLET

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0867-0012 M2 Linear Foot 472.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 65.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 120.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0937-0322 R Each 4.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, RED POST WITH RED SHEETING

0937-0323 R Each 2.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, RED POST WITH WHITE SHEETING

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0971-0001 R Each 4.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

5018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE MODIFIED

9000-0006 F Dollar 10,000.0000 $1.00 Y Proj

REPAIR OF DETOUR ROUTE

9000-0021 C1 Lump Sum 1.0000 N Proj

TEMPORARY ACCESS ROAD

9000-0135 H Each 1.0000 N Proj

TEMPORARY PIPE CONNECTOR

9000-0231 B1 Dollar 12,500.0000 $1.00 Y Proj

ASBESTOS TESTING AND ABATEMENT

9000-0426 H Linear Foot 24.0000 N Proj

24" TEMPORARY PIPE

9000-1003 C1 Each 1.0000 N Proj

UTILITY TEST HOLE

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

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ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

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SPECIAL PROVISIONS

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

Addendum:

Action:

Item(s) Associated:

Header:

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.

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.

Project Specific Details:

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

Addendum:

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CONTRACT PROVISIONS - RIGHT TO KNOW LAW

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.

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: G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

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ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

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

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).

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

POLLUTION CONTROL

Addendum:

CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION CONTROL

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.

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Special Provision: G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH

PREQUALIFICATION

Addendum:

EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION.

I. The Contractor's Prequalification Statement together with any approved revisions or amendments will constitute an approved Affirmative Action Program and is hereby incorporated in this contract by reference.

II. Insert all advertisements for employees in connection with this contract in newspapers having a large circulation in the area of the construction work among minority groups. Include, but do not limit to, such newspapers as listed below:

Philadelphia Afro-American, 427 S. Broad St., Philadelphia, PA 19147

Philadelphia Tribune, 522 S. 16th St., Philadelphia, PA 19146

Pittsburgh Courier, 315 E. Carson St., Pittsburgh, PA 15219

III. Conduct and direct systematic recruitment of employees in connection with this contract through public and private employee referral sources likely to yield qualified minority group applicants, including but not limited to the schools, colleges, and minority group organizations listed below:

Cheyney University, Chester & Creek Roads, Cheyney, PA 19319

Lincoln University, Oxford, PA 19352

California University, California, PA 15419

West Chester University, West Chester, PA

NAACP, Labor and Industry Committees

Community Action Centers

O.I.C. Technical and Vocational Schools

Black Community Centers

Black Ministers

CORE

Special Provision: G2001A - a02001 INSURANCE--INVOLVING A NON-OPERATING RR

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Addendum:

INSURANCE--INVOLVING A NON-OPERATING RR

I. The Proper Name and Address of the Ownerd is found in the Project Specific Details, Detail 1(see below).

II. GENERAL.

(a) In addition to any other forms of insurance or bonds required under the terms of the contract and specifications, provide and carry Owner's Protective Public Liability Insurance in the specified amounts. Also, submit a properly executed Insurance Certificate evidencing the issuance of adequate Contractor's Public Liability and Property Damage Insurance with the executed contract when it is returned to the Department.

(b) Carry the specified insurance from the time physical work is started until all physical work required to be performed under the terms of the contract is substantially completed. Failure to carry or keep such insurance in force until all work is substantially completed will constitute a violation of the contract and in such event, the Secretary may avail himself of the remedies provided under Section 108.08.

(c) Furnish to the owner a signed copy of the policy for Contractor's Public Liability and Property Damage Insurance and the signed original policy for Owner's Protective Public Liability Insurance prior to entry upon Owner's right-of-way. If any work is subcontracted, also furnish to the owner a signed copy of the policy for Contractor's Protective Public Liability and Property Damage Insurance.

III. OWNER'S PROTECTIVE PUBLIC LIABILITY INSURANCE.

Furnish the Department evidence that, with respect to the operations the Contractor or any of his subcontractors perform, provide Owner's Protective Public Liability Insurance in the name of the owner found in the Project Specific Details, Detail 1 providing coverage for bodily injury, death, and property damage limited to a combined single limit of not less than two million dollars ($2,000,000) per occurrence with an aggregate limit of not less than six million dollars ($6,000,000) for the term of the policy. Larger limits of insurance may be required in certain cases as specified by the Owner in any attachments

IV. CONTRACTOR'S PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE.

In accordance with Sections 103.06 and 107.14, carry regular Contractor's Public Liability and Property Damage Insurance of not less than two million dollars ($2,000,000).

V. CONTRACTOR'S PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE.

If any work is subcontracted, furnish evidence to the Department that regular Contractor's Protective Public Liability and Property Damage Insurance of not less than two million dollars ($2,000,000) is carried, in the Contractor's behalf.

1. The Proper Name and Address of the owner as referred to in Para I is:

Katherine Byrd R. J. Corman Railroad Company/Pennsylvania Lines P.O. Box 788 101 RJ Corman Drive Nicholasville, KY 40340

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Phone: 859-881-2389 E-mail: Katherine.byrd@RJCorman.com

Special Provision: 00 - a02002 ADDITIONAL RAILROAD INSURANCE REQUIREMENTS AND

INFORMATION

Addendum:

ADDITIONAL RAILROAD INSURANCE REQUIREMENTS AND INFORMATION

See attachment titled " R.J. Corman Insurance Requirements" for additional insurance requirements.

In case of insurance requirement variations among the contract documents, including but not limited to general liability requirements imposed by any third party, such as a railroad, provide the higher coverage.

See attachment titled " R. J. Corman Special Provision" for additional requirements and information.

Note: The Railway line is presently inactive and no flagging is anticipated, however if unforeseen flagging is required the Department will make payment to R. J. Corman.

Special Provision: G2201A - a02201 RAILROAD COMPANY CONTACT PERSON

RAILROAD COMPANY CONTACT PERSON

Contact the following railroad company representative to request protective services if required:

INSURANCE RELATED

Katie Byrd

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1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

Property Services Specialist

PO Box 788, Nicholasville, Ky 40340

Phone: 859-881-2389

PROTECTIVE SERVICES

James Evans

Track Supervisor

Phone: 859-408-1855

Note: The Railway line is presently inactive and no flagging is anticipated, however if unforeseen flagging is required the Department will make payment to R. J. Corman.

Special Provision: G2302A - a02302 Worker Protection and Investment

Worker Protection and Investment

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

September 16, 2026 07:36:40 AM Page 18 of 46

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: G3401A - a03401 PREVAILING WAGE ACT

PREVAILING WAGE ACT

Submit bids on this project in compliance with the Pennsylvania Prevailing Wage Act, as specified in Section 107.22. If that Act or any portion thereof is finally determined by a court to be invalid and unenforceable, any savings realized by the Contractor as a result of such invalidation accrue to the benefit of the Department or its designee. The prospective bidder agrees, by submitting this bid, to make payroll records available for audit by the Department. In the event that the bidder fails to afford the Department or its designee the benefit of any savings realized under this paragraph the Department will have the right to withhold payments from this or any other contract in an amount equal to the savings realized plus interest.

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

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Special Provision: C164B - a07000 CHANGES TO SPECIFICATIONS: SECTION 106

Addendum:

CHANGES TO SPECIFICATIONS: SECTION 106

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.

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.

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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: C172A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

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.

approved Post Construction Stormwater Management (PCSM) Plan.

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Conduct confirmation testing for infiltration, if applicable, as specified in Section 876.

Within 14 days of completing the construction of a post-construction stormwater management (PCSM) stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each PCSM 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 shall 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.

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.

SECTION 871—SEDIMENT TRAP – RISER

Section 871.1 DESCRIPTION. Revise to read as follows:

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871.1 DESCRIPTION—This work is the construction, maintenance, and removal and/or conversion of riser type sediment trap to a permanent stormwater control measure area.

Section 871.3 CONSTRUCTION. Revise to read as follows:

871.3 CONSTRUCTION—As shown on the Standard Drawings, at the location indicated or directed, and as follows:

As specified in Section 201.3, clear and grub the storage area and embankment foundation area site. Excavate the key trench for the full length of the embankment (when located in permanent stormwater control measure area). Install the outlet protection, outlet pipe with the anti-seep collar attached (where indicated), and outlet structure at the location indicated.

When indicated, construct the temporary riser pipe assembly, as specified in Section 874.3.

When a concrete anti-seep color is specified, construct collar as specified in the applicable parts of Section 1001.3.

When the sediment trap is located in a permanent stormwater control measure area and a concrete outlet structure is indicated, construct concrete outlet structure as specified in Section 875.3.

Construction of the embankment before placing the pipe is not required. Do not use coarse aggregate as backfill material around the pipe. Backfill the pipe with suitable embankment material to prevent embankment leakage along the pipe. Construct outlet protection of the type indicated at outlet end of pipe, as specified in Section 851.3. Place the embankment material, as specified in Section 206.3.

When required, obtain borrow excavation for the formation of the embankment, as specified in Section 205. Apply seeding and soil supplements, as specified in Section 804.3.

Mulch, if required, as specified in Section 805.3.

Install and maintain cleanout stake as required, as indicated, or as directed.

Inspect sediment trap after each runoff event to assure that it continues to function properly. Remove accumulated sediment as specified in Section 861.3 and repair as required or as directed.

When the tributary area to the sediment trap is stabilized or the sediment trap is no longer required, or if otherwise directed, satisfactorily recondition the site as follows:

Temporary Sediment Trap: Fill in excavated areas, removing embankments, riser pipe assemblies, outlet pipe, and anti-seep collars, or as directed. Restore the areas as specified in Section 105.14. Satisfactorily dispose of removed materials.

Sediment Trap Located in a Permanent Stormwater Control Measure Area: Perform conversion of the temporary sediment trap to a permanent Stormwater Control Measure according to the sequence in the approved Post Construction Stormwater Management Plan. Typical activities include, but are not limited to, grading to final basin elevations; removing temporary orifice covers and stand pipes; applying permanent vegetative stabilization; and satisfactorily disposing of removed materials. For infiltration Stormwater Control Measures, confirmation testing for infiltration is required, as specified in Section 876.

SECTION 872—SEDIMENT BASIN

Section 872.1 DESCRIPTION. Revise to read as follows:

872.1 DESCRIPTION—This work is the construction, maintenance, and removal and/or conversion of A sediment basin to a permanent stormwater control measure area.

Section 872.3 CONSTRUCTION. Revise to read as follows:

872.3 CONSTRUCTION—As shown on the Standard Drawings, at the location indicated or directed, and as follows:

As specified in Section 201.3, clear and grub the storage area and embankment foundation area site. Excavate the key trench for the full length of the embankment. Excavate the emergency spillway as indicated. Install the outlet protection, outlet pipe with the anti-seep collar attached, and outlet structure at the location indicated.

When indicated, construct the temporary riser pipe assembly, as specified in Section 874.3.

When concrete anti-seep collar is specified, construct collar as specified in the applicable parts of Section 1001.3.

When the sediment basin is located in a permanent stormwater control measure area and a concrete outlet structure is indicated, construct concrete outlet structure as specified in Section 875.3.

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Construction of the embankment and trench before placing the pipe is not required. Do not use coarse aggregate as backfill material around the pipe. Backfill the pipe with suitable embankment material to prevent embankment leakage along the pipe. Construct outlet protection of the type indicated at outlet end of pipe, as specified in Section 851.3. Place the embankment material, as specified in Section 206.3. If required, obtain borrow excavation for the formation of the embankment, as specified in Section 205. Apply seeding and soil supplements, as specified in Section 804.3. Mulch, if required, as specified in Section 805.3.

Install and maintain cleanout stake as required, as indicated, or as directed.

Inspect sediment basin after each runoff event. Remove accumulated sediment as specified in Section 861.3 and repair as required or as directed.

When the tributary area to the sediment basin is stabilized, or the basin is no longer required, or when directed, satisfactorily recondition the site as follows:

Temporary Sediment Basin: Fill in excavated areas, removing embankments, riser pipe assemblies, corrugated metal pipe, and anti-seep collars, or as directed. Restore the areas as specified in Section

105.14. Satisfactorily dispose of removed materials.

Sediment Basin Located in a Permanent Stormwater Control Measure Area: Perform conversion of the temporary sediment basin to a permanent Stormwater Control Measure according to the sequence in the approved Post Construction Stormwater Management Plan. Typical activities include, but are not limited to, grading to final basin elevations; removing temporary orifice covers and stand pipes; applying permanent vegetative stabilization; and satisfactorily disposing of removed materials. For infiltration Stormwater Control Measures, confirmation testing for infiltration is required, as specified in Section 876.

SECTION 875—CONCRETE OUTLET STRUCTURE

Section 875.1 DESCRIPTION. Revise to read as follows:

875.1 DESCRIPTION—This work is construction of a permanent concrete outlet structure for a stormwater control measure area and where applicable, the conversion to and from a temporary sediment trap or sediment basin.

Add the following new Section:

SECTION 876—INFILTRATION TESTING

876.1 DESCRIPTION—This work is for confirmation testing during construction for infiltration capacity of Post Construction Stormwater Management (PCSM) Stormwater Control Measures (SCMs).

876.3 CONSTRUCTION—Perform infiltration testing upon reaching the final elevation of the PCSM SCM’s infiltration surface as identified on the approved PCSM Plan. For surface PCSM SCMs, the infiltration surface is normally the bottom elevation before applying final vegetative stabilization (e.g., surface infiltration basin, vegetated swale) or an engineered soil mix (e.g., bioinfiltration).

For subsurface PCSM SCMs (e.g., infiltration trench), the infiltration surface is the bottom elevation before placing stone or other media. All contributing drainage areas to the PCSM SCM must receive permanent stabilization or otherwise adequately protected, as determined by the identified licensed professional, before exposing the infiltration surface. Conduct tests:

Within 4 days of completing grading to the final elevation of the infiltration surface, unless delayed by weather, in which case testing must be conducted at the earliest practicable time when weather conditions are satisfactory.

No sooner than 24 hours after rainfall exceeding 0.5 inches in a 24-hour period. Do not perform a test until the infiltration surface is free of standing water.

Acceptable infiltration test methods are as follows:

Double ring infiltrometer. Perform tests according to either:

Protocol 1 (Methodology for Double-Ring Infiltrometer Field Test) in Appendix C of the Pennsylvania Stormwater Best Management Practices Manual, as amended; or

ASTM D3385 (Standard Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer).

Single ring infiltrometer. Perform tests according to ASTM D5126, Section 4.1.2.1, and according to manufacturer’s recommendations for the type of single ring test used.

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Modified Philip Dunne infiltrometer. Perform tests according to ASTM D8152 (Standard Practice for Measuring Field Infiltration Rate and Calculating Field Hydraulic Conductivity Using the Modified Philip Dunne Infiltrometer Test).

If any of the above test methods were used in the design of the PCSM SCM, that same method must be used for confirmation testing. Locate the test sites evenly across the infiltration area. The number of tests at each SCM location are noted in Table 1.

TABLE 1

Minimum Number of Tests by Infiltration Surface Area

Testing Method infiltration Surface Area (ft2) < 2,500 2,500 - 4,999 5,000 - 9,999 > 10,000

Double-Ring Infiltrometer 3 4 5 1 per 2,000 ft2

(15 max.)

Single-Ring Infiltrometer 5 6 8 1 per 1,250 ft2

(20 max.)

Philip Dunne Infiltrometer 5 6 8 1 per 1,250 ft2

(20 max.)

Infiltration testing must be conducted by, or under the direct supervision of, one of the following:

Soil Science Society of America (SSSA) Certified Professional Soil Scientist (CPSS)

Professional member of the Pennsylvania Association of Professional Soil Scientists (PAPSS)

Licensed Professional Geologist with professional experience and education in soil science

Licensed Professional Engineer (PE) with experience in soils and infiltration in Pennsylvania

Submit qualifications of the professional responsible for conducting or supervising infiltration testing to the Representative before the start of testing. Provide the Representative with a minimum of 2 days’ advance notice before testing.

Sediment traps and sediment basins that are converted to PCSM infiltration SCMs must achieve an infiltration rate greater than or equal to 80% of the design infiltration rate. If the infiltration SCM fails to meet 80% of the design infiltration rate, the identified licensed professional will determine if the ponding time will exceed 20% of the design ponding time.