834762padot121610.pdf

PROPOSAL Report - Project 121610

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PROPOSAL REPORT

Project: 121610 Bid

Package: 1

Current Let: 08/13/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 04 County: Wayne

SR/SEC/

Group ID: 196/S25/---

Description

SR 196 Resurfacing

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 CONSTRUCTION RESTRICTIONS AND REQUIREMENTS G4010C - a00002 REQUIRED NOTIFICATIONS G4011B - a00004 CONSTRUCTION/HOLIDAY RESTRICTIONS G90C - a00005g080090 PUBLIC NOTIFICATION G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) 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

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION G1901B - a01901 INSURANCE--GENERAL APPLICATION G2201A - a02201 RAILROAD COMPANY CONTACT PERSON G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC G2302A - a02302 Worker Protection and Investment G3401A - a03401 PREVAILING WAGE ACT G3501B - a03501 RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR CONSTRUCTION G4401C - a04401 UTILITIES--FOR USE ON PROJECTS WITH MINIMUM OR NO EXCAVATION

MPMS 121610

P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS I4413A - c04131 ITEM 4413-0204 SAMD, FOR DRIVEWAY AND SIDE ROAD I4491C - c04911 ITEM 4491-0019 VAR DEP MILLED MATERIAL RET BY CONTRACTOR, FOR

DRIVEWAY & SIDE ROAD

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c06201 ITEM 4620-0594 STRUCTURE MOUNTED GUIDE RAIL, RE-USE EXISTING ANCHOR

BOLTS

00 - c06202 ITEM 4620-2010 THRIE-BEAM GUIDE RAIL TO CONC BRDG BAR TRANS W/O CURB, MOD LENG OF CURVE

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I686A - c06861 ITEM 0686-0030 - CONSTRUCTION SURVEYING, TYPE B, MODIFIED 00 - c09011 ITEM 0901-0001 MAINTENACE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c90001 ITEM 9000-0001 THRIE-BEAM GRAIL TO CONCR BRDG BAR TRANS W/O CURB, ADDITIONAL POSTS

00 - c90002 ITEM 9000-0002 THRIE-BEAM GRAIL TO CONC BRDG BAR TRANS WITHOUT CURB, (RETROFIT OPTION 1)

I95000A - c9500 ITEM 9000-5000 - SNOWPOLE (ORANGE), 7' 0" I68C - c9501 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I9018A - c9901 ITEM 9901-2350 RAILROAD PROTECTIVE SERVICES (100% STATE)

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BID PACKAGE SUMMARY

Project: 121610 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: Non - Federal (100% State) State Type of Work: RESURFACING/OVERLAYS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 08/13/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 09/28/2026 Structure Work: 1.00%

Required Completion: 07/26/2027 Wage Rates: Yes

Description:

The purpose of the project is to improve deficiencies and provide a smoother riding surface, therefore, decrease the cost of ongoing roadway maintenance. The improvements to the roadway are to eliminate current potholes, depressions, rutting, and other pavement failures.This project is for the overlay of approximately 12.3 miles of existing roadway on various routes in WAYNE COUNTY, VARIOUS MUNICIPALITIES in the COMMONWEALTH OF PENNSYLVANIA.The project overlay includes asphalt binder course, milling, base repair, line painting, shoulder backup, pavement markings, guide rail replacement, and membrane waterproofing over existing structures. All work will be completed within the existing roadway. All maintenance and protection of traffic (MPT) will be completed in accordance with the special provisions of the contract and will consist of short-term patterns.

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

0203-0001 C Cubic Yard 24.0000 N

CLASS 1 EXCAVATION

0205-0100 C1 Cubic Yard 47.0000 N

FOREIGN BORROW EXCAVATION

0205-0381 C1 Ton 49.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0316-0337 E, F1 Ton 994.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM

MIX

0350-0121 C, E Ton 4,343.0000 N

SUBBASE (NO. 2A)

4413-0204 F Ton 589.0000 N Std

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, SRL-M , FOR DRIVEWAY AND SIDEROAD ADJUSTMENTS

0413-0261 F Ton 19.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO <3 MILLION ESALS, 4.75 MM MIX, SRL- L

0413-7009 F Ton 25,766.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM

MIX

0413-9999 X Dollar 94,310.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0450-1324 F1 Ton 25.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, MANUAL PATCHING, PG 64S-22, < 0.3 MILLION ESALS, 9.5

MM MIX, SRL-M

0460-0003 F4 Square Yard 176,121.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0002 F4 Gallon 14,429.0000 N

ASPHALT PRIME COAT

0491-0014 F3 Square Yard 1,169.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 2,326.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4491-0019 F3 Square Yard 4,019.0000 N Std

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR , FOR

DRIVEWAY AND SIDEROAD ADJUSTMENTS

0605-2730 K Set 1.0000 N

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TYPE M CONCRETE TOP UNIT AND GRATE

0607-0013 K Vertical Foot 2.0000 N

REBUILT INLET BOX

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

0615-0024 H2 Linear Foot 70.0000 N

10" SUBSURFACE DRAIN OUTLETS

0619-0459 J1, J3 Each 52.0000 N

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

0620-0400 J Each 6.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 13,913.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

4620-0594 J Linear Foot 50.0000 N Proj

STRUCTURE MOUNTED GUIDE RAIL , RE-USE EXISTING ANCHOR BOLTS

0620-0872 J Each 2.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-0900 C1, J Each 5.0000 N

REMOVE CONCRETE ANCHORAGE

0620-1600 J Linear Foot 8,838.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 1,075.0000 N

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

0620-1625 J Linear Foot 50.0000 N

TYPE 31-SC GUIDE RAIL

0620-1635 J Linear Foot 113.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1670 J Each 3.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-1680 J Linear Foot 63.0000 N

TYPE 31-S GUIDE RAIL TO TYPE 31-SCC GUIDE RAIL TRANSITION

0620-2010 J Each 10.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB

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4620-2010 J Each 1.0000 N Proj

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB , MODIFIED LENGTH OF

CURVE

0623-0401 J1 Linear Foot 244.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 32" HEIGHT, WITH FILL

0680-0120 K2, S1 Square Yard 327.0000 N

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE DECK

0686-0030 X Lump Sum 1.0000 N Std

CONSTRUCTION SURVEYING, TYPE B, MODIFIED

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0804-0026 M3 Pound 6.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0320 O Linear Foot 129,862.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 129,862.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0937-0106 J, R Each 345.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (W/B)

0937-0113 J, R Each 345.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE D, (W/B)

0960-0026 O2 Linear Foot 24.0000 N

24" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0127 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "RR CROSSING", 6' - 6", 12' LANE WIDTH (INCLUDES "X", "RR", AND 2

TRANSVERSE BANDS)

0962-1000 O Linear Foot 259,724.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 259,724.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

1090-1031 K2, S2 Square Yard 464.0000 N

BRIDGE DECK CRACK SEALING WITH HMWM

9000-0001 J Each 1.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB, ADDITIONAL POSTS

9000-0002 J Each 4.0000 N Proj

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THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB, (RETROFIT OPTION 1)

9000-5000 R Each 104.0000 N Std

SNOWPOLE (ORANGE), 7' 0"

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9901-2350 X Dollar 5,000.0000 $1.00 Y Std

RAILROAD PROTECTIVE SERVICES (100% STATE)

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SPECIAL PROVISIONS

Special Provision: 00 - a00001 CONSTRUCTION RESTRICTIONS AND REQUIREMENTS Addendum:

Action:

Item(s) Associated:

Header:

CONSTRUCTION RESTRICTIONS AND REQUIREMENTS

Provision Body:

CONSTRUCTION REQUIREMENTS

An initial PA One Call must be placed within ten (10) days of when contract work is to begin. For each SR on the contract, place a PA One Call dig ticket 3 days before work is to begin.

Contact the District Traffic Engineer, Robert Kretschmer, at 570-963-4019 prior to the pre-construction conference to receive copies of any signalized intersection diagrams for the project.

Submit all asphalt and concrete mixture designs for Department approval a minimum of two weeks prior to the first placement.

If more than one asphalt or concrete material supplier is used, ensure that each source has Department approved mix designs.

Once the project is initiated, make every effort to perform continuous construction operations and minimize the length of the project. Continuous construction operations are defined as providing active construction staffing, equipment, and sufficient material each workday.

Utilize and allocate crews, equipment, and materials as necessary for the completion of work activities within the specified work periods to deliver the project on the specified completion date, uphold project milestones, and meet all contractual requirements.

When a project location calls for replacement of existing traffic loop sensors, the item will be paid for one time only. Any traffic loop sensor damaged during construction of ADA ramps, or other preparatory operations, will be repaired/replaced at no cost to the Department.

Traffic loops must be re-installed after placement of scratch course and prior to placement of the overlay.

Maintain functional drainage structures and drainage courses throughout construction of the project.

Any additional damages to existing pavement areas caused by the contractor adjacent to construction operations must be repaired at no additional cost to the Department.

Protect any material being hauled to or away from the construction site. Cover any loads which create dust or other undesirable conditions. Loads of waste material emitting any liquid drippings are not allowed on any public roadway. Clean or sweep any public roadway affected during construction of this project to the satisfaction of the representative at no additional cost to the Department.

The Department has not provided additional time in the contract for acquiring waste areas and/or permits for these waste areas, if required. Comply with all non-department permits as well as the construction schedule as required in this contract.

Monitor traffic control devices as specified in the Special Provisions entitled "Item 0901-0001 Maintenance and Protection of Traffic During Construction" and the Traffic Control Plan. Be prepared to correct any deficiencies immediately. Failure to correct deficiencies in a timely fashion may result in a project shutdown. No additional contract time will be allowed to compensate for time lost resulting from a failure to meet requirements of this provision.

Be responsible for any damages to existing utilities caused by contractor operations. Contact the applicable authority immediately in the event of any damage.

Provide all property owners and/or residents affected by construction along the project notification of impending work. Provide information in accordance with the special provision titled PUBLIC NOTIFICATION.

Pavement joints for each state route must be sealed within 30 calendar days after patching is complete.

All shoulder reconstruction, joint repair, and base repair areas must be filled with asphalt and returned to the milled surface (long term operations) or finished grade (short term operations) at the end of each workday/work shift.

Prior to beginning milling operations, field view the locations of the existing pavement markings and prepare sketches and/or reference in the field so that they can be reproduced.

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When applicable, paint all centerlines, broken white lines and edge lines before roadway is open to traffic, or when directed.

Complete all permanent pavement markings within 30 calendar days of placing the final wearing course. After October 31st, place permanent pavement markings within 7 calendar days after the completion of paving. Place thermoplastic pavement markings within 72 hours of resurfacing.

Open all lanes of traffic at the end of each work shift to unrestricted flow. If a notched wedge (longitudinal) joint is constructed as specified in 409.3(k)1.c, replace any centerline paint obscured as a result of this work at no cost to the department. If such a joint is not constructed, abutting lanes must be at the same elevation before normal traffic can be restored. If, for some unforeseen circumstance (i.e. equipment breakdown, severe weather etc.), both lanes are not open at the end of the day, provide the necessary traffic signing and protection, as directed, at no additional cost to the Department.

Maintain one open lane of traffic at all times, in all areas of this project, as required in the maintenance and protection of traffic plans.

Coordinate with any local events taking place during the duration of the project.

The contractor must notify all private property owners with driveways to keep them informed of work that will close off their access. He will try to work with the owner to avoid any conflict of schedule of any special events or deliveries at that location.

Notify the Project Manager and Contact Jessica Ruddy, District 4-0 Community Relations Coordinator, at (570) 963-4044 for a media release of work two weeks prior to start of work. Include project specific details.

Notify the Department a minimum of fourteen (14) calendar days prior to beginning milling operations.

The top of every manhole, valve box, or other access facility must be reset to the same elevation as the proposed pavement surface as per Publication 16 (DM-5) chapter 1, section 1.3.D.1.A.(10) Begin placing shoulder back-up material (when indicated) within two (2) calendar days following the completion of roadway resurfacing. Application of prime coat to occur no later than two calendar days after the shoulder back-up has been installed.

Review guide rail and provide any comments or questions in PPCC within 30 days after Notice to Proceed. A time extension will not be issued for any comments or questions submitted after this timeframe.

Any guide rail (panels, posts, etc.) removed must be reinstalled at the end of each day, if not behind concrete barrier. No blunt ends will be permitted.

Comply with all local municipal zoning ordinances regarding construction related noise.

Make driveway adjustments, when required, using material from the resurfacing operation unless otherwise indicated or directed.

Utilize a Material Transfer Vehicle (MTV) in accordance with the requirements stipulated in Publication 408 Section 108.05(c)5 for any daily paving operation.

All existing utilities remain in their current locations, excluding any relocations specifically outlined in the contact. To verify utility locations, please coordinate with utility companies through the PA One Call service.

All paving joints shall be sealed using the specified Rubberized Joint Sealing Material accordance with Publication 408, Section 705.4(c) Contractor must use a paver for patches greater than 6’ wide.

For night work, provide an approved lightening plan before scheduled night work. Provide necessary number of illumination devices to illuminate the work area to the satisfaction of the Inspector-in-charge. These illumination devices required for night work will be considered incidental to this Item 0901-0001 “Maintenance and Protection of Traffic During Construction” and will not be paid separately.

Do not use vibratory rolling within close proximity of water valves located on SR 507 SEG 0060 Offset 0000.

CONSTRUCTION RESTRICTIONS

Do not store any equipment or stockpile any material within 30 feet of any roadway lane open to traffic unless protected by temporary barrier.

Do not block or park in driveways of businesses or residents with construction equipment or vehicles of any kind.

No Value Engineering of the superpave asphalt material is allowed on this project.

Do not close any lane on any state route to traffic until physical work is ready to begin.

Do not store equipment or stockpile material in any wetland or waterway. Do not park any equipment or vehicles overnight near any waterway that would allow oil, gas, hydraulic fluid, or other contaminants to enter the waterway.

Do not operate off-road equipment on any State-owned bridge or roadway.

No Asphalt or Concrete work is to be performed within the project limits prior to April 1st of any calendar year unless prior approval is granted by the District Executive Do not extend the work zone traffic control pattern beyond a 3,000 ft. maximum, unless directed to do so by the inspector in charge.

Project Specific Details:

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Special Provision: G4010C - a00002 REQUIRED NOTIFICATIONS Addendum:

REQUIRED NOTIFICATIONS

Provision Body:

Provide the following notification to the Inspector-in-Charge of the following:

Start of physical work – seven calendar days Width, height, or weight restrictions to any roadway – ten working days (excluding State holidays). This information should be on the form M-937R.

Removal of width, height, or weight restrictions to any roadway – immediately upon removal. This information should be on the form M-937RO.

Start of any operation affecting traffic (lane closures, total closures, etc.) -- seven calendar days with a confirmation the morning of the operation.

You will not be permitted to close or restrict any roadway until ten working days (excluding State holidays) after such notification is received by the District Permits Unit.

No time extensions will be granted for failure to submit the required notices.

Also, directly notify local residents, school districts, local and county emergency management agencies (EMAs) of work that impacts those entities at the start of the project and again no less than four calendar days in advance of such work. Provide documentation of such notifications to the Inspector-in-Charge.

Regardless of these provisions, provide notification to any entities that are affected by your operations sufficiently ahead of the operations to allow those entities to adjust their operations accordingly.

Special Provision: G4011B - a00004 CONSTRUCTION/HOLIDAY RESTRICTIONS Addendum:

CONSTRUCTION/HOLIDAY RESTRICTIONS

Provision Body:

Implement the following holiday restriction for the time frames listed below. Do not perform any work, including permit work, which will affect traffic on any State Route unless approved by the Department. Such work and/or activities include, but are not limited to the following:

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Crane swings over or near the highway, Any lane closures

Easter - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

Memorial Day and Labor Day - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

Thanksgiving - Restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M. following the holiday.

Independence Day (July 4th), Christmas (December 25th) and New Year's (January 1st)

If the holiday is Monday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

If the holiday is Wednesday, then the restriction starts from Tuesday, 12:01 A.M. preceding the holiday to Thursday, 12:59 P.M.

following the holiday.

If the holiday is Thursday, then the restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M.

following the holiday.

If the holiday is Friday, then the restriction starts from Thursday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

If the holiday is Saturday or Sunday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M.

following the holiday.

Independence Day (July 4th)

If the holiday is Tuesday, then the restriction starts from Monday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M.

following the holiday.

Christmas (December 25th) and New Year's (January 1st)

If the holiday is Tuesday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M. following the holiday.

Special Provision: G90C - a00005g080090 PUBLIC NOTIFICATION

PUBLIC NOTIFICATION

Provision Body:

Prepare and distribute, with the Engineer's approval, a letter to adjacent residents and businesses, describing the anticipated work sequence, traffic control, phase completions, and possible concerns, in nontechnical terms. Also include names and telephone numbers of the following field personnel: Contractor's superintendent, PENNDOT's Project Engineer, and Assistant Construction Engineer.

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Special Provision: G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE)

APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE)

Provision Body:

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

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects.

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

DSP15. Commonwealth Standard Terms and Conditions.

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:

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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: 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.

July 22, 2026 16:45:08 PM Page 15 of 78

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.

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.

July 22, 2026 16:45:08 PM Page 16 of 78

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

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

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 approved Post Construction Stormwater Management (PCSM) Plan.

July 22, 2026 16:45:08 PM Page 17 of 78 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.

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.

July 22, 2026 16:45:08 PM Page 18 of 78

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

Provision Body:

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).

July 22, 2026 16:45:08 PM Page 19 of 78

• 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—

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: C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

July 22, 2026 16:45:08 PM Page 20 of 78

CHANGE TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

Provision Body:

SECTION 110—PAYMENT

Section 110.06 MATERIAL STORED OR ON HAND. Revise to read as follows:

110.06 MATERIAL STORED OR ON HAND—

(a) Stored Material. The Representative may authorize payment for certain material, using Form CS-110, before its incorporation into the work. Upon the Contractor's request submitted through the PennDOT Project Collaboration Center’s (PPCC) Material-Stored Material (CS-110) workflow and the Representative's acceptance in PPCC, the Contractor may be paid 100% of the cost of the material, less the pro‑rata share of the retainage, if any; provided the quantity of stored material does not exceed the total estimated quantity required to complete the project and the cost is at least $1,000 but does not exceed 90% of the contract price of the applicable contract item or component item. Load-Transfer Units are only eligible for 90% of the cost of the material. The cost of the material is that amount to be paid by the Contractor as evidenced by invoices. Fabricated structural steel that is to receive a protective coating may be approved for prepayment at 75% of the contract price of the applicable contract item or component item, before application of the coating, provided the structure has been fully fabricated and preassembly of field connections has been made.

Payment for stored material will not be authorized until the material has been delivered to the project site or an approved location in the vicinity of the project, is inspected by the Representative to ensure the material is in a satisfactory condition and of sufficient quantity, is stored in an approved manner, and conforms to the requirements specified in this Section and Section 106.03. Identify stored material by project designation and set apart from other materials. Fabricated precast/prestressed bridge structure elements indicated on an S-number structure plan are eligible for prepayment when they are approved to ship. Other materials to be stored less than 30 days are not eligible for prepayment. In determining eligibility for prepayment, the beginning date for evaluating whether the required 30-day minimum storage period will be met will be the date the material is delivered to the project or approved storage location, or the date the invoice is submitted to the Department, whichever is the latter. Material originally determined to be ineligible for prepayment due to the minimum storage period requirement, that is then stored for more than 30 days, is eligible for prepayment on the next estimate, provided the invoice has been submitted to the Department. If the Representative determines, because of required fabrication at an off‑site location, that it is not feasible or practicable to store material in the vicinity of the project, the material may be stored at an approved location, which is not in the vicinity of the project, at the Contractor’s expense.

With the exception of structural steel to be incorporated into fabricated structural steel components for main bridge members, as specified in Section 110.06(a)1., only end product manufactured material or fully fabricated products that are awaiting installation and/ or incorporation into the finished work are eligible for prepayment. Ingredients of a finished product are not eligible for prepayment.

Aggregates, cements, and other bulk material are not eligible for prepayment. Beams containing precast components or secondary precast elements detailed on the structure component item schedule or both are eligible for prepayment. Living or perishable plant materials are not eligible for prepayment before planting.

Assume full control and responsibility for the protection of the stored material from the elements and against loss or damage by any cause. In the event any stored material becomes lost, stolen, impaired, or damaged while stored, the monetary value of the lost, stolen, impaired, or damaged material as may have been paid for in a current estimate will be deducted from a subsequent estimate.

Retain the title to the prepaid material until issuance of the acceptance certificate.

Payment for acceptable stored material will be made on current estimates against the applicable contract item. The amount paid will be proportionately recouped as the material is incorporated into the work.