PROPOSAL Report - Project 110368

August 6, 2026 10:30:11 AM Page 1 of 104

PROPOSAL REPORT

Project: 110368 Bid

Package: 1

Current Let: 09/03/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Centre

SR/SEC/

Group ID: 26/P35/---

Description

2026 Centre Bridge Preservation

August 6, 2026 10:30:11 AM Page 2 of 104

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

00 - a01200 ACCESS RESTRICTION G1211B - a01211 Exx-9999 PERMIT G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment C164A - a07000 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C172A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 C168A - a07030 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C170A - a07040 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a07050 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 48 C169A - a07060 CHANGES TO SPECIFICATIONS: SECTION 419 C167A - a07070 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

00 - a10612 NOTICE TO CONTRACTORS - SR 0026 FOSTER JOSEPH SAYERS RESERVOIR

WINTER DRAW DOWN DATES

G100B - a14200 CONSTRUCTION RESTRICTIONS DUE TO AREA SPECIAL EVENTS 00 - a14240 CONSTRUCTION RESTRICTION - CONSTRUCTION START ON SR 0322 G101F - a14250 CONSTRUCTION RESTRICTIONS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

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 I677D - c00200 ITEM 4677-0004 - SELECTED MATERIAL SURFACING USE SUBBASE 00 - c00200 ITEM 4901-0102 - SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR 00 - c00400 ITEM 5001-1080 - CLASS AA CEMENT CONCRETE WITH METAL CURB DRAINS 00 - c00500 ITEM 1018-0048 - REMOVAL OF PORTION OF EXISTING BRIDGE 00 - c00600 ITEM 1018-0049 - REMOVAL OF PORTION OF EXISTING BRIDGE

August 6, 2026 10:30:11 AM Page 3 of 104

00 - c00700 ITEM 5026-0015 - NEOPRENE STRIP SEAL DAM (3" MOVEMENT) INCLUDES

SURVEY OF EXISTING JOINT

00 - c00800 ITEM 5026-0017 - NEOPRENE STRIP SEAL DAM (4" MOVEMENT) INCLUDES

SURVEY OF EXISTING JOINT

I19992A - c00850 ITEM 1999-9999 - TRAINEES I9008C - c00900 ITEM 9000-0003 - SELECTED BORROW EXCAVATION ROCK, COARSE

AGGREGATE NO. 1, WITH MESH FORMS

I1090C - c01000 ITEMS 9000-0200/0201 - CLASS AA AND CLASS A CEMENT CONCRETE

REPAIRS

I1090C - c01200 ITEM 9000-0203 - REMOVAL OF DETERIORATED CONCRETE 00 - c01300 ITEM 9000-0205 - REMOVE AND RESET EXISTING BRIDGE RAILING POSTS 00 - c01400 ITEM 9000-0214 - REMOVE AND RESET PORTION OF BRIDGE RAILING 00 - c01500 ITEM 9000-0259 - UNFORESEEN CONCRETE PEDESTAL REPAIRS I9000B - c01600 ITEM 9000-0271 - BARRIER JOINT CLEANING AND SEALING I9705B - c01700 ITEM 9000-0274 - POLYMER MORTAR FOR BRIDGE JOINT 00 - c01800 ITEM 9000-0285 - TEMPORARY BEAM SUPPORT 00 - c01900 ITEM 9000-0294 - UNFORESEEN CONCRETE BRIDGE DECK REPAIRS 00 - c02000 ITEM 9000-0297 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

00 - c02100 ITEM 9000-0317 - REPLACE BOLTS IN BRIDGE RAILING 00 - c02200 ITEM 9000-0319 - REPAIR/REPLACE DAMAGED/MISSING BRIDGE RAILING I1090C - c02300 ITEM 9000-0330 - JACKING BRIDGE SUPERSTRUCTURE 00 - c02400 ITEM 9000-0331 - FIBER REINFORCED POLYMER (FRP) REPAIR OF CONCRETE 00 - c02500 ITEM 9000-0334 - REMOVE AND REPLACE NEOPRENE BEARING PADS 00 - c02600 ITEM 9000-0335 - REPLACE BOLTS IN BRIDGE RAILING 00 - c02700 ITEM 9000-0405 - CLIFF SWALLOW MANAGEMENT 00 - c02750 ITEMS 9000-0413/0418 - X" WATERBORNE HIGH BUILD PAVEMENT MARKINGS 00 - c02800 ITEM 9000-0530 - ADDITIONAL FLAGGING FOR DETOUR, AS DIRECTED 00 - c02900 ITEM 9000-0604 - AIDS TO NAVIGATION 00 - c03000 ITEM 9000-1003 - UTILITY TEST HOLE I68C - c03100 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c032000 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

August 6, 2026 10:30:11 AM Page 4 of 104

BID PACKAGE SUMMARY

Project: 110368 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/03/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 10/19/2026 Structure Work: 63.00%

Required Completion: 09/15/2028 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: For the improvement/repairs to bridges in CENTRE COUNTY, HOWARD TOWNSHIP, HOWARD BOROUGH, and HARRIS TOWNSHIP, Commonwealth of Pennsylvania, SR 0026-P35.For the preservation of two bridges, located on SR 0026 and SR 0322, involving various structure repairs. Work also includes Superpave Asphalt Mixture Designs for the base, binder and wearing courses, guide rail, pavement markings and miscellaneous construction for a total construction length of approximately 6416 feet (1.22 miles) as indicated on the approved drawings included in the bid package.

Additional Information:

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

August 6, 2026 10:30:11 AM Page 5 of 104

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 652.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 488.0000 N

SAW CUTTING

0204-0100 C1, S1, T1 Cubic Yard 30.0000 N

CLASS 3 EXCAVATION

0205-0294 C1, S4 Cubic Yard 21.0000 N

STRUCTURE BACKFILL, COARSE AGGREGATE NO. 1

0212-0001 C3, H, M2 Linear Foot 275.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 1,526.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 383.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0313-0337 E Ton 341.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX

0350-0121 C, E Ton 488.0000 N

SUBBASE (NO. 2A)

0413-0204 F Ton 128.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, SRL-M

0413-0348 F Square Yard 978.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-0358 F Ton 41.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, SRL- H

0413-2104 F Ton 56.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-6037 F Ton 214.0000 N

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

0460-0001 F4 Square Yard 5,480.0000 N

ASPHALT TACK COAT

0491-0012 F3 Square Yard 473.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

August 6, 2026 10:30:11 AM Page 6 of 104

0491-0014 F3 Square Yard 978.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 1,502.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

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

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 275.0000 N

6" PAVEMENT BASE DRAIN

0615-0066 C1, H2, R Each 1.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0620-0500 J Linear Foot 25.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 944.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 720.0000 N

TYPE 31-S GUIDE RAIL

0620-2010 J Each 4.0000 N

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

0627-3019 J1 Linear Foot 1,992.0000 N

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

0628-3019 J1 Linear Foot 1,872.0000 N

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

0659-0001 F4 Square Yard 5,245.0000 N

HIGH FRICTION SURFACE TREATMENT (HFST)

0660-0001 F3 Linear Foot 2,047.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 1

0660-0003 F3 Linear Foot 2,080.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

4677-0004 C1, E Ton 210.0000 N Std

SELECTED MATERIAL SURFACING USE SUBBASE

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0021 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

August 6, 2026 10:30:11 AM Page 7 of 104

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0686-0061 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 6.0000 N

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

0697-0610 J1 Each 6.0000 N

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

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

4901-0102 Q Each 1.0000 N Proj

SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR

0901-0240 Q, R Square Foot 300.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 10,417.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 12,669.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0341 O2, O3 Linear Foot 280.0000 N

6" STANDARD PAVEMENT MARKINGS, TAPE, YELLOW

0901-0350 O2, O3 Linear Foot 1,164.0000 N

4" STANDARD PAVEMENT MARKINGS, TAPE, WHITE

0901-0354 O2, O3 Linear Foot 52.0000 N

24" STANDARD PAVEMENT MARKINGS, TAPE, WHITE

0901-0451 Q Each 4.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0931-0001 R Square Foot 32.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 7.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0106 J, R Each 13.0000 N

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

0937-0500 R Each 275.0000 N

August 6, 2026 10:30:11 AM Page 8 of 104

DELINEATOR REMOVAL

E 0958-0081 P, Q Each 2.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (ONE-OVERHEAD SIGNAL, 1

VERTICAL POLE SIGNAL)

O 0958-0121 P, Q Each 2.0000 N TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (2-OVERHEAD SIGNALS)

E 0958-0082 P, Q Each 2.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (ONE-OVERHEAD SIGNAL, 1

VERTICAL POLE SIGNAL)

O 0958-0122 P, Q Each 2.0000 N TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (2-OVERHEAD SIGNALS)

0963-0001 O2, O3 Square Foot 3,657.0000 N

PAVEMENT MARKING REMOVAL

0971-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

1001-0980 G4, S9 Square Yard 1,502.0000 N

MECHANICAL TEXTURING WITH LONGITUDINAL SAWED GROOVES

1001-1000 S9 Cubic Yard 52.0000 N

CLASS AAAP CEMENT CONCRETE

1001-1080 S2 Cubic Yard 98.0000 N

CLASS AA CEMENT CONCRETE

5001-1080 S2 Cubic Yard 13.0000 N Proj

CLASS AA CEMENT CONCRETE WITH METAL CURB DRAINS

1001-1081 S2 Cubic Yard 2.0000 N

CLASS AA CEMENT CONCRETE

1001-1120 S2 Cubic Yard 69.0000 N

CLASS A CEMENT CONCRETE

1002-0052 S7 Pound 46,604.0000 N

REINFORCEMENT BARS, EPOXY COATED

1002-0140 S7 Each 124.0000 N

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

1002-0141 S7 Each 16.0000 N

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

1002-0142 S7 Each 44.0000 N

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

1002-0143 S7 Each 12.0000 N

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

1003-0008 S2 Each 164.0000 N

DOWEL HOLES, 18" DEPTH

August 6, 2026 10:30:11 AM Page 9 of 104

1018-0048 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE

1018-0049 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE

5026-0015 T6 Linear Foot 48.0000 N Proj

NEOPRENE STRIP SEAL DAM, (3" MOVEMENT) INCLUDES SURVEY OF EXISTING JOINT

5026-0017 T6 Linear Foot 276.0000 N Proj

NEOPRENE STRIP SEAL DAM, (4" MOVEMENT) INCLUDES SURVEY OF EXISTING JOINT

1039-0010 S9 Square Yard 1,502.0000 N

CONCRETE BRIDGE DECK SURFACE PREPARATION, HYDRODEMOLITION

1040-0120 S9 Square Foot 10.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 2 USING ASC

1040-0121 S9 Square Foot 457.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 2 USING ASC

1040-0131 S9 Square Foot 51.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 3 USING ASC

1041-0010 F3, S2 Square Yard 6,008.0000 N

SCARIFICATION, 1/4" DEPTH

1042-0001 S3 Square Yard 1,502.0000 N

LATEX MODIFIED CONCRETE WEARING SURFACE, 1 1/4" DEPTH

1042-0060 S3 Cubic Yard 84.0000 N

LATEX MODIFIED CONCRETE, VARIABLE DEPTH

1090-1017 T5 Linear Foot 48.0000 N

NEOPRENE STRIP SEAL GLAND REPLACEMENT

1090-1018 S2 Square Foot 2.0000 N

PRESTRESSED CONCRETE BEAM REPAIRS

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

9000-0003 C1 Ton 96.0000 N Std SELECTED BORROW EXCAVATION ROCK, COARSE AGGREGATE NO 1, WITH MESH FORMS AND SUPPORT STRUTS

9000-0200 S2 Cubic Foot 230.0000 N Std

CLASS AA CEMENT CONCRETE REPAIRS

9000-0201 S2 Cubic Foot 46.0000 N Std

CLASS A CEMENT CONCRETE REPAIRS

9000-0203 S2 Square Foot 3,092.0000 N Std

REMOVAL OF DETERIORATED CONCRETE

9000-0205 S2 Each 24.0000 N Proj

August 6, 2026 10:30:11 AM Page 10 of 104

REMOVE AND RESET EXISTING BRIDGE RAILING POSTS

9000-0214 S2 Linear Foot 15.0000 N Proj

REMOVE AND RESET PORTION OF BRIDGE RAILING

9000-0259 S2 Dollar 10,000.0000 $1.00 Y Proj

UNFORESEEN CONCRETE PEDESTAL REPAIRS

9000-0271 S2 Linear Foot 51.0000 N Std

BARRIER JOINT CLEANING AND SEALING

9000-0274 S2 Cubic Foot 32.0000 N Std

POLYMER MORTAR FOR BRIDGE JOINT

9000-0285 S2 Lump Sum 1.0000 N Proj

TEMPORARY BEAM SUPPORT

9000-0294 S2 Dollar 10,000.0000 $1.00 Y Proj

UNFORESEEN CONCRETE BRIDGE DECK REPAIRS

9000-0297 C1, S5 Lump Sum 1.0000 N Proj

TEMPORARY EXCAVATION AND SUPPORT SYSTEM

9000-0317 S2 Each 38.0000 N Proj

REPLACE BOLTS IN BRIDGE RAILING

9000-0319 S2 Linear Foot 35.0000 N Proj

REPAIR/REPLACE DAMAGED/MISSING BRIDGE RAILING

9000-0330 S2 Lump Sum 1.0000 N Std

JACKING BRIDGE SUPERSTRUCTURE

9000-0331 S2 Square Foot 2,464.0000 N Proj

FIBER REINFORCED POLYMER (FRP) REPAIR OF CONCRETE

9000-0334 S2 Each 30.0000 N Proj

REMOVE AND REPLACE NEOPRENE BEARING PAD

9000-0335 S2 Each 220.0000 N Proj

REPLACE BOLTS IN BRIDGE RAILING

9000-0405 M Lump Sum 1.0000 N Proj

CLIFF SWALLOW MANAGEMENT

9000-0413 O Linear Foot 6,709.0000 N Proj

4" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0418 O Linear Foot 6,709.0000 N Proj

4" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0530 Q Hour 100.0000 N Proj

ADDITIONAL FLAGGING FOR DETOUR, AS DIRECTED

9000-0604 R Lump Sum 1.0000 N Proj

AIDS TO NAVIGATION

August 6, 2026 10:30:11 AM Page 11 of 104

9000-1003 C1 Each 4.0000 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

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

August 6, 2026 10:30:11 AM Page 12 of 104

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:

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

August 6, 2026 10:30:11 AM Page 13 of 104

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

August 6, 2026 10:30:11 AM Page 14 of 104

Header:

ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

Provision Body:

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

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

PLAN

Addendum:

ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN

Provision Body:

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

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

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

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

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

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

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

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

POLLUTION CONTROL

August 6, 2026 10:30:11 AM Page 15 of 104

Addendum:

CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION CONTROL

Provision Body:

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

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

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

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

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

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

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

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

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

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

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

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

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

Special Provision: 00 - a01200 ACCESS RESTRICTION

August 6, 2026 10:30:11 AM Page 16 of 104

Header:

ACCESS RESTRICTION

Provision Body:

Access to the stream is restricted by the provisions of the approved E17-9999 Generic Maintenance Authorization Permit and the Environmental Mitigation Requirements of the Project. If the contractor chooses to access or perform any of the work from the stream, then it will be the contractor's responsibility to provide documentation to the Department, in order to amend the current contract permits and obtain any additional permits and/or clearances required at no additional cost to the Department.

Special Provision: G1211B - a01211 Exx-9999 PERMIT

Exx-9999 Permit

Provision Body:

The regional contact information for Pennsylvania Fish and Boat Commission, DEP and County Conservation Districts are:

Pennsylvania Fish and Boat Commission

Waterway Conservation Officer

David Decker

595 East Rolling Ridge Drive

Bellefonte, PA 16823

Telephone: (814) 359-5250

PA Department of Environmental Protection

North Central Regional Office

Attn: Jake Carson

208 West Third Street Suite 101

Williamsport, PA 17701

Telephone: (570) 327-3636

Centre County Conservation District

August 6, 2026 10:30:11 AM Page 17 of 104

Mike Philippe

Resource Conservation coordinator

414 Holmes Ave., Suite 4

Bellefonte, PA 16823

Telephone: 814-355-6817

Develop and submit a written Erosion and Sedimentation (E&S) Control Plan to the Department for review and approval 2 weeks before starting any construction activities. Base the E&S Control Plan on the sketch plan(s) of instream E&S Best Management Practices (BMPs) prepared by the Department and approved by DEP. Include the sketch plan(s) in the E&S Control Plan. The written E&S Control Plan must further include sketch plan(s) for each site to include but not limited to: all staging areas, waste areas, access points/roadways to the work area, all of the areas where work is to be performed (including tree and brush removal), the upstream and downstream limits of the proposed activities, and a complete listing of the E&S BMPs, as identified in Publication 464, to be used and their locations. Maintain a copy of the approved E&S Control Plan on site at all times and notify the Department if the E&S Plan is revised.

Comply with the approved Exx-9999 Permit, the DEP Standards for Bridge Clearance, Channel Improvement and Bridge Rehabilitation Projects, and the written E&S Control Plan.

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

E.E.O. COVERED AREA

Provision Body:

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

Special Provision: G2302A - a02302 Worker Protection and Investment

Worker Protection and Investment

August 6, 2026 10:30:11 AM Page 18 of 104

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

Provision Body:

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

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

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

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

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

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

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

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

Special Provision: C164A - a07000 CHANGES TO SPECIFICATIONS: SECTION 106

Action:

Item(s) Associated:

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

August 6, 2026 10:30:11 AM Page 19 of 104

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

August 6, 2026 10:30:11 AM Page 20 of 104

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

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

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

Special Provision: C166A - a07010 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 approved Post Construction Stormwater Management (PCSM) Plan.

August 6, 2026 10:30:11 AM Page 21 of 104 be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

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

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

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

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

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

August 6, 2026 10:30:11 AM Page 22 of 104

As built drawings for Design/Build projects

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

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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

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

Special Provision: C172A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Addendum:

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

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.

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 approved Post Construction Stormwater Management (PCSM) Plan.

August 6, 2026 10:30:11 AM Page 23 of 104

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:

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,…