838431padot117237.pdf

PROPOSAL Report - Project 117237

August 6, 2026 08:45:12 AM Page 1 of 96

PROPOSAL REPORT

Project: 117237 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 02 County: Clearfield

SR/SEC/

Group ID: 219/275/---

Description

DuBois St toward Liberty Blvd

August 6, 2026 08:45:12 AM Page 2 of 96

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 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G1901B - a01901 INSURANCE--GENERAL APPLICATION G2201A - a02201 RAILROAD COMPANY CONTACT PERSON 00 - a02301 Maintenance and Protection of Railroad Traffic for Direct Hire (Genesee & Wyoming Railroads)

G2302A - a02302 Worker Protection and Investment 00 - a02500 ADDITIONAL RAILROAD INFORMATION AND REQUIREMENTS 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 C169A - a07060 CHANGES TO SPECIFICATIONS: SECTION 419 C167A - a07070 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

N606A - a10000 GRADE TOLERANCES FOR MISCELLANEOUS STRUCTURES 00 - a10100 UTILITIES - CONDITIONAL RESTRICTIONS FOR VIBRATORY ROLLING 00 - a10105 CONSTRUCTION RESTRICTION – COORDINATION OF WORK 00 - a10610 CONSTRUCTION RESTRICTION - DETOUR IMPLEMENTATION DATE G100B - a14200 CONSTRUCTION RESTRICTIONS DUE TO AREA SPECIAL EVENTS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S203A - b02033 SECTION 203.3(c) REMOVAL OF EXISTING PAVEMENTS S3099C - b03130 - SECTION 313/413 - SUPERPAVE MIXTURE DESIGN S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092 - SECTION 609.2(f) MISCELLANEOUS MATERIALS

August 6, 2026 08:45:12 AM Page 3 of 96

00 - c00100 ITEM 4515-0001 - SAWING AND SEALING OF BITUMINOUS OVERLAYS AT JOINT

ABOVE ABUTMENT

00 - c00200 ITEM 4605-2850 & 4605-2866 – STANDARD & TYPE 7 INLET BOX, HEIGHT I6091L - c00300 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c00400 ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK, REMOVE, DISPOSE, SITE PREP

& CONSTRUCT SIDEWALK

I802B - c00500 ITEM 4802-0001 - TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE 00 - c00600 ITEM 4936-0410 - SCHOOL ZONE SPEED LIMIT FLASHING WARNING SIGN (TYPE I)

SOLAR

00 - c00700 ITEM 4952-1040 - NEMA TS-2, TYPE 2 CONTROLLER ASSEMBLY, TYPE 1

MOUNTING, SIEMENS M60, W/ SPEC

00 - c00800 ITEM 4956-0101 - LOOP SENSOR PLACE BEFORE WEARING COURSE 00 - c00900 ITEM 4956-0601 – RADAR DETECTOR WAVETRONIX 00 - c01000 ITEM 5091-0331 - EPOXY INJECTION CRACK SEAL FOR PRESTRESSED

CONCRETE BEAMS

00 - c01100 ITEM 9000-0011 - REPAIR OF EXISTING ROADWAYS 00 - c01200 ITEM 9000-0055 - PIPE CONNECTION TO EXISTING INLET I1090C - c01300 ITEM 9000-0200 & 9000-0201 - CLASS AA AND CLASS A CEMENT CONCRETE

REPAIRS

00 - c01400 ITEM 9000-0323 - TYPE 2 CONCRETE REPAIRS TO BOX CULVERT 00 - c01500 ITEM 9000-0351 DIRECT HIRE FOR RAILROAD PROTECTIVE SERVICES

(FLAGGING) FOR GENESEE & WYOMING

00 - c01600 ITEM 9000-0412 – PLAIN CEMENT CONCRETE CURB, VARIABLE HEIGHT, INCLUDING REMOVAL OF EXIST CURB

00 - c01650 ITEM 9000-0414 & 9000-0418 - 6" WHITE / 4" YELLOW WATERBORNE HIGH BUILD

PAVEMENT MARKINGS

00 - c01700 ITEM 9000-0423 – RESET BRICK PAVERS 00 - c01800 ITEM 9000-0620 - PREFORMED THERMOPLASTIC LEGEND US 219 SHIELD, 6'-0" X 15'-0"

I9606B - c01900 ITEM 9000-1001 & 9000-1002 - GRADE ADJUSTMENT OF EXIST MANHOLES

AND WATER VALVES

I552E - c02000 ITEM 9000-4999 - PREPARATION OF WORKING DRAWINGS FOR CONCRETE

CURB RAMPS

I68C - c02100 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c02200 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

August 6, 2026 08:45:12 AM Page 4 of 96

BID PACKAGE SUMMARY

Project: 117237 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: HIGHWAY 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: 3.00%

Required Completion: 11/03/2027 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: For the improvement of a certain section of state highway in CLEARFIELD COUNTY, CITY OF DUBOIS, Commonwealth of Pennsylvania, SR 0219-275.Construction is on SR 0219 from Segment 0860 Offset 0050 to Segment 0892 Offset 0030 for a total construction length of approximately 6194 feet (1.173 miles).Construction includes highway restoration work consisting of milling & overlay, with two short sections of reconstruction. Additional work includes drainage improvements, traffic signal upgrades, ADA curb ramp upgrades, and miscellaneous construction 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 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.

August 6, 2026 08:45:12 AM Page 5 of 96

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 1,113.0000 N

CLASS 1 EXCAVATION

0203-0003 C1 Cubic Yard 85.0000 N

CLASS 1A EXCAVATION

0203-0006 G4 Linear Foot 13,716.0000 N

SAW CUTTING

0212-0001 C3, H, M2 Linear Foot 942.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 1,867.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0430 E Square Yard 1,867.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 8" DEPTH

0313-0437 E Ton 56.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0350-0106 C, E Square Yard 1,867.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0121 C, E Ton 23.0000 N

SUBBASE (NO. 2A)

0413-0383 F Square Yard 33,987.0000 N

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

DEPTH, SRL-H

0413-1024 F Ton 885.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-6042 F Square Yard 1,459.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 4"

DEPTH

0413-6047 F Ton 166.0000 N

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

0413-6070 F Square Yard 1,867.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0413-9999 X Dollar 19,135.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0003 F4 Square Yard 70,222.0000 N

ASPHALT TACK COAT (NTT/CNTT)

August 6, 2026 08:45:12 AM Page 6 of 96

0467-0003 F2 Linear Foot 5,656.0000 N

HEAVY DUTY MEMBRANES 18" WIDTH

0491-0013 F3 Square Yard 32,909.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0017 F3 Square Yard 1,459.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4515-0001 G1, G4 Linear Foot 228.0000 N Proj

SAWING AND SEALING OF ASPHALT OVERLAYS AT JOINT ABOVE ABUTMENT

0601-5401 H Linear Foot 8.0000 N

RELAID PIPE CULVERT

0601-5901 H1 Linear Foot 6,298.0000 N

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

0601-7005 H Linear Foot 35.0000 N

12" REINFORCED CONCRETE PIPE, TYPE A, 30' - 1.5' FILL

0601-7008 H Linear Foot 17.0000 N

15" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL

0601-7016 H Linear Foot 75.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 25' - 1.5' FILL, 100 YEAR DESIGN LIFE

0605-1300 C1, H1 Each 71.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2731 K Set 5.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

4605-2850 K Each 14.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' FLOWABLE BACKFILL

4605-2866 K Each 1.0000 N Proj

TYPE 7 INLET BOX, HEIGHT < /= 10' FLOWABLE BACKFILL

0605-5701 K Set 3.0000 N

TYPE C CONCRETE TOP UNIT, 4" CURB HEIGHT AND BICYCLE SAFE GRATE

0605-5711 K Set 7.0000 N

TYPE C CONCRETE TOP UNIT, 6" CURB HEIGHT AND BICYCLE SAFE GRATE

0605-5721 K Set 50.0000 N

TYPE C CONCRETE TOP UNIT, 8" CURB HEIGHT AND BICYCLE SAFE GRATE

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

August 6, 2026 08:45:12 AM Page 7 of 96

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 942.0000 N

6" PAVEMENT BASE DRAIN

0618-0020 H Each 7.0000 N

CONCRETE COLLAR FOR 12" PIPE EXTENSION

0618-0021 H Each 4.0000 N

CONCRETE COLLAR FOR 15" PIPE EXTENSION

0618-0022 H Each 12.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

4676-0001 K Square Yard 520.0000 N Proj

CEMENT CONCRETE SIDEWALK , REMOVE, DISPOSE, SITE PREP & CONSTRUCT SIDEWALK

0676-0004 K Square Yard 64.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0680-0120 K2, S1 Square Yard 1,068.0000 N

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE DECK

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0063 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, 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

0695-0004 K Square Foot 253.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

4802-0001 C1, M Cubic Yard 18.0000 N Std

TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE

0804-0025 M3 Pound 22.0000 N

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

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0201 Q Day 7.0000 N

FLOODLIGHTS

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 12,881.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

August 6, 2026 08:45:12 AM Page 8 of 96

0901-0330 O Linear Foot 45.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 3,810.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 42.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0450 Q Each 3.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0931-0001 R Square Foot 36.0000 N

POST MOUNTED SIGNS, TYPE B

0931-0003 R Square Foot 50.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0936-0010 R Square Foot 87.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS

4936-0410 P8 Each 2.0000 N Proj

SCHOOL ZONE SPEED LIMIT FLASHING WARNING SIGN (TYPE I) , SOLAR

0950-0002 P Dollar 10,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-0130 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM

0951-4023 P Each 8.0000 N

PEDESTRIAN STUB POLE, TYPE C

0952-1001 P Each 2.0000 N

TIME CLOCK, GPS

4952-1040 P Each 1.0000 N Proj NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING , SIEMENS M60, W/ SPECIAL EVENT PREEMPTION

0952-3000 P Each 1.0000 N

CONTROLLER MODIFICATION, RETIMING

0954-0012 P8 Linear Foot 85.0000 N

2 INCH CONDUIT

0954-0201 P8 Linear Foot 750.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 1,155.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 280.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0402 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE B

August 6, 2026 08:45:12 AM Page 9 of 96

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0954-0800 P8 Each 8.0000 N

INSTALLATION OF CONDUIT TO EXISTING TRAFFIC SIGNAL SUPPORT

0955-3208 P Each 6.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3210 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS

0955-3722 P Each 8.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

4956-0101 P8 Linear Foot 296.0000 N Proj

LOOP SENSOR PLACE BEFORE WEARING COURSE

0956-0500 P Each 8.0000 N

PEDESTRIAN PUSH BUTTON

4956-0601 P Each 6.0000 N Proj

RADAR DETECTOR WAVETRONIX

0958-0121 P, Q Each 1.0000 N TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (2-OVERHEAD SIGNALS)

0958-0281 P, Q Each 2.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0958-0321 P, Q Each 1.0000 N

TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (2 APPROACHES)

0958-0361 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (4 OR MORE APPROACHES)

0960-0021 O2 Linear Foot 2,506.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0220 O2 Each 2.0000 N

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

0960-0222 O2 Each 8.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "RIGHT ARROW", 12' - 0" X 3' - 0"

0960-0224 O2 Each 37.0000 N

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

0960-0226 O2 Each 4.0000 N

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

0960-0228 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "THRU AND LEFT ARROW", 20' - 0" X 3' - 7"

0960-0408 O2 Each 2.0000 N

August 6, 2026 08:45:12 AM Page 10 of 96

WHITE HOT THERMOPLASTIC LEGEND, "H", 8' - 0"

0960-0415 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "O", 8' - 0"

0960-0419 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "S", 8' - 0"

0960-0420 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "T", 8' - 0"

0960-0421 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "U", 8' - 0"

0962-1062 O3 Each 2.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0"

0963-0001 O2, O3 Square Foot 405.0000 N

PAVEMENT MARKING REMOVAL

0966-0011 O1 Each 158.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/Y)

0966-0017 O1 Each 18.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/B)

0966-0018 O1 Each 156.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/B)

0966-0300 O1 Each 382.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL WITHOUT REPLACEMENT

1040-0002 S9 Square Foot 60.0000 N

CONCRETE BRIDGE DECK REPAIR, TYPE 2

1090-1018 S2 Square Foot 5.0000 N

PRESTRESSED CONCRETE BEAM REPAIRS

5091-0331 K1 Linear Foot 25.0000 N Proj

EPOXY INJECTION CRACK SEAL FOR PRESTRESSED CONCRETE BEAMS

9000-0011 F1 Dollar 150,000.0000 $1.00 Y Proj

REPAIR OF EXISTING ROADWAYS

9000-0055 H Each 1.0000 N Proj

PIPE CONNECTION TO EXISTING INLET

9000-0200 S2 Cubic Foot 5.0000 N Std

CLASS AA CEMENT CONCRETE REPAIRS

9000-0201 S2 Cubic Foot 10.0000 N Std

CLASS A CEMENT CONCRETE REPAIRS

9000-0323 S2 Cubic Yard 15.0000 N Proj

TYPE 2 CONCRETE REPAIR TO BOX CULVERT

August 6, 2026 08:45:12 AM Page 11 of 96

9000-0351 W Dollar 5,000.0000 $1.00 Y Proj DIRECT HIRE FOR RAILROAD PROTECTIVE SERVICES (FLAGGING) FOR GENESEE & WYOMING RAILROAD

9000-0412 K Linear Foot 2,276.0000 N Proj

PLAIN CEMENT CONCRETE CURB, VARIABLE HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

9000-0414 O Linear Foot 3,437.0000 N Proj

6" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0418 O Linear Foot 12,462.0000 N Proj

4" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0423 K1 Square Foot 138.0000 N Proj

RESET BRICK PAVERS

9000-0620 O Each 2.0000 N Proj

PREFORMED THERMOPLASTIC LEGEND US 219 SHIELD, 6'-0" X 15'-0"

9000-1001 H Set 13.0000 N Std

GRADE ADJUSTMENT OF EXISTING MANHOLES

9000-1002 H Set 18.0000 N Std

GRADE ADJUSTMENT OF EXISTING WATER VALVES

9000-4999 K Each 14.0000 N Std

PREPARATION OF WORKING DRAWINGS FOR CONCRETE CURB RAMPS

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 08:45:12 AM Page 12 of 96

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 08:45:12 AM Page 13 of 96

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: G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD)

August 6, 2026 08:45:12 AM Page 14 of 96

Header:

ROAD USER LIQUIDATED DAMAGES (RULD)

Provision Body:

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

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

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

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

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

Detour

RULDs in the amount of $10,000.00 will be assessed for each day/or portion of day that the detour for SR 0219 is not removed and traffic is open to unrestricted traffic in all lanes on or after May 12, 2027.

Special Provision: G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

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

August 6, 2026 08:45:12 AM Page 15 of 96

ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN

Provision Body:

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

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

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

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

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

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

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

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

POLLUTION CONTROL

Addendum:

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.

August 6, 2026 08:45:12 AM Page 16 of 96

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

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

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

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

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

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

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

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

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

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

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

E.E.O. COVERED AREA

Provision Body:

For the purpose set forth in the Executive Order 11246 the covered area for this contract is Clearfield 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: G1901B - a01901 INSURANCE--GENERAL APPLICATION

August 6, 2026 08:45:12 AM Page 17 of 96

INSURANCE--GENERAL APPLICATION

Provision Body:

I. Name, Address, Contact Person and Phone Number of the Railroad as found in the Project Specific Details, Detail 1(see below ).

II. GENERAL.

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

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

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

III. RAILROAD'S PROTECTIVE PUBLIC LIABILITY INSURANCE.

Furnish the Department evidence that, with respect to the operations the Contractor or any subcontractors perform, provide Railroad Protective Public Liability Insurance in the name of the Railroad found in the Project Specific Details, Detail 1 providing coverage for bodily injury, death, and property damage limited to a combined single limit of not less than two million dollars ($2,000,000) per occurrence with an aggregate limit of not less than six million dollars ($6,000,000) for the term of the policy.

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

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

V. CONTRACTOR'S PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE

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

1. The Proper Name, Address, Contact Person and Phone Number of the Railroad as referred to in Para I is:

Donna Killingsworth - Real Estate Manager 13901 Sutton Park Drive South, Suite 270 Jacksonville, FL 32224 904-900-6286

Special Provision: G2201A - a02201 RAILROAD COMPANY CONTACT PERSON

August 6, 2026 08:45:12 AM Page 18 of 96

Addendum:

RAILROAD COMPANY CONTACT PERSON

Provision Body:

Contact the following railroad company representative to request protective services required by the special provision entitled "Maintenance and Protection of Railroad Traffic":

Rich Pavetto - Director, Engineering

100 B&P Lane

Butler, PA 16001

716-277-6556

Donna Killingsworth - Real Estate Manager

13901 Sutton Park Drive South, Suite 270

Jacksonville, FL 32224

904-900-6286

Special Provision: 00 - a02301 Maintenance and Protection of Railroad Traffic for Direct Hire (Genesee & Wyoming Railroads)

Addendum:

Maintenance and Protection of Railroad Traffic for Direct Hire (Genesee & Wyoming Railroads)

Provision Body:

Maintenance and Protection of Railroad Traffic for Direct Hire (Genesee & Wyoming Railroads) *Genesee & Wyoming Railroad Services Inc. (G&W) affiliates are the Aliquippa & Ohio River Railroad (AOR), Buffalo & Pittsburgh Railroad (BPRR), Pittsburgh & Ohio Central Railroad (POHC), York Railway Company (YRC), & Wellsboro & Corning Railroad (WCOR).

I. Make the safety and operation continuity of the railroad company traffic of the first importance. At all times protect and safeguard such traffic and arrange project work accordingly. Whenever the work may affect the safety and movement of trains, submit the method of doing such work to the chief engineer of the railroad company or duly authorized representative for approval. Do not begin or prosecute work without such approval. However, the approval of the railroad company's chief

August 6, 2026 08:45:12 AM Page 19 of 96 engineer or duly authorized representative will not be considered as a release from responsibility for any damage to the railroad company by the acts of the Contractor or those of his/her employees. Prepare and submit plans for approval to the railroad company's chief engineer for all work, including, but not limited to, tunneling under tracks, sheeting, shoring, and erection in the vicinity of and over tracks.

II. During the construction period, the railroad company and the Department will co-operate with each other in the protection of their respective traffic and in the construction as indicated.

III. The Contractor will provide all watchmen, operators, flagmen, clearance men, and similar protective services, considered by the railroad company's chief engineer or his duly authorized representative as necessary to ensure the safety of trains contingent upon the project's operations, at the sole expense of the Department. It is agreed, however, that providing of such watchmen, and other precautions, will not relieve liability of payment for damage caused by project operations. The Department will not be responsible for such damage. See ITEM # 9000-0351 DIRECT HIRE FOR RAILROAD PROTECTIVE SERVICES (FLAGGING) FOR GENESEE & WYOMING RAILROAD for additional information.

IV. It is expressly understood that this contract includes no work for which the railroad company is to be billed. Therefore, do not bill the railroad company for any work which may be performed unless the railroad company gives a written request that such work be performed at its expense.

V. The raising or surfacing of tracks due to any settlement, caused by the project operations will be performed by the railroad, but the cost will be borne entirely by Contractor.

VI. During construction a minimum overhead clearance of 6.7m(7m for electrical tracks) (22 feet (23 feet for electrical tracks)) above the top of rail and a minimum horizontal clearance of 13 feet from centerline of tangent track will be permitted. If the clearances indicated are less than those stated above, then the lesser clearance will be permitted. In any case, this minimum side clearance applies to tangent track only. For curved track, provide additional minimum side clearance to compensate for curvature. Contact the railroad company's chief engineer to ascertain the amount of additional minimum side clearance required. If at any time during construction it is decided that project operations require overhead and/or side clearances less than the minimum stated or indicated submit a request to the railroad company's chief engineer as outlined above for safety and continuity of railroad operations. Deviate from those minimums stated above or indicated, only upon receipt of approval of such a request.

VII. Do not work over any high tension wires or within 10 feet on each side and below such wires. When it is necessary to work or place equipment within these limits, make arrangements with the railroad to furnish electrical clearance men and de-energize the wires contingent upon railroad operation. Where voltage exceeds 50,000 volts, increase this working clearance.

Special Provision: G2302A - a02302 Worker Protection and Investment

Worker Protection and Investment

Provision Body:

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

August 6, 2026 08:45:12 AM Page 20 of 96

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

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: 00 - a02500 ADDITIONAL RAILROAD INFORMATION AND REQUIREMENTS

ADDITIONAL RAILROAD INFORMATION AND REQUIREMENTS

Provision Body:

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

August 6, 2026 08:45:12 AM Page 21 of 96

See the following Project Specific attachments on the Project Development Checklist for additional railroad information and requirements:

G&W Contractor Safety Rules B&P Public Project Manual B&P Right of Entry Application

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

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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).

August 6, 2026 08:45:12 AM Page 22 of 96

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

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

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

3. Construction Materials.

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

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

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

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

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

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

Special Provision: C166A - 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

August 6, 2026 08:45:12 AM Page 23 of 96 approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

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

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

CCD.

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

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

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

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

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

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

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.

approved Post Construction Stormwater Management (PCSM) Plan.

August 6, 2026 08:45:12 AM Page 24 of 96

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…