839961padot124152.pdf

PROPOSAL Report - Project 124152

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PROPOSAL REPORT

Project: 124152 Bid

Package: 1

Current Let: 09/17/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Centre

SR/SEC/

Group ID: 322/MLF/RDP

Description

Group 2-26-Centre Resurfacing

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION G1901B - a01901 INSURANCE--GENERAL APPLICATION 00 - a02108 Additional Insurance Requirements G2201A - a02201 RAILROAD COMPANY CONTACT PERSON 00 - a02300 ADDITIONAL RAILROAD INFORMATION AND REQUIREMENTS G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC G2302A - a02302 Worker Protection and Investment G3401A - a03401 PREVAILING WAGE ACT G3501B - a03501 RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR CONSTRUCTION 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

N10420A - a10420 VERIFICATION OF VERTICAL CLEARANCES N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10609 CONSTRUCTION RESTRICTIONS N606A - a14000 GRADE TOLERANCES FOR MISCELLANEOUS STRUCTURES 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

S3099C - b03130 SECTION 313/413 - SUPERPAVE MIXTURE DESIGN S409D - b04130 SECTION 413- SUPERPAVE MIXT DESIGN, STANDARD & RPS CONSTRUC OF

PLANT-MIXED ASPHALT COURSES

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S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS S900A - b09000 SECTION 901 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

I6091L - c00100 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c00200 ITEM 4676-0002 - CEMENT CONCRETE SIDEWALK TINTED REMOVE DISPOSE SITE

PREP &

I677D - c00300 ITEM 4677-0004 - SELECTED MATERIAL SURFACING USE SUBBASE 00 - c00400 4686-0040 - CONSTRUCTION SURVEYING, TYPE C, INCLUDES PC & PT LAYOUT 00 - c00500 ITEM 4695-0004 - DETECTABLE WARNING SURFACE, POLYMER COMPOSITE RED . 79 00 - c00600 ITEM 4956-0101 – LOOP SENSOR PLACE BEFORE WEARING COURSE I491B - c00700 ITEM 9000-0060 - MILLING OF ASPHALT PAVING NOTCH OR JOINT I491A - c00750 ITEM 9000-0070 - MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE

DEPTH 2"-5"

I9009B - c00800 ITEM 9000-0100 - SELECTED BORROW EXCAVATION ROCK, CLASS R-3 WITH

EXCAVATION AND GEOTEXTILE

00 - c00850 ITEM 9000-0413 / 0414 / 0418 - X" WHITE/YELLOW WATERBORNE HIGH BUILD

PAVEMENT MARKINGS

00 - c00900 ITEM 9000-0427 DETECTABLE WARNING SURFACE REMOVAL WITHOUT

REPLACEMENT

00 - c01000 ITEM 9000-0435 - ELLIPTICAL DOT HOT THERMOPLASTIC PAVEMENT MARKINGS .. 85 00 - c01050 9000-1059 - UTILITY POLE FLEXIBLE WRAP, 6" YELLOW HIGH-INTENSITY GRADE... 86 I552E - c01100 ITEM 9000-4999 - PREPARATION OF WORKING DRAWINGS FOR CONCRETE

CURB RAMPS

I68C - c01200 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c01300 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I9018A - c01400 ITEM 9901-0350 RAILROAD PROTECTIVE SERVICES

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BID PACKAGE SUMMARY

Project: 124152 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/17/2026 11:00:00 AM Project Cost Range: $10,000,000.00 - $12,499,999.99 Anticipated NTP: 11/02/2026 Structure Work: 0.00%

Required Completion: 11/22/2027 Wage Rates: Yes

Description:

The description and location of the project is as follows: For the improvement of certain sections of STATE HIGHWAYS in CENTRE, MIFFLIN, & JUNIATA COUNTIES, VARIOUS TOWNSHIPS and BOROUGHS, Commonwealth of Pennsylvania, Group 2-26 CENTRE / MIFFLIN / JUNIATA.For the improvement to various site locations involving combinations of milling, mill & fill, and leveling & resurfacing, using various Superpave Asphalt Mixture designs for binder and wearing courses, various pavement markings and legends, and miscellaneous construction for a combined construction length of approximately 127,603 linear feet (24.2 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 contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

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

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0405-0001 X Dollar 52,456.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0204 F Ton 5,844.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, SRL-M

0413-0205 F Ton 300.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, SRL-L

0413-0255 F Ton 5,108.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL- H

0413-0256 F Ton 530.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL- G

0413-0257 F Ton 1,945.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL- M

0413-0308 F Ton 10,580.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-H

0413-0358 F Ton 8,411.0000 N

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

0413-0500 F Ton 6,936.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL- G

0413-1019 F Ton 2,277.0000 N

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

0413-2059 F Ton 31,248.0000 N

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

MIX, SRL-L

0413-6037 F Ton 257.0000 N

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

0413-9999 X Dollar 152,614.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0001 F4 Square Yard 923,407.0000 N

ASPHALT TACK COAT

0461-0001 F4 Square Yard 49,177.0000 N

ASPHALT PRIME COAT

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0472-0204 F4 Square Yard 20,877.0000 N

FAST BREAK ASPHALT FOG SEAL ON NEW ASPHALT SEAL COAT

0491-0013 F3 Square Yard 68,648.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 8,131.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0606-0050 C1, K Set 29.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0606-0150 C1, K Set 24.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

0606-0160 C1, K Set 29.0000 N

GRADE ADJUSTMENT OF EXISTING WATER VALVES

0607-0013 K Vertical Foot 7.0000 N

REBUILT INLET BOX

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0619-0459 J1, J3 Each 47.0000 N

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

0620-0400 J Each 44.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 28,108.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0551 J Each 170.0000 N

W6 X 9 STEEL I-BEAM GUIDE RAIL POSTS

0620-0872 J Each 15.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-0900 C1, J Each 19.0000 N

REMOVE CONCRETE ANCHORAGE

0620-1600 J Linear Foot 23,858.0000 N

TYPE 31-S GUIDE RAIL

0620-1601 J Linear Foot 338.0000 N

TYPE 31-S GUIDE RAIL WITH 7' EXTRA LENGTH POSTS

0620-1625 J Linear Foot 50.0000 N

TYPE 31-SC GUIDE RAIL

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0620-1670 J Each 45.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0630-0025 K Linear Foot 60.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

0660-0002 F3 Linear Foot 87,056.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2

0660-0004 F3 Linear Foot 41,340.0000 N

MILLED ASPHALT PAVEMENT EDGELINE RUMBLE STRIPS

4676-0002 K Square Yard 52.0000 N Proj

CEMENT CONCRETE SIDEWALK TINTED REMOVE DISPOSE SITE PREP & CONSTRUCT SIDEWALK INCL PLACEMENT

OF TOP SOIL SEEDING & MULCH

0676-0004 K Square Yard 322.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0677-0004 C1, E Ton 730.0000 N

SELECTED MATERIAL SURFACING

4677-0004 C1, E Ton 7,012.0000 N Std

SELECTED MATERIAL SURFACING USE SUBBASE

0680-0120 K2, S1 Square Yard 551.0000 N

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE DECK

4686-0040 X Lump Sum 1.0000 N Proj

CONSTRUCTION SURVEYING, TYPE C INCLUDES PC & PT LAYOUT

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

4695-0004 K Square Foot 40.0000 N Proj

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE RED

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0202 Q Each 6.0000 N

FLOODLIGHTS

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 638,784.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 397,668.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

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0901-0331 O Linear Foot 16,791.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0451 Q Each 4.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0937-0104 J, R Each 89.0000 N

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

0937-0106 J, R Each 404.0000 N

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

0937-0339 R Each 92.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0937-0500 R Each 92.0000 N

DELINEATOR REMOVAL

4956-0101 P8 Linear Foot 2,690.0000 N Proj

LOOP SENSOR PLACE BEFORE WEARING COURSE

0960-0005 O2 Linear Foot 1,426.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 1,074.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 358.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0113 O2 Each 4.0000 N

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

0960-0125 O2 Each 4.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "RR CROSSING", 6' - 6", 10' LANE WIDTH (INCLUDES "X", "RR", AND 2

TRANSVERSE BANDS)

0960-0141 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC PAVEMENT LEGEND, SLOW CURVE ARROW , RIGHT (INCLUDES ARROW, THE WORD

SLOW AND 2 TRANSVERSE BANDS)

0960-0143 O2 Each 4.0000 N

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

0960-0220 O2 Each 12.0000 N

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

0960-0222 O2 Each 25.0000 N

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

0960-0224 O2 Each 149.0000 N

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

0960-0304 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "4", 8' - 0"

0960-0305 O2 Each 6.0000 N

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WHITE HOT THERMOPLASTIC LEGEND, "5", 8' - 0"

0966-0011 O1 Each 800.0000 N

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

0966-0017 O1 Each 427.0000 N

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

0966-0018 O1 Each 217.0000 N

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

9000-0060 F3 Square Yard 2,315.0000 N Std

MILLING OF ASPHALT PAVING NOTCH OR JOINT

9000-0070 F3 Square Yard 1,162.0000 N Std

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH 2"-5"

9000-0100 C1, C3 Ton 2,955.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-3 WITH EXCAVATION AND GEOTEXTILE

9000-0413 O Linear Foot 251,860.0000 N Proj

4" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0414 O Linear Foot 7,071.0000 N Proj

6" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0418 O Linear Foot 281,270.0000 N Proj

4" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0427 C1 Each 1.0000 N Proj

DETECTABLE WARNING SURFACE REMOVAL WITHOUT REPLACEMENT

9000-0435 O2 Each 82.0000 N Proj

ELLIPTICAL DOT HOT THERMOPLASTIC PAVEMENT MARKINGS

9000-1059 R Each 361.0000 N Proj

UTILITY POLE FLEXIBLE WRAP, 6" YELLOW HIGH-INTENSITY GRADE

9000-4999 X Each 4.0000 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 AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9901-0350 X Dollar 10,000.0000 $1.00 Y Std

RAILROAD PROTECTIVE SERVICES

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SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE)

Provision Body:

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

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

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

DSP15. Commonwealth Standard Terms and Conditions.

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

August 25, 2026 13:56:47 PM Page 11 of 93

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

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.

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Item Number Description

Mixture Acceptance Density Acceptance

Stations or Segment/

Offset Certification

Section 413.2(i)2

Loose Box

Section 413.3(h)2

Non- Movement

Section 413.3(j)2

Optimum Roller

Pattern Section 413.3(j)3

Pavement Cores Section 413.3(j)4

0413-0204

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64S-22, < 0.3

MILLION

ESALS, 9.5

MM MIX, SRL-

M

X X

SITE # 07 SR

0400/0000 TO

0470/2292

0413-0205

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64S-22, < 0.3

MILLION

ESALS, 9.5

MM MIX, SRL-

L

X X

DRIVEWAY

ADJUSTMENT,

ALL SITES

0413-0255

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64S-22, 0.3

TO < 3

MILLION

ESALS, 9.5

MM MIX, SRL-

H

X X

SITE # 03 SR

0100/0170 TO

0160/0000

Special Provision: G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE

MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE

Provision Body:

Mixture and density acceptance of Superpave Mixture Design items in accordance with the following:

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0413-0256

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64S-22, 0.3

TO < 3

MILLION

ESALS, 9.5

MM MIX, SRL-

G

X X

SITE # 05 SR

0010/0000 TO

0011/0577

0413-0257

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64S-22, 0.3

TO < 3

MILLION

ESALS, 9.5

MM MIX, SRL-

M

X X

SITE # 06 SR

0010/0000 to 0060/0643

0413-0308

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64S-22, 3 TO

< 10 MILLION

ESALS, 9.5

MM MIX, SRL-

H

X X

SITE #01 SR

0250/0000 TO

0353/0994

0413-0358

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64S-22, 10 TO

< 30 MILLION

ESALS, 9.5

MM MIX, SRL-

H

X X

SITE # 04 SR

0660/0253 TO

0740/0917

0413-0500

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE, PG

64E-22, 0.3

TO < 3

MILLION

ESALS, 9.5

MM MIX, SRL-

G

X X

SITE # 08 SR

0030/1724 TO

0140/1300

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0413-1019

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE

(SCRATCH),

PG 64S-22, <

0.3 MILLION

ESALS, 9.5

MM MIX, SRL-

L

X X

SITE # 01 SR

0250/0000 TO

0260/1025, 0320/1190 TO

0330/0550, 0340/0158 TO

0340/0475, 0352/0000 TO

0352/0990, 0353/0000 TO

0353/0994, SITE # 03 SR

0100/0170 TO

0100/2387, 0130/0485 TO

0160/0000, SITE # 05 SR

0010/0000 TO

0011/0577, SITE # 08 SR

0100/0730 TO

0100/1560.

0413-2059

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

WEARING

COURSE

(LEVELING),

PG 64S-22, <

0.3 MILLION

ESALS, 9.5

MM MIX, SRL-

L

X X

SITE # 01 SR

0260/1025 TO

0320/1190, 0330/0550 TO

0340/0158, 0340/0475 TO

0352/0000, SITE # 03 SR

0100/2387 TO

0130/0485, SITE # 04 SR

0660/0253 TO

0740/0917, SITE # 06 SR

0010/0000 TO

0060/0643, SITE # 07 SR

0400/0000 TO

0470/2292, SITE # 08 SR

0030/1724 TO

0100/0730, 0100/1560 TO

0140/1300, August 25, 2026 13:56:47 PM Page 15 of 93

0413-6037

SUPERPAVE

ASPHALT

MIXTURE

DESIGN,

BINDER

COURSE, PG

64S-22, < 0.3

MILLION

ESALS, 19.0

MM MIX

X X

SITE # 03 SR

0100/0170 TO

0160/0000, SITE # 04 SR

0660/0253 TO

0740/0917, SITE # 08 SR

0030/1724 TO

0140/1300

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).

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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.

(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: G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH

PREQUALIFICATION

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EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION.

Provision Body:

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

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

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

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

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

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

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

Lincoln University, Oxford, PA 19352

California University, California, PA 15419

West Chester University, West Chester, PA

NAACP, Labor and Industry Committees

Community Action Centers

O.I.C. Technical and Vocational Schools

Black Community Centers

Black Ministers

CORE

Special Provision: G1901B - a01901 INSURANCE--GENERAL APPLICATION

INSURANCE--GENERAL APPLICATION

August 25, 2026 13:56:47 PM Page 18 of 93

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:

Diana Williams Nittany & Bald Eagle Railroad - Treasurer 356 Priestley Avenue Northumberland, PA 17857

(570) 473-0930

Special Provision: 00 - a02108 Additional Insurance Requirements

August 25, 2026 13:56:47 PM Page 19 of 93

Header:

ADDITIONAL INSURANCE REQUIREMENTS

Provision Body:

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

Special Provision: G2201A - a02201 RAILROAD COMPANY CONTACT PERSON

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":

George Fury Nittany & Bald Eagle Railroad - Property Representative 356 Priestley Avenue Northumberland, PA 17857

(570) 473-0915

Special Provision: 00 - a02300 ADDITIONAL RAILROAD INFORMATION AND REQUIREMENTS

ADDITIONAL RAILROAD INFORMATION AND REQUIREMENTS

Provision Body:

See Project Specific attachment titled "North Shore Railroad Company & Affiliates Safety Regulations and Fee Schedule for Railway Occupation & Contractor Work" on the Project Development Checklist for additional railroad information and requirements.

August 25, 2026 13:56:47 PM Page 20 of 93

Special Provision: G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC

MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC

Provision Body:

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 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. Give the chief engineer of any involved railroad fourteen (14) days written notice before any work is started on railroad property, in order that the necessary arrangements may be made to properly protect railroad traffic.

III. The railroad company 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 insure 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.

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.

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1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

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:

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

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

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

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

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

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

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

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

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Special Provision: G3401A - a03401 PREVAILING WAGE ACT

PREVAILING WAGE ACT

Provision Body:

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

Special Provision: G3501B - a03501 RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR

CONSTRUCTION

Addendum:

RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR CONSTRUCTION

Provision Body:

I. REQUIREMENTS AND DISCRIMINATING STATES -

(a) States Which Apply Preference Favoring In-State Bidders. The Reciprocal Limitations Act, Act 146 of 1986, requires the Commonwealth agencies to give resident bidders a preference against a nonresident bidder from any state that gives or requires a preference to bidders from that state. The amount of the preference will be equal to the amount of the preference applied by the state of the nonresident bidder. The following is a list of the states which have been found by the Commonwealth agencies to have applied a preference for in-state bidders and the amount of the preference:

STATE PREFERENCE

1. Arizona 5% (construction materials from Arizona resident dealers only)

August 25, 2026 13:56:47 PM Page 23 of 93

2. Montana 3%

3. Wyoming 5%

(b) States Which Prohibit Use of Out-of-State Goods, Supplies, Equipment, or Materials. The Reciprocal Limitations Act also requires that the Commonwealth agencies not specify, use, or purchase any goods, supplies, equipment, or materials which are produced, manufactured, mined, or grown in any state that prohibits the specification, use, or purchase of such items in or on its public buildings or other works, when such items are not produced, manufactured, mined, or grown in that state. The following is a list of the states which have been found by the Commonwealth agencies to have prohibited the use of out-of-state goods, supplies, equipment, materials, or bidders and the type of prohibition:

STATE PROHIBITION

1. Georgia Forest Products Only

2. New Mexico Construction

3. New Jersey Chain Link Fence, Portable Sanitation Units, Storage Batteries, Hardware Supplies, Fasteners, Lumber, Building Supplies

If a bid discloses that the bidder is offering to supply the above listed products from the states listed above, it will be rejected.

Contractors are prohibited from supplying these items from these states.

II. CALCULATION OF PREFERENCE -

In calculating the preference, the amount of a bid submitted by a Pennsylvania resident bidder will be reduced by the percentage preference which would be given to a nonresident bidder by its state of residency, only for the purpose of determining the apparent low bidder.

III. FOREST OR LUMBER PRODUCTS -

If the project requires the Contractor to provide forest or lumber products for the construction of the project, certify that the lumber or forest products which will be provided were not grown or harvested in a state or foreign country listed in paragraph I.(b) above.

Failure to certify, may result in the rejection of the bid.

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.

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106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

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

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

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

3. Construction Materials.

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

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

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

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

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

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

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Special Provision: C166A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 Addendum:

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

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

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

CCD.

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

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

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

August 25, 2026 13:56:47 PM Page 26 of 93 extension of time,…