PROPOSAL Report - Project 109238

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PROPOSAL REPORT

Project: 109238 Bid

Package: 1

Current Let: 05/21/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Centre

SR/SEC/

Group ID: 80/B50/---

Description

Rehab/Preserv MM 165 to 170

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G7B - a00007 IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01 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 G2302A - a02302 Worker Protection and Investment C164A - a07000 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C168A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C167A - a07030 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

N606A - a13000 GRADE TOLERANCES FOR MISCELLANEOUS STRUCTURES N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION REVIEW . 30 G100B - a14200 CONSTRUCTION RESTRICTIONS DUE TO AREA SPECIAL EVENTS D29890C - a29890 SPECIAL BIDDING – DESIGN-BUILD D29899A - a29899 QUALITY PLAN WITH QUALITY ASSURANCE REVIEW BY DEPARTMENT -

LOW BID DESIGN

00 - a50000 VOID REDUCING ASPHALT MEMBRANE (VRAM) CORE DENSITY DETERMINATION . 44 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 00 - b05010 SECTION 413/419 - SPREADING AND FINISHING S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS I205A - c00100 ITEM 4205-0363 - SELECTED BORROW EXCAVATION ROCK, CLASS R-3, INCLUDES EXCAVATION

00 - c00200 - ITEM 4419-0216 - SMA MIX. DESIGN WITH 0% RAP, WEARING COURSE, PG

64E-22, LTS ACCEPTANCE 9.5

I6091L - c00300 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c00400 ITEM 4620-0503 - REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

MODIFIED

I677D - c00500 ITEM 4677-0004 - SELECTED MATERIAL SURFACING USE SUBBASE

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00 - c00600 ITEM 4910-0005 - JUNCTION BOXES J.B.12 WITH NAME PLATE

(COMMUNICATIONS)

00 - c00700 ITEM 4937-0330 – FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, ORANGE POST WITH WHITE/BLA

00 - c00800 ITEM 4937-0339 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK

00 - c00900 ITEM 4954-0151 & 4954-0152 - TRENCH AND BACKFILL, TYPE I & II, WITH WARNING

TAPE

00 - c01000 ITEM 4954-0500 - DIRECTIONAL BORING AND 6 INCH HDPE CONDUIT I962A - c01100 ITEM 4962-1000 / 1002/ 1005 - WATERBORNE PAVEMENT MARKINGS (DOUBLE

APPLICATION)

00 - c01200 ITEM 5230-4650 ITS CHANGEABLE MESSAGE SIGN, 18” TEXT, FRONT ACCESS, 30-

DEG, RETROFIT ON EXIST

D29902A - c01300 ITEM 8914-0001 DESIGN TRAFFIC CONTROL PLAN D29903A - c01400 ITEM 8915-0001 - CONSTRUCTION OF MAINTENANCE AND PROTECTION OF

TRAFFIC

00 - c01500 ITEM 9000-0019 – INCIDENT MANAGEMENT 00 - c01600 ITEM 9000-0125 - LANE RENTAL FOR CONSTRUCTION 00 - c01700 ITEM 9000-0129 - CAVC 12 NITTANY, CENTRE COUNTY I63A - c01800 ITEM 9000-0190 – 6" WHITE RECESSED WET-REFLECTIVE TAPE PAVEMENT

MARKINGS

I66A - c01900 ITEM 9000-0193 - VOID REDUCING ASPHALT MEMBRANE, 18-INCH WIDTH 00 - c02000 ITEM 9000-0502 - SYSTEM SUPPORT EQUIPMENT 00 - c02100 ITEM 9000-0507 - CELLULAR COMMUNICATIONS SYSTEM 00 - c02200 ITEM 9000-0511 - 4” MULTIDUCT COMMUNICATIONS CONDUIT WITH TRACER

WIRE

00 - c02300 ITEM 9000-0515 - FIBER OPTIC TERMINATION PANEL 00 - c02400 ITEM 9000-0520 - REMOTE POWER SWITCH 00 - c02500 ITEM 9000-0551 - STANDARD FIBER OPTIC CABLE, 24-STRAND 00 - c02600 ITEM 9000-0552 - STANDARD FIBER OPTIC CABLE, 96-STRAND 00 - c02700 ITEM 9000-0562 - HIGHWAY ADVISORY RADIO SIGN OVERLAY 00 - c02800 ITEM 9000-0565 - INSTALL CONDUIT INTO EXISTING JUNCTION BOX 00 - c02900 ITEM 9000-0569 - JUNCTION BOXES 30”X48”X36” ANSI TIER 22 00 - c03000 ITEM 9000-0572 - VARIABLE SPEED LIMIT SIGN, SOLAR I68C - c03100 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c03200 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

00 - ITS DESCRIPTION

00 - ITS Milestone Dates

00 - ITS REQUIREMENTS

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BID PACKAGE SUMMARY

Project: 109238 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: RESURFACING/OVERLAYS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 05/21/2026 11:00:00 AM Project Cost Range: $12,500,000.00 - $14,999,999.99 Anticipated NTP: 06/22/2026 Structure Work: 0.00%

Required Completion: 09/13/2027 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 CENTRE & CLINTON COUNTY, MARION & PORTER TOWNSHIPS, Commonwealth of Pennsylvania, STATE ROUTE 0080, SECTION B43.This project being situated on State Route 0080 from Segment 1640 Offset 1534 Eastbound and Segment 1645 Offset 1881 Westbound to Segment 1706 Offset 0100 Eastbound and Segment 1707 Offset 0100 Westbound.For the improvement of approximately 12.38 miles of existing separated limited access highway involving milling of asphalt pavement, Superpave Asphalt Mixture Designs for base, binder and wearing courses, various ITS devices, guide rail upgrades, pavement markings, 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 obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class

Code Unit Of Measure Quantity Unit Price PDP Spec

Prov Add Action

0203-0001 C Cubic Yard 351.0000 N

CLASS 1 EXCAVATION

0205-0100 C1 Cubic Yard 52.0000 N

FOREIGN BORROW EXCAVATION

4205-0363 C1 Ton 1,044.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-3 INCLUDES EXCAVATION

0212-0016 C3, H, M2 Square Yard 1,390.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0313-0422 E Square Yard 1,018.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0350-0106 C, E Square Yard 1,018.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 1,280.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 475.0000 N

SUBBASE (NO. 2A)

0404-0012 X Dollar 100,000.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

0405-0001 X Dollar 20,000.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0248 F Square Yard 2,493.0000 N

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

DEPTH, SRL-L

0413-0348 F Square Yard 66,706.0000 N

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

DEPTH, SRL-H

0413-0358 F Ton 72.0000 N

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

0413-1034 F Ton 13,976.0000 N

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

MM MIX, SRL-L

0413-8086 F Ton 4,031.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, RPS, PG 64E-22, >/= 30 MILLION ESALS, 19.0 MM MIX

0413-9999 X Dollar 110,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

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0419-0000 F Predetermined

Amt 1.0000 $50,000.00 Y

DEMONSTRATION PLACEMENT

4419-0216 F Square Yard 187,380.0000 N Proj

STONE MATRIX ASPHALT MIXTURE DESIGN WITH 0 PERCENT RAP, WEARING COURSE, PG 64E-22, LTS ACCEPTANCE

9.5 MM MIX, 1 1/2" DEPTH, SRL-E MODIFIED

0419-0224 F Ton 180.0000 N

STONE MATRIX ASPHALT MIXTURE DESIGN WITH 0 PERCENT RAP, WEARING COURSE, PG 64E-22, LTS ACCEPTANCE

9.5 MM MIX, SRL-E

0460-0003 F4 Square Yard 517,057.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0001 F4 Square Yard 40,212.0000 N

ASPHALT PRIME COAT

0467-0003 F2 Linear Foot 120,070.0000 N

HEAVY DUTY MEMBRANES 18" WIDTH

0491-0012 F3 Square Yard 5,016.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0013 F3 Square Yard 254,029.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 26,686.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0515-0001 G1, G4 Linear Foot 23,544.0000 N

SAWING AND SEALING OF ASPHALT OVERLAYS

0516-2007 G1, G4 Linear Foot 960.0000 N

PATCHING JOINT

0516-3034 G1 Square Yard 1,280.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 10" DEPTH

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 44.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

4620-0503 C1, J Linear Foot 63,925.0000 N Proj

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY) MODIFIED

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0620-1600 J Linear Foot 58,950.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 1,175.0000 N

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

0620-1625 J Linear Foot 75.0000 N

TYPE 31-SC GUIDE RAIL

0620-1660 J Each 43.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 5.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0660-0005 F3 Linear Foot 120,112.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

4677-0004 C1, E Ton 5,423.0000 N Std

SELECTED MATERIAL SURFACING USE SUBBASE

0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0002 X Dollar 1,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

0804-0027 M3 Pound 132.0000 N

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

0867-0012 M2 Linear Foot 417.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0120 Q Each 4.0000 N

SPEED DISPLAY SIGN

0901-0450 Q Each 4.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

4910-0005 C1, P8 Each 70.0000 N Proj

JUNCTION BOXES J.B.-12 WITH NAME PLATE (COMMUNICATIONS)

0910-4116 P8 Linear Foot 48.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0930-0004 R Square Foot 86.0000 N

POST MOUNTED SIGNS, TYPE A

0935-0001 R Square Foot 23.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0104 J, R Each 449.0000 N

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

0937-0106 J, R Each 457.0000 N

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

4937-0330 R Each 74.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

COMMUNICATIONS MARKER

0937-0334 R Each 6.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0339 R Each 24.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

4937-0339 R Each 2.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING ELECTRICAL

MARKER

0937-0340 R Each 21.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH YELLOW/BLANK SHEETING

0953-0600 P Each 1.0000 N

MANAGED NETWORK SWITCH, FIELD SWITCH TYPE A

0954-0012 P8 Linear Foot 254.0000 N

2 INCH CONDUIT

0954-0014 P8 Linear Foot 256.0000 N

4 INCH CONDUIT

4954-0151 C1, P8 Linear Foot 17,321.0000 N Proj

TRENCH AND BACKFILL, TYPE I WITH MARKING TAPE

4954-0152 C1, P8 Linear Foot 13,893.0000 N Proj

TRENCH AND BACKFILL, TYPE II WITH MARKING TAPE

0954-0201 P8 Linear Foot 112.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

4954-0500 C6, P8 Linear Foot 989.0000 N Proj

DIRECTIONAL BORING AND 6 INCH HDPE CONDUIT

0955-3206 P Each 4.0000 N

VEHICULAR SIGNAL HEAD, ONE 12" SECTION

4962-1000 O Linear Foot 60,635.0000 N Std

4" WHITE WATERBORNE PAVEMENT MARKINGS (DOUBLE APPLICATION)

4962-1001 O Linear Foot 15,250.0000 N Std

6" WHITE WATERBORNE PAVEMENT MARKINGS (DOUBLE APPLICATION)

4962-1005 O Linear Foot 60,635.0000 N Std

4" YELLOW WATERBORNE PAVEMENT MARKINGS (DOUBLE APPLICATION)

1201-1000 P1, P2, P4, P5 Each 1.0000 N

ITS DEVICE FIELD ENCLOSURE, GROUND MOUNT

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1201-1300 P1, P2, P4, P5 Each 1.0000 N

ITS DEVICE FIELD ENCLOSURE, POLE MOUNT

1201-3000 P1, P2, P3, P4, P5 Lump Sum 1.0000 N

ITS DEVICE TESTING, COMPLETE

1202-0001 P5 Lump Sum 1.0000 N

ATMS ITS DEVICE INTEGRATION

5230-4650 P3 Each 1.0000 N Proj ITS CHANGEABLE MESSAGE SIGN, 18" TEXT, FRONT-ACCESS, 30-DEG , RETROFIT ON EXISTING SIGN STRUCTURE

8914-0001 Q Lump Sum 1.0000 N Std

DESIGN TRAFFIC CONTROL PLAN

8915-0001 Q Lump Sum 1.0000 N Std

CONSTRUCTION OF MAINTENANCE AND PROTECTION OF TRAFFIC

9000-0019 Q Dollar 15,000.0000 $1.00 Y Proj

INCIDENT MANAGEMENT

9000-0125 Q Dollar 470,000.0000 $1.00 Y Proj

LANE RENTAL FOR CONSTRUCTION

9000-0129 P4 Lump Sum 1.0000 N Proj

CAVC 12, NITTANY, CENTRE COUNTY

9000-0190 O Linear Foot 15,250.0000 N Std

6" WHITE RECESSED WET-REFLECTIVE TAPE PAVEMENT MARKINGS

9000-0193 F1 Linear Foot 60,035.0000 N Std

VOID REDUCING ASPHALT MEMBRANE, 18-INCH WIDTH

9000-0502 P1 Lump Sum 1.0000 N Proj

SYSTEM SUPPORT EQUIPMENT

9000-0507 P4 Each 1.0000 N Proj

CELLULAR COMMUNICATIONS SYSTEM

9000-0511 P4 Linear Foot 31,477.0000 N Proj

4" MULTIDUCT COMMUNICATIONS CONDUIT WITH TRACER WIRE

9000-0515 P4 Each 2.0000 N Proj

FIBER OPTIC TERMINATION PANEL

9000-0520 P4 Each 1.0000 N Proj

REMOTE POWER SWITCH

9000-0551 P4 Linear Foot 31,933.0000 N Proj

STANDARD FIBER OPTIC CABLE, 24 STRAND

9000-0552 P4 Linear Foot 32,633.0000 N Proj

STANDARD FIBER OPTIC CABLE, 96 STRAND

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9000-0562 P2 Square Foot 88.0000 N Proj

HIGHWAY ADVISORY RADIO SIGN OVERLAY

9000-0565 P4 Each 1.0000 N Proj

INSTALL CONDUIT INTO EXISTING JUNCTION BOX

9000-0569 P4 Each 4.0000 N Proj

JUNCTION BOXES 30"X48"X36" ANSI TIER 22

9000-0572 P4 Each 2.0000 N Proj

VARIABLE SPEED LIMIT SIGNS, SOLAR

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

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SPECIAL PROVISIONS

Special Provision: G7B - a00007 IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01 Addendum:

Action:

Item(s) Associated:

Header:

IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01

Provision Body:

SECTION 313—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, BASE COURSE

SECTION 413—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT

COURSES WITH PERCENT WITHIN LIMITS AND LTS TESTING (PWL-LTS)

Addition of asphalt mixture design requirements for reduced number of gyrations at Ndesign and performance related physical testing to Publication 408, Section 313 and Section 413, for plant mixed asphalt courses implemented by Strike- Off Letter (SOL) and attachments for SOL 481-24-01 revising Bulletin 27, Chapter 2A, are made a part of the contract documents for this project.

SOL 481-24-01 is available in ECMS under the References tab. ECMS can be accessed at www.ecms.penndot.pa.gov, login as a Business Partner or Guest, and navigate to “References” > “Strike-off Letters”.

Project Specific Details:

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

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.

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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.

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

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

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

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.

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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)

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.

Milestone Compliance

RULDs in the amount of $10,000 will be assessed for each day or portion of day that all Paving (including Mill and Fill, Centerline Joint Repairs, Pavement Patching), Rumble Strips, Guiderail Removal and Replacements, and Shoulder Washout Repairs on SR 80 Eastbound are not complete and open to unrestricted traffic on all lanes on or after November 24, 2026.

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RULDs in the amount of $10,000 will be assessed for each day or portion of day that all Paving (including Mill and Fill, Centerline Joint Repairs, Pavement Patching), Rumble Strips, Guiderail Removal and Replacements, and Shoulder Washout Repairs on SR 80 Westbound are not complete and open to unrestricted traffic on all lanes on or after November 24, 2026.

RULDs in the amount of $10,000 will be assessed for each day or portion of day that SR-80 is not open to unrestricted traffic on all lanes between November 24, 2026, and April 1, 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

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.

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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.

(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.

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1.

2.

3.

4.

(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 Centre and Clinton County, which are within the Economic Area of Williamsport as listed in Appendix B of Designated Special Provision 12 (DSP12) entitled “Executive Order 11246 (with Appendix A and B)” in Appendix C of Pub 408.

Special Provision: G2302A - a02302 Worker Protection and Investment

Worker Protection and Investment

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

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5.

6.

7.

8.

9.

10.

11.

12.

13.

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

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

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

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

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

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

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

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

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:

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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 approved Post Construction Stormwater Management (PCSM) Plan.

April 17, 2026 07:10:04 AM Page 20 of 97 noncompliance, initiate corrective actions within 24 hours. Failure or refusal to promptly comply with such notice upon receipt may, at the Department’s sole discretion, result in: the withholding payment of estimates for work completed until the requirements of the E&S Plan are met, assessment of E&S noncompliance liquidated damages as specified in Section 108.07(d) or issuance of a written order stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

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

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

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

For the purpose of determining compliance with the provisions of this section, “substantial completion” will be considered to have been attained when all of the following project milestones have been reached:

Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.

Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.

Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.

Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.

608 MOBILIZATION

Section 608.4(b)3. Revise to read as follows:

3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):

Certified Payroll Records

Final DBE/DB payment amounts and, if necessary, shortfall justification

Material Certifications

Form CS-4225H, Highway Lighting In-Service Guarantee Notification

As built drawings for Design/Build projects

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

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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

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

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Special Provision: C168A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

CHANGE TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

Provision Body:

SECTION 110—PAYMENT

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

110.06 MATERIAL STORED OR ON HAND—

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

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

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

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

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

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

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

April 17, 2026 07:10:04 AM Page 22 of 97 current estimate but not ultimately incorporated in the final measured work will not be included in the final payment. Surplus stored material is the property of the Contractor. Remove surplus material from the project and dispose of in a satisfactory manner.

Pay the material provider the amount due, as shown on the invoices within 7 calendar days of receipt of payment from the Department. Provide evidence of payment upon request. Failure to make invoice payments as specified will cause the appropriate monies to be deducted from future estimates and will cause the disapproval of further prepayment requests.

1. Prepayment for Structural Steel. Structural steel to be incorporated into fabricated structural steel components for main bridge members may be approved for payment up to 60% of the contract price of the applicable contract item or component item; provided the quantity, cost, delivery, inspection, and storage requirements of Section 110.06(a) are met. The cost of the structural steel is that amount to be paid by the Fabricator as evidenced by invoices. Invoices for approved structural steel are to include the material quantity and Department project identification (i.e., ECMS number, SR & Section, and county), and must be accompanied by certification, as specified in Section 106.03(b)3., and proof of payment (e.g., a copy of a canceled check or receipt, or a certified letter from the structural steel supplier acknowledging receipt of payment).

Payment for approved structural steel will be made on current estimates against the applicable contract item. The amount paid will be proportionately recouped as the fabricated structural steel components are incorporated into the work. Pay the Fabricator the amount due, as shown on the invoices, within 7 calendar days of receipt of payment from the Department. When payment is made, the structural steel becomes the property of the Department. Have the Fabricator furnish a transfer of ownership document within 7 calendar days of receipt of payment and promptly submit the documentation to the Department.

Only approved structural steel to be incorporated into fabricated structural steel components for main bridge members is eligible for prepayment. Handling, transportation, and storage of structural steel materials including, but not limited to, any storage site rental, security, and weather protection, are to be borne by the Contractor and included in the contract price for the applicable contract item.

SECTION 404—EVALUATION OF ASPHALT PAVEMENT RIDE QUALITY AND PAYMENT OF INCENTIVE

Section 404.1 DESCRIPTION. Revise to read as follows:

404.1 DESCRIPTION. This work evaluates an asphalt pavement surface profile and determines the ride-quality incentive associated with the pavement surface profile.

(a) General Requirements. Determine the ride quality of finished pavement surfaces, including overlaid bridge approach slabs and overlaid bridge decks.