PROPOSAL Report - Project 121814

July 30, 2026 11:45:02 AM Page 1 of 108

PROPOSAL REPORT

Project: 121814 Bid

Package: 1

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

Version: Current Addendum

Count: 1

District: 12 County: Washington

SR/SEC/

Group ID: 519/0/2026 On-Demand Bridge Contract

Description

2026 On-Demand Bridge Contract

July 30, 2026 11:45:02 AM Page 2 of 108

TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 43 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 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 G2302A - a02302 Worker Protection and Investment G3401A - a03401 PREVAILING WAGE ACT G3501B - a03501 RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR CONSTRUCTION G4251A - a04251 UTILITIES--USE WHEN THERE ARE UTILITIES WITHIN THE PROJECT LIMITS

THAT ARE NOT AFFECTED

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

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c00070 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE

00 - ITEM 4205-0381, 0385, 0388, 0390 SELECTED BORROW EXCAVATION, COARSE

AGGREGATE, DELIVERY INCLUDED

00 - ITEM 4212-0014 - GEOTEXTILE, CLASS 4, TYPE A, DELIVERY INCLUDED

00 - ITEM 4626-0001 - GABIONS, TYPE A DELIVERY INCLUDED

00 - Item 5001-1000 to 5001-1160 – Class AAAP, AAA, AA, A, C, HES Cement Concrete

July 30, 2026 11:45:02 AM Page 3 of 108

00 - Item 5040-0002 – Concrete Bridge Deck Repair, Type 2, Includes delivery, testing, and curing mat

00 - Item 5040-0003 – Concrete Bridge Deck Repair, Type 3, Includes delivery, testing, and curing mat

00 - Item 9000-0001 TO -0003, -0007 TO -0010, -0012 TO -0014 & -0016 TO -0021 Equipment 00 - Item 9000-0004 & 9000-0040 – COMPRESSOR, SIZE AS DIRECTED WITH MINIMUM 300’

AIR HOSE AND

00 - Item 9000-0005,0006,0015,0034,0035 & 9000-0036 – Hydraulic Excavator, Truck Or Crawler Mounted

00 - Item 9000-0011 – Weld Truck 00 - Item 9000-0022 - Mobile Project Box Truck 00 - Item 9000-0023 - Temporary Water Diversion 00 - Item 9000-0029 - Unforeseen Equipment, Labor and Materials 00 - Item 9000-0031 - 0051 Equipment Standby 00 - Item 9000-0052 – 3” Water Pump 00 - Item 9000-0053 – 6” Water Pump 00 - Item 9000-0054 – Compaction Equipment 00 - Item 9000-0055 – Magnetic Drill 00 - ITEM 9000-0056, 0057, 0058, 0059, 0060, 0061 ROCK, CLASS R-3 THRU R-8, DELIVERY

INCLUDED

00 - Item 9000-0070 TO 9000-0086 Manpower 00 - Item 9000-0094 - Shadow Vehicle 00 - Item 9000-0095 - Portable Three Line Changeable Message Sign 00 - Item 9000-0096 - Required Traffic Control Signs and Devices 00 - Item 9000-0097 - Additional Traffic Control Signs 00 - Item 9000-0098 - Unforeseen Traffic Control 00 - Item 9000-0099 - Portable Light Plant 00 - Item 9000-0100 - Railroad Involvement

00 - ITEM 9000-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

00 - ITEM 9000-0102- INSTALLATION AND REMOVAL TEMPORARY STEEL ROADWAY PLATE

00 - ITEM 9000-0106 - Fayette SR 3005 DFB 00 - ITEM 9000-0107 - Fayette SR 1039 DFB 00 - ITEM 9000-0108 - Fayette SR 1058 DFB 00 - ITEM 9000-0109 - Greene SR 1021 DFB 00 - ITEM 9000-0110 - Greene SR 1008 DFB 00 - ITEM 9000-0111 - Greene SR 0221 DFB 00 - ITEM 9000-0112 - Washington SR 0331 DFB 00 - ITEM 9000-0113 - Washington SR 4029 DFB 00 - ITEM 9000-0114 - Washington SR 2053 DFB 00 - ITEM 9000-0115 - Westmoreland SR 3063 DFB 00 - ITEM 9000-0116 - Westmoreland SR 3081 DFB 00 - ITEM 9000-0117 - Westmoreland SR 2045 DFB

July 30, 2026 11:45:02 AM Page 4 of 108

00 - ITEM 9000-0118 - SAND BLASTING

00 - ITEM 9000-0119 - INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

July 30, 2026 11:45:02 AM Page 5 of 108

BID PACKAGE SUMMARY

Project: 121814 Bid Package: 1

Project Type: Standard Posted: 07/27/2026

Federal Project Status: Non - Federal (100% State) State Type of Work: BRIDGE

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/03/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 09/28/2026 Structure Work: 46.00%

Required Completion: 12/30/2027 Wage Rates: Yes

Description:

Bridge on-demand maintenance of various structure types including but not limited to structural steel repairs, concrete deck repairs, concrete substructure repairs, bearing repairs, and scour countermeasures along with other miscellaneous construction, as indicated on the attached details including the bid package for VARIOUS STATE ROUTES, in VARIOUS MUNICIPALITIES, in FAYETTE, GREENE, WASHINGTON & WESTMORELAND COUNTIES.

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.

July 30, 2026 11:45:02 AM Page 6 of 108

ADDENDA

Addendum: 1

Project Cost Range: 2,500,000.00 - 4,999,999.99 Federal Project Status: Non - Federal (100% State)

Structure Work: 46.00% Wage Rates: Yes

Project Type: Standard State Type of Work: BRIDGE

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE Actual Let: 09/03/2026 11:00:00 AM

New Let:

Let Date Move:

Anticipated NTP: 09/28/2026 Required Completion: 12/30/2027

Description:

Bridge on-demand maintenance of various structure types including but not limited to structural steel repairs, concrete deck repairs, concrete substructure repairs, bearing repairs, and scour countermeasures along with other miscellaneous construction, as indicated on the attached details including the bid package for VARIOUS STATE ROUTES, in VARIOUS MUNICIPALITIES, in FAYETTE, GREENE, WASHINGTON & WESTMORELAND COUNTIES.

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.

Item and Quantity:

Special Provision:

MODIFIED: ITEM 0609-0009 EQUIPMENT PACKAGE

MODIFIED: 9000-0098 Item 9000-0098 - Unforeseen Traffic Control

Other:

July 30, 2026 11:45:02 AM Page 7 of 108

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0204-0100 C1, S1, T1 Cubic Yard 520.0000 N

CLASS 3 EXCAVATION

0205-0292 C1, S4 Cubic Yard 50.0000 N

STRUCTURE BACKFILL

4205-0381 C1 Ton 200.0000 N Proj

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1 , DELIVERY INCLUDED

4205-0385 C1 Ton 200.0000 N Proj

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57 , DELIVERY INCLUDED

4205-0388 C1 Ton 50.0000 N Proj

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 8 , DELIVERY INCLUDED

4205-0390 C1 Ton 600.0000 N Proj

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A , DELIVERY INCLUDED

4212-0014 C3, H, M2 Square Yard 1,000.0000 N Proj

GEOTEXTILE, CLASS 4, TYPE A , DELIVERY INCLUDED

0460-0004 F4 Gallon 40.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0620-0500 J Linear Foot 300.0000 N

RESET GUIDE RAIL

4626-0001 M2 Cubic Yard 60.0000 N Proj

GABIONS, TYPE A DELIVERY INCLUDED

0845-0001 C1, H, M2 Dollar 6,300.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

5001-1000 S9 Cubic Yard 100.0000 N Proj

CLASS AAAP CEMENT CONCRETE DELIVERY INCLUDED

5001-1060 S9 Cubic Yard 100.0000 N Proj

CLASS AAA CEMENT CONCRETE DELIVERY INCLUDED

5001-1080 S2 Cubic Yard 100.0000 N Proj

CLASS AA CEMENT CONCRETE DELIVERY INCLUDED

5001-1120 S2 Cubic Yard 100.0000 N Proj

CLASS A CEMENT CONCRETE DELIVERY INCLUDED

July 30, 2026 11:45:02 AM Page 8 of 108

5001-1140 K Cubic Yard 70.0000 N Proj

CLASS C CEMENT CONCRETE DELIVERY INCLUDED

5001-1160 S2 Cubic Yard 30.0000 N Proj

CLASS HES CEMENT CONCRETE DELIVERY INCLUDED

5040-0002 S9 Square Foot 600.0000 N Proj CONCRETE BRIDGE DECK REPAIR, TYPE 2 INCLUDES DELIVERY, TESTING, AND CURING MATERIALS

5040-0003 S9 Square Foot 200.0000 N Proj CONCRETE BRIDGE DECK REPAIR, TYPE 3 INCLUDES, DELIVERY, TESTING, AND CURING MATERIALS

9000-0001 C1 Hour 200.0000 N Proj

HI-LIFT, RUBBER TIRE OR CRAWLER TRACTOR, SIZE AS DIRECTED

9000-0002 C1 Hour 680.0000 N Proj

TRI-AXLE TRUCK, 10 CY

9000-0003 S2 Hour 200.0000 N Proj

PICK-UP TRUCK, 3/4 TON

9000-0004 S2 Hour 200.0000 N Proj

COMPRESSOR, SIZE AS DIRECTED WITH MINIMUM 300' AIRHOSE, 3/4" AND MINIMUM OF TWO 15 - 90 LB PNUEMATIC

HAMMERS AS DIRECTED

9000-0005 S2 Hour 600.0000 N Proj

HYDRAULIC EXCAVATOR, TRUCK OR CRAWLER MOUNTED, UP TO AND INCLUDING A 160 (UP TO 20,000 LBS), BUCKET

AND ATTACHMENTS

9000-0006 S2 Hour 600.0000 N Proj

HYDRAULIC EXCAVATOR, TRUCK OR CRAWLER MOUNTED, UP TO AND INCLUDING A 350 (20,000 TO 100,000 LBS), BUCKET AND ATTACHMENTS

9000-0007 C1 Hour 85.0000 N Proj

LOADER BACKHOE, RUBBER TIRE, SIZE AS DIRECTED

9000-0008 C1 Hour 600.0000 N Proj

SINGLE AXLE DUMP TRUCK 5 CY CAPACITY

9000-0009 C1 Hour 100.0000 N Proj

TANDEM AXLE FLATBED TRUCK

9000-0010 S2 Hour 680.0000 N Proj

MISCELLANEOUS POWER TOOLS

9000-0011 S2 Hour 100.0000 N Proj

WELD TRUCK

9000-0012 S7 Hour 60.0000 N Proj

FLUSHER/VACUUM TRUCK

9000-0013 S2 Hour 100.0000 N Proj

SKID STEER LOADER, SIZE AS DIRECTED

9000-0014 S2 Hour 60.0000 N Proj

VERTICAL REACH MANLIFT, SIZE AS DIRECTED

July 30, 2026 11:45:02 AM Page 9 of 108

9000-0015 S2 Hour 200.0000 N Proj

HYDRAULIC EXCAVATOR, TRUCK OR CRAWLER MOUNTED, OVER A 350 (OVER 100,000 LBS), BUCKET AND

ATTACHMENTS

9000-0016 S2 Hour 35.0000 N Proj

60' REACH UNDER BRIDGE SNOOPER CRANE

9000-0017 S2 Hour 16.0000 N Proj

30 TON, 80' REACH CRANE

9000-0018 S2 Hour 16.0000 N Proj

50 TON, 80' REACH CRANE

9000-0019 S2 Hour 16.0000 N Proj

CONCRETE PUMP 3" LINE WITH MINIMUM 150' OF LINE

9000-0020 S2 Hour 16.0000 N Proj

1/2 CY PORTABLE CONCRETE MIXER

9000-0021 S2 Hour 200.0000 N Proj

5000 WATT GENERATOR WITH SMALL HAND TOOLS

9000-0022 S2 Hour 1,200.0000 N Proj

MOBILE PROJECT BOX TRUCK

9000-0023 C1, H, M2 Dollar 8,400.0000 $1.00 Y Proj

TEMPORARY WATER DIVERSION

9000-0029 S2 Dollar 793,006.0000 $1.00 Y Proj

UNFORESEEN EQUIPMENT, LABOR AND MATERIALS

9000-0031 C1 Hour 32.0000 N Proj

HI-LIFT, RUBBER TIRE OR CRAWLER TRACTOR - STANDBY, SIZE AS DIRECTED

9000-0032 C1 Hour 32.0000 N Proj

TRI-AXLE TRUCK, 10 CY STANDBY

9000-0033 S2 Hour 40.0000 N Proj

PICK-UP TRUCK, 3/4 TON, STANDBY

9000-0034 C1 Hour 240.0000 N Proj

HYDRAULIC EXCAVATOR, TRUCK OR CRAWLER MOUNTED, OVER A 350 (OVER 100,000 LBS), BUCKET AND

ATTACHMENTS - STANDBY

9000-0035 C1 Hour 240.0000 N Proj

HYDRAULIC EXCAVATOR, TRUCK OR CRAWLER MOUNTED, UP TO AND INCLUDING A 160 (UP TO 20,000 LBS), BUCKET

AND ATTACHMENTS - STANDBY

9000-0036 C1 Hour 240.0000 N Proj

HYDRAULIC EXCAVATOR, TRUCK OR CRAWLER MOUNTED, UP TO AND INCLUDING A 350 (20,000 TO 100,000 LBS), BUCKET AND ATTACHMENTS - STANDBY

9000-0037 C1 Hour 24.0000 N Proj

LOADER BACKHOE, RUBBER TIRE, SIZE AS DIRECTED - STANDBY

9000-0038 C1 Hour 40.0000 N Proj

SINGLE AXLE DUMP TRUCK, 5 CY CAPACITY - STANDBY

July 30, 2026 11:45:02 AM Page 10 of 108

9000-0039 S2 Hour 40.0000 N Proj

TANDEM AXLE FLATBED TRUCK - STANDBY

9000-0040 S2 Hour 240.0000 N Proj

COMPRESSOR, SIZE AS DIRECTED WITH MINIMUM 30' AIRHOSE, 3/4" AND MINIMUM OF TWO 15 - 90 LB PNUEMATIC

HAMMERS AS DIRECTED - STANDBY

9000-0041 S2 Hour 16.0000 N Proj

WELD TRUCK, STANDBY

9000-0042 S2 Hour 16.0000 N Proj

FLUSHER/VACUUM TRUCK, STANDBY

9000-0043 S2 Hour 64.0000 N Proj

SKID STEER LOADER, SIZE AS DIRECTED, STANDBY

9000-0044 S2 Hour 20.0000 N Proj

VERTICAL REACH MANLIFT, SIZE AS DIRECTED - STANDBY

9000-0046 S2 Hour 12.0000 N Proj

60' REACH UNDER BRIDGE SNOOPER CRANE, STANDBY

9000-0047 S2 Hour 12.0000 N Proj

30 TON, 80' REACH CRANE, STANDBY

9000-0048 S2 Hour 12.0000 N Proj

50 TON, 80' REACH CRANE, STANDBY

9000-0049 S2 Hour 12.0000 N Proj

CONCRETE PUMP 3" LINE WITH MINIMUM 150' OF LINE, STANDBY

9000-0050 S2 Hour 12.0000 N Proj

1/2 CY PORTABLE CONCRETE MIXER, STANDBY

9000-0051 S2 Hour 32.0000 N Proj

5000 WATT GENERATOR WITH SMALL HAND TOOLS, STANDBY

9000-0052 S2 Hour 128.0000 N Proj 3" Water Pump

9000-0053 S2 Hour 128.0000 N Proj 6” Water Pump

9000-0054 C Hour 96.0000 N Proj Compaction Equipment

9000-0055 S2 Hour 16.0000 N Proj Magnetic Drill

9000-0056 C1 Ton 200.0000 N Proj

ROCK, CLASS R-3, DELIVERY INCLUDED

9000-0057 C1 Ton 200.0000 N Proj

ROCK, CLASS R-4, DELIVERY INCLUDED

July 30, 2026 11:45:02 AM Page 11 of 108

9000-0058 C1 Ton 200.0000 N Proj

ROCK, CLASS R-5, DELIVERY INCLUDED

9000-0059 C1 Ton 200.0000 N Proj

ROCK, CLASS R-6, DELIVERY INCLUDED

9000-0060 C1 Ton 200.0000 N Proj

ROCK, CLASS R-7, DELIVERY INCLUDED

9000-0061 C1 Ton 200.0000 N Proj

ROCK, CLASS R-8, DELIVERY INCLUDED

9000-0070 S2 Hour 5,000.0000 N Proj

LABORER - REGULAR TIME

9000-0071 S2 Hour 320.0000 N Proj

LABORER - PREMIUM TIME

9000-0072 S2 Hour 1,200.0000 N Proj

FOREMAN - REGULAR TIME

9000-0073 S2 Hour 32.0000 N Proj

FOREMAN - PREMIUM TIME

9000-0074 S2 Hour 1,500.0000 N Proj

CARPENTER - REGULAR TIME

9000-0075 S2 Hour 40.0000 N Proj

CARPENTER - PREMIUM TIME

9000-0076 S Hour 120.0000 N Proj

CEMENT FINISHER - REGULAR TIME

9000-0077 S2 Hour 16.0000 N Proj

CEMENT FINISHER - PREMIUM TIME

9000-0078 S2 Hour 164.0000 N Proj

WELDER - REGULAR TIME

9000-0079 S2 Hour 16.0000 N Proj

WELDER - PREMIUM TIME

9000-0080 S2 Hour 80.0000 N Proj

IRON WORKER - REGULAR TIME

9000-0081 S2 Hour 8.0000 N Proj

IRON WORKER - PREMIUM TIME

9000-0082 S2 Hour 40.0000 N Proj

ENGINEER - REGULAR TIME

9000-0083 Q Hour 250.0000 N Proj

FLAGGER - REGULAR TIME

9000-0084 Q Hour 40.0000 N Proj

FLAGGER - PREMIUM TIME

July 30, 2026 11:45:02 AM Page 12 of 108

9000-0085 C, C1, S2, T1, T3 Hour 1,000.0000 N Proj

HEAVY EQUIPMENT OPERATOR - REGULAR TIME

9000-0086 C, C1, S2, T1, T3 Hour 24.0000 N Proj

HEAVY EQUIPMENT OPERATOR - PREMIUM TIME

9000-0094 Q Hour 64.0000 N Proj Shadow Vehicle

9000-0095 P8, Q Day 24.0000 N Proj

PORTABLE THREE LINE CHANGEABLE MESSAGE SIGN

9000-0096 Q Dollar 16,000.0000 $1.00 Y Proj

REQUIRED TRAFFIC CONTROL SIGNS AND DEVICES

9000-0097 Q Square Foot 500.0000 N Proj

ADDITIONAL TRAFFIC CONTROL SIGNS

9000-0098 Q Dollar 16,000.0000 $1.00 Y Proj

UNFORESEEN TRAFFIC CONTROL

9000-0099 Q Hour 40.0000 N Proj Portable Light Plant

9000-0100 X Dollar 12,500.0000 $1.00 Y Proj

RAILROAD INVOLVEMENT

9000-0101 C1, S5 Linear Foot 400.0000 N Proj

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9000-0102 Q Each 20.0000 N Proj

INSTALLATION AND REMOVAL TEMPORARY STEEL ROADWAY PLATE

9000-0106 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Fayette County SR 3005 DFB

9000-0107 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Fayette County SR 1039 DFB

9000-0108 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Fayette County SR 1058 DFB

9000-0109 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Greene County SR 1021 DFB

9000-0110 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Greene County SR 1008 DFB

9000-0111 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Greene County SR 0221 DFB

9000-0112 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Washington County SR 0331 DFB

9000-0113 F, J Dollar 150,000.0000 $1.00 Y Proj

July 30, 2026 11:45:02 AM Page 13 of 108

Site specific work at Washington County SR 4029 DFB

9000-0114 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Washington County SR 2053 DFB

9000-0115 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Westmoreland County SR 3063 DFB

9000-0116 F, J Dollar 150,000.0000 $1.00 Y Proj Site specific work at Westmoreland County SR 3081 DFB

9000-0117 F, J Dollar 150,000.0000 $1.00 Y Proj Site Specific work at Westmoreland County SR 2045 DFB

9000-0118 S4 Dollar 8,649.0000 $1.00 Y Proj

SAND BLASTING

9000-0119 X Dollar 30,000.0000 $1.00 Y Proj

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

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

July 30, 2026 11:45:02 AM Page 14 of 108

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:

July 30, 2026 11:45:02 AM Page 15 of 108

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

July 30, 2026 11:45:02 AM Page 16 of 108

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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

July 30, 2026 11:45:02 AM Page 17 of 108

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

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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

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

When a general or individual NPDES Permit is involved:

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

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

CCD.

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

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

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

July 30, 2026 11:45:02 AM Page 18 of 108 stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

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

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

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

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

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

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

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

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

608 MOBILIZATION

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

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

Certified Payroll Records

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

Material Certifications

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

As built drawings for Design/Build projects

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

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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

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

July 30, 2026 11:45:02 AM Page 19 of 108

Special Provision: C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

Addendum:

CHANGES TO SPECIFICATIONS : APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

Provision Body:

APPENDIX C—DESIGNATED SPECIAL PROVISIONS. Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISIONS

General: This appendix to Publication 408 contains standard required provisions. The Contractor shall comply with the below appendices, as applicable.

Standard Documents: Designated Special Provisions (DSPs) that are referenced in this Appendix are:

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects. This provision is applicable to contracts funded with state funds, without federal funds.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects. This provision is applicable to any Federally-funded (in part or whole) contract for a construction project.

DSP8. F. A. R.—Required Contract Provisions Federal-Aid Construction Contracts – FHWA-1273 (Revised October 23, 2023). See attachments to the Proposal. This provision is applicable to any federally funded (in part or whole) contract for a construction project.

DSP9. Special Supplement—Anti-Pollution Measures – August 26, 1999. This provision is applicable to all contracts.

DSP12. Executive Order 11246, with Appendices A and B. This provision is applicable to contracts with federal funds (in part or whole).

DSP13. Buy America. This provision is applicable to contracts with federal funds (in part or whole, and to state-funded projects when any federal funds were allocated at any phase of the work on the overall-project but not under the current contract (for example, design), even if the construction contract is 100% state-funded.

DSP15. Commonwealth Standard Terms and Conditions. This provision is applicable to all contracts.

DSP16. Lobbying Certification Form. This provision is applicable to contracts with federal funds and a contract amount $100,000 or greater. If applicable, the Contractor shall complete this form and return it to PennDOT during contract execution. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause. This provision is applicable to contracts with federal funds. As used in this DSP, “[Name of Subrecipient]” refers to the Contractor.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances. This provision is applicable to contracts with federal funds. The Contractor’s signature on an agreement will be deemed a signature on this exhibit.

As used in this DSP, the term “Subrecipient” refers to the Contractor.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities. This provision is applicable to contracts with federal funds (in part or whole).

July 30, 2026 11:45:02 AM Page 20 of 108

• APPENDIX C—DESIGNATED SPECIAL PROVISION 20 (DSP20) FAR 52.240-1 - PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024). Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISION 20 (DSP20)

FAR 52.240-1 -PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED

BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024)

(a) Definitions. As used in this clause—

American Security Drone Act-covered foreign entity means an entity included on a list developed and maintained by the Federal Acquisition Security Council (FASC) and published in the System for Award Management (SAM) at https://www.sam.gov (section 1822 of the National Defense Authorization Act for Fiscal Year 2024, Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

FASC-prohibited unmanned aircraft system means an unmanned aircraft system manufactured or assembled by an American Security Drone Act-covered foreign entity.

Unmanned aircraft means an aircraft that is operated without the possibility of direct human intervention from within or on the aircraft (49 U.S.C. 44801(11)).

Unmanned aircraft system means an unmanned aircraft and associated elements (including communication links and the components that control the unmanned aircraft) that are required for the operator to operate safely and efficiently in the national airspace system (49 U.S.C. 44801(12)).

(b) Prohibition. The Contractor is prohibited from—

(1) Delivering any FASC-prohibited unmanned aircraft system, which includes unmanned aircraft (i.e., drones) and associated elements (sections 1823 and 1826 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.);

(2) On or after December 22, 2025, operating a FASC-prohibited unmanned aircraft system in the performance of the contract (section 1824 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.); and

(3) On or after December 22, 2025, using Federal funds for the procurement or operation of a FASC-prohibited unmanned aircraft system (section 1825 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

(c) Procedures. The Contractor shall search SAM at https://www.sam.gov for the FASC-maintained list of American Security Drone Act-covered foreign entities prior to proposing, or using in performance of the contract, any unmanned aircraft system. Additionally, the Contractor shall ensure any effort or expenditure associated with a FASC-prohibited unmanned aircraft system is consistent with a corresponding exemption, exception, or waiver determination expressly stated in the contract.

(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial products or commercial services.

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

July 30, 2026 11:45:02 AM Page 21 of 108

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 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

July 30, 2026 11:45:02 AM Page 22 of 108 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. At least two of the following construction operations must be indicated in areas included in ride-quality lot measurements:

Profile milling as specified in Section 492.

Asphalt Base course.

Asphalt Scratch course.

Asphalt Leveling course.

Asphalt Binder course.

Asphalt Wearing course.

In the presence of the Representative, measure the pavement surface profile according to PTM No. 428. Provide daily calibration results to the Representative before taking any measurements. Provide the raw unfiltered data files and a summary printout of the resultant International Roughness Index (IRI) data and Mean Roughness Index (MRI) values to the Representative within 24 hours of taking measurements. The Representative will determine payment for each ride-quality lot based on the MRI.

Measure the pavement surface of the following excluded areas separate from the pavement surface profile of ride-quality lots. The Representative will not include measurements from excluded areas to determine lot incentive payment.

Pavement surfaces not constructed as a full-depth overlay, as indicated, such as the vertical transition areas at the limits of paving and at the approaches to bridges.

Bridge decks unless overlaid.

Ramps less than 1,500 feet in length and less than 12 feet wide.

Tapered pavements.

Shoulders, medians, and other pavement surfaces indicated.

Pavement from 5 feet before and up to 5 feet after any appurtenances such as water boxes, manholes, railroad tracks, and inlets extending out into the pavement.

Partial lots less than 100 feet

Roadways with a posted speed limit of 40 miles per hour or lower.

(b) Lot Size. A full lot is 528 feet of a single pavement lane. The Representative will designate lots starting at the beginning limit of paving and continuing to the ending limit of paving for each pavement lane and ramp that is 12 feet or wider. Do not include the length of excluded areas in the 528-foot lot.

July 30, 2026 11:45:02 AM Page 23 of 108

The Representative will designate a partial lot at the ending limit of paving and at an excluded area, when the lot length is less than 528 feet. The Representative will evaluate a partial lot as a percentage of a full lot.

Section 404.3(a) Equipment and Operator. Revise to read as follows:

(a) Equipment and Operator. Provide pavement surface profile measuring equipment that has been verified by the Department according to PTM No. 428. In the presence of the Representative, calibrate the distance sensor and check the profile system calibration before each day’s testing.

Provide an operator that is Department certified according to PTM No. 428. The operator must carry their valid PennDOT certification card during pavement surface profiling.

Section 404.3(b) Testing. Revise to read as follows:

(b) Testing.

1. Lots. Provide the traffic control and station marking necessary to accommodate testing. Remove objects and equipment from the surface and sweep the surface as necessary to remove debris. For projects identified for verification as specified in Section 404.3(f), identify and delineate the profiling limits and excluded areas on the day of the verification. The Representative will verify the profiling limits are correct. Use traffic cones with reflective tape and reflective tape on the pavement at the beginning and end of each lane and excluded areas for triggering the start and stop locations of the profiler. In the presence of the Representative, determine the pavement surface profile for each lot according to PTM No. 428.