PROPOSAL Report - Project 116560

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PROPOSAL REPORT

Project: 116560 Bid

Package: 1

Current Let: 06/18/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 11 County: Lawrence

SR/SEC/

Group ID: 422/0/---

Description

SR 422, Benjamin Franklin Hwy

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 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 G312A - a00312 Road Users Liquidated Damages (RULD) G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment G35651B - a35650 Final Structure Files 00 - a35655 Notice to Contractor G35565B - a35660 Requirements for Department Policies Special Provision G35721E - a35665 Resetting Segment Markers G35566A - a35670 Unmanned Aircraft System (UAS) Requirements S1050D - b01050 Section 105.14 - Borrow Areas, Waste Areas and Staging and Storing Areas P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

00 - b01085 Section 108.05(c)5 Material Transfer Vehicle (MTV) S501A - b0501A Sections 501, 704 and 1042 - Concrete Wearing Surfaces SRL-H S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S9001D - b09001D Section 901 S1001A - b1001a Section 1001 - Cement Concrete Structures S1040A - b1040a Sections 1040, 1042 and 1090 Cleaning and Preparing Repair Areas 00 - c03130 Item 4313-0537 - Superpave Asphalt Mixture Design, Base Course, PG 64S-22, 3 to < 10 Modified

00 - c03160 Item 4316-0537 - Superpave Asphalt Mixture Design, Flexible Base Replacement, Modified

00 - c04913 Items 4491-0013/0019 - Milling of Asphalt Pavement Surface 00 - c05041 Item 4504-0001 - Pavement Relief Joint Modified I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06190 Item 4619-0459 - Permanent Impact Attenuating Device, Type III, Test Level 3, Modified.. 60 00 - c06231 Item 4623-0301 - Concrete Median Barrier, F-Shape, 32" Height Modified I8021A - c08021 Item 4802-0001 - Topsoil Furnished and Placed Modified

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00 - c09530 Item 4953-0405 - Radio Communication System Modified 00 - c09560 Item 4956-0601 - Radar Detector Modified 00 - c10141 Item 5014-0001 - Steel Bridge Railing Modified 00 - c10901 Item 5090-1017 - Neoprene Strip Seal Gland Replacement Modified I19992A - c19992 ITEM 1999-9999 - TRAINEES 00 - c90001 Item 9000-0001 - Transverse Joint Repair 00 - c90002 Item 9000-0002 - Longitudinal Joint Repair 00 - c90010 Item 9000-0010 - Cleaning of Existing Shoulders 00 - c90020 Item 9000-0020 - Remove Existing Railroad Ties 00 - c90026 Item 9000-0026 - Asphalt Driveway Adjustment 00 - c90027 Item 9000-0027 - Asphalt Driveway Reconstruction 00 - c90030 Item 9000-0030 - Thrie-Beam Guide Rail to Existing Bridge Barrier with Railing Transition

00 - c90051 Item 9000-0051 - Traffic Signal Supports 00 - c90052 Item 9000-0052 - Removal of Existing Traffic Signal Equipment 00 - c90053 Item 9000-0053 - Relocate Existing Radar Detection System 00 - c90100 Item 9000-0100 - Stream Control 00 - c90101 Item 9000-0101 - Intrusion Grout Bag 00 - c90102 Item 9000-0102 - Clean and Flush Bridge Deck and Drainage Systems 00 - c90103 Item 9000-0103 - Bridge Barrier and Joint Sealing 00 - c90104 Item 9000-0104 - Install Missing Sign Asset Tag Column I90250A - c90250 D11 Item 9000-0250 - Locate Existing Underground Facilities 00 - c92051 Item 9000-2051 - Selected Borrow Excavation, PTM 510 Rock I68C - c95101 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c95103 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

00 - c96056 Items 9000-6056/6057 - Core Hole in Inlet Box 00 - c96131 Item 9000-6131 - Stone Inlet Protection I99002B - c99002 Item 9000-9002 - Repair Deteriorated Concrete 00 - c99003 Item 9000-9003 - Repair Deteriorated Concrete on Deck Underside I9011B - c99011 D11 Item 9000-9011 - Off-Duty Uniformed Police Officer I1B - c99013 Items 9000-9012/9013 - 4" Temporary Shadow Line Pavement Markings 00 - c99601 Item 9960-0003 - White Hot Thermoplastic Legend, "Four-Way Intersection Ahead"

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BID PACKAGE SUMMARY

Project: 116560 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: 06/18/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99 Anticipated NTP: 08/03/2026 Structure Work: 4.00%

Required Completion: 01/05/2029 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows:For the milling and resurfacing of asphalt pavement, as directed base repairs, minor structure work, guide rail, drainage, signing and pavement markings, traffic signal upgrades, and other miscellaneous construction as indicated on the approved drawings for STATE ROUTE 422 SECTION L39 in LAWRENCE COUNTY, SHENANGO and SLIPPERY ROCK TOWNSHIPS, Commonwealth of Pennsylvania.This project being situated as follows: From a point approximately 1635 feet east of Willowbrook Road at Segments 0404/0405, Offsets 1049/1134 (Station 161+23) to the Butler County line at Segments 0550/0551, Offsets 1121/1141 (Station 542+12).

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

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 3,068.0000 N

CLASS 1 EXCAVATION

0204-0001 C1, H Cubic Yard 7.0000 N

CLASS 2 EXCAVATION

0204-0010 C1, H Linear Foot 1,225.0000 N

CLEANING EXISTING DITCHES EXCAVATION

0205-0264 C1 Cubic Yard 1.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0364 C1 Ton 29.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0381 C1 Ton 69.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0385 C1 Ton 59.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0205-0390 C1 Ton 108.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A

0208-0001 C Hour 20.0000 N

SPECIAL ROLLING

0208-0002 C1 Cubic Yard 480.0000 N

EXCAVATION/BACKFILL/COMPACTION

0212-0014 C3, H, M2 Square Yard 2,498.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 480.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0213-0002 Z Dollar 1,500.0000 $1.00 Y

TEMPORARY PROJECT AIR POLLUTION CONTROL

0220-0010 K1 Cubic Yard 1.0000 N

FLOWABLE BACKFILL, TYPE B

4313-0537 E Ton 34.0000 N Proj SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX MODIFIED

0316-0537 E, F1 Ton 2,474.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX

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4316-0537 E, F1 Ton 6,615.0000 N Proj

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX MODIFIED

0404-0012 X Dollar 66,770.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

0413-0286 F Square Yard 69,399.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-L

0413-0387 F Square Yard 157,431.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-E

0413-1029 F Ton 8,194.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM

MIX, SRL-L

0413-7019 F Ton 28,357.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM

MIX

0413-9999 X Dollar 94,973.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0450-1521 F1 Ton 25.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, MANUAL PATCHING, PG 64S-22, 3 TO < 10 MILLION

ESALS, 9.5 MM MIX, SRL-E

0460-0003 F4 Square Yard 553,608.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0002 F4 Gallon 6,330.0000 N

ASPHALT PRIME COAT

0467-0004 F2 Linear Foot 5,260.0000 N

HEAVY DUTY MEMBRANES 24" WIDTH

4491-0013 F3 Square Yard 53,592.0000 N Proj MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR MODIFIED

4491-0019 F3 Square Yard 173,238.0000 N Proj

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

MODIFIED

4504-0001 G1, G4 Linear Foot 96.0000 N Proj

PAVEMENT RELIEF JOINT MODIFIED

0512-0001 G1, G4 Linear Foot 504.0000 N

LONGITUDINAL JOINT CLEANING AND SEALING

0515-0001 G1, G4 Linear Foot 35,738.0000 N

SAWING AND SEALING OF ASPHALT OVERLAYS

0516-2007 G1, G4 Linear Foot 2,564.0000 N

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PATCHING JOINT

0516-2009 G1, G4 Linear Foot 744.0000 N

NEW PAVEMENT JOINT, NON-SKEWED

0516-2021 C1, E, G1 Cubic Yard 463.0000 N

SUBBASE MATERIAL FOR CONCRETE PAVEMENT PATCHING

0516-2033 G1 Square Yard 516.0000 N

CONCRETE PAVEMENT PATCHING, TYPE A, 9" DEPTH

0516-2034 G1 Square Yard 414.0000 N

CONCRETE PAVEMENT PATCHING, TYPE A, 10" DEPTH

0516-2036 G1 Square Yard 570.0000 N

CONCRETE PAVEMENT PATCHING, TYPE A, 12" DEPTH

0516-2043 G1 Square Yard 338.0000 N

CONCRETE PAVEMENT PATCHING, TYPE B, 9" DEPTH

0516-2044 G1 Square Yard 140.0000 N

CONCRETE PAVEMENT PATCHING, TYPE B, 10" DEPTH

0516-2046 G1 Square Yard 354.0000 N

CONCRETE PAVEMENT PATCHING, TYPE B, 12" DEPTH

0601-5901 H1 Linear Foot 303.0000 N

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

0605-1300 C1, H1 Each 57.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2701 K Each 56.0000 N

BICYCLE SAFE INLET GRATE

0605-2730 K Set 2.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 10.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2741 K Set 8.0000 N

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 3.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0606-0050 C1, K Set 2.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0607-0013 K Vertical Foot 28.0000 N

REBUILT INLET BOX

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

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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

0613-0001 C1, H Cubic Yard 45.0000 N

STONE BACKFILL FOR MISCELLANEOUS DRAINAGE

0619-0459 J1, J3 Each 98.0000 N

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

4619-0459 J1, J3 Each 1.0000 N Proj PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH) MODIFIED

0619-0744 J3 Each 1.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST LEVEL 3, MASH, WIDTHS LESS THAN OR EQUAL TO 36

INCHES

0620-0503 C1, J Linear Foot 26,578.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0872 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1600 J Linear Foot 20,780.0000 N

TYPE 31-S GUIDE RAIL

0620-1625 J Linear Foot 75.0000 N

TYPE 31-SC GUIDE RAIL

0620-1635 J Linear Foot 688.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1680 J Linear Foot 175.0000 N

TYPE 31-S GUIDE RAIL TO TYPE 31-SCC GUIDE RAIL TRANSITION

0623-0275 J1 Linear Foot 11.0000 N

REMOVAL OF EXISTING CONCRETE MEDIAN BARRIER

4623-0301 J1 Linear Foot 11.0000 N Proj

CONCRETE MEDIAN BARRIER, F-SHAPE, 32" HEIGHT MODIFIED

0630-0041 K Linear Foot 288.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0659-0001 F4 Square Yard 3,007.0000 N

HIGH FRICTION SURFACE TREATMENT (HFST)

0660-0002 F3 Linear Foot 75,779.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2

0660-0003 F3 Linear Foot 75,779.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

0677-0001 C1, E Cubic Yard 134.0000 N

SELECTED MATERIAL SURFACING

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0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 5,000.0000 $1.00 Y

INTERNAL FACILITATION

0703-0020 C1, H Cubic Yard 2,018.0000 N

NO. 1 COARSE AGGREGATE

0703-0024 C1, H Cubic Yard 23.0000 N

NO. 2A COARSE AGGREGATE

4802-0001 C1, M Cubic Yard 1,840.0000 N Std

TOPSOIL FURNISHED AND PLACED MODIFIED

0804-0025 M3 Pound 333.0000 N

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

0804-0027 M3 Pound 50.0000 N

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

0810-0026 M1 Linear Foot 1,233.0000 N

TREE TRIMMING TO A MAX HEIGHT OF 20'

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0851-0001 C1 Each 1.0000 N

ROCK ENERGY DISSIPATOR

0860-0000 M2 Each 25.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 25.0000 N

INLET FILTER BAG FOR TYPE S INLET

0867-0012 M2 Linear Foot 150.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 15.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 15.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 50.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 228,000.0000 N

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4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0331 O Linear Foot 228,000.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0910-2014 P8 Each 1.0000 N

20-FOOT BRACKET ARM

0910-5171 C1, P8 Linear Foot 200.0000 N

1" EXPOSED CONDUIT

0910-5179 C1, P8 Linear Foot 150.0000 N

3" EXPOSED CONDUIT

0930-0004 R Square Foot 342.0000 N

POST MOUNTED SIGNS, TYPE A

0931-0003 R Square Foot 790.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0934-0002 R Square Foot 25.0000 N

POST MOUNTED SIGNS, TYPE E

0935-0001 R Square Foot 203.0000 N

POST MOUNTED SIGNS, TYPE F

0935-0360 P8 Each 2.0000 N

LED BORDER LIT SIGN

0936-0200 R Square Foot 44.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0106 J, R Each 374.0000 N

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

0937-0113 J, R Each 374.0000 N

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

0937-0201 J1, R Each 28.0000 N

BARRIER MOUNTED DELINEATOR, SIDE-MOUNT TYPE R, (W/B)

0937-0211 J1, R Each 28.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE S, (W/B)

0937-0330 R Each 550.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0337 R Each 75.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH RED/WHITE SHEETING

0950-0002 P Dollar 20,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-4020 P Each 5.0000 N

PEDESTRIAN STUB POLE

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0952-1021 P Each 1.0000 N

NEMA TS-1 CONTROLLER ASSEMBLY, TYPE 2 MOUNTING

4953-0405 P Lump Sum 1.0000 N Proj

RADIO COMMUNICATIONS SYSTEM MODIFIED

0954-0011 P8 Linear Foot 600.0000 N

1 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 160.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0201 P8 Linear Foot 1,700.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 2,000.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 1,000.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0402 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE B

0955-3208 P Each 6.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 4.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3722 P Each 6.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0500 P Each 6.0000 N

PEDESTRIAN PUSH BUTTON

4956-0601 P Each 2.0000 N Proj

RADAR DETECTOR MODIFIED

0960-0002 O2 Linear Foot 75,779.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 75,779.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0008 O2 Linear Foot 2,440.0000 N

8" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 4,020.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 9,293.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 32.0000 N

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

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0960-0143 O2 Each 2.0000 N

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

0960-0222 O2 Each 4.0000 N

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

0960-0224 O2 Each 134.0000 N

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

0960-0233 O2 Each 3.0000 N WHITE HOT THERMOPLASTIC LEGEND, "LANE REDUCTION TRANSITION ARROW - LEFT T LANE", 18' - 0" X 5' - 6"

0963-0001 O2, O3 Square Foot 192,358.0000 N

PAVEMENT MARKING REMOVAL

0966-0011 O1 Each 800.0000 N

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

0966-0017 O1 Each 450.0000 N

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

0966-0018 O1 Each 225.0000 N

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

5014-0001 J2, S4 Linear Foot 25.0000 N Proj

STEEL BRIDGE RAILING MODIFIED

1040-0002 S9 Square Foot 25.0000 N

CONCRETE BRIDGE DECK REPAIR, TYPE 2

1040-0200 S9 Square Foot 30.0000 N

CONCRETE BRIDGE BARRIER REPAIR, TYPE 2

1090-1017 T5 Linear Foot 174.0000 N

NEOPRENE STRIP SEAL GLAND REPLACEMENT

5090-1017 T5 Linear Foot 58.0000 N Proj

NEOPRENE STRIP SEAL GLAND REPLACEMENT MODIFIED

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

9000-0001 G1, G4 Square Yard 4,934.0000 N Proj

TRANSVERSE JOINT REPAIR

9000-0002 F1, F2 Square Yard 500.0000 N Proj

LONGITUDINAL JOINT REPAIR

9000-0010 C1 Linear Foot 7,322.0000 N Proj

CLEANING OF EXISTING SHOULDERS

9000-0020 X Dollar 1.0000 $1.00 Y Proj

REMOVE EXISTING RAILROAD TIES

9000-0026 F, F1 Square Yard 3,069.0000 N Proj

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ASPHALT DRIVEWAY ADJUSTMENT

9000-0027 E, F Square Yard 523.0000 N Proj

ASPHALT DRIVEWAY RECONSTRUCTION

9000-0030 J Each 4.0000 N Proj

THRIE-BEAM GUIDE RAIL TO EXISTING BRIDGE BARRIER WITH RAILING TRANSITION

9000-0051 P Lump Sum 1.0000 N Proj

TRAFFIC SIGNAL SUPPORTS

9000-0052 P Lump Sum 1.0000 N Proj

REMOVAL OF EXIST TRAFFIC SIGNAL EQUIPMENT

9000-0053 P Lump Sum 1.0000 N Proj

RELOCATE EXISTING RADAR DETECTION SYSTEM

9000-0100 C1, M2 Lump Sum 1.0000 N Proj

STREAM CONTROL

9000-0101 M2 Cubic Foot 30.0000 N Proj

INTRUSION GROUT BAG

9000-0102 S2, T7 Lump Sum 1.0000 N Proj

CLEAN AND FLUSH BRIDGE DECK AND DRAINAGE SYSTEMS

9000-0103 S2 Square Yard 603.0000 N Proj

BRIDGE BARRIER AND JOINT SEALING

9000-0104 R1 Each 1.0000 N Proj

INSTALL MISSING SIGN ASSET TAG COLUMN

9000-0250 C1, P8 Dollar 5,000.0000 $1.00 Y Std

LOCATE EXISTING UNDERGROUND FACILITIES

9000-2051 C1 Ton 103.0000 N Proj

SELECTED BORROW EXCAVATION, PTM 510 ROCK

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

9000-6056 K Each 5.0000 N Proj

CORE HOLE IN INLET BOX, 4" TO 12" DIAMETER

9000-6057 K Each 4.0000 N Proj

CORE HOLE IN INLET BOX, 15" TO 24" DIAMETER

9000-6131 K Each 12.0000 N Proj

STONE INLET PROTECTION

9000-9002 S2 Cubic Foot 454.0000 N Std

REPAIR DETERIORATED CONCRETE

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9000-9003 S2 Cubic Foot 540.0000 N Proj

REPAIR DETERIORATED CONCRETE ON DECK UNDERSIDE

9000-9011 X Dollar 10,000.0000 $1.00 Y Std

OFF DUTY UNIFORMED POLICE OFFICER

9000-9012 O Linear Foot 37,890.0000 N Std

4" TEMPORARY SHADOW LINE PAVEMENT MARKINGS, PAINT AND BEADS, YELLOW

9000-9013 O Linear Foot 37,890.0000 N Std

4" TEMPORARY SHADOW LINE PAVEMENT MARKINGS, PAINT AND BEADS, WHITE

9960-0003 O2 Each 4.0000 N Proj

WHITE HOT THERMOPLASTIC LEGEND, "FOUR-WAY INTERSECTION AHEAD"

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SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

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

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

May 21, 2026 15:36:14 PM Page 16 of 90

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

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

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

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

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

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

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

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

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

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

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

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

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

May 21, 2026 15:36:14 PM Page 17 of 90

Header:

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

May 21, 2026 15:36:14 PM Page 18 of 90

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

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

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

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

May 21, 2026 15:36:14 PM Page 19 of 90 be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

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

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

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

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

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

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

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

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

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

608 MOBILIZATION

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

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

Certified Payroll Records

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

Material Certifications

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

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As built drawings for Design/Build projects

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

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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

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

Special Provision: 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.

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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).

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

May 21, 2026 15:36:14 PM Page 22 of 90 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

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, May 21, 2026 15:36:14 PM Page 23 of 90 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 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.