841573padot109356.pdf

PROPOSAL Report - Project 109356

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PROPOSAL REPORT

Project: 109356 Bid

Package: 1

Current Let: 10/01/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 11 County: Beaver

SR/SEC/

Group ID: 68/B44/Midland Beaver Road

Description

Design activities are limited to: Concrete curb ramps

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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 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 ... 45 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G312A - a00312 Road Users Liquidated Damages (RULD) G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS G1601A - a01601 E.E.O. COVERED AREA G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS G2201A - a02201 RAILROAD COMPANY CONTACT PERSON 00 - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (3rd Party Flagging Direct Hire)

G2302A - a02302 Worker Protection and Investment 00 - a10800 General Requirements - Railroad - Norfolk Southern D29890C - a29890 SPECIAL BIDDING – DESIGN-BUILD G35651B - a35550 Final Structure Files 00 - a35555 Notice to Contractor G35565B - a35560 Requirements for Department Policies Special Provision G35721E - a35565 Resetting Segment Markers G35566A - a35570 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

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 - c04919 Items 4491-0017 Thru 0019 - Milling of Asphalt Pavement Surface Modified

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I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06202 Item 4620-2010 - Thrie-Beam Guide Rail to Concrete Bridge Barrier Transition Modified . 100 00 - c06761 Item 4676-0001 - Cement Concrete Sidewalk Modified I1B - c09551 Item 4955-3208 - Vehicular Signal Head, Three 12" Sections Modified I49566B - c09566 Item 4956-0601 - Radar Detector Modified 00 - c09586 Item 4958-0460 - Residential Driveway Temporary Signal, Modified I19992A - c19992 ITEM 1999-9999 - TRAINEES D1072A - c89111 ITEM 8911-0001 - UTILITY RELOCATION INFORMATION FOR DESIGN/BUILD

PROJECTS

00 - c90001 Item 9000-0001 - Thrie-Beam to F-Shape Barrier Transition 00 - c90002 Item 9000-0002 - Accelerated Plain Cement Concrete Pavement 00 - c90003 - Item 9000-0003 - Selective Tree Trimming and Removal 00 - c90004 Item 9000-0004 - Maintenance of Project 00 - c90005 Item 9000-0005 - Cleaning, Video Inspection, and Unforeseen Repairs of Drainage System

I90008A - c90006 Item 9000-0006 - Concrete Pipe Collar 00 - c90007 Items 9000-0007 - White Hot Thermoplastic Legend, Four-Way Intersection Ahead 00 - c90008 Item 9000-0008 - Shortened Thrie-Beam to F-Shape Barrier Transition 00 - c90009 Item 9000-0009 - Structure Mounted Guide Rail 00 - c90050 Item 9000-0050 - Accelerated Expansion Dam Replacement, 5" Movement 00 - c90051 Item 9000-0051 - Bridge Barrier and Joint Sealing 00 - c90052 Items 9000-0052/0053 - Expansion Dam Underdeck Protective Shielding 00 - c90054 Item 9000-0054 - Clean and Flush Scuppers 00 - c90060 Item 9000-0060 - Stream Control 00 - c90061 Item 9000-0061 - Intrusion Grout Bags I90250A - c90250 D11 Item 9000-0250 - Locate Existing Underground Facilities 00 - c90351 Item 9000-0351 - Direct Hire for Protective Services (Flagging) for Norfolk Southern 00 - c90515 Item 9000-5001 - Design of Concrete Curb Ramps (By Quadrant) I68C - c95101 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

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

CONSTRUCTION CONCRETE

I95121A - c95121 Item 9000-5121 - Joint Cleaning and Sealing of Mountable Curb I6061A - c96061 D11 Item 9000-6061 - Grade Adjustment of Municipality's Existing Valve Box, Adjustment Only

I6063A - c96063 Item 9000-6063 - Grade Adjustment of Municipality's Existing Manholes, Adjustment Only

I9011B - c99011 D11 Item 9000-9011 - Off-Duty Uniformed Police Officer I1B - c99013 Items 9000-9012/9013 - 4" Temporary Shadow Line Pavement Markings

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BID PACKAGE SUMMARY

Project: 109356 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: 10/01/2026 11:00:00 AM Project Cost Range: $20,000,000.00 - $24,999,999.99 Anticipated NTP: 11/16/2026 Structure Work: 18.00%

Required Completion: 11/21/2028 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: This is a Partial Design Build project. Design activities are limited to: concrete curb ramps.For the asphalt milling and resurfacing, bridge and culvert preservations, drainage, guide rail, traffic signals, signing, pavement markings, and other miscellaneous construction, all within a length of 38,642 linear feet (7.32 miles), as indicated on the approved drawings included in the bid package for STATE ROUTE 68 SECTION B44, in BEAVER COUNTY, MIDLAND and INDUSTRY BOROUGHS, and VANPORT TOWNSHIP, Commonwealth of Pennsylvania.This project being situated as follows:From approximately 75 feet west of 12th Street at Segment 0100 Offset 0000 (Station 220+92) to the interchange with SR 376 at Segment 0280 Offset 0250 (Station 608+15).

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

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

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0203-0001 C Cubic Yard 3,362.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 13,195.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 145.0000 N

CLASS 2 EXCAVATION

0204-0100 C1, S1, T1 Cubic Yard 2.0000 N

CLASS 3 EXCAVATION

0205-0100 C1 Cubic Yard 113.0000 N

FOREIGN BORROW EXCAVATION

0205-0364 C1 Ton 120.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0381 C1 Ton 223.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0385 C1 Ton 129.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0212-0001 C3, H, M2 Linear Foot 10,330.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 264.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 101.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0313-0437 E Ton 293.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0316-0437 E, F1 Ton 856.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0

MM MIX

0350-0106 C, E Square Yard 264.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0121 C, E Ton 2,186.0000 N

SUBBASE (NO. 2A)

0404-0012 X Dollar 102,000.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

0413-0524 F Square Yard 118,389.0000 N

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SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-H

0413-0527 F Square Yard 55,926.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-L

0413-7021 F Ton 29,120.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64E-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM

MIX

0413-9999 X Dollar 152,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0450-1412 F1 Ton 20.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, MANUAL PATCHING, PG 64S-22, 0.3 TO < 3 MILLION

ESALS, 12.5 MM MIX, SRL-H

0460-0003 F4 Square Yard 347,669.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0002 F4 Gallon 2,645.0000 N

ASPHALT PRIME COAT

0491-0013 F3 Square Yard 2,304.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4491-0017 F3 Square Yard 12,268.0000 N Proj MILLING OF ASPHALT PAVEMENT SURFACE, 4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR MODIFIED

0491-0018 F3 Square Yard 55,796.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4491-0018 F3 Square Yard 85,842.0000 N Proj MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR MODIFIED

4491-0019 F3 Square Yard 17,847.0000 N Proj

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

MODIFIED

0501-0082 G Square Yard 1,400.0000 N

ACCELERATED PLAIN CEMENT CONCRETE PAVEMENT, 10" DEPTH

0501-0115 G Square Yard 649.0000 N

H.E.S. PLAIN CEMENT CONCRETE PAVEMENT, VARIABLE DEPTH

0504-0001 G1, G4 Linear Foot 259.0000 N

PAVEMENT RELIEF JOINT

0516-2007 G1, G4 Linear Foot 2,230.0000 N

PATCHING JOINT

0516-2009 G1, G4 Linear Foot 689.0000 N

NEW PAVEMENT JOINT, NON-SKEWED

0516-2021 C1, E, G1 Cubic Yard 131.0000 N

SUBBASE MATERIAL FOR CONCRETE PAVEMENT PATCHING

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0516-3031 G1 Square Yard 202.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 7" DEPTH

0516-3032 G1 Square Yard 1,178.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 8" DEPTH

0516-3034 G1 Square Yard 38.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 10" DEPTH

0516-3041 G1 Square Yard 61.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE B, 7" DEPTH

0516-3042 G1 Square Yard 736.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE B, 8" DEPTH

0601-5901 H1 Linear Foot 12,000.0000 N

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

0601-7505 H Linear Foot 40.0000 N

12" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, SHORE/TRENCH BOX

0601-7511 H Linear Foot 2,404.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7517 H Linear Foot 550.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7528 H Linear Foot 252.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7710 H Linear Foot 1,600.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 3' FILL, SHORE/TRENCH BOX

0601-7718 H Linear Foot 650.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 15' - 3' FILL, SHORE/TRENCH BOX

0601-7727 H Linear Foot 300.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 15' - 3' FILL, SHORE/TRENCH BOX

0605-1300 C1, H1 Each 57.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2701 K Each 36.0000 N

BICYCLE SAFE INLET GRATE

0605-2731 K Set 13.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2741 K Set 21.0000 N

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 11.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-5731 K Set 5.0000 N

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

0605-5751 K Set 16.0000 N TYPE C ALTERNATE CONCRETE TOP UNIT, 8" CURB HEIGHT, TYPE C FRAME AND BICYCLE SAFE GRATE

0606-0050 C1, K Set 20.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0607-0013 K Vertical Foot 100.0000 N

REBUILT INLET BOX

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 10,000.0000 N

6" PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 330.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 500.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0066 C1, H2, R Each 5.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 34.0000 N

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

0620-0400 J Each 7.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 12,766.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0575 J Linear Foot 125.0000 N

GUIDE RAIL ELEMENT

0620-0872 J Each 8.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1050 J Linear Foot 13.0000 N

TYPE 2-WC GUIDE RAIL

0620-1400 J Linear Foot 13.0000 N

TYPE 2-WCC GUIDE RAIL

0620-1600 J Linear Foot 12,988.0000 N

TYPE 31-S GUIDE RAIL

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0620-1601 J Linear Foot 350.0000 N

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

0620-1602 J Linear Foot 325.0000 N

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

0620-1625 J Linear Foot 100.0000 N

TYPE 31-SC GUIDE RAIL

0620-1635 J Linear Foot 75.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1660 J Each 1.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 4.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

4620-2010 J Each 1.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB MODIFIED

0623-0285 J1 Linear Foot 192.0000 N

REMOVAL OF EXISTING SINGLE FACE CONCRETE BARRIER

0623-0402 J1 Linear Foot 350.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT, WITH FILL

0630-0025 K Linear Foot 510.0000 N

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

0630-0035 K Linear Foot 290.0000 N

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

0630-0041 K Linear Foot 32.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0630-0045 K Linear Foot 387.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

0643-0010 J1 Linear Foot 1,181.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0644-0010 J1 Linear Foot 1,181.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT, RESET

0660-0001 F3 Linear Foot 32,950.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 1

0660-0004 F3 Linear Foot 77,975.0000 N

MILLED ASPHALT PAVEMENT EDGELINE RUMBLE STRIPS

0660-0006 F3 Linear Foot 150.0000 N

MILLED CONCRETE PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 1

0660-0009 F3 Linear Foot 710.0000 N

MILLED CONCRETE PAVEMENT EDGELINE RUMBLE STRIPS

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4676-0001 K Square Yard 84.0000 N Proj

CEMENT CONCRETE SIDEWALK MODIFIED

0676-0004 K Square Yard 30.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0677-0001 C1, E Cubic Yard 138.0000 N

SELECTED MATERIAL SURFACING

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 1,000.0000 $1.00 Y

INTERNAL FACILITATION

E 0695-0002 K Square Foot 22.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 22.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0004 K Square Foot 22.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0802-0001 C1, M Cubic Yard 364.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 2.0000 N

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

0804-0027 M3 Pound 133.0000 N

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

0845-0001 M2 Dollar 10,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0860-0000 M2 Each 51.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 51.0000 N

INLET FILTER BAG FOR TYPE S INLET

0867-0012 M2 Linear Foot 3,000.0000 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 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 100.0000 N

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ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 250.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0460 Q Each 2.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0931-0003 R Square Foot 959.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0935-0001 R Square Foot 180.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 1,027.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0936-0350 P3 Each 4.0000 N

LED BLANK OUT SIGN

0937-0076 O1, Q Each 200.0000 N

NON PLOWABLE RAISED PAVEMENT MARKERS (ONE WAY W/B)

0937-0105 J, R Each 25.0000 N

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

0937-0107 J, R Each 250.0000 N

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

0937-0232 J1, R Each 100.0000 N

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

0937-0301 R Each 75.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, YELLOW POST WITH YELLOW SHEETING

0937-0330 R Each 10.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0333 R Each 10.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/BLANK SHEETING

0950-0002 P Dollar 10,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0952-1020 P Each 1.0000 N

NEMA TS-1 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING

0954-0201 P8 Linear Foot 560.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 720.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

September 3, 2026 14:42:06 PM Page 12 of 131

4955-3208 P Each 9.0000 N Std

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS MODIFIED

4956-0601 P Each 2.0000 N Std

RADAR DETECTOR MODIFIED

0956-0712 P Each 1.0000 N

OMNI-VIEW VIDEO DETECTION SYSTEM

0958-0121 P, Q Each 3.0000 N TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (2-OVERHEAD SIGNALS)

0958-0261 P, Q Each 6.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL, TRAILER-MOUNTED PORTABLE DEVICE, RESET

4958-0460 P, Q Each 1.0000 N Proj

RESIDENTIAL DRIVEWAY TEMPORARY SIGNAL MODIFIED

0960-0002 O2 Linear Foot 77,000.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 78,000.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0008 O2 Linear Foot 500.0000 N

8" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 666.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0143 O2 Each 2.0000 N

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

0960-0230 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "WRONG WAY ARROW", 23' - 0"

0960-0232 O2 Each 5.0000 N WHITE HOT THERMOPLASTIC LEGEND, "LANE REDUCTION TRANSITION ARROW - RIGHT LANE", 18' - 0" X 5' - 6"

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

0962-1001 O Linear Foot 500.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1004 O Linear Foot 60.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 370.0000 N

PAVEMENT MARKING REMOVAL

0964-0002 O Linear Foot 3,050.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 3,050.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

September 3, 2026 14:42:06 PM Page 13 of 131

0964-0021 O Linear Foot 200.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0966-0011 O1 Each 450.0000 N

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

0966-0014 O1 Each 75.0000 N

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

0966-0015 O1 Each 75.0000 N

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

0966-0101 O1 Each 15.0000 N SNOWPLOWABLE RAISED PAVEMENT MARKER, TWO WAY BRIDGE DECK HOLDER WITH REFLECTOR (Y/Y)

1001-0980 G4, S9 Square Yard 5,522.0000 N

MECHANICAL TEXTURING WITH LONGITUDINAL SAWED GROOVES

1001-1100 S2 Cubic Yard 72.0000 N

CLASS AA CEMENT CONCRETE, ACCELERATED

1001-1120 S2 Cubic Yard 2.0000 N

CLASS A CEMENT CONCRETE

1001-1160 S2 Cubic Yard 226.0000 N

CLASS HES CEMENT CONCRETE

1001-1200 S2 Cubic Yard 2.0000 N

CLASS AA CEMENT CONCRETE, EXCEPT USE NO. 8 COARSE AGGREGATE

1002-0052 S7 Pound 62,391.0000 N

REINFORCEMENT BARS, EPOXY COATED

1002-0140 S7 Each 161.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

1002-0142 S7 Each 81.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 6 REINFORCEMENT BARS, EPOXY COATED

1003-0005 S2 Each 40.0000 N

DOWEL HOLES, 12" DEPTH

1008-0001 T5 Linear Foot 273.0000 N

PREFORMED NEOPRENE COMPRESSION JOINT SEAL, 1/2" MOVEMENT

1018-0048 T1 Lump Sum 1.0000 N

REMOVAL OF PORTION OF EXISTING BRIDGE

1018-0049 T1 Lump Sum 1.0000 N

REMOVAL OF PORTION OF EXISTING BRIDGE

1019-0050 K2 Square Yard 519.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE)

September 3, 2026 14:42:06 PM Page 14 of 131

1039-0010 S9 Square Yard 5,046.0000 N

CONCRETE BRIDGE DECK SURFACE PREPARATION, HYDRODEMOLITION

1040-0130 S9 Square Foot 227.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 3 USING ASC

1040-0210 S9 Square Foot 70.0000 N

CONCRETE BRIDGE BARRIER REPAIR ACCELERATED, TYPE 2 USING ASC

1041-0020 F3, S2 Square Yard 10,091.0000 N

SCARIFICATION, 1/2" DEPTH

1042-0001 S3 Square Yard 5,046.0000 N

LATEX MODIFIED CONCRETE WEARING SURFACE, 1 1/4" DEPTH

1042-0060 S3 Cubic Yard 176.0000 N

LATEX MODIFIED CONCRETE, VARIABLE DEPTH

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

8911-0001 X Lump Sum 1.0000 N Std

UTILITY RELOCATION INFORMATION FOR DESIGN/BUILD PROJECTS

9000-0001 J Each 10.0000 N Proj

THRIE-BEAM TO F-SHAPE BARRIER TRANSITION

9000-0002 G Cubic Yard 34.0000 N Proj

ACCELERATED PLAIN CEMENT CONCRETE PAVEMENT

9000-0003 M1 Dollar 50,000.0000 $1.00 Y Proj

SELECTIVE TREE TRIMMING AND REMOVAL

9000-0004 X Dollar 200,000.0000 $1.00 Y Proj

MAINTENANCE OF PROJECT

9000-0005 H, H1 Dollar 500,000.0000 $1.00 Y Proj

CLEANING, VIDEO INSPECTION, AND UNFORESEEN REPAIRS OF THE DRAINAGE SYSTEM

9000-0006 H Cubic Yard 3.0000 N Std

CONCRETE PIPE COLLAR

9000-0007 O2 Each 4.0000 N Proj

WHITE HOT THERMOPLASTIC LEGEND, FOUR-WAY INTERSECTION AHEAD

9000-0008 J Each 1.0000 N Proj

SHORTENED THRIE-BEAM TO F-SHAPE BARRIER TRANSITION

9000-0009 J Linear Foot 75.0000 N Proj

STRUCTURE MOUNTED GUIDE RAIL

9000-0050 T6 Linear Foot 390.0000 N Proj

ACCELERATED EXPANSION DAM REPLACEMENT, 5" MOVEMENT

9000-0051 S2 Square Yard 914.0000 N Proj

BRIDGE BARRIER AND JOINT SEALING

September 3, 2026 14:42:06 PM Page 15 of 131

9000-0052 S2 Dollar 10,000.0000 $1.00 Y Proj

EXPANSION DAM UNDERDECK PROTECTIVE SHIELDING, S-44013

9000-0053 S2 Dollar 10,000.0000 $1.00 Y Proj

EXPANSION DAM UNDERDECK PROTECTIVE SHIELDING, S-44014

9000-0054 T7 Each 10.0000 N Proj

CLEAN AND FLUSH SCUPPERS

9000-0060 C1, M2 Lump Sum 1.0000 N Proj

STREAM CONTROL

9000-0061 M2 Cubic Foot 60.0000 N Proj

INTRUSION GROUT BAGS

9000-0250 X Dollar 5,000.0000 $1.00 Y Std

LOCATE EXISTING UNDERGROUND FACILITIES

9000-0351 X Dollar 32,000.0000 $1.00 Y Proj

DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) FOR NORFOLK SOUTHERN

9000-5001 X Each 2.0000 N Proj

DESIGN OF CONCRETE CURB RAMPS (BY QUADRANT)

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9000-5121 G1, G4, K Linear Foot 6,000.0000 N Std

JOINT CLEANING AND SEALING OF MOUNTABLE CURB

9000-6061 K Each 3.0000 N Std

GRADE ADJUSTMENT OF MUNICIPALITY'S EXISTING VALVE BOX, ADJUSTMENT ONLY

9000-6063 K Each 2.0000 N Std

GRADE ADJUSTMENT OF MUNICIPALITY'S EXISTING MANHOLES, ADJUSTMENT ONLY

9000-9011 X Dollar 50,000.0000 $1.00 Y Std

OFF-DUTY UNIFORMED POLICE OFFICER

9000-9012 O Linear Foot 160,000.0000 N Std

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

9000-9013 O Linear Foot 164,700.0000 N Std

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

September 3, 2026 14:42:06 PM Page 16 of 131

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:

September 3, 2026 14:42:06 PM Page 17 of 131

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

September 3, 2026 14:42:06 PM Page 18 of 131

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

September 3, 2026 14:42:06 PM Page 19 of 131

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.

September 3, 2026 14:42:06 PM Page 20 of 131 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

September 3, 2026 14:42:06 PM Page 21 of 131

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.

September 3, 2026 14:42:06 PM Page 22 of 131

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

September 3, 2026 14:42:06 PM Page 23 of 131 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…