821584padot116801.pdf

PROPOSAL Report - Project 116801

April 22, 2026 14:30:03 PM Page 1 of 80

PROPOSAL REPORT

Project: 116801 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 09 County: Bedford

SR/SEC/

Group ID: 30/045/---

Description

US 30 - Breezewood to Everett

April 22, 2026 14:30:03 PM Page 2 of 80

TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G7B - a00007 IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01 G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 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 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1211B - a01211 Exx-9999 PERMIT G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment N10601A - a10601 DRIVE ADJUSTMENTS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - c0203 ITEM 4203-0001 CLASS 1 EXCAVATION ROCK SLOPE REMOVAL I1B - c0491 ITEM 4491-0034 MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED

MATERIAL RETAINED BY

I6091L - c0609 ITEM 0609-0009 EQUIPMENT PACKAGE I610C - c0610 ITEM 4610-7002 6" PAVEMENT BASE DRAIN EXCLUDING GEOTEXTILE 00 - c0620 ITEM 4620-0637 6" X 8" X 14" WOOD ROUTED OFFSET BRACKET ATTACHMENT TO

STRUCTURES

I1C - c0660 ITEM 4660-0002 MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS, TYPE 2 MODIFIED

N1B - c0680 ITEM 4680-0120 MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE

DECK, MODIFIED

I1A - c0901 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

I1A - c0901 ITEM 0901-0002 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

April 22, 2026 14:30:03 PM Page 3 of 80

00 - c0910 ITEM 4910-5400 & 9000-0907 CONDUIT SLEEVE, STEEL I1D - c0955 ITEM 4955-3206 VEHICULAR SIGNAL HEAD, ONE 12" SECTION, INCANDESCENT

LOOK

I19992A - c1999 ITEM 1999-9999 TRAINEES I9000C - c9000 ITEM 9000-0005 UTILITY TEST HOLE 00 - c9000 ITEM 9000-0011 MILLING OF ASPHALT PAVEMENT SURFACE, 8" DEPTH, MILLED

MATERIAL RETAINED BY

00 - c9000 ITEM 9000-0012 CORE HOLE IN INLET BOX 00 - c9000 ITEM 9000-0013 SLOPE PIPE ANCHOR 00 - c9000 ITEM 9000-0055 CORRUGATED CONCRETE ISLAND 00 - c9000 ITEM 9000-0056 MODULAR GLARE SCREEN 00 - c9000 ITEM 9000-0057 REMOVE EXISTING IMPACT ATTENUATOR (CONTRACTOR'S

PROPERTY)

00 - c9000 ITEM 9000-0058 MISCELLANEOUS REPAIRS TO EXISTING INLETS 00 - c9000 ITEM 9000-0081 REMOVE AND RESET EXISTING MEMORIAL 00 - c9000 ITEM 9000-0082 REMOVE AND RESET MAILBOX I1B - c9000 ITEM 9000-0120 SPECIAL MORTAR REPAIRS I1D - c9000 ITEM 9000-0130 SPECIAL CONCRETE REPAIRS 00 - c9000 ITEM 9000-0240 ROCK SLOPE SCALING 00 - c9000 ITEM 9000-0241 TO 9000-0245 CLASS 1 EXCAVATION - ROCK SLOPE SCALING 00 - c9000 ITEM 9000-0905 & 9000-0906 LED ROADWAY LUMINAIRE, ARM MOUNT 00 - c9000 ITEM 9000-0908 REMOVE EXISTING LUMINAIRE AND POLE I68C - c9000 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c9000 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I10421B - c9000 ITEM 9000-7150 MEASUREMENT OF VERTICAL CLEARANCES

00 - CONSTRUCTION RESTRICTIONS – TREE REMOVAL AND TRIMMING

N1D - d01 ADVANCE NOTICE TO CHANGE IN TRAFFIC CONTROL

00 - NOTICE TO BIDDERS – WASTE AND STAGING AREA RESTRICTIONS

N1B - NOTICE TO CONTRACTOR - WORKING HOURS

N1B - PROJECT FIELD OFFICE

S1A - SECTION 413(h)1.a PLACING

N1C - SECTION 810 - TREE TRIMMING AND SELECTIVE TREE REMOVAL

N1A - SPOTTED LANTERNFLY QUARANTINE AREA

N1A - TEMPORARY PAVEMENT MARKINGS ON FINISHED WEARING SURFACES

N1A - TRAFFIC BARRIER PRE-INSTALLATION FIELD MARK-OUT

April 22, 2026 14:30:03 PM Page 4 of 80

BID PACKAGE SUMMARY

Project: 116801 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 05/21/2026 11:00:00 AM Project Cost Range: $12,500,000.00 - $14,999,999.99 Anticipated NTP: 07/06/2026 Structure Work: 0.00%

Required Completion: 10/22/2027 DBE: 0% Wage Rates: Yes

Description:

This project is the Resurfacing on US 30 (Lincoln Highway) from the end of the 4-lane west of Breezewood to the Juniata River Bridge in Townships of East and West Providence and Everett Borough, Bedford County. This project also includes highway lighting upgrades to energy efficient alternatives at the US 30/ Bud Shuster Bypass (SR 1007) interchange and slope repair on US 30 from Raystown Branch of the Juniata River to SR 1011 (East Graceville Road) in East Providence Township, Bedford County as indicated on the approved drawings included in the bid package for STATE ROUTE 0030, SECTIONS 045 and 053 from approximately Segment 0470 Offset 2654 to Segment 0621 Offset 2512.

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.

April 22, 2026 14:30:03 PM Page 5 of 80

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 9,056.0000 N

CLASS 1 EXCAVATION

4203-0001 C Cubic Yard 9,253.0000 N Proj

CLASS 1 EXCAVATION ROCK SLOPE REMOVAL

0203-0006 G4 Linear Foot 4,684.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 123.0000 N

CLASS 2 EXCAVATION

0205-0263 C1 Cubic Yard 60.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0206-0010 C1 Ton 1,145.0000 N

SELECT GRANULAR MATERIAL (2RC)

0212-0014 C3, H, M2 Square Yard 4,596.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0432 E Square Yard 531.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 9" DEPTH

0313-0537 E Ton 141.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX

0350-0106 C, E Square Yard 5,124.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0121 C, E Ton 60.0000 N

SUBBASE (NO. 2A)

0405-0001 X Dollar 40,000.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0246 F Square Yard 5,777.0000 N

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

DEPTH, SRL-G

0413-0298 F Square Yard 327,039.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-2074 F Ton 342.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

April 22, 2026 14:30:03 PM Page 6 of 80

0413-2089 F Ton 19,589.0000 N

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

MIX, SRL-L

0413-6057 F Ton 1,792.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX

0413-9999 X Dollar 40,080.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0003 F4 Square Yard 667,349.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0001 F4 Square Yard 16,083.0000 N

ASPHALT PRIME COAT

0491-0012 F3 Square Yard 103.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0014 F3 Square Yard 67,895.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0018 F3 Square Yard 885.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 4 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4491-0034 F3 Square Yard 251,001.0000 N Std

MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY DEPARTMENT (DELIVERED

TO STOCKPILE) NO. 8 AGG

0501-0020 G, G1, K Square Yard 315.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0501-0030 G Square Yard 3,938.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 9" DEPTH

0515-0001 G1, G4 Linear Foot 83,224.0000 N

SAWING AND SEALING OF ASPHALT OVERLAYS

0516-2007 G1, G4 Linear Foot 2,342.0000 N

PATCHING JOINT

0516-2009 G1, G4 Linear Foot 48.0000 N

NEW PAVEMENT JOINT, NON-SKEWED

0516-3033 G1 Square Yard 1,193.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 9" DEPTH

0516-3043 G1 Square Yard 96.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE B, 9" DEPTH

0601-0053 H Linear Foot 112.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL (WITH RESILIENCY MEASURES)

0601-0313 H Linear Foot 49.0000 N

18" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

0601-0315 H Linear Foot 51.0000 N

April 22, 2026 14:30:03 PM Page 7 of 80

24" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL

0601-0762 H Linear Foot 89.0000 N

16" DUCTILE IRON PIPE

0601-5901 H1 Linear Foot 3,755.0000 N

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

0605-1300 C1, H1 Each 9.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2760 K Set 1.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2780 K Set 1.0000 N

TYPE M FRAME AND GRATE

0605-2850 K Each 2.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0606-0050 C1, K Set 4.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

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

4610-7002 H2 Linear Foot 4,714.0000 N Std

6" PAVEMENT BASE DRAIN EXCLUDING GEOTEXTILE

0615-0022 H2 Linear Foot 53.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 2.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 2.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-1252 H Each 3.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

0619-0450 J3 Each 10.0000 N

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

0619-0459 J1, J3 Each 11.0000 N

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

0619-0741 J3 Each 1.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST LEVEL 2, MASH, WIDTHS LESS THAN OR EQUAL TO 36

INCHES

April 22, 2026 14:30:03 PM Page 8 of 80

0620-0400 J Each 24.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 26,153.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0575 J Linear Foot 25.0000 N

GUIDE RAIL ELEMENT

4620-0637 J Each 4.0000 N Proj

6" X 8" X 14" WOOD ROUTED OFFSET BRACKET ATTACHMENT TO STRUCTURES

0620-0872 J Each 11.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-0873 J Each 2.0000 N

BURIED-IN-BACKSLOPE TERMINAL, DOUBLE PANEL

0620-1600 J Linear Foot 20,638.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 1,675.0000 N

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

0620-1625 J Linear Foot 25.0000 N

TYPE 31-SC GUIDE RAIL

0620-1635 J Linear Foot 2,200.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1645 J Linear Foot 38.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1660 J Each 8.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 21.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-1680 J Linear Foot 1,013.0000 N

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

0620-2010 J Each 7.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB

0620-2011 J Each 4.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITH CURB AND INLET

0627-3019 J1 Linear Foot 9,744.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

0628-3019 J1 Linear Foot 276.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1'

0633-0225 K Linear Foot 965.0000 N

April 22, 2026 14:30:03 PM Page 9 of 80

PLAIN CONCRETE MOUNTABLE CURB, TYPE B

4660-0002 F3 Linear Foot 23,662.0000 N Std

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2 , MODIFIED

0660-0003 F3 Linear Foot 127,268.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

0677-0001 C1, E Cubic Yard 49.0000 N

SELECTED MATERIAL SURFACING

0679-0210 L Each 380.0000 N

HOLES DRILLED

0679-0501 L Pound 7,600.0000 N

HIGH DENSITY POLYURETHANE MATERIAL, SLAB STABILIZATION

4680-0120 K2, S1 Square Yard 104.0000 N Std

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE DECK , MODIFIED

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

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 1,800.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 2.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3

0697-0639 J1 Each 3.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD) TEST LEVEL 3

0703-0024 C1, H Cubic Yard 29.0000 N

NO. 2A COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 54.0000 N

TOPSOIL FURNISHED AND PLACED

0803-0001 C1, M Cubic Yard 38.0000 N

PLACING STOCKPILED TOPSOIL

0804-0032 M3 Pound 12.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0038 M3 Pound 304.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX

0805-0021 M3 Ton 1.0000 N

MULCHING - HAY

April 22, 2026 14:30:03 PM Page 10 of 80

0806-0103 M2 Square Yard 6,668.0000 N

TEMPORARY ULTRA SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 1D

0810-0027 M1 Linear Foot 254.0000 N

TREE TRIMMING TO AN UNLIMITED HEIGHT

0810-0052 A, M1 Each 2.0000 N

SELECTIVE TREE REMOVAL

0845-0001 M2 Dollar 10,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0850-0023 C1 Square Yard 9.0000 N

ROCK, CLASS R-5

0850-0031 C1 Cubic Yard 25.0000 N

ROCK, CLASS R-3

0860-0000 M2 Each 13.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 7.0000 N

INLET FILTER BAG FOR TYPE S INLET

0867-0018 M2 Linear Foot 379.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Std

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0002 Q Lump Sum 1.0000 N Std

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0102 Q Each 2.0000 N

SHADOW VEHICLE

0901-0203 Q Each 4.0000 N

ARROW PANEL

0901-0231 Q Day 900.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 22,176.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 600.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0270 Q Each 26.0000 N

SEQUENTIAL WARNING LIGHTS

0901-0320 O Linear Foot 99,443.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0322 O Linear Foot 800.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

April 22, 2026 14:30:03 PM Page 11 of 80

0901-0330 O Linear Foot 219,656.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 18,014.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0332 O Linear Foot 9,800.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 211.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0450 Q Each 5.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0901-0460 Q Each 1.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0005 C1, P8 Each 31.0000 N

JUNCTION BOXES J.B.-12

0910-0154 P8 Each 37.0000 N

POLE FOUNDATION, TYPE FC

0910-1128 P8 Each 1.0000 N

ALUMINUM LIGHTING POLE WITH 12-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-1130 P8 Each 5.0000 N

ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-1132 P8 Each 3.0000 N

ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-1133 P8 Each 3.0000 N

ALUMINUM LIGHTING POLE WITH 25-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-1150 P8 Each 13.0000 N

ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S

0910-1152 P8 Each 12.0000 N

ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S

0910-4113 P8 Linear Foot 15,800.0000 N

AWG 2 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4115 P8 Linear Foot 12,665.0000 N

AWG 6 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 13,235.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 9,260.0000 N

2" DIRECT BURIAL CONDUIT

4910-5400 C1, P8 Linear Foot 1,239.0000 N Proj

April 22, 2026 14:30:03 PM Page 12 of 80

CONDUIT SLEEVE , 4" STEEL

0910-5500 C1, P8 Each 3.0000 N

BURIED CABLE AND CONDUIT MARKER

0910-6000 C1, P8 Linear Foot 8,100.0000 N

TRENCH

0910-7020 P8 Each 4.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0001 R Square Foot 8.0000 N

POST MOUNTED SIGNS, TYPE B

0931-0003 R Square Foot 817.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0935-0001 R Square Foot 1,869.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0076 O1, Q Each 36.0000 N

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

0937-0077 O1, Q Each 36.0000 N

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

0937-0106 J, R Each 314.0000 N

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

0937-0112 J, R Each 37.0000 N

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

0937-0202 J1, R Each 188.0000 N

BARRIER MOUNTED DELINEATOR, SIDE-MOUNT TYPE O, (Y/B)

0937-0203 J1, R Each 56.0000 N

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

0937-0210 J1, R Each 37.0000 N

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

0937-0212 J1, R Each 188.0000 N

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

0937-0213 J1, R Each 61.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE WZ, (O/B)

0937-0314 R Each 4.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0330 R Each 346.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

April 22, 2026 14:30:03 PM Page 13 of 80

0937-0333 R Each 34.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/BLANK SHEETING

0937-0336 R Each 63.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH RED/BLANK SHEETING

0937-0500 R Each 56.0000 N

DELINEATOR REMOVAL

0952-2052 P Each 1.0000 N

CONTROLLER ASSEMBLY, SOLID STATE FLASHER, DUAL CIRCUIT, TYPE II MOUNTING

0954-0014 P8 Linear Foot 70.0000 N

4 INCH CONDUIT

0954-0201 P8 Linear Foot 700.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0402 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE B

0954-0500 C6, P8 Linear Foot 1,299.0000 N

DIRECTIONAL BORING

4955-3206 P Each 6.0000 N Std

VEHICULAR SIGNAL HEAD, ONE 12" SECTION , INCANDESCANT LOOK

0962-1000 O Linear Foot 254,655.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 74,721.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 232,455.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 6,617.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 25,382.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 13,774.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 6.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0160 O3 Each 4.0000 N

WHITE EPOXY LEGEND, SLOW CURVE ARROW, LEFT (INCLUDES ARROW, THE WORD SLOW AND 2 TRANSVERSE

BANDS)

0964-0161 O3 Each 2.0000 N

WHITE EPOXY LEGEND, SLOW CURVE ARROW, RIGHT (INCLUDES ARROW, THE WORD SLOW AND 2 TRANSVERSE

BANDS)

0964-0220 O3 Each 2.0000 N

April 22, 2026 14:30:03 PM Page 14 of 80

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

0965-0002 O2 Linear Foot 800.0000 N

4" YELLOW PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0005 O2 Linear Foot 850.0000 N

6" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0008 O2 Linear Foot 9,800.0000 N

8" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0021 O2 Linear Foot 256.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0022 O2 Linear Foot 1,440.0000 N

24" YELLOW PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0160 O3 Each 2.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, SLOW CURVE ARROW, LEFT INCLUDES ARROW, THE WORD SLOW

AND 2 TRANSVERSE BANDS)

0965-0161 O3 Each 4.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, SLOW CURVE ARROW, RIGHT INCLUDES ARROW, THE WORD SLOW

AND 2 TRANSVERSE BANDS)

0965-0222 O2 Each 4.0000 N

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

0965-0224 O2 Each 20.0000 N

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

0965-0230 O2 Each 7.0000 N

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

0966-0011 O1 Each 650.0000 N

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

0966-0014 O1 Each 45.0000 N

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

0966-0015 O1 Each 1,645.0000 N

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

0966-0017 O1 Each 196.0000 N

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

0966-0018 O1 Each 125.0000 N

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

0966-0300 O1 Each 227.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL WITHOUT REPLACEMENT

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

9000-0005 X Each 4.0000 N Std

UTILITY TEST HOLE

April 22, 2026 14:30:03 PM Page 15 of 80

9000-0011 F3 Square Yard 396.0000 N Proj

MILLING OF ASPHALT PAVEMENT SURFACE, 8" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

9000-0012 H Each 5.0000 N Proj

CORE HOLE IN INLET BOX

9000-0013 H Each 6.0000 N Proj

SLOPE PIPE ANCHOR

9000-0055 K Square Yard 10.0000 N Proj

CORRUGATED CONCRETE ISLAND

9000-0056 J1 Linear Foot 9,744.0000 N Proj

MODULAR GLARE SCREEN

9000-0057 J3 Each 1.0000 N Proj

REMOVE EXISTING IMPACT ATTENUATOR (CONTRACTOR'S PROPERTY)

9000-0058 K Dollar 15,000.0000 $1.00 Y Proj

MISCELLANEOUS REPAIRS TO EXISTING INLETS

9000-0081 X Lump Sum 1.0000 N Proj

REMOVE AND RESET EXISTING MEMORIAL

9000-0082 X Each 2.0000 N Proj

REMOVE AND RESET MAILBOX

9000-0120 S2 Square Foot 13.0000 N Std

SPECIAL MORTAR REPAIRS

9000-0130 S2 Square Foot 113.0000 N Std

SPECIAL CONCRETE REPAIRS

9000-0240 C2, C5, C6 Cubic Yard 1,836.0000 N Proj

ROCK SLOPE SCALING

9000-0241 C2, C5, C6 Cubic Yard 2,175.0000 N Proj

CLASS 1 EXCAVATION - ROCK SLOPE SCALING

9000-0242 C2, C5, C6 Cubic Yard 1,214.0000 N Proj

9000-0243 C2, C5, C6 Cubic Yard 1,136.0000 N Proj

9000-0244 C2, C5, C6 Cubic Yard 502.0000 N Proj

9000-0245 C2, C5, C6 Cubic Yard 1,609.0000 N Proj

9000-0905 P8 Each 5.0000 N Proj

LED ROADWAY LUMINAIRE, ARM MOUNT, 145W

9000-0906 P8 Each 32.0000 N Proj

April 22, 2026 14:30:03 PM Page 16 of 80

LED ROADWAY LUMINAIRE, ARM MOUNT, 211W

9000-0907 C1, P8 Linear Foot 60.0000 N Proj

CONDUIT SLEEVE, 6" STEEL

9000-0908 P, P8 Lump Sum 1.0000 N Proj

REMOVE EXISTING LUMINAIRE AND POLE

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

9000-7150 X Each 1.0000 N Std

MEASUREMENT OF VERTICAL CLEARANCES

April 22, 2026 14:30:03 PM Page 17 of 80

SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

IMPLEMENTATION OF STRIKE-OFF LETTER 481-24-01

Provision Body:

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

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

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

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

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

Project Specific Details:

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

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

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

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

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

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

April 22, 2026 14:30:03 PM Page 18 of 80

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

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

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

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

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

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

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

April 22, 2026 14:30:03 PM Page 19 of 80

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

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

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

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

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

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

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.

April 22, 2026 14:30:03 PM Page 20 of 80

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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

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

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

April 22, 2026 14:30:03 PM Page 21 of 80

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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

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

When a general or individual NPDES Permit is involved:

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

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

CCD.

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

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

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

approved Post Construction Stormwater Management (PCSM) Plan.

April 22, 2026 14:30:03 PM Page 22 of 80

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

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

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

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

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

608 MOBILIZATION

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

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

Certified Payroll Records

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

Material Certifications

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

As built drawings for Design/Build projects

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

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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

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

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

April 22, 2026 14:30:03 PM Page 23 of 80

Provision Body:

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

APPENDIX C

DESIGNATED SPECIAL PROVISIONS

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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—

April 22, 2026 14:30:03 PM Page 24 of 80

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

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

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

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

(b) Prohibition. The Contractor is prohibited from—

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

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

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

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

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

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

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

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—

April 22, 2026 14:30:03 PM Page 25 of 80

(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…