PROPOSAL Report - Project 110280

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PROPOSAL REPORT

Project: 110280 Bid

Package: 1

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

Version: Current Addendum

Count: 1

District: 08 County: York

SR/SEC/

Group ID: 7301/BRG/---

Description

College Avenue Bridge

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

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) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA 00 - a01701 FALL PROTECTION AND RESCUE PLAN G1901B - a01901 INSURANCE--GENERAL APPLICATION G2201A - a02201 RAILROAD COMPANY CONTACT PERSON G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC G2302A - a02302 Worker Protection and Investment G2502A - a02502 REQUIREMENT OF THE PUBLIC UTILITY COMMISSION G2701B - a02701 LOCAL AUTHORITY CONTRACT--DEPARTMENT LET G2902A - a02902 LOCALLY SPONSORED PROJECT PAYMENT PROCESS G60B - a03001 NIGHT SHIFT G110B - a05201 START OF WORK 00 - a100201 ANTIGRAFFITI COATING N10501B - a10501 BRIDGE SHOP DRAWINGS N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS G50E - a10901 GUIDE RAIL MOUNTED DELINEATORS 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS 00 - a12501 SPRAY APPLIED WATERPROOFING SYSTEMS ON CONCRETE SURFACES 00 - a12901 YORK RAILWAY COMPANY SPECIAL PROVISION 00 - a2301 Maintenance and Protection of Railroad Traffic for Direct Hire (Genesee & Wyoming Railroads)

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

S2011C - b02011 SECTION 201.3 00 - b04131 SECTION 413.3 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3 00 - b07042 SECTION 704 AND SECTION 1001 00 - b08041 SECTIONS 804.2 & 804.3 00 - b08101 SECTION 810 - TREE TRIMMING AND SELECTIVE TREE REMOVAL 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS 00 - c02011 ITEM 4201-0001 - CLEARING AND GRUBBING, TREE/STEP REMOVAL 00 - c02031 ITEM 4203-0003 - CLASS 1A EXCAVATION, UNSUITABLE MATERIAL (AS

DIRECTED)

00 - c02051 ITEM 4205-0266 - SELECTED BORROW EXCAVATION ROCK, CLASS R-6, TEMPORARY CAUSEWAY

00 - c02052 ITEM 4205-0268 - SELECTED BORROW EXCAVATION ROCK, CLASS R-8, CHOKED

WITH ROCK, CLASS R-5

00 - c02053 ITEM 4205-0281 - SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO.

1, TEMPORARY CAUSEWAY

00 - c02201 ITEM 4220-0020 - FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE 00 - c03501 ITEM 4350-0104 - SUBBASE 4” DEPTH (NO. 2A), TEMPORARY HRT ACCESS

ROUTE

I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06241 ITEM 4624-0300 - END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE, BLACK 00 - c06242 ITEM 4624-0720 - VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 10 FOOT

OPENING, BLACK

00 - c06951 ITEMS 4695-0002/0003/0004 - DETECTABLE WARNING SURFACES, COLOR 00 - c08101 ITEM 4810-0052 - SELECTIVE TREE REMOVAL, STUMP REMOVAL 00 - c08111 ITEM 4811-0003 - TEMPORARY PROTECTIVE FENCE, ORANGE 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09101 ITEM 4910-0154 - POLE FOUNDATION, TYPE FC, HERITAGE RAIL TRAIL 00 - c09102 ITEMS 4910-0286/1086 - LIGHTING POLES WITH 10-FOOT BRACKET ARM TYPE A, COLOR

00 - c09103 ITEMS 4910-0290/1090 - LIGHTING POLES WITH 15-FOOT BRACKET ARM TYPE A, COLOR

00 - c09104 ITEM 4910-7020 - COMPLETE POWER SUPPLY SYSTEM MODIFIED 00 - c10181 ITEM 1018-0001 - REMOVAL OF EXISTING BRIDGE I80041A - c80041 ITEMS 8110-0001/8000-0001/8200-0001 - BRIDGE STRUCTURES, AS

DESIGNED & ALTERNATES, -435

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00 - c80142 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS I30201G - c80201 ITEM 8621-0001 - MECHANICALLY STABILIZED RETAINING WALLS (AS

DESIGNED)

00 - c90001 ITEM 9000-0001 - AIDS TO NAVIGATION (ATON) PLAN 00 - c90002 ITEM 9000-0002 - TEMPORARY STREAM DIVERSION 00 - c90003 ITEM 9000-0003 - TEMPORARY SEWERLINE PROTECTION SYSTEM 00 - c90004 ITEM 9000-0004 - PRE AND POST CONSTRUCTION INSPECTION 00 - c90005 ITEM 9000-0005 - REMOVE AND RESET 4’CHAIN LINK FENCE 00 - c90006 ITEM 9000-0006 - HERITAGE RAIL TRAIL FENCE REPLACEMENT 00 - c90007 ITEM 9000-0007 - BRICK PAVERS 00 - c90008 ITEM 9000-0008 - PROTECTIVE SHIELDING 00 - c90009 ITEM 9000-0009 - TEMPORARY PEDESTRIAN BRIDGE WITH OVERHEAD

SHIELDING

00 - c90010 ITEM 9000-0010 - RESET GREEN OAKS SIGN 00 - c90011 ITEM 9000-0011 - TEMPORARY BUILDING PROTECTION SYSTEM – RIVERSIDE

LOFTS

00 - c90012 ITEM 9000-0012 - UNFORESEEN UTILITY REHABILITATION 00 - c90013 ITEM 9000-0013 - PHOTO AND VIDEO DOCUMENTATION 00 - c90014 ITEM 9000-0014 - TEMPORARY 12” REINFORCED CONCRETE PIPE 00 - c90015 ITEM 9000-0015 - SITE WORK PLAN (SWP) 00 - c90016 ITEM 9000-0016 - HEALTH AND SAFETY PLAN (HASP) 00 - c90017 ITEM 9000-0017 - DISPOSAL OF REGULATED FILL 00 - c90018 ITEM 9000-0018 - SOLIDS SAMPLING AND ANALYSIS 00 - c90019 ITEM 9000-0019 - DISPOSAL OF RESIDUAL WASTE 00 - c90020 ITEM 9000-0020 - VIBRATION MONITORING AND CONTROL 00 - c90021 ITEM 9000-0021 - AMERICAN HORNBEAM (2” CAL. B&B) 00 - c90022 ITEM 9000-0022 - AUTUMN BRILLIANCE SERVICEBERRY (7’-8’ HT. B&B) 00 - c90023 ITEM 9000-0023 - 6” PERFORATED PIPE 00 - c90024 ITEM 9000-0024 - JACK AND BORE 24” RCP 00 - c90025 ITEM 9000-0025 - REMOVE AND REPLACE 6’ FENCE 00 - c90026 ITEM 9000-0026 - REMOVE AND REPLACE FENCE, WESTERN BANK 00 - c90027 ITEM 9000-0027 - REMOVE AND REPLACE PEDESTRIAN GATE 00 - c90053 ITEM 9005-0018 - EXPLORATORY AIR TRACK DRILLING 00 - c90351 ITEM 9000-0351 - DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) FOR

GENESEE & WYOMING RR

00 - c90801 ITEM 9000-8001 - REMOVE AND RESET LIGHTING POLE UNDER BRIDGE 00 - c90802 ITEM 9000-8002 - LED LUMINAIRE 00 - c91000 ITEMS 9000-1000/1001/1002 - YORK WATER COMPANY ITEMS I2032D - c92032 ITEM 9203-0001 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

00 - c92032 SUPPLEMENTAL SPECIFICATIONS FOR ITEM 9203-0001 00 - c92041 ITEM 9204-0100 - CLASS 3 EXCAVATION, OVER EXCAVATION

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00 - c92051 ITEM 9205-0100 - FOUNDATION STABILIZATION WITH COARSE AGGREGATE

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BID PACKAGE SUMMARY

Project: 110280 Bid Package: 1

Project Type: Municipal Posted: 04/17/2026

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: BRIDGE REPLACEMENT

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 05/21/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99 Anticipated NTP: 08/17/2026 Structure Work: 78.00%

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

Description:

The proposed project involves the replacement of the West College Avenue Bridge over the Codorus Creek in the City of York, York County, Pennsylvania. The project area extends along West College Avenue from Schaefer Lane to Oak Lane. The bridge is owned and maintained by York County who is leading the project. The proposed structure is a four-span 2-lane bridge with sidewalks that will be constructed on the same horizontal alignment and will include a modified vertical alignment over the railroad. Roadway improvements include approach roadway reconstruction, placement of guide rail, signing & pavement markings, and other miscellaneous construction, al as indicated on the approved drawings included in the Bid Package for STATE ROUTE 7301, SECTION BRG, in YORK COUNTY, YORK CITY, West College Avenue over Codorus Creek, from Station 12+32.00 to Station 22+00.00, for an overall project length of 868.10 linear feet (0.164 mile).

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

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ADDENDA

Addendum: 1

Project Cost Range: 15,000,000.00 - 19,999,999.99 Federal Project Status: PENNDOT Oversight Non-NHS

DBE: 0.00%

Structure Work: 78.00%

Wage Rates: Yes Project Type: Municipal

State Type of Work: BRIDGE REPLACEMENT Prequalification Required: Yes

Pre-Bid Meeting: None 408 Version: 2026-IE

Actual Let: 05/21/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 08/17/2026

Required Completion: 10/22/2027

Description:

The proposed project involves the replacement of the West College Avenue Bridge over the Codorus Creek in the City of York, York County, Pennsylvania. The project area extends along West College Avenue from Schaefer Lane to Oak Lane. The bridge is owned and maintained by York County who is leading the project. The proposed structure is a four-span 2-lane bridge with sidewalks that will be constructed on the same horizontal alignment and will include a modified vertical alignment over the railroad. Roadway improvements include approach roadway reconstruction, placement of guide rail, signing & pavement markings, and other miscellaneous construction, al as indicated on the approved drawings included in the Bid Package for STATE ROUTE 7301, SECTION BRG, in YORK COUNTY, YORK CITY, West College Avenue over Codorus Creek, from Station 12+32.00 to Station 22+00.00, for an overall project length of 868.10 linear feet (0.164 mile).

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.

The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

Item and Quantity:

Special Provision:

Other:

ADD the following attachment:

Utility Clearance

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING TREE/STEP REMOVAL

0203-0001 C Cubic Yard 1,406.0000 N

CLASS 1 EXCAVATION

4203-0003 C1 Cubic Yard 37.0000 N Proj

CLASS 1A EXCAVATION UNSUITABLE MATERIAL (AS DIRECTED)

0203-0006 G4 Linear Foot 374.0000 N

SAW CUTTING

0205-0100 C1 Cubic Yard 242.0000 N

FOREIGN BORROW EXCAVATION

4205-0266 C1 Cubic Yard 2,074.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-6 TEMPORARY CAUSEWAY

0205-0268 C1 Cubic Yard 714.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-8

4205-0268 C1 Cubic Yard 381.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-8 CHOKED WITH ROCK, CLASS R-5

4205-0281 C1 Cubic Yard 459.0000 N Proj

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1 TEMPORARY CAUSEWAY

0205-0285 C1 Cubic Yard 277.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0212-0001 C3, H, M2 Linear Foot 473.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 3,722.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0220-0020 K1 Cubic Yard 22.0000 N

FLOWABLE BACKFILL, TYPE C

0313-0320 E Square Yard 1,937.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0322 E Square Yard 254.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

4350-0104 C, E Square Yard 775.0000 N Proj

SUBBASE 4" DEPTH (NO. 2A) TEMPORARY HRT ACCESS ROUTE

0350-0106 C, E Square Yard 2,324.0000 N

SUBBASE 6" DEPTH (NO. 2A)

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0350-0120 C, E Cubic Yard 31.0000 N

SUBBASE (NO. 2A)

0413-0192 F Square Yard 2,191.0000 N

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

DEPTH, SRL-H

0413-6035 F Square Yard 1,552.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, < 0.3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0460-0001 F4 Square Yard 3,743.0000 N

ASPHALT TACK COAT

0601-7305 H Linear Foot 27.0000 N

12" REINFORCED CONCRETE PIPE, TYPE B, 30' - 1.5' FILL

0601-7313 H Linear Foot 110.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

0601-7326 H Linear Foot 37.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL

0601-7327 H Linear Foot 221.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 15' - 2' FILL

0605-1300 C1, H1 Each 1.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 5.0000 N

MANHOLE FRAME AND COVER

0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

0605-2730 K Set 1.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 3.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 2.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2855 K Each 2.0000 N

TYPE 4 INLET BOX, HEIGHT > 10' AND < /= 20'

0605-3011 K Each 2.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3012 K Each 1.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-3021 K Each 1.0000 N

TYPE 5 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3022 K Each 1.0000 N

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TYPE 5 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 473.0000 N

6" PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 64.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 63.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0050 H2 Each 2.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 2.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0618-0020 H Each 1.0000 N

CONCRETE COLLAR FOR 12" PIPE EXTENSION

0618-0022 H Each 1.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0620-0400 J Each 4.0000 N

TERMINAL SECTION, SINGLE

0620-1600 J Linear Foot 50.0000 N

TYPE 31-S GUIDE RAIL

4624-0300 J2 Each 4.0000 N Proj

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE BLACK

4624-0720 J2 Each 2.0000 N Proj

VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 10-FOOT OPENING BLACK

0630-0045 K Linear Foot 444.0000 N

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

0636-0001 F1, K Linear Foot 117.0000 N

ASPHALT CONCRETE CURB

0676-0001 K Square Yard 306.0000 N

CEMENT CONCRETE SIDEWALK

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

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0688-0020 X Lump Sum 1.0000 N

MICROCOMPUTER, TYPE C

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

E 4695-0004 K Square Foot 75.0000 N Proj

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE COLOR

O 4695-0002 K Square Foot 75.0000 N Proj

DETECTABLE WARNING SURFACE, CAST IRON COLOR

O 4695-0003 K Square Foot 75.0000 N Proj

DETECTABLE WARNING SURFACE, POLYMER CONCRETE COLOR

0802-0001 C1, M Cubic Yard 492.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 174.0000 N

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

0804-0027 M3 Pound 15.0000 N

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

0804-0032 M3 Pound 27.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0113 M2 Square Yard 1,143.0000 N

TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2D

0810-0026 M1 Linear Foot 454.0000 N

TREE TRIMMING TO A MAX HEIGHT OF 20'

4810-0052 A, M1 Each 2.0000 N Proj

SELECTIVE TREE REMOVAL STUMP REMOVAL

4811-0003 J2, M Linear Foot 1,119.0000 N Proj

TEMPORARY PROTECTIVE FENCE ORANGE

0845-0001 M2 Dollar 1,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 3.0000 N

ROCK CONSTRUCTION ENTRANCE

0849-0020 C1 Each 1.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

0851-0003 C1 Square Yard 24.0000 N

ROCK APRON

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

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0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0002 M2 Each 4.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 431.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0022 M2 Linear Foot 114.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0320 O Linear Foot 1,648.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 1,620.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0910-0001 C1, P8 Each 2.0000 N

JUNCTION BOXES J.B.-1

0910-0002 C1, P8 Each 2.0000 N

JUNCTION BOXES J.B.-2

0910-0154 P8 Each 4.0000 N

POLE FOUNDATION, TYPE FC

4910-0154 P8 Each 3.0000 N Proj

POLE FOUNDATION, TYPE FC HERITAGE RAIL TRAIL

E 4910-0286 P8 Each 3.0000 N Proj STEEL LIGHTING POLE WITH 10-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A COLOR

O 4910-1086 P8 Each 3.0000 N Proj ALUMINUM LIGHTING POLE WITH 10-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A COLOR

E 4910-0290 P8 Each 6.0000 N Proj STEEL LIGHTING POLE WITH 15-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A COLOR

O 4910-1090 P8 Each 6.0000 N Proj ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A COLOR

0910-4113 P8 Linear Foot 20.0000 N

AWG 2 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 8,000.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 750.0000 N

2" DIRECT BURIAL CONDUIT

0910-6000 C1, P8 Linear Foot 750.0000 N

April 27, 2026 11:44:57 AM Page 13 of 135

TRENCH

4910-7020 P8 Each 1.0000 N Proj

COMPLETE POWER SUPPLY SYSTEM MODIFIED

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0001 R Square Foot 7.0000 N

POST MOUNTED SIGNS, TYPE B

0936-0200 R Square Foot 30.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0941-0001 R Each 2.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0962-1000 O Linear Foot 1,620.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 1,648.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0971-0001 R Each 4.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 4.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1005-1420 C6 Dollar 4,100.0000 $1.00 Y

PREDRILLING FOR UNFORESEEN OBSTRUCTIONS, EARTH DRILLING

1005-1430 C6 Dollar 2,000.0000 $1.00 Y

PREDRILLING FOR UNFORESEEN OBSTRUCTIONS, OBSTRUCTION DRILLING

1005-1450 X Dollar 5,000.0000 $1.00 Y

MOBILIZATION FOR PREDRILLING OF UNFORESEEN OBSTRUCTIONS

1018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE

E 8110-0001 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, L-435

A 4220-0020 K1 Cubic Yard 85.0000 N Proj

FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE

A 1002-0052 S7 Pound 424,671.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1005-1750 U Each 3.0000 N

STEEL HP14X117 TEST PILE

A 1005-1850 U Linear Foot 410.0000 N

STEEL HP14X117 PRODUCTION PILE

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A 1005-2050 U Each 11.0000 N

STEEL HP14X117 PILE TIP REINFORCEMENT (HEAVY DUTY)

A 1007-0200 X Each 5.0000 N

MICROPILES VERIFICATION LOAD TEST

A 1007-0210 X Each 15.0000 N

MICROPILES PROOF LOAD TEST

A 1007-0350 C6, U Linear Foot 9,735.0000 N

MICROPILES 9 5/8" DIAMETER, PLAIN STEEL

A 1091-0331 K1 Linear Foot 200.0000 N

EPOXY INJECTION CRACK SEAL

A 9005-0018 C6 Linear Foot 694.0000 N Proj

EXPLORATORY AIR TRACK DRILLING

A 9204-0100 C1 Cubic Yard 402.0000 N Proj

CLASS 3 EXCAVATION, OVER EXCAVATION

A 9205-0100 D, E Ton 650.0000 N Proj

FOUNDATION STABILIZATION WITH COURSE AGGREGATE

O 8000-0001 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8200-0001 S Lump Sum 1.0000 N Std

OTHER BRIDGE STRUCTURE

8621-0001 S5 Lump Sum 1.0000 N Std

MECHANICALLY STABILIZED RETAINING WALLS (AS DESIGNED)

9000-0001 R Lump Sum 1.0000 N Proj

AIDS TO NAVIGATION (ATON) PLAN

9000-0002 C1, H Linear Foot 485.0000 N Proj

TEMPORARY STREAM DIVERSION

9000-0003 Z Lump Sum 1.0000 N Proj

TEMPORARY SEWERLINE PROTECTION SYSTEM

9000-0004 Z Lump Sum 1.0000 N Proj

PRE AND POST CONSTRUCTION INSPECTION

9000-0005 J2 Linear Foot 57.0000 N Proj

REMOVE AND RESET 4' CHAIN LINK FENCE

9000-0006 J2 Linear Foot 134.0000 N Proj

HERITAGE RAIL TRAIL FENCE REPLACEMENT

9000-0007 K Square Yard 19.0000 N Proj

BRICK PAVERS

9000-0008 S5 Lump Sum 1.0000 N Proj

PROTECTIVE SHIELDING

April 27, 2026 11:44:57 AM Page 15 of 135

9000-0009 S4, S5 Lump Sum 1.0000 N Proj

TEMPORARY PEDESTRIAN BRIDGE WITH OVERHEAD SHIELDING

9000-0010 R Each 1.0000 N Proj

RESET GREEN OAKS SIGN

9000-0011 S5 Lump Sum 1.0000 N Proj

TEMPORARY BUILDING PROTECTION SYSTEM - RIVERSIDE LOFTS

9000-0012 H Dollar 20,000.0000 $1.00 Y Proj

UNFORSEEN UTILITY REHABILITATION

9000-0013 Z Lump Sum 1.0000 N Proj

PHOTO AND VIDEO DOCUMENTATION

9000-0014 H Linear Foot 43.0000 N Proj

TEMPORARY 12" REINFORCED CONCRETE PIPE

9000-0015 X Lump Sum 1.0000 N Proj

SITE WORK PLAN (SWP)

9000-0016 X Lump Sum 1.0000 N Proj

HEALTH AND SAFETY PLAN (HASP)

9000-0017 X Dollar 25,000.0000 $1.00 Y Proj

DISPOSAL OF REGULATED FILL

9000-0018 X Each 32.0000 N Proj

SOLIDS SAMPLING AND ANALYSIS

9000-0019 X Dollar 100,000.0000 $1.00 Y Proj

DISPOSAL OF RESIDUAL WASTE

9000-0020 X Lump Sum 1.0000 N Proj

VIBRATION MONITORING

9000-0021 M Each 1.0000 N Proj

AMERICAN HORNBEAM (2" CAL. B&B)

9000-0022 M Each 1.0000 N Proj

AUTUMN BRILLIANCE SERVICEBERRY (7'-8' HT. B&B)

9000-0023 H Linear Foot 362.0000 N Proj

6" PERFORATED PIPE

9000-0024 C1, H, W Lump Sum 1.0000 N Proj

JACK AND BORE 24" RCP

9000-0025 J2 Linear Foot 47.0000 N Proj

REMOVE AND REPLACE 6' FENCE

9000-0026 J2 Linear Foot 37.0000 N Proj

REMOVE AND REPLACE FENCE, WESTERN BANK

9000-0027 J2 Each 1.0000 N Proj

April 27, 2026 11:44:57 AM Page 16 of 135

REMOVE AND REPLACE PEDESTRIAN GATE

9000-0351 X Dollar 30,000.0000 $1.00 Y Proj

DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) FOR GENESEE & WYOMING RAILROAD

9000-1000 H Linear Foot 655.0000 N Proj

20" STEEL CASING PIPE

9000-1001 H Each 20.0000 N Proj

WATER UTILITY HANGER SUPPORT

9000-1002 H Each 2.0000 N Proj

20" WATER MAIN - CUT AND CAP

9000-8001 P Each 3.0000 N Proj

REMOVE AND RESET LIGHTING POLE UNDER BRIDGE

9000-8002 P Each 9.0000 N Proj

LED LUMINAIRE

9203-0001 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

April 27, 2026 11:44:57 AM Page 17 of 135

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 27, 2026 11:44:57 AM Page 18 of 135

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 27, 2026 11:44:57 AM Page 19 of 135

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 27, 2026 11:44:57 AM Page 20 of 135

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 27, 2026 11:44:57 AM Page 21 of 135

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 27, 2026 11:44:57 AM Page 22 of 135

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 27, 2026 11:44:57 AM Page 23 of 135

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 27, 2026 11:44:57 AM Page 24 of 135

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 27, 2026 11:44:57 AM Page 25 of 135

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

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

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

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

Assume full control and responsibility for the protection of the stored material from the elements and…