838424padot113884.pdf

PROPOSAL Report - Project 113884

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PROPOSAL REPORT

Project: 113884 Bid

Package: 1

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

Version: Current Addendum

Count: 1

District: 09 County: Somerset

SR/SEC/

Group ID: 2047/009/---

Description

Meyersdale Bypass to Garrett Curve

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 44 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 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

G1301A - a01301 DISPLAYING OF CORE BORING SAMPLES G1601A - a01601 E.E.O. COVERED AREA G1903A - a01903 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS

(CSX)

G2201A - a02201 RAILROAD COMPANY CONTACT PERSON G2300A - a02300 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (CSX) G2302A - a02302 Worker Protection and Investment G2401B - a02401 RAILROAD PROTECTIVE SERVICES COSTS 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 I1B - c0491 ITEM 4491-0115 MILLING OF ASPHALT PAVEMENT SURFACE, (SHOULDER

BACKUP) 2 1/2" DEPTH

I6091L - c0609 ITEM 0609-0009 EQUIPMENT PACKAGE I610C - c0610 ITEM 4610-7002 6" PAVEMENT BASE DRAIN EXCLUDING GEOTEXTILE 00 - c0620 ITEM 4620-0400 TERMINAL SECTION, SINGLE THRIE BEAM

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00 - c0620 ITEM 4620-2050 THRIE-BEAM GUIDE RAIL TO PA 3-RAIL BRIDGE BARRIER

WITHOUT CURB, WITH 12'-6" THR

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

00 - c0806 ITEM 4806-0121 TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL

PRODUCT, TYPE 3B ORGANIC

I1A - c0810 ITEM 4810-0052 SELECTIVE TREE REMOVAL, INCLUDING ROOT SYSTEM

REMOVAL WITH SEEDING AND MULCH

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

CONSTRUCTION

I1A - c1018 ITEM 1018-0001 & 1018-0002 REMOVAL OF EXISTING BRIDGE I80141A - c8000 ITEM 8510-0001 S-42757 ALTERNATE CULVERT N1A - c8000 ITEM 8510-0001 S-42757b PART B, SPECIAL DRAWINGS AND SPECIAL DESIGN

REQUIREMENTS

N1D - c8000 ITEM 8510-0001 S-42757c DOWEL HOLES 12" DEPTH, MODIFIED I1A - c8000 ITEM 8510-0001 S-42757d SELECTED BORROW EXCAVATION ROCK, CLASS R-7, CHOKED WITH R-4

I80141A - c8000 ITEM 8510-0003 S-42763 ALTERNATE CULVERT N1A - c8000 ITEM 8510-0003 S-42763b PART B, SPECIAL DRAWINGS AND SPECIAL DESIGN

REQUIREMENTS

I1A - c8000 ITEM 8510-0003 S-42763c SELECTED BORROW EXCAVATION ROCK, CLASS R-7, CHOKED WITH R-4

N1D - c8000 ITEM 8510-0003 S-42763d DOWEL HOLES 12" DEPTH, MODIFIED I800D - c8800 ITEM 8800-0001 WATERLINE RELOCATION 00 - c9000 ITEM 9000-0011 REMOVE AND RESET FENCE 00 - c9000 ITEM 9000-0012 CHANNEL BED MATERIAL 00 - c9000 ITEM 9000-0013 RECOVER AND STOCKPILE EXISTING CHANNEL BED

SUBSTRATE

I1A - c9000 ITEM 9000-0020 TEMPORARY COFFERDAM I1A - c9000 ITEM 9000-0021 TEMPORARY PUMP BYPASS 00 - c9000 ITEM 9000-0055 SEEDING AND SOIL SUPPLEMENTS - RIPARIAN BUFFER SEED

MIXTURE

00 - c9000 ITEM 9000-0056 REMOVE AND RESET PENNSYLVANIA HISTORIC MARKER 00 - c9000 ITEM 9000-0057 CORE HOLE IN EXISTING INLET 00 - c9000 ITEM 9000-0058 CASING PIPE FOR UTILITY RELOCATIONS 00 - c9000 ITEM 9000-0059 REMOVE AND RESET 5' WOOD POST WITH ELECTRICAL OUTLET. 100 I1A - c9000 ITEM 9000-0064 CLEANING AND GRADING EXISTING BERMS TO PROVIDE

POSITIVE DRAINAGE

I1A - c9000 ITEM 9000-0076 STREAM MITIGATION AS-BUILTS I1B - c9000 ITEM 9000-1045 TEMPORARY AND PERMANENT MAILBOX RESETTING I68C - c9000 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

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

CONCRETE

I2032D - c9000 ITEM 9203-0101 TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-42763

N1C - CSX INSURANCE REQUIREMENTS AND SPECIAL PROVISIONS

N1D - d01 ADVANCE NOTICE TO CHANGE IN TRAFFIC CONTROL

00 - NOTICE TO CONTRACTOR - TREE REMOVAL & PARCEL 19 NOTIFICATION

N1B - NOTICE TO CONTRACTOR - WORKING HOURS

N1B - PROJECT FIELD OFFICE

N1D - SECTION 1030 - BENCH MARKS

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

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BID PACKAGE SUMMARY

Project: 113884 Bid Package: 1

Project Type: Standard Posted: 08/04/2026

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: 09/03/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 10/19/2026 Structure Work: 22.00%

Required Completion: 09/30/2027 DBE: 0% Wage Rates: Yes

Description:

This project is the Resurfacing and Bridge Replacement on SR 2047 (Mason Dixon Highway) from US 219 to PA 653 in Garrett Borough and Summit Township, Somerset County. The project consists of pavement preservation activities, full depth reconstruction, shoulder widening at the intersection of SR 2047 and SR 653, guide rail updates, two culvert replacements, drainage upgrades, and investigation of a slope failure as indicated on the approved drawings included in the bid package for STATE ROUTE 2047, SECTION 009 from approximately Segment 0100 Offset 1548 to Segment 0140 Offset 0731.

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: 2,500,000.00 - 4,999,999.99 Federal Project Status: PENNDOT Oversight Non-NHS

DBE: 0.00%

Structure Work: 22.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: RESURFACING/OVERLAYS Prequalification Required: Yes

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

Actual Let: 09/03/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 10/19/2026

Required Completion: 09/30/2027

Description:

This project is the Resurfacing and Bridge Replacement on SR 2047 (Mason Dixon Highway) from US 219 to PA 653 in Garrett Borough and Summit Township, Somerset County. The project consists of pavement preservation activities, full depth reconstruction, shoulder widening at the intersection of SR 2047 and SR 653, guide rail updates, two culvert replacements, drainage upgrades, and investigation of a slope failure as indicated on the approved drawings included in the bid package for STATE ROUTE 2047, SECTION 009 from approximately Segment 0100 Offset 1548 to Segment 0140 Offset 0731.

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:

Modified Item 0491-0014.

Modified Item 4491-0115.

Special Provision:

Other:

Added Roadway Plan - Sheets 5, 6, 7, 14, 16, and 18 of 41.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 8,389.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 5,234.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 429.0000 N

CLASS 2 EXCAVATION

0204-0100 C1, S1, T1 Cubic Yard 104.0000 N

CLASS 3 EXCAVATION

0205-0100 C1 Cubic Yard 86.0000 N

FOREIGN BORROW EXCAVATION

0205-0263 C1 Cubic Yard 1,829.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0264 C1 Cubic Yard 38.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0288 C1 Cubic Yard 104.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 8

0212-0001 C3, H, M2 Linear Foot 46.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 5,470.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0337 E Ton 1.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX

0313-0426 E Square Yard 5,179.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0437 E Ton 1,033.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0316-0437 E, F1 Ton 102.0000 N

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

MM MIX

0350-0108 C, E Square Yard 5,179.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0121 C, E Ton 20.0000 N

SUBBASE (NO. 2A)

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0413-0247 F Square Yard 40,057.0000 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-M

0413-0258 F Ton 60.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL-L

0413-2074 F Ton 2,017.0000 N

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

MM MIX, SRL-L

0413-6045 F Square Yard 4,918.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0460-0003 F4 Square Yard 84,510.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0001 F4 Square Yard 4,301.0000 N

ASPHALT PRIME COAT

0467-0006 F2 Linear Foot 833.0000 N

HEAVY DUTY MEMBRANES 48" WIDTH

0491-0013 F3 Square Yard 466.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0014 F3 Square Yard 33,016.0000 N 1 Modified MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4491-0115 F3 Square Yard 1,739.0000 N Std 1 Modified

MILLING OF ASPHALT PAVEMENT SURFACE, (SHOULDER BACKUP) 2 1/2" DEPTH

E 0601-1663 H Linear Foot 65.0000 N 18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

A 0616-0009 H Each 1.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 18" PIPE

O 0601-7313 H Linear Foot 65.0000 N

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

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0601-0100 H Linear Foot 65.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL (WITH RESILIENCY MEASURES)

A 0616-1252 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

E 0601-1665 H Linear Foot 111.0000 N 24" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

A 0616-0011 H Each 2.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 24" PIPE

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O 0601-7327 H Linear Foot 111.0000 N

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

A 0616-1204 H Each 2.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

O 0601-0102 H Linear Foot 111.0000 N

24" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL (WITH RESILIENCY MEASURES)

A 0616-1254 H Each 2.0000 N

THERMOPLASTIC END SECTION FOR 24" PIPE

0601-3118 H Linear Foot 61.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B HORIZONTAL, < 1.5' FILL, 50 YEAR DESIGN LIFE (WITH

RESILIENCY MEASURES)

0601-5430 H, K1 Cubic Yard 3.0000 N

CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0601-5901 H1 Linear Foot 863.0000 N

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

E 0604-7313 H Linear Foot 402.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, (OPEN JOINT), 15' - 1.5' FILL

O 0604-1463 H Linear Foot 402.0000 N 18" PERFORATED SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0604-0400 H Linear Foot 402.0000 N

18" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL

E 0604-7326 H Linear Foot 219.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, (OPEN JOINT), 10' - 2' FILL

O 0604-1465 H Linear Foot 219.0000 N 24" PERFORATED SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0604-0402 H Linear Foot 219.0000 N

24" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL

0605-2640 K Each 1.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2731 K Set 1.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2741 K Set 6.0000 N

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2760 K Set 3.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2850 K Each 4.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

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0605-2854 K Each 3.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2882 K Each 3.0000 N

TYPE D-H INLET BOX, HEIGHT < /= 10'

0606-0050 C1, K Set 1.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

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

0610-0003 H2 Linear Foot 675.0000 N

8" PIPE UNDERDRAIN, TYPE I BACKFILL

4610-7002 H2 Linear Foot 2,041.0000 N Std

6" PAVEMENT BASE DRAIN EXCLUDING GEOTEXTILE

0612-0001 C1, H Linear Foot 46.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 63.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 9.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 9.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 10.0000 N

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

4620-0400 J Each 1.0000 N Proj

TERMINAL SECTION, SINGLE , THRIE-BEAM

0620-0503 C1, J Linear Foot 2,350.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0872 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1600 J Linear Foot 300.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 1,688.0000 N

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

0620-1627 J Linear Foot 100.0000 N

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

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0620-2050 J Each 7.0000 N

THRIE-BEAM GUIDE RAIL TO PA 3-RAIL BRIDGE BARRIER WITHOUT CURB

4620-2050 J Each 1.0000 N Proj THRIE-BEAM GUIDE RAIL TO PA 3-RAIL BRIDGE BARRIER WITHOUT CURB , WITH 12'-6" THRIE-BEAM RAIL ELEMENT

4660-0002 F3 Linear Foot 10,250.0000 N Std

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2 MODIFIED

0660-0003 F3 Linear Foot 5,544.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0703-0025 C1, H Cubic Yard 9.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 1,573.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0026 M3 Pound 68.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

0804-0027 M3 Pound 105.0000 N

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

0804-0030 M3 Pound 5.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 58.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0805-0022 M3 Ton 1.0000 N

MULCHING - STRAW

0806-0111 M2 Square Yard 2,055.0000 N

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

4806-0121 M2 Square Yard 800.0000 N Proj

TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3B ORGANIC

0806-0130 M2 Square Yard 521.0000 N

TEMPORARY LONG-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 4

4810-0052 A, M1 Each 16.0000 N Std

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SELECTIVE TREE REMOVAL INCLUDING ROOT SYSTEM REMOVAL WITH SEEDING AND MULCHING

0811-0003 J2, M Linear Foot 356.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 4.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0031 C1 Cubic Yard 438.0000 N

ROCK, CLASS R-3

0851-0003 C1 Square Yard 27.0000 N

ROCK APRON

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0856-0001 C1 Each 9.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0860-0000 M2 Each 1.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 9.0000 N

INLET FILTER BAG FOR TYPE S INLET

0867-0018 M2 Linear Foot 425.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Std

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 250.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0460 Q Each 2.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0931-0001 R Square Foot 198.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 76.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0106 J, R Each 61.0000 N

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

0937-0110 J, R Each 36.0000 N

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

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0937-0300 R Each 134.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, WHITE POST WITH WHITE SHEETING

0937-0303 R Each 2.0000 N

FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, RED POST WITH WHITE SHEETING

0945-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0962-1000 O Linear Foot 39,651.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 39,363.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0971-0001 R Each 2.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

1018-0001 T1 Lump Sum 1.0000 N Std

REMOVAL OF EXISTING BRIDGE

1018-0002 T1 Lump Sum 1.0000 N Std

REMOVAL OF EXISTING BRIDGE

E 8510-0001 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT, AS DESIGNED, S-42757

A 1001-0255 S7 Pound 87.0000 N

6X6 EPOXY COATED DEFORMED WWF W4 X W4

A 1002-0052 S7 Pound 3,537.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0002 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT WITH PRECAST END SECTIONS

O 8520-0001 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT WITH CAST-IN-PLACE END SECTIONS

E 8510-0003 S4 Lump Sum 1.0000 N Std

PRECAST REINFORCED CONCRETE BOX CULVERT, AS DESIGNED, S-42763

A 1001-0255 S7 Pound 116.0000 N

6X6 EPOXY COATED DEFORMED WWF W4 X W4

A 1002-0052 S7 Pound 2,430.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0004 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT WITH PRECAST END SECTIONS

O 8520-0002 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

8800-0001 H Lump Sum 1.0000 N Std

WATERLINE RELOCATION

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9000-0011 J2 Linear Foot 60.0000 N Proj

REMOVE AND RESET FENCE

9000-0012 C1, M2 Cubic Yard 120.0000 N Proj

CHANNEL BED MATERIAL

9000-0013 C1, M2 Cubic Yard 37.0000 N Proj

RECOVER AND STOCKPILE EXISTING CHANNEL BED SUBSTRATE

9000-0020 C1, H, M2 Lump Sum 1.0000 N Std

TEMPORARY COFFERDAM

9000-0021 C1, H, M2 Lump Sum 1.0000 N Std

TEMPORARY PUMP BYPASS

9000-0055 M3 Pound 9.0000 N Proj

SEEDING AND SOIL SUPPLEMENTS - RIPARIAN BUFFER SEED MIXTURE

9000-0056 R Each 1.0000 N Proj

REMOVE AND RESET PENNSYLVANIA HISTORIC MARKER

9000-0057 H Each 2.0000 N Proj

CORE HOLE IN EXISTING INLET

9000-0058 H Linear Foot 4.0000 N Proj

CASING PIPE FOR UTILITY RELOCATIONS

9000-0059 J2 Each 4.0000 N Proj

REMOVE AND RESET 5' WOOD POST WITH ELECTRICAL OUTLET

9000-0064 A Linear Foot 750.0000 N Std

CLEANING AND GRADING EXISTING BERMS TO PROVIDE POSITIVE DRAINAGE

9000-0076 X Lump Sum 1.0000 N Std

STREAM MITIGATION AS-BUILTS

9000-1045 X Each 2.0000 N Std

TEMPORARY AND PERMANENT MAILBOX RESETTING

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42763

August 13, 2026 11:06:37 AM Page 15 of 114

SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

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

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

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

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

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

August 13, 2026 11:06:37 AM Page 16 of 114

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

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

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

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

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

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

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

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

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

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

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

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

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

August 13, 2026 11:06:37 AM Page 17 of 114

Header:

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

August 13, 2026 11:06:37 AM Page 18 of 114

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

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

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

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

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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

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

When a general or individual NPDES Permit is involved:

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

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

CCD.

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

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will approved Post Construction Stormwater Management (PCSM) Plan.

August 13, 2026 11:06:37 AM Page 19 of 114 be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

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

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

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

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

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

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

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

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

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

608 MOBILIZATION

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

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

Certified Payroll Records

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

Material Certifications

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

August 13, 2026 11:06:37 AM Page 20 of 114

As built drawings for Design/Build projects

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

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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

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

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

Addendum:

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

Provision Body:

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

APPENDIX C

DESIGNATED SPECIAL PROVISIONS

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

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

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

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

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

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

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

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

August 13, 2026 11:06:37 AM Page 21 of 114

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

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

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

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

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

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

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

APPENDIX C

DESIGNATED SPECIAL PROVISION 20 (DSP20)

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

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

(a) Definitions. As used in this clause—

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

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

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

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

(b) Prohibition. The Contractor is prohibited from—

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

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

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

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

(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823

August 13, 2026 11:06:37 AM Page 22 of 114 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].

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

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

CHANGE TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

Provision Body:

SECTION 110—PAYMENT

Section 110.06 MATERIAL STORED OR ON HAND. Revise to read as follows:

110.06 MATERIAL STORED OR ON HAND—

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

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

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

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

Assume full control and responsibility for the protection of the stored material from the elements and against loss or damage by any cause. In the event any stored material becomes lost, stolen, impaired, or damaged while stored, the monetary value of the lost, August 13, 2026 11:06:37 AM Page 23 of 114 stolen, impaired, or damaged material as may have been paid for in a current estimate will be deducted from a subsequent estimate.

Retain the title to the prepaid material until issuance of the acceptance certificate.

Payment for acceptable stored material will be made on current estimates against the applicable contract item. The amount paid will be proportionately recouped as the material is incorporated into the work. The cost of surplus stored material previously paid on a current estimate but not ultimately incorporated in the final measured work will not be included in the final payment. Surplus stored material is the property of the Contractor. Remove surplus material from the project and dispose of in a satisfactory manner.

Pay the material provider the amount due, as shown on the invoices within 7 calendar days of receipt of payment from the Department. Provide evidence of payment upon request. Failure to make invoice payments as specified will cause the appropriate monies to be deducted from future estimates and will cause the disapproval of further prepayment requests.

1. Prepayment for Structural Steel. Structural steel to be incorporated into fabricated structural steel components for main bridge members may be approved for payment up to 60% of the contract price of the applicable contract item or component item; provided the quantity, cost, delivery, inspection, and storage requirements of Section 110.06(a) are met. The cost of the structural steel is that amount to be paid by the Fabricator as evidenced by invoices. Invoices for approved structural steel are to include the material quantity and Department project identification (i.e., ECMS number, SR & Section, and county), and must be accompanied by certification, as specified in Section 106.03(b)3., and proof of payment (e.g., a copy of a canceled check or receipt, or a certified letter from the structural steel supplier acknowledging receipt of payment).

Payment for approved structural steel will be made on current estimates against the applicable contract item. The amount paid will be proportionately recouped as the fabricated structural steel components are incorporated into the work. Pay the Fabricator the amount due, as shown on the invoices, within 7 calendar days of receipt of payment from the Department. When payment is made, the structural steel becomes the property of the Department. Have the Fabricator furnish a transfer of ownership document within 7 calendar days of receipt of payment and promptly submit the documentation to the Department.

Only approved structural steel to be incorporated into fabricated structural steel components for main bridge members is eligible for prepayment.