PROPOSAL Report - Project 67170

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PROPOSAL REPORT

Project: 67170 Bid

Package: 1

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

Version: Current Addendum

Count: 1

District: 04 County: Lackawanna

SR/SEC/

Group ID: 0000/---/---

Description

Goers Hill Bridge No. 3 over White Oak Run

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 CONSTRUCTION RESTRICTIONS G4011B - a00002 CONSTRUCTION/HOLIDAY RESTRICTIONS G4010C - a00003 REQUIRED NOTIFICATIONS 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 ... 49 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS 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 G2302A - a02302 Worker Protection and Investment G2701B - a02701 LOCAL AUTHORITY CONTRACT--DEPARTMENT LET G2902A - a02902 LOCALLY SPONSORED PROJECT PAYMENT PROCESS 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 S9013A - b09013 SECTION 901.3(k) Work Area Pavement Markings 00 - c02011 ITEM 4201-0001 – CLEARING AND GRUBBING WITH RESTRICTIONS 00 - c02054 ITEM 4205-0264 – SELECTED BORROW ROCK, CLASS R-4 VIBRATED SOLID WITH

CLASS A CEMENT CONCRETE

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00 - c02057 ITEM 4205-0267 – SELECTED BORROW ROCK, R-7 CHOKED W/ ROCK, CLASS R-3

& STREAMBED MATERIAL

00 - c05011 ITEM 4501-0198 – REINFORCED CEMENT CONCRETE PAVEMENT, 6” DEPTH

CLASS AAA WITH FIBER

00 - c06019 ITEM 4601-1693 – 60” SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, 14 GAGE

INCLUDING REMOVAL

00 - c06056 ITEM 4605-2761 – TYPE D-H LEVEL CONCRETE TOP UNIT AND BICYCLE SAFE

GRATES 4” CURB

00 - c06074 ITEM 4607-0014 – REBUILT TYPE M INLET INCLUDES REMOVAL I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c06202 ITEM 4620-0502 – REMOVE EXISTING GUIDE RAIL (DEPARTMENT PROPERTY)

DELIVER TO LACKAWANNA CO

00 - c06202 ITEM 4620-2010 – THRIE-BEAM TO CONCRETE BRIDGE BARRIER TRANS W/O

CURB MOD LENGTH ON CURVE

00 - c06273 ITEM 4627-3019 – TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION

DISTANCE

00 - c08504 ITEM 4850-0034 – ROCK, CLASS R-6 CHOKED WITH NO. 1 COARSE AGGREGATE . 82 00 - c09011 ITEM 0901-0001 – MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c10181 ITEM 1018-0001 – REMOVAL OF EXISTING BRIDGE I80041A - c80041 ITEM 8010-0001/8000-0001/8100-0001 - AS-DESIGNED OR ALTERNATE

BRIDGE STRUCTURE, L-419

00 - c80041 PART B - SPECIAL DRAWINGS AND DESIGN REQUIREMENTS, L-419 00 - c86101 ITEM 8610-0001 – CONCRETE RETAINING WALL, AS DESIGNED, L-676 00 - c88001 ITEMS 8800-0001/0002 – TEMPORARY & PERMANENT PAW WATER LINE

RELOCATION

00 - c88003 ITEMS 8800-0003/0004 – TEMPORARY & PERMANENT ARCHBALD BOROUGH

SEWER LINE RELOCATION

00 - c90001 ITEM 9000-0001 – TEMPORARY PEDESTRIAN CHAIN LINK FENCE, 8’ HEIGHT 00 - c90002 ITEM 9000-0002 – TERMINAL SECTION, DOUBLE 00 - c90003 ITEM 9000-0003 – REMOVAL OF PORTION OF EXISTING RETAINING WALL 00 - c90004 ITEM 9000-0004 – INSTALLATION OF UGI GAS LINE ON BRIDGE 00 - c90009 ITEM 9000-0009 - VIBRATION AND MOVEMENT MONITORING AND CONTROL 00 - c90010 ITEM 9000-0010 – COFFERDAM (ALTERNATE DESIGN) 00 - c90011 ITEM 9000-0011 – TEMPORARY PUMP 00 - c90012 ITEM 9000-0012 - OVEREXCAVATION AND BACKFILLING UNDER FOUNDATION 00 - c90013 ITEM 9000-0013 – RODENT CONTROL INSPECTION 00 - c90014 ITEM 9000-0014 – RODENT CONTROL EXTERMINATION 00 - c90015 ITEM 9000-0015 – ASBESTOS ABATEMENT 00 - c90016 ITEM 9000-0016 – LEAD-BASED PAINT ABATEMENT 00 - c90017 ITEM 9000-0017 – UTILITY TEST HOLE I90151B - c90151 ITEM 9000-0151 UNFORSEEN BRIDGE REPAIRS I90157A - c90158 ITEM 9000-0158 - ADHESIVE ANCHOR, NO. 5 BAR

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I68C - c90511 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c90513 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I2032D - c92032 ITEM 9203-0201 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

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BID PACKAGE SUMMARY

Project: 67170 Bid Package: 1

Project Type: Municipal Posted: 08/25/2026

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: 10/01/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 12/28/2026 Structure Work: 45.00%

Required Completion: 09/11/2028 DBE: 0% Wage Rates: Yes

Description:

This project is for the replacement of an existing structure on STATE ROUTE 7401, SECTION BRG, in ARCHBALD BOROUGH, LACKAWANNA COUNTY, in the COMMONWEALTH of PENNSYLVANIA.The project is located along Goers Hill Street in Archbald Borough at the structure over White Oak Run from Station 39+00.00to Station 48+25.00 with an overall length of 868 feet.The proposed work is a replacement of the existing concrete-filled I-beam bridge with a composite prestressed concrete spread box beam bridge. Traffic will be diverted with a temporary roadway during construction.

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: 45.00%

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

Let Date Move:

Anticipated NTP: 12/28/2026

Required Completion: 09/11/2028

Description:

This project is for the replacement of an existing structure on STATE ROUTE 7401, SECTION BRG, in ARCHBALD BOROUGH, LACKAWANNA COUNTY, in the COMMONWEALTH of PENNSYLVANIA.The project is located along Goers Hill Street in Archbald Borough at the structure over White Oak Run from Station 39+00.00to Station 48+25.00 with an overall length of 868 feet.The proposed work is a replacement of the existing concrete-filled I-beam bridge with a composite prestressed concrete spread box beam bridge. Traffic will be diverted with a temporary roadway during construction.

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:

This Addendum is necessary to convert individual Plan Sheets to Bundled Plan Sets. There are no changes to the plans in this Addendum.

(1) Roadway Plan

(2) Erosion and Sediment Pollution

(3) Sewer Relocation Plan

(4) Signing and Pavement Marking Plan

(5) Structure Plan - L-419

(6) Structure Plan - L-676 - Retaining Wall

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(7) Traffic Control Plan

(8) Water Main Relocation Plan

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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 WITH RESTRICTIONS

0202-0001 B Lump Sum 1.0000 N

DEMOLITION

0203-0001 C Cubic Yard 3,289.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 325.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 7.0000 N

CLASS 2 EXCAVATION

0204-0150 C1, H, S Cubic Yard 2.0000 N

CLASS 4 EXCAVATION

0205-0264 C1 Cubic Yard 709.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

4205-0264 C1 Cubic Yard 39.0000 N Proj SELECTED BORROW EXCAVATION ROCK, CLASS R-4 VIBRATED SOLID WITH CLASS A CEMENT CONCRETE

4205-0267 C1 Cubic Yard 198.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-7 CHOKED WITH ROCK, CLASS R-3 AND NATURAL STREAMBED

MATERIAL

0205-0281 C1 Cubic Yard 564.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0285 C1 Cubic Yard 23.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0212-0001 C3, H, M2 Linear Foot 273.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 2,295.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0320 E Square Yard 363.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0324 E Square Yard 997.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0313-0327 E Square Yard 789.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 6 1/2" DEPTH

0350-0106 C, E Square Yard 2,496.0000 N

SUBBASE 6" DEPTH (NO. 2A)

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0413-0195 F Square Yard 2,818.0000 N

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

DEPTH, SRL-L

0413-1019 F Ton 49.0000 N

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

0460-0003 F4 Square Yard 3,707.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 789.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0013 F3 Square Yard 368.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 304.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4501-0198 G Square Yard 291.0000 N Proj

REINFORCED CEMENT CONCRETE PAVEMENT, 6" DEPTH CLASS AAA WITH FIBER

0503-0001 G1, K2 Square Yard 291.0000 N

PROTECTIVE COATING FOR CEMENT CONCRETE PAVEMENTS AND SHOULDERS

0601-0313 H Linear Foot 21.0000 N

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

E 0601-0353 H Linear Foot 276.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

O 0601-7313 H Linear Foot 276.0000 N

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

O 0601-9003 H Linear Foot 276.0000 N 18" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

4601-1693 H Linear Foot 204.0000 N Proj

60" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 14 GAGE INCLUDING

REMOVAL

0601-5430 H, K1 Cubic Yard 1.0000 N

CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0605-2401 K Set 4.0000 N

MANHOLE FRAME AND COVER

0605-2640 K Each 2.0000 N

TYPE D ENDWALL FOR 18" PIPE

4605-2761 K Set 1.0000 N Proj

TYPE D-H LEVEL CONCRETE TOP UNIT AND BICYCLE SAFE GRATES 4" CURB

0605-2781 K Set 4.0000 N

TYPE M FRAME AND BICYCLE SAFE GRATE

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0605-2850 K Each 5.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2882 K Each 1.0000 N

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

0605-3010 K Each 1.0000 N

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

0605-3011 K Each 1.0000 N

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

0605-3012 K Each 2.0000 N

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

0605-5701 K Set 1.0000 N

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

0606-0070 C1, K Set 3.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS, TYPE 2 RISER

4607-0014 K Vertical Foot 2.0000 N Proj

REBUILT TYPE M INLET INCLUDES REMOVAL

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 273.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 2.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

4620-0502 C1, J Linear Foot 319.0000 N Proj

REMOVE EXISTING GUIDE RAIL (DEPARTMENT PROPERTY) , DELIVER TO LACKAWANNA COUNTY

0620-0872 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1600 J Linear Foot 25.0000 N

TYPE 31-S GUIDE RAIL

0620-1635 J Linear Foot 50.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1645 J Linear Foot 13.0000 N

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CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1670 J Each 1.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-1680 J Linear Foot 13.0000 N

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

4620-2010 J Each 2.0000 N Proj

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB , MODIFIED LENGTH ON

CURVE

0620-2011 J Each 1.0000 N

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

0620-2012 J Each 1.0000 N

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

BARRIER

4627-3019 J1 Linear Foot 371.0000 N Proj

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

0676-0001 K Square Yard 7.0000 N

CEMENT CONCRETE SIDEWALK

0677-0001 C1, E Cubic Yard 41.0000 N

SELECTED MATERIAL SURFACING

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 4.0000 N

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

0802-0001 C1, M Cubic Yard 118.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 35.0000 N

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

0804-0036 M3 Pound 12.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX

0804-0039 M3 Pound 4.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA N CONSERVATION MIX

0804-0043 M3 Pound 15.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

0806-0113 M2 Square Yard 307.0000 N

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

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0806-0140 M2 Square Yard 341.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0811-0003 J2, M Linear Foot 379.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 1.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0034 C1 Cubic Yard 72.0000 N

ROCK, CLASS R-6

4850-0034 C1 Cubic Yard 10.0000 N Proj

ROCK, CLASS R-6 CHOKED WITH NO. 1 COARSE AGGREGATE

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 9.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 3.0000 N

INLET FILTER BAG FOR TYPE C INLET

0860-0010 M2 Each 1.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET

0867-0018 M2 Linear Foot 218.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 119.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0330 O Linear Foot 900.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 29.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0931-0001 R Square Foot 38.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 6.0000 N

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POST MOUNTED SIGNS, TYPE F

0937-0106 J, R Each 6.0000 N

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

0937-0113 J, R Each 6.0000 N

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

0937-0201 J1, R Each 4.0000 N

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

0937-0339 R Each 8.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0958-0041 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (4 OR MORE APPROACHES)

0960-0021 O2 Linear Foot 20.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 65.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0962-1000 O Linear Foot 866.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 1,654.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 57.0000 N

PAVEMENT MARKING REMOVAL

0971-0001 R Each 5.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 10.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1002-0052 S7 Pound 3,556.0000 N

REINFORCEMENT BARS, EPOXY COATED

1018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE

E 8010-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, L-419

A 1002-0052 S7 Pound 43,576.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0220 S7 Pound 75.0000 N

STAINLESS STEEL REINFORCEMENT BARS

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O 8000-0001 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

8610-0001 S5 Lump Sum 1.0000 N Proj

CONCRETE RETAINING WALL, AS DESIGNED, L-676

8800-0001 H Lump Sum 1.0000 N Proj

TEMPORARY PAW WATER LINE RELOCATION

8800-0002 H Lump Sum 1.0000 N Proj

PERMANENT PAW WATER LINE RELOCATION

8800-0003 H Lump Sum 1.0000 N Proj

TEMPORARY ARCHBALD BOROUGH SEWER LINE RELOCATION

8800-0004 H Lump Sum 1.0000 N Proj

PERMANENT ARCHBALD BOROUGH SEWER LINE RELOCATION

9000-0001 J, J2 Linear Foot 172.0000 N Proj

TEMPORARY PEDESTRIAN CHAIN LINK FENCE, 8' HEIGHT

9000-0002 J Each 2.0000 N Proj

TERMINAL SECTION, DOUBLE

9000-0003 S5 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING RETAINING WALL

9000-0004 X Lump Sum 1.0000 N Proj

INSTALLATION OF UGI GAS LINE ON BRIDGE

9000-0009 X Lump Sum 1.0000 N Proj

VIBRATION AND MOVEMENT MONITORING AND CONTROL

9000-0010 M2 Linear Foot 108.0000 N Proj

COFFERDAM (ALTERNATE DESIGN)

9000-0011 M2 Each 2.0000 N Proj

TEMPORARY PUMP

9000-0012 C1 Cubic Yard 63.0000 N Proj

OVEREXCAVATION AND BACKFILLING UNDER FOUNDATION

9000-0013 X Lump Sum 1.0000 N Proj

RODENT CONTROL INSPECTION

9000-0014 X Lump Sum 1.0000 N Proj

RODENT CONTROL EXTERMINATION

9000-0015 B1 Dollar 15,000.0000 $1.00 Y Proj

ASBESTOS ABATEMENT

9000-0016 V2 Dollar 4,500.0000 $1.00 Y Proj

LEAD-BASED PAINT ABATEMENT

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9000-0017 C1 Each 6.0000 N Proj

UTILITY TEST HOLE

9000-0151 S2, S9 Dollar 20,000.0000 $1.00 Y Std

UNFORESEEN BRIDGE REPAIRS

9000-0158 S7 Each 23.0000 N Std

ADHESIVE ANCHOR, NO. 5 BAR

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0201 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

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SPECIAL PROVISIONS

Special Provision: 00 - a00001 CONSTRUCTION RESTRICTIONS Addendum:

Action:

Item(s) Associated:

Header:

CONSTRUCTION RESTRICTIONS

Provision Body:

Tree trimming and building demolition are to be completed during the Inactive Bat Season from November 16th to March 31st.

In-stream work restriction from October 1st to April 1st.

Do not institute long term traffic control until required construction approvals have been acquired.

If required, the Contractor will be allowed to install seeding outside of the dates in accordance with Section 804.3. If seeding is installed outside of the dates outlined in Section 804.3, the Contractor will return to the site the following year to ensure 70% vegetative cover has been established. If 70% vegetative cover has not been established, the Contractor will re-seed the areas at no additional cost to the Department.

See “CONSTRUCTION/HOLIDAY RESTRICTIONS” for additional non-working days and times.

Obey local municipality ordinances related to noise, working hours, and all other construction activities.

This project is located within the known range of the THREATENED AND ENDANGERED BAT SPECIES, the Northern Long-Eared Bat (Myotis septentrionalis), which is protected by the Federal Government.

The Time of Year Restriction (No work from May 15 to August 15 of any calendar year) for Tree cutting and related work as outlined in ITEM 4201-0001 CLEARING AND GRUBBING, WITH RESTRICTIONS applies to all Preconstruction and construction work activities related to the project.

Once the project is initiated, make every effort to perform continuous construction operations and minimize the duration of the project.

Continuous construction operations are defined as providing active construction staffing, equipment, and sufficient material each workday.

No blasting is allowed on this project.

No burning is allowed.

Do not store flammable material and chemicals underneath any bridge within the project limits.

Do not operate off-road equipment on any Publicly-owned bridge or roadway.

Do not allow construction activity under any structure members which are not appropriately tightened and secured.

Five days before the completion of work and before the M&PT is reset or removed, the contractor is to contact the Assistant Bridge Engineer (Gary Borgacci at 570-963-3513) to schedule an (NBI) inspection for each bridge, and to include a letter stating the inspection was completed before closing out the job.

Do not store any equipment or stockpile any material within 30 feet of any roadway open to traffic unless protected by temporary barrier.

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Do not place the bridge deck after September 30, 2027 without prior approval from the District Bridge Engineer and District Structure Control Engineer.

An initial PA One Call and a meeting with all necessary parties must be scheduled within ten (10) days of when contract work is to begin.

Contact emergency services and appropriate municipal officials including police, fire, ambulance, schools, and postal services two (2) weeks prior to start of work to inform them of proposed work schedule. Provide copies of notification to the Project Manager.

Protect any material being hauled to or away from the construction site. Cover any loads which create dust or other undesirable conditions. Loads of waste material emitting any liquid drippings are not allowed on any public roadway. Clean or sweep debris left from construction activities on any public roadway with a street sweeper or broom to the satisfaction of the Representative at no additional cost to the Department.

Repair any damage to existing pavement areas adjacent to construction operations as directed and at no additional cost to the Department.

Be responsible for and provide security as required to prevent vandalism or cracking on unhardened concrete surfaces.

The Department has not provided additional time in the contract for acquiring waste areas and/or permits for these waste areas, if required. The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

Perform concrete truck washing as specified on the Erosion and Sediment Pollution Control Plan or at a site approved by the County Conservation District.

Be responsible for any damages to existing utilities caused by contractor operations. Contact the applicable authority immediately in the event of any damage.

The work area is to be maintained in a neat and orderly condition. Remove all debris from the work area at the close of each day operations.

Maintain access of existing driveway for property owners. Existing driveway will only be used to deliver material and equipment. Do not store any material or equipment on existing driveway.

Sufficient time has been allowed in the project to procure materials. A time extension will not be given for materials not ordered on time.

There are no on-site waste areas. The contractor will be responsible for hauling all excess spoils to an offsite location(s). The contractor will be responsible for ensuring all offsite waste areas have approved E&S plans and associated permits.

The contractor is to utilize and allocate crews, equipment and materials, as necessary, for the completion of work activities within the specified work periods, to deliver the project on the specified completion date, uphold project milestones, and meet all contractual requirements.

Allow seven (7) calendar days for the review of beam seat elevations by the Structure Control Engineer. Allow three (3) calendar days for the review of pile survey by the Structure Control Engineer.

Work is anticipated to be completed over winter months. See Pub 408 Section 1001.3(p) for Cool and Cold Weather Curing and Protection Requirements.

No slip formed parapets are allowed.

Review guiderail and provide any comments or questions in PCCC within 30 days after Notice to Proceed. A time extension will not be issued for any comments or questions submitted after this timeframe.

Complete Asbestos Abatement and Demolition/Renovation Notification Form (2700-FM-AQ0021) prior to bridge or building demolition. Submit completed copy to the PA Department of Environmental Protection.

Project Specific Details:

August 26, 2026 09:56:37 AM Page 18 of 119

Special Provision: G4011B - a00002 CONSTRUCTION/HOLIDAY RESTRICTIONS Addendum:

CONSTRUCTION/HOLIDAY RESTRICTIONS

Provision Body:

Implement the following holiday restriction for the time frames listed below. Do not perform any work, including permit work, which will affect traffic on any State Route unless approved by the Department. Such work and/or activities include, but are not limited to the following:

Slow Moving Construction vehicles entering or leaving the roadways, Crane swings over or near the highway, Any lane closures

Easter - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

Memorial Day and Labor Day - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

Thanksgiving - Restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M. following the holiday.

Independence Day (July 4th), Christmas (December 25th) and New Year's (January 1st)

If the holiday is Monday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

If the holiday is Wednesday, then the restriction starts from Tuesday, 12:01 A.M. preceding the holiday to Thursday, 12:59 P.M.

following the holiday.

If the holiday is Thursday, then the restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M.

following the holiday.

If the holiday is Friday, then the restriction starts from Thursday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

If the holiday is Saturday or Sunday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M.

following the holiday.

Independence Day (July 4th)

If the holiday is Tuesday, then the restriction starts from Monday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M.

following the holiday.

Christmas (December 25th) and New Year's (January 1st)

If the holiday is Tuesday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M. following the holiday.

August 26, 2026 09:56:37 AM Page 19 of 119

Special Provision: G4010C - a00003 REQUIRED NOTIFICATIONS

REQUIRED NOTIFICATIONS

Provision Body:

Provide the following notification to the Inspector-in-Charge of the following:

Start of physical work – seven calendar days Width, height, or weight restrictions to any roadway – ten working days (excluding State holidays). This information should be on the form M-937R.

Removal of width, height, or weight restrictions to any roadway – immediately upon removal. This information should be on the form M-937RO.

Start of any operation affecting traffic (lane closures, total closures, etc.) -- seven calendar days with a confirmation the morning of the operation.

You will not be permitted to close or restrict any roadway until ten working days (excluding State holidays) after such notification is received by the District Permits Unit.

No time extensions will be granted for failure to submit the required notices.

Also, directly notify local residents, school districts, local and county emergency management agencies (EMAs) of work that impacts those entities at the start of the project and again no less than four calendar days in advance of such work. Provide documentation of such notifications to the Inspector-in-Charge.

Regardless of these provisions, provide notification to any entities that are affected by your operations sufficiently ahead of the operations to allow those entities to adjust their operations accordingly.

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

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.

August 26, 2026 09:56:37 AM Page 20 of 119

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.

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.

August 26, 2026 09:56:37 AM Page 21 of 119

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

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—

August 26, 2026 09:56:37 AM Page 22 of 119

(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

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

August 26, 2026 09:56:37 AM Page 23 of 119

Addendum:

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 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.

approved Post Construction Stormwater Management (PCSM) Plan.

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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

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.

August 26, 2026 09:56:37 AM Page 25 of 119

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.

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).

August 26, 2026 09:56:37 AM Page 26 of 119

• 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…