PROPOSAL Report - Project 117509

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PROPOSAL REPORT

Project: 117509 Bid

Package: 1

Current Let: 09/17/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 05 County: Northampton

SR/SEC/

Group ID: 2018/02S/---

Description

Freemansburg Ave (SR 2018) Safety Improvements

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

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

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1001B - a01001 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment 00 - a90001 CONSTRUCTION REQUIREMENTS/RESTRICTIONS 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 I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c00070 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

00 - c06011 ITEMS 4601-XXXX PIPE CULVERTS MODIFIED 00 - c06051 ITEM 4605-2600 TYPE D ENDWALL FOR 24" X 38" ELLIPTICAL PIPE I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c08021 ITEM 4802-0001 TOPSOIL FURNISHED AND PLACED AMENDED SOIL 00 - c09011 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c093701 ITEM 4937-0339 FLEXIBLE DELINEATOR POST, TYPE GM-2, RED POST WITH

WHITE/BLANK SHEETING SCM

00 - c90002 ITEM 9000-0018 INLET FILTER BAG FOR TYPE D-H INLET 00 - c90003 ITEM 9000-0233 GEOTEXTILE, CLASS 1 (SY QUANTITY) 00 - c90004 ITEM 9000-0500 UNFORESEEN ROADWAY REPAIRS

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00 - c90005 ITEM 9000-0600 UNFORESEEN DRAINAGE REPAIRS 00 - c90006 ITEM 9000-0601 CONCRETE PIPE CRADLE 00 - c90007 ITEM 9000-0609 MRC UNDERDRAIN, MARKING TAPE, AND CLEANOUTS 00 - c90008 ITEM 9000-0645 TEMPORARY AND PERMANENT MAILBOX RESETTING 00 - c90009 ITEM 9000-0905 LED LUMINAIRE, ARM MOUNT 00 - c90010 ITEM 9000-0995 SNOW REMOVAL AND ICE CONTROL 00 - c90011 ITEM 9000-1090 CONCRETE WALL REMOVAL 00 - c90012 ITEM 9000-1101 WELD INLET GRATE 00 - c90013 ITEM 9000-1901 SCM MAINTENANCE AND INSPECTION 00 - c90014 ITEM 9000-1902 WEIGHTED SEDIMENT FILTER TUBE 00 - c90015 ITEM 9000-1903 GEOSYNTHETIC CLAY LINER 00 - c90016 ITEM 9000-1922 NPDES PERMIT OVERSIGHT, REPORTING, AND TRACKING 00 - c90017 ITEM 9000-1960 UNFORESEEN SINKHOLE REMEDIATION 00 - c90018 ITEM 9000-3690 SANITARY SEWER LATERAL GRADE ADJUSTMENT 00 - c90019 ITEM 9000-4981 UTILITY TEST PIT I9004A - c9004 ITEM 9000-1916 TEMPORARY DRAINAGE CONNECTION

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BID PACKAGE SUMMARY

Project: 117509 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight Non-NHS State Type of Work: RELOCATION/NEW CONSTRUCTION

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/17/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 11/02/2026 Structure Work: 0.00%

Required Completion: 10/06/2028 DBE: 0% Wage Rates: Yes

Description:

This project is the intersection realignment, improvements and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 2018, SECTION 02S, in NORTHAMPTON COUNTY BETHLEHEM TOWNSHIP from approximately 700' west of existing Farmersville Road (northern leg) at segment 0040 offset 0720 to approximately 500' east of existing Farmersville Road (southern leg) at segment 0040 offset 225.

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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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 11,350.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 3,241.0000 N

SAW CUTTING

0205-0285 C1 Cubic Yard 32.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0212-0001 C3, H, M2 Linear Foot 3,117.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 12,442.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0322 E Square Yard 509.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0324 E Square Yard 3,794.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0313-0426 E Square Yard 3,790.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0316-0437 E, F1 Ton 275.0000 N

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

MM MIX

0350-0106 C, E Square Yard 8,259.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0413-0195 F Square Yard 5,276.0000 N

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

DEPTH, SRL-L

0413-0245 F Square Yard 1,123.0000 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-H

0413-0382 F Square Yard 6,222.0000 N

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

DEPTH, SRL-E

0413-1019 F Ton 24.0000 N

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

0413-1024 F Ton 102.0000 N

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

MM MIX, SRL-L

0413-6035 F Square Yard 3,036.0000 N

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

DEPTH

0413-6045 F Square Yard 2,667.0000 N

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

DEPTH

0413-7006 F Ton 21.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, < 0.3 MILLION ESALS, 25.0 MM MIX

0460-0001 F4 Square Yard 22,487.0000 N

ASPHALT TACK COAT

0491-0013 F3 Square Yard 1,960.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 2,569.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4601-0763 H Linear Foot 95.0000 N Proj

18" DUCTILE IRON PIPE MODIFIED

E 0601-4363 H Linear Foot 266.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH BOX

O 0601-1863 H Linear Foot 266.0000 N

18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH

BOX

O 0601-0763 H Linear Foot 266.0000 N

18" DUCTILE IRON PIPE

4601-6421 H Linear Foot 56.0000 N Proj

24" X 38" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 7' - 3', 100 YEAR

DESIGN LIFE MODIFIED

4601-6435 H Linear Foot 297.0000 N Proj

19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 10' - 7', 100 YEAR

DESIGN LIFE MODIFIED

E 0601-7313 H Linear Foot 570.0000 N

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

O 0601-9363 H Linear Foot 570.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0601-0400 H Linear Foot 570.0000 N

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

E 0601-7327 H Linear Foot 125.0000 N

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

O 0601-9367 H Linear Foot 125.0000 N

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30" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0601-0404 H Linear Foot 125.0000 N

30" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL

4601-7509 H Linear Foot 508.0000 N Proj 18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE MODIFIED

E 0601-7511 H Linear Foot 12.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-0560 H Linear Foot 12.0000 N 18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-0973 H Linear Foot 12.0000 N

18" DUCTILE IRON PIPE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

4601-7528 H Linear Foot 361.0000 N Proj 30" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE MODIFIED

E 0601-7528 H Linear Foot 82.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-4437 H Linear Foot 82.0000 N

30" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-0563 H Linear Foot 82.0000 N 30" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-7710 H Linear Foot 50.0000 N

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

O 0601-4363 H Linear Foot 50.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH BOX

O 0601-0500 H Linear Foot 50.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0601-7716 H Linear Foot 28.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 7' - 3' FILL, SHORE/TRENCH BOX

O 0601-4365 H Linear Foot 28.0000 N 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH BOX

O 0601-0502 H Linear Foot 28.0000 N

24" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0605-2401 K Set 4.0000 N

MANHOLE FRAME AND COVER

4605-2600 K Each 1.0000 N Proj

TYPE D ENDWALL FOR 24" X 38" ELLIPTICAL PIPE

0605-2640 K Each 2.0000 N

TYPE D ENDWALL FOR 18" PIPE

August 14, 2026 12:06:48 PM Page 8 of 98

0605-2644 K Each 1.0000 N

TYPE D ENDWALL FOR 30" PIPE

0605-2730 K Set 6.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 3.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2740 K Set 2.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2750 K Set 2.0000 N

TYPE D-H CONCRETE TOP UNIT AND GRATES

0605-2760 K Set 4.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2771 K Set 5.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

0605-2850 K Each 12.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 10.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2882 K Each 6.0000 N

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

0605-3031 K Each 4.0000 N

TYPE 6 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-5751 K Set 5.0000 N TYPE C ALTERNATE CONCRETE TOP UNIT, 8" CURB HEIGHT, TYPE C FRAME AND BICYCLE SAFE GRATE

0606-0050 C1, K Set 1.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0606-0150 C1, K Set 6.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

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 3,117.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 20.0000 N

August 14, 2026 12:06:48 PM Page 9 of 98

6" SUBSURFACE DRAIN OUTLETS

0615-0050 H2 Each 1.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 1.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0620-0503 C1, J Linear Foot 29.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0624-0001 J2 Linear Foot 584.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0722 J2 Each 2.0000 N

VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 12-FOOT OPENING

0627-3020 J1 Linear Foot 596.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0628-3020 J1 Linear Foot 348.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0630-0021 K Linear Foot 36.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0041 K Linear Foot 1,887.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0676-0001 K Square Yard 135.0000 N

CEMENT CONCRETE SIDEWALK

0686-0001 X Each 10.0000 N

RIGHT-OF-WAY MONUMENTS

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

E 0695-0004 K Square Foot 89.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

O 0695-0002 K Square Foot 89.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 89.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

0696-0610 J1 Each 4.0000 N

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

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0697-0610 J1 Each 2.0000 N

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

0703-0025 C1, H Cubic Yard 2.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 161.0000 N

TOPSOIL FURNISHED AND PLACED

4802-0001 C1, M Cubic Yard 741.0000 N Proj

TOPSOIL FURNISHED AND PLACED AMENDED SOIL

0804-0025 M3 Pound 62.0000 N

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

0804-0027 M3 Pound 255.0000 N

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

0804-0030 M3 Pound 36.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0043 M3 Pound 28.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

0804-0060 X Dollar 1,000.0000 $1.00 Y

SOIL TESTING

0806-0113 M2 Square Yard 3,200.0000 N

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

0806-0140 M2 Square Yard 1,100.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0808-7012 M Each 299.0000 N

DUCK POTATO (PLUG)

0808-7041 M Each 299.0000 N

SWEET FLAG (PLUG)

0808-7221 M Each 299.0000 N

WOOLGRASS (PLUG)

0810-0025 M1 Each 2.0000 N

SELECTIVE TREE TRIMMING

0810-0052 A, M1 Each 5.0000 N

SELECTIVE TREE REMOVAL

0845-0001 M2 Dollar 2,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0022 C1 Square Yard 355.0000 N

ROCK, CLASS R-4

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0850-0031 C1 Cubic Yard 4.0000 N

ROCK, CLASS R-3

0851-0003 C1 Square Yard 163.0000 N

ROCK APRON

0856-0001 C1 Each 4.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0859-0021 H Each 2.0000 N

ANTI-SEEP COLLAR

0860-0000 M2 Each 15.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 2.0000 N

INLET FILTER BAG FOR TYPE S INLET

0860-0002 M2 Each 10.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 892.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 43.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0875-0001 C1, H Each 1.0000 N

CONCRETE OUTLET STRUCTURE

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 5,467.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0324 O Linear Foot 86.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 5,475.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 958.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 110.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0910-4116 P8 Linear Foot 585.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0931-0001 R Square Foot 86.7500 N

August 14, 2026 12:06:48 PM Page 12 of 98

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 3.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0010 R Square Foot 42.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS

0936-0200 R Square Foot 8.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0339 R Each 28.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

4937-0339 R Each 1.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING WITH SCM

STICKER

0941-0001 R Each 2.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0951-0130 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM

0951-0145 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM

0951-2140 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

0951-2145 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

0951-4012 P Each 4.0000 N

TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL

0952-1040 P Each 1.0000 N

NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING

0954-0012 P8 Linear Foot 223.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 539.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 156.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0153 C1, P8 Linear Foot 170.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 857.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 820.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

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0954-0203 P8 Linear Foot 1,021.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 3.0000 N

JUNCTION BOX, JB-27

0954-0305 P8 Each 2.0000 N

JUNCTION BOX, JB-30

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-3208 P Each 9.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3722 P Each 8.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0709 P Each 1.0000 N

VIDEO DETECTION SYSTEM

0956-0771 P Each 1.0000 N

RADAR DETECTION SYSTEM

0956-0790 P Each 8.0000 N

ACCESSIBLE PEDESTRIAN SIGNALS

0956-0801 P Each 1.0000 N

OPTICAL PREEMPTION SYSTEM

0958-0041 P, Q Each 1.0000 N

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

0958-0221 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL ON FIXED SUPPORTS, RESET (4 OR MORE APPROACHES)

0960-0005 O2 Linear Foot 874.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 102.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 426.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 3.0000 N

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

0960-0224 O2 Each 3.0000 N

August 14, 2026 12:06:48 PM Page 14 of 98

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

0962-1000 O Linear Foot 8,010.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 986.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 10,986.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 44.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 3,838.0000 N

4" PAVEMENT MARKING REMOVAL

0971-0001 R Each 8.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 3.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

9000-0018 M2 Each 6.0000 N Proj

INLET FILTER BAG FOR TYPE D-H INLET

9000-0233 C3, H Square Yard 1,325.0000 N Proj

GEOTEXTILE, CLASS 1 (SY QUANTITY)

9000-0500 X Dollar 5,000.0000 $1.00 Y Proj

UNFORESEEN ROADWAY REPAIRS

9000-0600 H Dollar 10,000.0000 $1.00 Y Proj

UNFORESEEN DRAINAGE REPAIRS

9000-0601 H Each 9.0000 N Proj

CONCRETE PIPE CRADLE

9000-0609 H Lump Sum 1.0000 N Proj

MRC UNDERDRAIN, MARKING TAPE, AND CLEANOUTS

9000-0645 X Each 14.0000 N Proj

TEMPORARY AND PERMANENT MAILBOX RESETTING

9000-0905 P8 Each 2.0000 N Proj

LED LUMINAIRE, ARM MOUNT

9000-0995 Q Dollar 10,000.0000 $1.00 Y Proj

SNOW REMOVAL AND ICE CONTROL

9000-1090 C1 Lump Sum 1.0000 N Proj

CONCRETE WALL REMOVAL

9000-1101 T4 Each 2.0000 N Proj

WELD INLET GRATE

August 14, 2026 12:06:48 PM Page 15 of 98

9000-1901 Z Lump Sum 1.0000 N Proj

SCM MAINTENANCE AND INSPECTION

9000-1902 M2 Linear Foot 18.0000 N Proj

WEIGHTED SEDIMENT FILTER TUBE

9000-1903 C1 Square Yard 1,910.0000 N Proj

GEOSYNTHETIC CLAY LINER

9000-1916 H Each 1.0000 N Std

TEMPORARY DRAINAGE CONNECTION

9000-1922 X Dollar 20,000.0000 $1.00 Y Proj

NPDES PERMIT OVERSIGHT, REPORTING, AND TRACKING

9000-1960 C1 Dollar 10,000.0000 $1.00 Y Proj

UNFORSEEN SINKHOLE REMEDIATION

9000-3690 H, K Linear Foot 150.0000 N Proj

SANITARY SEWER LATERAL GRADE ADJUSTMENT

9000-4981 C1 Each 15.0000 N Proj

UTILITY TEST PIT

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

August 14, 2026 12:06:48 PM Page 16 of 98

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 14, 2026 12:06:48 PM Page 17 of 98

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 14, 2026 12:06:48 PM Page 18 of 98

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 14, 2026 12:06:48 PM Page 19 of 98

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 14, 2026 12:06:48 PM Page 20 of 98 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 14, 2026 12:06:48 PM Page 21 of 98

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 14, 2026 12:06:48 PM Page 22 of 98

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 14, 2026 12:06:48 PM Page 23 of 98 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 14, 2026 12:06:48 PM Page 24 of 98 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.