841571padot95398.pdf

PROPOSAL Report - Project 95398

September 1, 2026 14:42:12 PM Page 1 of 119

PROPOSAL REPORT

Project: 95398 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 05 County: Monroe

SR/SEC/

Group ID: 209/03S/MCT

Description

SR 209 Section 03S Safety Improvements Holy Cross to Hollow Road

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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 ... 46 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 G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW

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 00 - b90001 CLASS A CEMENT CONCRETE I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

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

CONCRETE

I2032D - c02032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

00 - c06050 ITEM 4605-2850 STANDARD INLET BOX, HEIGHT I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c07030 ITEM 4703-0100 TYPE A FINE AGGREGATE, CLEAN WASHED SAND 00 - c09011 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09379 ITEM 4937-0339 FLEX DELIN POST, TYPE GM-2, RED POST WITH WHITE/BLANK

SHEETING, WITH SCM

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00 - c09581 ITEM 4958-0321 TEMPORARY MODIFICATIONS TO EXISTING PERMANENT

TRAFFIC SIGNAL (2 APPROACHES)

I19992A - c19992 ITEM 1999-9999 - TRAINEES I80101A - c80101 ITEM 8610-0001 - RETAINING WALL, AS DESIGNED, S-42239 00 - c90105 ITEM 9000-0105 AS-BUILT PLAN 00 - c90106 ITEM 9000-0106 ABANDON EXISTING 6" AND 10" PVC FORCE MAINS 00 - c90107 ITEM 9000-0107 - HEALTH AND SAFETY PLAN (HASP) 00 - c90220 ITEM 9000-0220 - OVER-EXCAVATION OF SOIL AND BACKFILL WITH COARSE

AGGREGATE

00 - c90401 ITEM 9000-0401 MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MATERIAL RETAINED BY CONTRA

00 - c90607 ITEM 9000-0607 NON-SHRINK GROUT 00 - c90645 ITEM 9000-0645 RELOCATE MAILBOX 00 - c90696 ITEM 9000-0696 – REPAIR TEMPORARY IMPACT ATTENUATING DEVICE 00 - c90805 ITEM 9000-0805 SOIL AMENDMENT MIXTURE 00 - c90841 ITEM 9000-0841 BOG TURTLE EXCLUSION BARRIER 00 - c90842 ITEM 9000-0842 RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR (RQBTS)

INSPECTION AND INVENTORY

00 - c91900 ITEM 9000-1900 TEMPORARY INLET CAP 00 - c91901 ITEM 9000-1901 SCM MAINTENANCE AND INSPECTION 00 - c91906 ITEM 9000-1906 ON DEMAND PRIORITY STORMWATER REPAIRS 00 - c91908 ITEM 9000-1908 - TEMPORARY SANDBAG COFFERDAM 00 - c91913 ITEM 9000-1913/0102/0103/0104 BYPASS PUMPING AND 6"/10" PVC SDR-21 AND

CONC ENCASEMENT AND TE

00 - c91921 ITEM 9000-1921 ROCK BARRIER/FILTER 00 - c91922 ITEM 9000-1922 NPDES PERMIT OVERSIGHT, REPORTING AND TRACKING 00 - c91923 ITEM 9000-1923 GEOTEXTILE, CLASS 1, NON-WOVEN 00 - c91924 ITEM 9000-1924 - 4" CLEANOUT INSPECTION PORT 00 - c91955 ITEM 9000-1955 - SOILS MANAGEMENT 00 - c91956 ITEM 9000-1956/1958 SOLIDS SAMPLING 00 - c91957 ITEM 9000-1957 – HANDLING AND DISPOSAL OF REGULATED FILL 00 - c91959 ITEM 9000-1959 - EVENT-SPECIFIC SOIL, AQUEOUS, OR OTHER MEDIA

SAMPLING AND ANALYSES

00 - c91993 ITEM 9000-1993 - PLACE STOCKPILED STREAMBED MATERIAL 00 - c94990 ITEM 9000-4990 REMOVE PARCEL 6 LANDSCAPE WALL 00 - c94991 ITEM 9000-4991 REMOVE PARCEL 6 DECORATIVE POSTS 00 - c94992 ITEM 9000-4992 REMOVE PARCEL 6 SPLIT RAIL FENCE 00 - c94993 ITEM 9000-4993 REMOVE PARCEL 6 BLOCK PLANTER 00 - c94994 ITEM 9000-4994 REMOVE PARCEL 4 LIGHT POLE 00 - c94995 ITEM 9000-4995 REMOVE PARCEL 4 POST MOUNTED SIGN 00 - c94996 ITEM 9000-4996 REMOVE PARCEL 4 SIGN 00 - c94997 ITEM 9000-4997 TEST HOLES FOR UTILITY VERIFICATION

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00 - I80101B - PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS

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BID PACKAGE SUMMARY

Project: 95398 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: MISCELLANEOUS

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: 11/16/2026 Structure Work: 6.00%

Required Completion: 06/20/2029 DBE: 0% Wage Rates: Yes

Description:

The project consists of 0.464 miles of safety improvements and pavement widening of SR 0209 from the Holy Cross Road intersection to Middle Smithfield Elementary Drive. The project also includes the realignment and widening of SR 2023 (Hollow Road) to a T intersection with SR 0209. The project also includes a retaining wall along SR 0209, traffic signal improvements, drainage improvements, traffic signing, guiderail, pavement markings and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 209, SECTION 03S, in MONROE COUNTY in MIDDLE SMITHFIELD TOWNSHIP from segment 0540 offset 2505 to segment 0550 offset 2494.

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 5,115.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 4,644.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 252.0000 N

CLASS 2 EXCAVATION

0204-0150 C1, H, S Cubic Yard 6.0000 N

CLASS 4 EXCAVATION

0212-0001 C3, H, M2 Linear Foot 2,729.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 4,894.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0324 E Square Yard 2,526.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0313-0422 E Square Yard 929.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0430 E Square Yard 2,762.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 8" DEPTH

0316-0427 E, F1 Square Yard 295.0000 N

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

MM MIX, 6 1/2" DEPTH

0350-0106 C, E Square Yard 6,653.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0413-0192 F Square Yard 3,040.0000 N

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

DEPTH, SRL-H

0413-0245 F Square Yard 14,646.0000 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

0413-1024 F Ton 404.0000 N

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 2,526.0000 N

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

DEPTH

September 1, 2026 14:42:12 PM Page 7 of 119

0413-6045 F Square Yard 2,762.0000 N

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

DEPTH

0413-6047 F Ton 41.0000 N

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

0460-0001 F4 Square Yard 29,959.0000 N

ASPHALT TACK COAT

0491-0012 F3 Square Yard 2,566.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0516-2007 G1, G4 Linear Foot 196.0000 N

PATCHING JOINT

0516-2021 C1, E, G1 Cubic Yard 23.0000 N

SUBBASE MATERIAL FOR CONCRETE PAVEMENT PATCHING

0516-3030 G1 Square Yard 119.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 6" DEPTH

0519-1015 G4 Square Yard 100.0000 N

FULL-DEPTH LONGITUDINAL CONCRETE JOINT REPAIR, PERPENDICULAR JOINTS, 15" DEPTH

E 0601-0353 H Linear Foot 360.0000 N

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

O 0601-1663 H Linear Foot 360.0000 N 18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0601-7313 H Linear Foot 360.0000 N

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

E 0601-0560 H Linear Foot 78.0000 N 18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-7509 H Linear Foot 78.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-0563 H Linear Foot 59.0000 N 30" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-1927 H Linear Foot 59.0000 N

30" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 12 GAGE, SHORE/TRENCH

BOX, 100 YEAR DESIGN LIFE

O 0601-7525 H Linear Foot 59.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 3' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-5901 H1 Linear Foot 93.0000 N

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

0601-6380 H Linear Foot 68.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 2' - 1.5', 100 YEAR

DESIGN LIFE

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0601-6773 H Linear Foot 36.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B SHORE/TRENCH BOX HORIZONTAL, 2' - 1.5'

E 0604-0400 H Linear Foot 223.0000 N

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

O 0604-1463 H Linear Foot 223.0000 N 18" PERFORATED SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0604-7313 H Linear Foot 223.0000 N

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

E 0604-4014 H Linear Foot 297.0000 N 18" PERFORATED REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE

O 0604-7014 H Linear Foot 297.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 15' - 2' FILL, 100 YEAR DESIGN LIFE

0605-1300 C1, H1 Each 2.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 1.0000 N

MANHOLE FRAME AND COVER

0605-2600 K Each 1.0000 N

TYPE D ENDWALL

0605-2740 K Set 2.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2771 K Set 5.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

0605-2780 K Set 2.0000 N

TYPE M FRAME AND GRATE

0605-2850 K Each 7.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 2.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' GROUTED PIPE EXCAVATION

0605-2854 K Each 1.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

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

0610-7001 H2 Linear Foot 337.0000 N

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4" PAVEMENT BASE DRAIN

0610-7002 H2 Linear Foot 2,729.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 6.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 112.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 2.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0050 H2 Each 2.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 4.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 1.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-1600 J Linear Foot 191.0000 N

TYPE 31-S GUIDE RAIL

0620-1670 J Each 1.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2013 J Each 2.0000 N

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

0627-3020 J1 Linear Foot 2,158.0000 N

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

0630-0021 K Linear Foot 271.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0041 K Linear Foot 1,759.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0677-0001 C1, E Cubic Yard 37.0000 N

SELECTED MATERIAL SURFACING

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

September 1, 2026 14:42:12 PM Page 10 of 119

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

0703-0025 C1, H Cubic Yard 46.0000 N

NO. 57 COARSE AGGREGATE

4703-0100 C1, H Cubic Yard 46.0000 N Proj

TYPE A FINE AGGREGATE , CLEAN WASHED SAND

0802-0001 C1, M Cubic Yard 506.0000 N

TOPSOIL FURNISHED AND PLACED

0803-0001 C1, M Cubic Yard 101.0000 N

PLACING STOCKPILED TOPSOIL

0804-0032 M3 Pound 107.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0036 M3 Pound 426.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX

0804-0038 M3 Pound 363.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX

0804-0041 M3 Pound 9.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX

0805-0021 M3 Ton 5.0000 N

MULCHING - HAY

0805-0022 M3 Ton 6.0000 N

MULCHING - STRAW

0806-0112 M2 Square Yard 4,388.0000 N

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

0808-3131 M Each 12.0000 N

RIVER BIRCH - (2" CAL. B&B)

0808-3231 M Each 6.0000 N

BLACK GUM - (8' HT. B&B)

0808-3253 M Each 9.0000 N

TULIPTREE - (2 1/2" CAL. B&B)

0808-3323 M Each 10.0000 N

SWAMP WHITE OAK - (2 1/2" CAL. B&B)

0808-3842 M Each 28.0000 N

WHITE PINE - (5' HT. B&B)

0808-3921 M Each 22.0000 N

CANADA HEMLOCK - (5' HT. B&B)

September 1, 2026 14:42:12 PM Page 11 of 119

0808-4102 M Each 13.0000 N

RED OSIER DOGWOOD - (3' HT. B.R.)

0808-4311 M Each 5.0000 N

COMMON NINEBARK - (2' HT. B.R.)

0808-4787 M Each 14.0000 N

SPICEBUSH - (24" HT. CONTAINER)

0808-7123 M Each 15.0000 N COMMON BUTTONBUSH (24" HT. B.R. or CONTAINER)

0810-0052 A, M1 Each 10.0000 N

SELECTIVE TREE REMOVAL

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0020 C1 Each 6.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

0851-0003 C1 Square Yard 105.0000 N

ROCK APRON

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 6.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 5.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 1,308.0000 N

COMPOST FILTER SOCK, 12" 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 250.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 9,221.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0324 O Linear Foot 288.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 8,298.0000 N

September 1, 2026 14:42:12 PM Page 12 of 119

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 489.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 94.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0931-0001 R Square Foot 128.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 26.0000 N

POST MOUNTED SIGNS, TYPE F

0935-0411 P8 Each 1.0000 N

SCHOOL ZONE SPEED LIMIT FLASHING WARNING SIGNS (TYPE II)

0937-0112 J, R Each 1.0000 N

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

0937-0113 J, R Each 4.0000 N

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

0937-0201 J1, R Each 2.0000 N

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

0937-0332 R Each 14.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/WHITE SHEETING

0937-0339 R Each 9.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

4937-0339 R Each 12.0000 N Proj

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

STICKER

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 3.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0951-4014 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL

0954-0011 P8 Linear Foot 301.0000 N

1 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 276.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 14.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 11.0000 N

TRENCH AND BACKFILL, TYPE III

September 1, 2026 14:42:12 PM Page 13 of 119

0954-0302 P8 Each 2.0000 N

JUNCTION BOX, JB-27

0954-0402 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE B

0956-0001 P Linear Foot 505.0000 N

DETECTOR LEAD IN CABLE

0956-0101 P8 Linear Foot 76.0000 N

LOOP SENSOR

4958-0321 P, Q Each 1.0000 N Proj TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (2 APPROACHES) ADVANCED PREEMPTION

0960-0005 O2 Linear Foot 342.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 145.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 535.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 4.0000 N

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

0960-0222 O2 Each 2.0000 N

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

0960-0224 O2 Each 3.0000 N

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

0962-1000 O Linear Foot 5,781.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 582.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 8,376.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1025 O3 Each 3.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "ONLY", 8'-0"

0962-1061 O3 Each 2.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "RIGHT ARROW", 12'-0" X 3'-0"

0962-1062 O3 Each 1.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0"

0963-0001 O2, O3 Square Foot 1,566.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 20,428.0000 N

September 1, 2026 14:42:12 PM Page 14 of 119

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 572.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 10.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0971-0001 R Each 6.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 3.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

E 8610-0001 S5 Lump Sum 1.0000 N Std

CONCRETE RETAINING WALL, AS DESIGNED, S-42239

A 1002-0052 S7 Pound 12,100.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8600-0001 S5 Lump Sum 1.0000 N Std

SOLDIER PILE RETAINING WALL

O 8621-0001 S5 Lump Sum 1.0000 N Std

MECHANICALLY STABILIZED RETAINING WALL

O 8622-0001 S5 Lump Sum 1.0000 N Std

PRECAST MODULAR RETAINING WALL

9000-0102 H Linear Foot 425.0000 N Proj

6" PVC SDR-21 AND 10" PVC SDR-21 IN SHARED TRENCH

9000-0103 H Lump Sum 1.0000 N Proj

CONCRETE ENCASEMENT

9000-0104 X Lump Sum 1.0000 N Proj

PRESSURE TESTING

9000-0105 X Lump Sum 1.0000 N Proj

AS-BUILT PLAN

9000-0106 H Lump Sum 1.0000 N Proj

ABANDON EXISTING 6" AND 10" PVC FORCE MAINS

9000-0107 V2 Hour 3,100.0000 N Proj

HEALTH AND SAFETY PLAN (HASP)

9000-0220 C1 Cubic Yard 15.0000 N Proj

OVER-EXCAVATION AND BACKFILL WITH COARSE AGGREGATE

9000-0401 F3 Square Yard 8,971.0000 N Proj MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

September 1, 2026 14:42:12 PM Page 15 of 119

9000-0607 H Cubic Foot 7.0000 N Proj

NON-SHRINK GROUT

9000-0645 X Each 4.0000 N Proj

RELOCATE MAILBOX

9000-0696 J Dollar 20,000.0000 $1.00 Y Proj

REPAIR TEMPORARY IMPACT ATTENUATING DEVICE

9000-0805 M3 Cubic Yard 400.0000 N Proj

SOIL AMENDMENT MIXTURE

9000-0841 M2 Linear Foot 2,300.0000 N Proj

BOG TURTLE EXCLUSION BARRIER

9000-0842 ZZ Dollar 20,000.0000 $1.00 Y Proj

RECOGNIZED QUALIFIED BOG TURTLE SURVEYOR (RQBTS) INSPECTION AND INVENTORY

9000-1900 K Each 2.0000 N Proj

TEMPORARY INLET CAP

9000-1901 X Lump Sum 1.0000 N Proj

SCM MAINTENANCE AND INSPECTION

9000-1906 M2 Dollar 7,500.0000 $1.00 Y Proj

ON DEMAND PRIORITY STORMWATER REPAIRS

9000-1908 M2 Each 3.0000 N Proj

TEMPORARY SANDBAG COFFERDAM

9000-1913 M2 Lump Sum 1.0000 N Proj

BYPASS PUMPING

9000-1921 M2 Each 4.0000 N Proj

ROCK BARRIER/FILTER

9000-1922 X Dollar 10,000.0000 $1.00 Y Proj

NPDES PERMIT OVERSIGHT, REPORTING AND TRACKING

9000-1923 C3 Square Yard 424.0000 N Proj

GEOTEXTILE, CLASS 1, NON-WOVEN

9000-1924 M2 Each 2.0000 N Proj

4" CLEANOUT INSPECTION PORT

9000-1955 X Dollar 5,000.0000 $1.00 Y Proj

SOILS MANAGEMENT

9000-1956 X Dollar 2,000.0000 $1.00 Y Proj

SOLIDS SAMPLING (MANAGEMENT OF FILL POLICY)

9000-1957 X Dollar 10,000.0000 $1.00 Y Proj

HANDLING AND DISPOSAL OF REGULATED FILL

9000-1958 X Dollar 2,000.0000 $1.00 Y Proj

SOLIDS SAMPLING (LANDFILL CHARACTERIZATION)

September 1, 2026 14:42:12 PM Page 16 of 119

9000-1959 X Dollar 5,000.0000 $1.00 Y Proj

EVENT-SPECIFIC SOIL, AQUEOUS, OR OTHER MEDIA SAMPLING AND ANALYSES

9000-1993 C1, H Cubic Yard 10.0000 N Proj

PLACE STOCKPILED STREAMBED MATERIAL

9000-4990 C1 Linear Foot 68.0000 N Proj

REMOVE PARCEL 6 LANDSCAPE WALL

9000-4991 C1 Each 2.0000 N Proj

REMOVE PARCEL 6 DECORATIVE POSTS

9000-4992 C1 Linear Foot 145.0000 N Proj

REMOVE PARCEL 6 SPLIT RAIL FENCE

9000-4993 C1 Each 5.0000 N Proj

REMOVE PARCEL 6 BLOCK PLANTER

9000-4994 P8 Each 1.0000 N Proj

REMOVE PARCEL 4 LIGHT POLE

9000-4995 R Each 1.0000 N Proj

REMOVE PARCEL 4 POST MOUNTED SIGN

9000-4996 R Each 1.0000 N Proj

REMOVE PARCEL 4 SIGN

9000-4997 X Each 10.0000 N Proj

TEST HOLES FOR UTILITY VERIFICATION

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

9203-0101 C1 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

September 1, 2026 14:42:12 PM Page 17 of 119

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:

September 1, 2026 14:42:12 PM Page 18 of 119

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

September 1, 2026 14:42:12 PM Page 19 of 119

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

September 1, 2026 14:42:12 PM Page 20 of 119

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.

September 1, 2026 14:42:12 PM Page 21 of 119 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

September 1, 2026 14:42:12 PM Page 22 of 119

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.

September 1, 2026 14:42:12 PM Page 23 of 119

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

September 1, 2026 14:42:12 PM Page 24 of 119 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, September 1, 2026 14:42:12 PM Page 25 of 119 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.