PROPOSAL Report - Project 116658

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PROPOSAL REPORT

Project: 116658 Bid

Package: 1

Current Let: 08/27/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 08 County: Lancaster

SR/SEC/

Group ID: 222/083/---

Description

Church Street Resurface

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 PROJECT SPECIFIC - POSITIVE DRAINAGE SURVEY G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) 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 ... 48 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1401A - a01401 EQUAL EMPLOYMENT OPPORTUNITY WITH PREQUALIFICATION G2302A - a02302 Worker Protection and Investment G60B - a03001 NIGHT SHIFT G3401A - a03401 PREVAILING WAGE ACT G3501B - a03501 RECIPROCAL LIMITATIONS ACT REQUIREMENTS FOR CONSTRUCTION G110B - a05903 START OF WORK N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS G50E - a10750 GUIDE RAIL MOUNTED DELINEATORS 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS G120C - a12203 VIBRATORY ROLLER PRECAUTION P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S2011C - b02011 SECTION 201.3 00 - b04131 SECTION 413.3 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE 00 - b04132 SECTION 413.3(h)1.a - PLACING

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00 - b04133 SECTION 413.3(i) COMPACTION S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3 S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b08041 SECTIONS 804.2 & 804.3 00 - b08101 SECTION 810 - TREE TRIMMING AND SELECTIVE TREE REMOVAL 00 - b09521 SECTION 952 - CONTROLLER ASSEMBLY 00 - b09541 SECTION 954.3(i) GROUND RODS 00 - b09601 SECTIONS 960 and 964 00 - b10851 SECTION 1085.3(h)4 Backfill 00 - c06050 ITEM 4605-2401 - MANHOLE FRAME AND COVER, MODIFIED 00 - c06052 ITEM 4605-2850 - STANDARD INLET BOX, HEIGHT LESS THAN OR EQUAL TO 10’, CAST-IN-PLACE

00 - c06053 ITEM 4605-2854 - TYPE 4 INLET BOX, HEIGHT LESS THAN OR EQUAL TO 10’ , VAPOR TRAP AND HOOD

00 - c06054 ITEM 4605-3010 - TYPE 4 MANHOLE, STORM WATER, HEIGHT LESS THAN OR

EQUAL 5’, MODIFIED

00 - c06055 ITEM 4605-3011 - TYPE 4 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10', MODIFIED

00 - c06062 ITEM 4606-0162 - GRADE ADJUSTMENT OF EXISTING UTILITY BOXES, SANITARY

SEWER VENT

I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06301 ITEMS 4630-0021/0031/0041 - PLAIN CEMENT CONCRETE CURB, X” HEIGHT, CLASS AA CONCRETE

00 - c06761 ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK, MODIFIED 00 - c06762 ITEM 4676-0004 - DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS, CLASS AA CONCRETE

00 - c06951 ITEMS 4695-0003/0004 - DETECTABLE WARNING SURFACE, POLYMER

CONCRETE/COMPOSITE, BRICK RED

00 - c08081 ITEM 4808-0001 - SHRUB BED PREPARATION 00 - c08082 ITEMS 4808-0100 to 0108 & 3264/3353 – TREE, MODIFIED 00 - c08083 ITEM 4808-0130 - PLANTINGS – ARKANSAS BLUE STAR 00 - c08084 ITEM 4808-0131 - PLANTINGS – AROMATIC ASTER 00 - c08085 ITEM 4808-0132 - PLANTINGS – BLACK EYED SUSAN 00 - c08101 ITEM 4810-0023 - TREE TRIMMING TO A MAX HEIGHT OF 20’, MODIFIED 00 - c08102 ITEM 4810-0052 - SELECTIVE TREE REMOVAL, MODIFIED 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09101 ITEM 4910-1046 - ALUMINUM LIGHTING POLE WITH 10' BRACKET ARM TYPE A, BLACK POWDER COAT

00 - c095042 ITEM 4952-1040 - NEMA TS-2, TYPE 2 CONTROLLER ASSEMBLY, TYPE 1

MOUNTING, MODIFIED (BLACK)

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00 - c0952041 ITEM 4952-1041 - NEMA TS-2, TYPE 2 CONTROLLER ASSEMBLY, TYPE 2

MOUNTING, MODIFIED (BLACK)

00 - c09541 ITEM 4954-0302 - JUNCTION BOX, JB-27, LIGHTING 00 - c09561 ITEM 4956-0709 - VIDEO DETECTION SYSTEM (NO TRAFFIC) I19991A - c19991 ITEM 1999-0000 - TRAINEES FOR PROJECTS 100% STATE FUNDED 00 - c900010 ITEM 9000-0010 - GRADE ADJUSTMENT OF MONUMENT 00 - c900011 ITEM 9000-0011 - CONCRETE STEPS 00 - c900012 ITEM 9000-0012 - PERMEABLE CLAY BRICK PAVERS 00 - c900013 ITEM 9000-0013 - PVC CLEANOUT 00 - c900014 ITEM 9000-0014 - ALUMINUM EDGE RESTRAINT - BLACK 00 - c900015 ITEM 9000-0015 - STRUCTURAL SOIL 00 - c900016 ITEM 9000-0016 - TREE ROOT BARRIER 00 - c900017 ITEM 9000-0017 - LITTER RECEPTACLE 00 - c900019 ITEM 9000-0019 - INLET TOP SLAB WITH ROUND OPENING FOR MANHOLE

COVER

00 - c900020 ITEMS 9000-0020/0021/0022 - PVC PIPE REPLACEMENT 00 - c900023 ITEM 9000-0023 - TREE PROTECTION FENCING 00 - c900024 ITEM 9000-0024 - HAND RAILING 00 - c900025 ITEM 9000-0025 - ROOF DRAIN CONNECTIONS 00 - c900100 ITEM 9000-0100 - RELOCATE PRIVATE WATER SERVICE LATERAL 00 - c900101 ITEM 9000-0101 - RELOCATE FIRE HYDRANT 00 - c900200 ITEM 9000-0200 - RELOCATE PRIVATE SEWER LATERAL 00 - c900500 ITEM 9000-0500 - CCTV CAMERA POWER SUPPLY CABINET 00 - c900501 ITEM 9000-0501 - PUBLIC SAFETY CCTV CAMERA RESET COORDINATION 00 - c900505 ITEM 9000-0505 - COMM DROP FROM CITY NETWORK TO TRAFFIC SIGNAL 00 - c900510 ITEM 9000-0510 - RELOCATE LUMINAIRE BRACKET ARM 00 - c900511 ITEM 9000-0511 - ALUMINUM LIGHTING POLE, POST TOP MOUNT TYPE A, DECORATIVE

00 - c900512 TEM 9000-0512 - REMOVE SIGNAL PEDESTAL AND FOUNDATION 00 - c900513 ITEM 9000-0513 - POLE FOUNDATION, POST TOP MOUNT 00 - c900514 ITEM 9000-0514 - 65-WATT LED LUMINAIRE, ARM MOUNT (TO BE INSTALLED BY

OTHERS)

00 - c900515 ITEM 9000-0515 - REMOVAL OF EXISTING LIGHT POLES 00 - c900516 ITEM 9000-0516 - 65-WATT LED LUMINAIRE, ARM MOUNT 00 - c900517 ITEM 9000-0517 - 60-WATT LED LUMINAIRE, POST TOP MOUNT 00 - c900518 ITEM 9000-0518 - UTILITY COMPANY SERVICES 00 - c900520 ITEM 9000-0520 - WHITE PREFORMED THERMOPLASTIC LEGEND, “BUS”, 8’-0” ... 137 00 - c900521 ITEM 9000-0521 - WHITE PREFORMED THRMOPLSTC LGND, “LT ARROW AND 45

DEGREE LT ARROW”

00 - c900522 ITEM 9000-0522 - 24” GREEN PREFORMED THERMOPLASTIC PAVEMENT

MARKINGS

00 - c900523 ITEM 9000-0523 - 24” GREEN EPOXY PAVEMENT MARKINGS

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I68C - c90101 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90103 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

00 - c96850 ITEM 9605-2850 - STANDARD INLET BOX, HEIGHT LESS THAN OR EQUAL 10’, VAPOR TRAP AND HOOD

00 - c99481 ITEM 9948-0001 - REMOVE STEEL SIGN STRUCTURE

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BID PACKAGE SUMMARY

Project: 116658 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: Non - Federal (100% State) State Type of Work: RESURFACING/OVERLAYS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2020-IE

Scheduled Let: 08/27/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 10/13/2026 Structure Work: 0.00%

Required Completion: 11/22/2027 Wage Rates: Yes

Description:

This project consists of resurfacing, corridor, and intersection improvements along SR 0222 (Queen Street) south of the intersection of SR 0072 (Queen Street) and SR 0222 (Church Street), and continues along SR 0222 (Church Street), and ends along SR 0222 (Lime Street) north of the intersection of SR 0222 (Church Street/Vine Street/Lime Street) in City of Lancaster, Lancaster County.

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 contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

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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 2,237.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 3,119.0000 N

SAW CUTTING

0205-0100 C1 Cubic Yard 433.0000 N

FOREIGN BORROW EXCAVATION

0212-0001 C3, H, M2 Linear Foot 1,093.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 1,029.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0537 E Ton 355.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX

0316-0537 E, F1 Ton 100.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0

MM MIX

0350-0108 C, E Square Yard 1,349.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0413-0283 F Square Yard 8,860.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-H

0413-1029 F Ton 298.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM

MIX, SRL-L

0413-6055 F Square Yard 1,029.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0413-6057 F Ton 161.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX

0460-0001 F4 Square Yard 18,429.0000 N

ASPHALT TACK COAT

0491-0014 F3 Square Yard 8,860.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

E 0601-7008 H Linear Foot 30.0000 N

15" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL

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O 0601-0352 H Linear Foot 30.0000 N

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

E 0601-7014 H Linear Foot 75.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE

O 0601-0550 H Linear Foot 75.0000 N

18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, 100 YEAR DESIGN LIFE

E 0604-0398 H Linear Foot 126.0000 N

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

O 0604-4008 H Linear Foot 126.0000 N

15" PERFORATED REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL

4605-2401 K Set 7.0000 N Proj

MANHOLE FRAME AND COVER , MODIFIED

0605-2850 K Each 3.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 2.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' , CAST-IN-PLACE

4605-2854 K Each 1.0000 N Proj

TYPE 4 INLET BOX, HEIGHT < /= 10' , VAPOR TRAP AND HOOD

4605-3010 K Each 3.0000 N Proj

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

4605-3011 K Each 2.0000 N Proj

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

0605-5701 K Set 8.0000 N

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

0605-5711 K Set 3.0000 N

TYPE C CONCRETE TOP UNIT, 6" CURB HEIGHT AND BICYCLE SAFE GRATE

0605-5721 K Set 2.0000 N

TYPE C CONCRETE TOP UNIT, 8" CURB HEIGHT AND BICYCLE SAFE GRATE

0606-0160 C1, K Set 16.0000 N

GRADE ADJUSTMENT OF EXISTING WATER VALVES

0606-0161 C1, K Set 9.0000 N

GRADE ADJUSTMENT OF EXISTING GAS VALVES

4606-0162 C1, K Set 9.0000 N Proj

GRADE ADJUSTMENT OF EXISTING UTILITY BOXES , SANITARY SEWER VENT

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0007 X Lump Sum 1.0000 N

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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 1,093.0000 N

6" PAVEMENT BASE DRAIN

0610-7003 H2 Linear Foot 261.0000 N

8" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 10.0000 N

6" SUBSURFACE DRAIN OUTLETS

4630-0021 K Linear Foot 1,934.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT , CLASS AA CONCRETE

4630-0031 K Linear Foot 353.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT , CLASS AA CONCRETE

4630-0041 K Linear Foot 117.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT , CLASS AA CONCRETE

4676-0001 K Square Yard 2,986.0000 N Proj

CEMENT CONCRETE SIDEWALK , MODIFIED

4676-0004 K Square Yard 132.0000 N Proj

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS , CLASS AA CONCRETE

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 6,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

E 4695-0004 K Square Foot 634.0000 N Proj

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE , BRICK RED

O 4695-0003 K Square Foot 634.0000 N Proj

DETECTABLE WARNING SURFACE, POLYMER CONCRETE , BRICK RED

0703-0025 C1, H Cubic Yard 8.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 66.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 10.0000 N

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

0804-0032 M3 Pound 5.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

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0805-0015 M3 Square Yard 392.0000 N

MULCHING - SHREDDED BARK

4808-0001 M Square Yard 392.0000 N Proj

SHRUB BED PREPARATION

4808-0100 M Each 2.0000 N Proj

TREE - AMERICAN ELM - (2 1/2" CAL. B&B)

4808-0101 M Each 2.0000 N Proj

TREE - EASTERN REDBUD - (2 1/2" CAL. B&B)

4808-0102 M Each 2.0000 N Proj

TREE - BLACK TUPELO - (2 1/2" CAL. B&B)

4808-0103 M Each 1.0000 N Proj

TREE - CHINKAPIN OAK - (2 1/2" CAL. B&B)

4808-0104 M Each 2.0000 N Proj

TREE - FLOWERING DOGWOOD - (2 1/2" CAL. B&B)

4808-0105 M Each 3.0000 N Proj

TREE - AMERICAN IRONWOOD - (2 1/2" CAL. B&B)

4808-0106 M Each 1.0000 N Proj

TREE - SHINGLE OAK - (2 1/2" CAL. B&B)

4808-0107 M Each 1.0000 N Proj

TREE - SERVICEBERRY SPP - (2 1/2" CAL. B&B)

4808-0108 M Each 1.0000 N Proj

TREE - BLACK CHERRY - (2 1/2" CAL. B&B)

4808-0130 M Each 70.0000 N Proj

PLANTINGS - ARKANSAS BLUE STAR

4808-0131 M Each 104.0000 N Proj

PLANTINGS - AROMATIC ASTER

4808-0132 M Each 91.0000 N Proj

PLANTINGS - BLACK EYED SUSAN

4808-3264 M Each 6.0000 N Proj

LONDON PLANETREE - (2 1/2" CAL. B&B)

4808-3353 M Each 2.0000 N Proj

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

0808-6000 M 1000 Gallons 50.0000 N

WATERING

4810-0023 M1 Lump Sum 1.0000 N Proj

TREE TRIMMING TO A MAX HEIGHT OF 20'

4810-0052 A, M1 Each 3.0000 N Proj

SELECTIVE TREE REMOVAL , MODIFIED

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0845-0001 M2 Dollar 1,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0860-0000 M2 Each 5.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 27.0000 N

INLET FILTER BAG FOR TYPE C INLET

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0203 Q Each 1.0000 N

ARROW PANEL

0901-0240 Q, R Square Foot 50.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 964.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 1,469.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 11,773.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 1,362.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0910-0154 P8 Each 1.0000 N

POLE FOUNDATION, TYPE FC

4910-1046 P8 Each 1.0000 N Proj

ALUMINUM LIGHTING POLE WITH 10-FOOT BRACKET ARM (30-FOOT MOUNTING HEIGHT) TYPE A , BLACK POWDER

COATED

0910-4115 P8 Linear Foot 11,026.0000 N

AWG 6 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 964.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 1,824.0000 N

2" DIRECT BURIAL CONDUIT

0910-6000 C1, P8 Linear Foot 1,675.0000 N

TRENCH

0910-7020 P8 Each 1.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7025 P8 Lump Sum 1.0000 N

ASSET NUMBERING SYSTEM UPDATE EFFORT

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0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0003 R Square Foot 247.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0935-0001 R Square Foot 148.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0010 R Square Foot 25.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS

0936-0200 R Square Foot 122.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0310 R Each 32.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, WHITE POST WITH WHITE/BLANK SHEETING

0941-0001 R Each 14.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 18.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0950-0002 P Dollar 15,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-0235 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM, POWDER COATED

0951-0240 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, POWDER COATED

0951-2235 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 35' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-2240 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-4106 P Each 16.0000 N

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL, POWDER COATED

0951-4112 P Each 6.0000 N

PEDESTRIAN STUB POLE, TYPE B, POWDER COATED

0951-7305 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 30' & 55' MAST ARMS WITH LUMINAIRE ARM (30' MOUNTING HEIGHT) POWDER COATED

0951-7351 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 35' & 40' MAST ARMS WITH LUMINAIRE ARM (30' MOUNTING HEIGHT) POWDER COATED

4952-1040 P Each 1.0000 N Proj

NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING , MODIFIED (BLACK)

4952-1041 P Each 2.0000 N Proj

NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 2 MOUNTING , MODIFIED (BLACK)

July 30, 2026 14:55:17 PM Page 13 of 144

0954-0012 P8 Linear Foot 67.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 1,498.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 42.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 339.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 806.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 5,817.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 7,047.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 235.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 13.0000 N

JUNCTION BOX, JB-27

4954-0302 P8 Each 7.0000 N Proj

JUNCTION BOX, JB-27 , LIGHTING

0954-0305 P8 Each 3.0000 N

JUNCTION BOX, JB-30

0954-0402 P8 Each 3.0000 N

ELECTRICAL SERVICE, TYPE B

0955-3208 P Each 14.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3722 P Each 26.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

4956-0709 P Each 3.0000 N Proj

VIDEO DETECTION SYSTEM (NO TRAFFIC)

0956-0790 P Each 33.0000 N

ACCESSIBLE PEDESTRIAN SIGNALS

0956-0822 P Each 1.0000 N

OPTICAL PREEMPTION SYSTEM (2 APPROACHES)

0956-0823 P Each 2.0000 N

July 30, 2026 14:55:17 PM Page 14 of 144

OPTICAL PREEMPTION SYSTEM (3 APPROACHES)

0960-0001 O2 Linear Foot 3,263.0000 N

4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0002 O2 Linear Foot 528.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 922.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0008 O2 Linear Foot 153.0000 N

8" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 1,354.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 1,823.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 9,041.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 26.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0002 O Linear Foot 252.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 52.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0021 O Linear Foot 120.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0964-0112 O3 Each 8.0000 N

WHITE EPOXY LEGEND, "PED" , 8'-0"

0964-0255 O3 Linear Foot 12.0000 N WHITE EPOXY LEGEND, "YIELD LINE" , 12" X 18" TRIANGLE, (MIN 6 TRIANGLES PER LINE)

0964-0427 O3 Each 8.0000 N

WHITE EPOXY LEGEND, "BIKE" , 6'-0"

0964-0429 O3 Each 8.0000 N

WHITE EPOXY LEGEND, "STRAIGHT ARROW", 6' - 0" X 1' - 8"

0965-0021 O2 Linear Foot 1,641.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0101 O2 Each 3.0000 N

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

0965-0102 O2 Each 1.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "STOP", 8' - 0"

July 30, 2026 14:55:17 PM Page 15 of 144

0965-0220 O2 Each 4.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "STRAIGHT ARROW", 12' - 0" X 1' - 8"

0965-0224 O2 Each 6.0000 N

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

0965-0226 O2 Each 15.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "THRU AND RIGHT ARROW", 20' - 0" X 3' - 7"

0965-0228 O2 Each 9.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "THRU AND LEFT ARROW", 20' - 0" X 3' - 7"

0965-0256 O2 Linear Foot 66.0000 N WHITE PREFORMED THERMOPLASTIC LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)

0965-0257 O2 Each 10.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, SHARED LANE MARKING

0971-0001 R Each 8.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 8.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1999-0000 Z Hour 1,000.0000 N Std

TRAINEES FOR PROJECTS 100% STATE FUNDED

9000-0010 K Each 5.0000 N Proj

GRADE ADJUSTMENT OF MONUMENT

9000-0011 K Each 1.0000 N Proj

CONCRETE STEPS

9000-0012 K, K1 Square Foot 2,267.0000 N Proj

PERMEABLE CLAY BRICK PAVERS

9000-0013 H2 Each 4.0000 N Proj

PVC CLEANOUT

9000-0014 M, M2 Linear Foot 484.0000 N Proj

ALUMINUM EDGE RESTRAINT - BLACK

9000-0015 M Cubic Yard 562.0000 N Proj

STRUCTURAL SOIL

9000-0016 M, M2 Square Foot 4,161.0000 N Proj

TREE ROOT BARRIER

9000-0017 M Each 3.0000 N Proj

LITTER RECEPTACLE

9000-0019 H Each 2.0000 N Proj

INLET TOP SLAB WITH ROUND OPENING FOR MANHOLE COVER

9000-0020 H Linear Foot 11.0000 N Proj

8" PVC PIPE REPLACEMENT

July 30, 2026 14:55:17 PM Page 16 of 144

9000-0021 H Linear Foot 11.0000 N Proj

10" PVC PIPE REPLACEMENT

9000-0022 H Linear Foot 45.0000 N Proj

12" PVC PIPE REPLACEMENT

9000-0023 M2 Linear Foot 103.0000 N Proj

TREE PROTECTION FENCING

9000-0024 J2 Each 2.0000 N Proj

HAND RAILING

9000-0025 H Each 12.0000 N Proj

ROOF DRAIN CONNECTIONS

9000-0100 H Linear Foot 83.0000 N Proj

RELOCATE PRIVATE WATER SERVICE LATERAL

9000-0101 H Each 4.0000 N Proj

RELOCATE FIRE HYDRANT

9000-0200 H Linear Foot 15.0000 N Proj

RELOCATE PRIVATE SEWER LATERAL

9000-0500 P1 Each 3.0000 N Proj

CCTV CAMERA POWER SUPPLY CABINET

9000-0501 P1 Each 3.0000 N Proj

PUBLIC SAFETY CCTV CAMERA RESET COORDINATION

9000-0505 P Each 3.0000 N Proj

COMM DROP FROM CITY NETWORK TO TRAFFIC SIGNAL

9000-0510 P8 Each 2.0000 N Proj

RELOCATE LUMINAIRE BRACKET ARM

9000-0511 P8 Each 19.0000 N Proj ALUMINUM LIGHTING POLE, POST TOP MOUNT (14-FOOT MOUNTING HEIGHT) TYPE A, DECORATIVE

9000-0512 P8 Each 1.0000 N Proj

REMOVE SIGNAL PEDESTAL AND FOUNDATION

9000-0513 P8 Each 19.0000 N Proj

POLE FOUNDATION, POST TOP MOUNT

9000-0514 P8 Each 6.0000 N Proj

65-WATT LED LUMINAIRE, ARM MOUNT (TO BE INSTALLED BY OTHERS)

9000-0515 P8 Each 3.0000 N Proj

REMOVAL OF EXISTING LIGHT POLE

9000-0516 P8 Each 1.0000 N Proj

65-WATT LED LUMINAIRE, ARM MOUNT

9000-0517 P8 Each 19.0000 N Proj

July 30, 2026 14:55:17 PM Page 17 of 144

60-WATT LED LUMINAIRE, POST TOP MOUNT

9000-0518 P8 Dollar 10,000.0000 $1.00 Y Proj

UTILITY COMPANY SERVICES

9000-0520 O2 Each 1.0000 N Proj

WHITE PREFORMED THERMOPLASTIC LEGEND, "BUS", 8'-0"

9000-0521 O2 Each 7.0000 N Proj WHITE PREFORMED THERMOPLASTIC LEGEND, "LEFT ARROW AND 45 DEGREE LEFT ARROW", 18'-9"X6'-9"

9000-0522 O2 Linear Foot 227.0000 N Proj

24" GREEN PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

9000-0523 O Linear Foot 134.0000 N Proj

24" GREEN EPOXY PAVEMENT MARKINGS

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9605-2850 H Each 8.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10', VAPOR TRAP AND HOOD

9948-0001 R1 Each 1.0000 N Proj

REMOVE STEEL SIGN STRUCTURE

July 30, 2026 14:55:17 PM Page 18 of 144

SPECIAL PROVISIONS

Special Provision: 00 - a00001 PROJECT SPECIFIC - POSITIVE DRAINAGE SURVEY Addendum:

Action:

Item(s) Associated:

Header:

POSITIVE DRAINAGE SURVEY

Provision Body:

Confirm positive drainage at proposed curb ramps, along the curb or barrier before and after the placement of wearing course. Verify there is no ponding after the placement of wearing course. Areas two feet wide by two feet long and larger are considered as ponding and will need corrected.

Work is incidental to other items of work with no additional compensation. If there are ponding issues requiring corrective action, complete additional work at no additional cost to the Department.

Project Specific Details:

Special Provision: G51A - a00051 APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE) Addendum:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (STATE)

Provision Body:

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

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects.

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

DSP15. Commonwealth Standard Terms and Conditions.

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

July 30, 2026 14:55:17 PM Page 19 of 144

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

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

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

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

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

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

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

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.

July 30, 2026 14:55:17 PM Page 20 of 144

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

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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.

July 30, 2026 14:55:17 PM Page 21 of 144

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

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

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

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

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

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

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

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.

approved Post Construction Stormwater Management (PCSM) Plan.

July 30, 2026 14:55:17 PM Page 22 of 144

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

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

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

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

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

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

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:

July 30, 2026 14:55:17 PM Page 23 of 144

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

Certified Payroll Records

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

Material Certifications

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

As built drawings for Design/Build projects

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

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

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

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

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

Addendum:

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

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.

July 30, 2026 14:55:17 PM Page 24 of 144

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

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

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

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

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

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

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

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

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

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

APPENDIX C

DESIGNATED SPECIAL PROVISION 20 (DSP20)

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

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

(a) Definitions. As used in this clause—

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

July 30, 2026 14:55:17 PM Page 25 of 144

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

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

(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].

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

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

CHANGE TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

Provision Body:

SECTION 110—PAYMENT

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

110.06 MATERIAL STORED OR ON HAND—

(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

July 30, 2026 14:55:17 PM Page 26 of 144 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.