840363padot74521.pdf

PROPOSAL Report - Project 74521

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PROPOSAL REPORT

Project: 74521 Bid

Package: 1

Current Let: 09/24/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 08 County: Dauphin

SR/SEC/

Group ID: 3022/005/---

Description

Maclay Street Bridge

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 ENVIRONMENTAL RESOURCE AVOIDANCE 00 - a00001 FP-001 CERTIFICATION OF CLEAN FILL 00 - a00002 SEPARATE NPDES PERMIT REQUIREMENTS 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 ... 56 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA 00 - a01701 FALL PROTECTION AND RESCUE PLAN G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS G2201A - a02201 RAILROAD COMPANY CONTACT PERSON 00 - a02203 RAILROAD ADDITIONAL REQUIREMENTS 00 - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (3rd Party Flagging Direct Hire)

G2302A - a02302 Worker Protection and Investment G2502A - a02502 REQUIREMENT OF THE PUBLIC UTILITY COMMISSION G60B - a02510 NIGHT SHIFT G110B - a02601 START OF WORK N10501B - a10501 BRIDGE SHOP DRAWINGS N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS

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G50E - a10701 GUIDE RAIL MOUNTED DELINEATORS 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS 00 - a12205 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 S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3 S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b07042 SECTION 704 AND SECTION 1001 00 - b08041 SECTIONS 804.2 & 804.3 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 00 - b09521 SECTION 952 - CONTROLLER ASSEMBLY 00 - b09541 SECTION 954.3(i) GROUND RODS 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS 00 - b10851 SECTION 1085.3(h)4 Backfill 00 - b12199 ELASTOMER WATERPROOFING MEMBRANE ON OTHER SURFACES 00 - b12202 TIMBER LAGGING 00 - b12203 WALL PANELS, PRECAST REINFORCED CONCRETE 00 - b12204 FABRICATED STRUCTURAL STEEL, GALVANIZED, W12x152 00 - c06090 ITEM 0609-0002 - INSPECTOR’S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c08491 ITEM 4849-0010 - ROCK CONSTRUCTION ENTRANCE (ABACT) 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09511 ITEMS 4951-0230/0245/0250/0260/2240/4102 - TRAFFIC SIGNAL SUPPORTS

MODIFIED

00 - c09521 ITEM 4952-1040 - NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1

MOUNTING MODIFIED

00 - c09531 ITEM 4953-0601 - MANAGED NETWORK SWITCH, FIELD SWITCH TYPE B

MODIFIED

00 - c09561 ITEM 4956-0712 - OMNI-VIEW VIDEO DETECTION SYSTEM MODIFIED 00 - c09562 ITEM 4956-0800 - GPS (RADIO BASED) EMERGENCY VEHICLE PREEMPTION

SYSTEM

00 - c09621 ITEM 4962-1030 - WHITE WATERBORNE PAVEMENT LEGEND, “HANDICAP

SYMBOL”, 3’-3”X 2’-11” ON BLUE

00 - c10071 ITEM 5007-0350 - MICROPILES 9 5/8" DIAMETER, PLAIN STEEL (EPOXY COATED

ALL-THREAD BAR)

00 - c10181 ITEM 1018-0049 - REMOVAL OF PORTION OF EXISTING BRIDGE, S-42336

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00 - c10182 ITEM 1018-0050 - REMOVAL OF PORTION OF EXISTING BRIDGE, S-42172 I19992A - c19992 ITEM 1999-9999 - TRAINEES I80041A - c80301 ITEMS 8030/8000/8100-0001 - BRIDGE STRUCTURES, AS DESIGNED &

ALTERNATES, S-42172

00 - c80302 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-42172... 131 I80041A - c81201 ITEMS 8120-0001, 8000/8100-0002 - BRIDGE STRUCTURE, AS DESIGNED &

ALTERNATES, S-42336

00 - c81202 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-42336... 139 00 - c90001 ITEM 9000-0001 - REMOVE PARCEL 7 LIGHT POLE 00 - c90003 ITEM 9000-0002 - REMOVE PARCEL 7 SIGN 00 - c90005 ITEM 9000-0007 - ENDWALL ENERGY DISSIPATOR 00 - c90007 ITEM 9000-0008 - TEMPORARY STREAM CROSSING 00 - c90009 ITEMS 9000-0009/0010 - ELLIPTICAL REINFORCED CONCRETE PIPE (OPEN

JOINT)

00 - c90011 ITEM 9000-0011 - INLET CAP (WITH ROUND OPENING) 00 - c90013 ITEM 9000-0012 - SEEDING AND SOIL SUPPLEMENTS - PENNDOT SEED MIX 1 00 - c90015 ITEM 9000-0013 - SEEDING AND SOIL SUPPLEMENTS - STORMWATER AREA

SEED MIX

00 - c90017 ITEM 9000-0014 - SOIL AMENDMENT MIXTURE 00 - c90019 ITEM 9000-0015 - 30 MIL HDPE IMPERMEABLE LINER 00 - c90021 ITEM 9000-0016 - STORMWATER SOIL MIX 00 - c90023 ITEM 9000-0020 - EXISTING DRAINAGE CONNECTION 00 - c90025 ITEM 9000-0050 - CHAIN LINK SECURITY FENCE 00 - c90026 ITEM 9000-0051 - CHAIN LINK SECURITY FENCE VEHICULAR GATE, 30 FOOT

OPENING

00 - c90027 ITEM 9000-0052 - PARCEL 20 RETAINING WALL 00 - c90029 ITEM 9000-0053 - REMOVE EXISTING CHAIN LINK SECURITY FENCE AND GATE ... 152 00 - c90031 ITEM 9000-0054 - REMOVE EXISTING PEDESTRIAN RAILING 00 - c90033 ITEM 9000-0098 - BIKE LANE (GREEN EPOXY PAINT) 00 - c90035 ITEM 9000-0099 - REMOVE EXISTING SPAN WIRE SIGN STRUCTURE 00 - c90037 ITEM 9000-0100 - REMOVE EXISTING SIGN STRUCTURE 00 - c90039 ITEM 9000-0101 - LED LUMINAIRE, ARM MOUNTED 00 - c90041 ITEM 9000-0103 - DISCONNECT, PULL BACK AND REROUTE COMMUNICATION

CABLE

00 - c90050 ITEM 9000-0201 - PRESSURE WASHING CONCRETE SURFACES 00 - c90051 ITEM 9000-0202 - REPAIR DETERIORATED CONCRETE 00 - c90053 ITEM 9000-0203 - DEBRIS SHIELDING 00 - c90059 ITEMS 9000-0300/0301 - TEMPORARY RAILROAD CROSSING - NORTH/SOUTH 00 - c90061 ITEM 9000-0320 - TEMPORARY LOCKED GATE 00 - c90062 ITEM 9000-0321 - PRIVATE GRADE CROSSING APPLICATION 00 - c90063 ITEM 9000-0351 - RAILROAD PROTECTIVE SERVICES

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00 - c90065 ITEM 9000-0500 - 20,000 LUMEN LED ROADWAY LUMINAIRE, ARM MOUNT, TYPE

IV

00 - c90073 ITEM 9000-0504 - ORNAMENTAL LIGHTING POLE AND 6-FOOT BRACKET ARM, 30-

FOOT MOUNTING HEIGHT

00 - c90075 ITEM 9000-0505 - COMPLETE POWER SUPPLY SYSTEM, REPLACEMENT 00 - c90076 ITEM 9000-0506 - TEMPORARY LIGHTING AND POWER 00 - c90079 ITEM 9000-0507 - COORDINATION WITH PPL FOR STREET LIGHTING 00 - c90080 ITEM 9000-0508 - REMOVAL OF HIGHWAY LIGHTING 00 - c90081 ITEM 9000-0509 - PPL FACILITY CHARGES FOR STREET LIGHTING AND SERVICE

RELOCATION

00 - c90082 ITEM 9000-0600 - MANAGEMENT OF ASBESTOS-CONTAINING MATERIAL ON

BRIDGE COMPONENTS

00 - c90083 ITEM 9000-0601 - ASBESTOS ABATEMENT OF BUILDINGS TO BE DEMOLISHED 00 - c90084 ITEM 9000-0602 - SITE WORK PLAN 00 - c90085 ITEM 9000-0603 - HEALTH AND SAFETY PLAN 00 - c90086 ITEM 9000-0604 - EXCAVATION SAMPLING, ANALYSIS AND REPORTING 00 - c90087 ITEM 9000-0606 - DISPOSAL OF REGULATED FILL 00 - c90088 ITEM 9000-0607 - DISPOSAL OF RESIDUAL WASTE 00 - c90089 ITEM 9000-0608 - LIQUID SAMPLING AND DISPOSAL 00 - c90090 ITEM 9000-0609 - HANDLING AND DISPOSAL OF UNDERGROUND STORAGE

TANKS

00 - c90091 ITEM 9000-0900 - FARM SHOW DRIVEWAY FLAGGING 00 - c90092 ITEM 9000-0906 - TEMPORARY ASPHALT BUILDUP 00 - c90093 ITEM 9000-0907 - TEMPORARY CONSTRUCTION FENCE 00 - c90094 ITEM 9000-0911 - TEMPORARY PLAIN CEMENT CONCRETE CURB 00 - c90095 ITEM 9000-0912 - INSTALLATION AND REMOVAL, RESTORATION OF TEMPORARY

CURB RAMP

00 - c90097 ITEM 9000-0920 - TEMPORARY 18" PIPE 00 - c90099 ITEMS 9000-0921/0922 - TEMPORARY INLET CAP 00 - c90101 ITEM 9000-0923 - TEMPORARY TYPE M INLET AND BOX 00 - c90103 ITEM 9000-0924 - CONNECT EXISTING PIPE TO PROPOSED INLET 00 - c90105 ITEM 9000-0925 - TEMPORARY MANHOLE 00 - c90107 ITEMS 9000-1000 THRU 9000-1035 - CAPITAL REGION WATER - WATER

RELOCATION SPECIFICATIONS

00 - c90109 ITEM 9000-1036 - REPLACE MANHOLE FRAME & COVER 00 - c90110 ITEM 9000-1100 - TEST HOLES FOR UTILITY VERIFICATION 00 - c90113 ITEM 9000-2000 - INTERPRETIVE PANEL I68C - c90115 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90117 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

I2032D - c92031 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-42172

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I2032D - c92032 ITEM 9203-0102 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-42336

00 - c92033 SUPPLEMENTAL SPECIFICATIONS FOR ITEMS 9203-0101/0102

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BID PACKAGE SUMMARY

Project: 74521 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: BRIDGE REPLACEMENT

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/24/2026 11:00:00 AM Project Cost Range: $35,000,000.00 - $39,999,999.99 Anticipated NTP: 11/09/2026 Structure Work: 61.00%

Required Completion: 10/15/2032 DBE: 0% Wage Rates: Yes

Description:

The project consists of the widening and reconstruction of an existing 4-lane, 44-foot wide roadway to a 5-motorized vehicular lanes plus 2 bicycle lanes, 67-foot wide roadway. Roadway and structure improvements are included on Maclay Street (SR 3022 bridges and Harrisburg city street approaches) and N. 7th St (Harrisburg city street) including the replacement of a seven-span bridge with a four-span bridge over Norfolk Southern Railroad yard and the replacement of a single-span bridge over Paxton Creek. Also included are: sliver fills, moment slab mounted barriers, new traffic signal at 7th and Maclay St, overhead sign mast arms, guiderail, drainage, vegetated swale with check dams, highway lighting, ADA accommodations, sidewalks, curb, pavement markings, signs, and other miscellaneous construction, all contained within an overall project length of 2,480.00 linear feet (0.470 mile) as indicated on the approved drawings included in the Bid Package for STATE ROUTE 3022, SECTION 005, in DAUPHIN COUNTY, CITY OF HARRISBURG, from a point 434 feet west of the 7th St intersection at Station 29+50 to the SR 0022/SR 0230 Cameron Street intersection at Station 55+80.

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

0202-0001 B Lump Sum 1.0000 N

DEMOLITION

0202-0002 B Lump Sum 1.0000 N

0202-0003 B Lump Sum 1.0000 N

0203-0001 C Cubic Yard 7,671.0000 N

CLASS 1 EXCAVATION

0203-0005 C1 Cubic Yard 100.0000 N

CLASS 1C EXCAVATION

0203-0006 G4 Linear Foot 1,145.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 1,660.0000 N

CLASS 2 EXCAVATION

0205-0100 C1 Cubic Yard 1,000.0000 N

FOREIGN BORROW EXCAVATION

0205-0281 C1 Cubic Yard 100.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0208-0001 C Hour 10.0000 N

SPECIAL ROLLING

0212-0001 C3, H, M2 Linear Foot 1,205.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 14,329.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 100.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0220-0020 K1 Cubic Yard 43.0000 N

FLOWABLE BACKFILL, TYPE C

0313-0320 E Square Yard 88.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0324 E Square Yard 221.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

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0313-0424 E Square Yard 14,602.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0316-0424 E, F1 Square Yard 329.0000 N

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

MM MIX, 5" DEPTH

0350-0106 C, E Square Yard 1,678.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 13,573.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0413-0244 F Square Yard 13,534.0000 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-E

0413-0250 F Square Yard 1,275.0000 N

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

DEPTH, SRL-H

0413-6045 F Square Yard 13,534.0000 N

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

DEPTH

0460-0001 F4 Square Yard 28,136.0000 N

ASPHALT TACK COAT

0461-0001 F4 Square Yard 39.0000 N

ASPHALT PRIME COAT

0491-0019 F3 Square Yard 100.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 154.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

E 0601-0353 H Linear Foot 150.0000 N

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

O 0601-1663 H Linear Foot 150.0000 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 150.0000 N

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

E 0601-0393 H Linear Foot 40.0000 N

18" CORRUGATED POLYETHYLENE (PE) CULVERT PIPE, GROUP V, 7'-2.5' FILL

O 0601-2823 H Linear Foot 40.0000 N 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0601-9363 H Linear Foot 40.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

E 0601-0550 H Linear Foot 197.0000 N

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

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O 0601-7014 H Linear Foot 197.0000 N

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

E 0601-0563 H Linear Foot 72.0000 N 30" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-1927 H Linear Foot 72.0000 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 0601-7528 H Linear Foot 72.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-5901 H1 Linear Foot 511.0000 N

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

0601-6399 H Linear Foot 93.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 100 YEAR

DESIGN LIFE

0601-6400 H Linear Foot 101.0000 N

19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 100 YEAR

0601-6419 H Linear Foot 255.0000 N

19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 7' - 3', 100 YEAR

0601-6435 H Linear Foot 102.0000 N

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

E 0604-4014 H Linear Foot 1,188.0000 N 18" PERFORATED REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE

O 0604-7014 H Linear Foot 1,188.0000 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 4.0000 N

MANHOLE FRAME AND COVER

0605-2600 K Each 1.0000 N

TYPE D ENDWALL

0605-2620 K Each 3.0000 N

TYPE D-W ENDWALL

0605-2731 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2771 K Set 34.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

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0605-2780 K Set 2.0000 N

TYPE M FRAME AND GRATE

0605-2781 K Set 3.0000 N

TYPE M FRAME AND BICYCLE SAFE GRATE

0605-2784 K Set 1.0000 N

TYPE M FRAME AND ADA COMPLIANT GRATE

0605-2850 K Each 19.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 23.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 1.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-2859 K Each 1.0000 N

TYPE 5 INLET BOX, HEIGHT > 10' AND < /= 20'

0605-3010 K Each 1.0000 N

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

0605-3011 K Each 1.0000 N

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

0605-3021 K Each 1.0000 N

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

0606-0050 C1, K Set 4.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0606-0060 C1, K Set 37.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS, TYPE 1 RISER

0606-0150 C1, K Set 2.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N Proj

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 1,205.0000 N

6" PAVEMENT BASE DRAIN

0618-0022 H Each 1.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0619-0459 J1, J3 Each 1.0000 N

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

August 14, 2026 11:22:01 AM Page 12 of 203

0620-1600 J Linear Foot 13.0000 N

TYPE 31-S GUIDE RAIL

0620-2010 J Each 1.0000 N

THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB

0627-3019 J1 Linear Foot 2,224.0000 N

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

0628-3019 J1 Linear Foot 952.0000 N

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

0630-0041 K Linear Foot 3,850.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0225 K Linear Foot 1,115.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE B

0643-0010 J1 Linear Foot 580.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0644-0010 J1 Linear Foot 505.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT, RESET

0676-0002 K Square Yard 2,135.0000 N

CEMENT CONCRETE SIDEWALK

0676-0004 K Square Yard 101.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0677-0001 C1, E Cubic Yard 48.0000 N

SELECTED MATERIAL SURFACING

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0003 X Dollar 10,000.0000 $1.00 Y

FORMAL FACILITATION

E 0695-0002 K Square Foot 310.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 310.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0004 K Square Foot 310.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0600 J1 Each 8.0000 N

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TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 2

0697-0600 J1 Each 7.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 2

0703-0020 C1, H Cubic Yard 131.0000 N

NO. 1 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 1.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 761.0000 N

TOPSOIL FURNISHED AND PLACED

0803-0001 C1, M Cubic Yard 120.0000 N

PLACING STOCKPILED TOPSOIL

0804-0025 M3 Pound 89.0000 N

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

0804-0027 M3 Pound 175.0000 N

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

0804-0032 M3 Pound 62.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0038 M3 Pound 113.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX

0804-0039 M3 Pound 5.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA N CONSERVATION MIX

0806-0112 M2 Square Yard 956.0000 N

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

0806-0113 M2 Square Yard 3,177.0000 N

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

0808-3351 M Each 3.0000 N

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

0808-3583 M Each 3.0000 N

WASHINGTON HAWTHORN - (5' HT. B&B)

0808-3731 M Each 3.0000 N

ARROWWOOD VIBURNUM - (3' HT. B&B)

0808-4292 M Each 10.0000 N

BAYBERRY - (3' HT. B&B)

0811-0003 J2, M Linear Foot 50.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

August 14, 2026 11:22:01 AM Page 14 of 203

4849-0010 C1 Each 6.0000 N Proj

ROCK CONSTRUCTION ENTRANCE MODIFIED

0850-0032 C1 Cubic Yard 2.0000 N

ROCK, CLASS R-4

0851-0003 C1 Square Yard 51.0000 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 20.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 45.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 2,069.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0022 M2 Linear Foot 107.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 20,185.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0321 O Linear Foot 2,400.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 5,908.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 12,937.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 170.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0461 Q Each 4.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0910-0001 C1, P8 Each 6.0000 N

JUNCTION BOXES J.B.-1

August 14, 2026 11:22:01 AM Page 15 of 203

0910-4115 P8 Linear Foot 580.0000 N

AWG 6 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 7,825.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 1,085.0000 N

2" DIRECT BURIAL CONDUIT

0910-6000 C1, P8 Linear Foot 615.0000 N

TRENCH

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0001 R Square Foot 144.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 61.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 153.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0941-0001 R Each 11.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 11.0000 N

RESET POST MOUNTED SIGNS, TYPE F

4951-0230 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM, POWDER COATED MODIFIED

4951-0245 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM, POWDER COATED MODIFIED

4951-0250 P Each 2.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM, POWDER COATED MODIFIED

4951-0260 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 60' MAST ARM, POWDER COATED MODIFIED

4951-2240 P Each 1.0000 N Proj

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

MODIFIED

4951-4102 P Each 4.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 10' PEDESTAL, POWDER COATED MODIFIED

0951-4108 P Each 7.0000 N

PEDESTRIAN STUB POLE, POWDER COATED

4952-1040 P Each 1.0000 N Proj

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

August 14, 2026 11:22:01 AM Page 16 of 203

0953-0406 P Lump Sum 1.0000 N

WIRELESS BROADBAND COMMUNICATIONS SYSTEM

4953-0601 P Each 1.0000 N Proj

MANAGED NETWORK SWITCH, FIELD SWITCH TYPE B MODIFIED

0953-0802 P Lump Sum 1.0000 N

UNIFIED COMMAND AND CONTROL INTEGRATION

0954-0012 P8 Linear Foot 817.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 305.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 779.0000 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 33.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 1,250.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 2,000.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 800.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 4.0000 N

JUNCTION BOX, JB-27

0954-0305 P8 Each 1.0000 N

JUNCTION BOX, JB-30

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0955-3208 P Each 6.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3210 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS

0955-3722 P Each 8.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

4956-0712 P Each 1.0000 N Proj

OMNI-VIEW VIDEO DETECTION SYSTEM MODIFIED

August 14, 2026 11:22:01 AM Page 17 of 203

0956-0790 P Each 8.0000 N

ACCESSIBLE PEDESTRIAN SIGNALS

4956-0800 P Each 1.0000 N Proj

GPS (RADIO BASED) PREEMPTION SYSTEM MODIFIED

0958-0041 P, Q Each 1.0000 N

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

0958-0221 P, Q Each 2.0000 N

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

0962-1025 O3 Each 5.0000 N

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

4962-1030 O3 Each 1.0000 N Proj

WHITE WATERBORNE PAVEMENT LEGEND, "HANDICAP SYMBOL", 3'-3" X 2'-11" MODIFIED

0962-1061 O3 Each 6.0000 N

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

0962-1062 O3 Each 17.0000 N

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

0963-0001 O2, O3 Square Foot 1,717.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 8,300.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 4,100.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 9.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0001 O Linear Foot 185.0000 N

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 5,275.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 6,305.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0965-0021 O2 Linear Foot 660.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0101 O2 Each 1.0000 N

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

0965-0222 O2 Each 6.0000 N

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

0965-0224 O2 Each 16.0000 N

August 14, 2026 11:22:01 AM Page 18 of 203

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

0965-0226 O2 Each 3.0000 N

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

0965-0257 O2 Each 7.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, SHARED LANE MARKING

0965-0427 O2 Each 10.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "BIKE", 6' - 0"

0965-0429 O2 Each 12.0000 N

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

0971-0001 R Each 11.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 14.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1018-0049 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE

1018-0050 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE

1019-0050 K2 Square Yard 7,232.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE)

1999-9999 Z Hour 4,000.0000 N Std

TRAINEES

E 8030-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-42172

A 1001-0225 S7 Pound 24.0000 N

4X4 EPOXY COATED STEEL WWF W2 X W2

A 1002-0052 S7 Pound 138,395.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0152 S7 Each 494.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

A 1002-0154 S7 Each 38.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 7 REINFORCEMENT BARS, EPOXY COATED

A 1002-0155 S7 Each 50.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 8 REINFORCEMENT BARS, EPOXY COATED

A 1005-1410 C6 Linear Foot 756.0000 N

MANDATORY PREDRILLING FOR DRIVEN PILES

A 1005-1480 X Each 4.0000 N

DYNAMIC PILE LOAD TEST

August 14, 2026 11:22:01 AM Page 19 of 203

A 1005-2040 U Each 32.0000 N

STEEL HP14X89 PILE TIP REINFORCEMENT (HEAVY DUTY)

A 1005-2840 U Linear Foot 720.0000 N

STEEL HP14X89 PRODUCTION PILE, GALVANIZED

O 8000-0001 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

E 8120-0001 T Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-42336

A 1002-0053 S7 Pound 758,430.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0140 S7 Each 1,540.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 5 REINFORCEMENT BARS, EPOXY COATED

A 1002-0142 S7 Each 1,192.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 6 REINFORCEMENT BARS, EPOXY COATED

A 1002-0146 S7 Each 84.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 7 REINFORCEMENT BARS, EPOXY COATED

A 1005-1440 U Dollar 20,000.0000 $1.00 Y

PILE EXTRACTION AND REDRIVING

A 1005-1481 X Each 8.0000 N

DYNAMIC PILE LOAD TEST

A 1005-1840 U Linear Foot 2,698.0000 N

STEEL HP14X89 PRODUCTION PILE

A 1005-2041 U Each 166.0000 N

STEEL HP14X89 PILE TIP REINFORCEMENT (HEAVY DUTY)

A 1006-0030 C6 Linear Foot 6.0000 N

OBSTRUCTION DRILLING, CAISSONS

A 1006-1005 U1 Linear Foot 38.0000 N

36" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL

A 1006-1090 U1 Linear Foot 15.0000 N

30" DIAMETER DRILLED CAISSONS, ROCK SOCKET

A 1007-0200 X Each 3.0000 N

MICROPILES VERIFICATION LOAD TEST

A 1007-0210 X Each 6.0000 N

MICROPILES PROOF LOAD TEST

A 1007-0220 X Lump Sum 1.0000 N

August 14, 2026 11:22:01 AM Page 20 of 203

MICROPILES MOBILIZATION

A 1007-0230 K1 Cubic Foot 430.0000 N

MICROPILES GROUT

A 5007-0350 C6, U Linear Foot 4,179.0000 N Proj

MICROPILES 9 5/8" DIAMETER, PLAIN STEEL (EPOXY COATED ALL-THREAD BAR)

O 8000-0002 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0002 T Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

9000-0001 P8 Each 2.0000 N Proj

REMOVE PARCEL 7 LIGHT POLE

9000-0002 A, R Each 1.0000 N Proj

REMOVE PARCEL 7 SIGN

9000-0007 H Lump Sum 1.0000 N Proj

ENDWALL ENERGY DISSIPATOR

9000-0008 M2 Lump Sum 1.0000 N Proj

TEMPORARY STREAM CROSSING

9000-0009 H Linear Foot 645.0000 N Proj

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, (OPEN JOINT), 3'-2'

FILL, 100 YEAR DESIGN LIFE

9000-0010 H Linear Foot 257.0000 N Proj

19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, (OPEN JOINT), 3'-2'

FILL, 100 YEAR DESIGN LIFE

9000-0011 K Each 1.0000 N Proj

INLET CAP (WITH ROUND OPENING)

9000-0012 M3 Pound 20.0000 N Proj

SEEDING AND SOIL SUPPLEMENTS - PENNDOT SEED MIX 1

9000-0013 M3 Pound 1.0000 N Proj

SEEDING AND SOIL SUPPLEMENTS - STORMWATER AREA SEED MIX

9000-0014 M3 Cubic Yard 118.0000 N Proj

SOIL AMENDMENT MIXTURE

9000-0015 C3 Square Yard 560.0000 N Proj

30 MIL HDPE IMPERMEABLE LINER

9000-0016 M3 Cubic Yard 40.0000 N Proj

STORMWATER SOIL MIX

9000-0020 H, K Dollar 15,000.0000 $1.00 Y Proj

EXISTING DRAINAGE CONNECTION

9000-0050 J2 Linear Foot 355.0000 N Proj

CHAIN LINK SECURITY FENCE

August 14, 2026 11:22:01 AM Page 21 of 203

9000-0051 J2 Each 1.0000 N Proj

CHAIN LINK SECURITY FENCE VEHICULAR GATE, 30-FOOT OPENING

9000-0052 K Lump Sum 1.0000 N Proj

PARCEL 20 RETAINING WALL

9000-0053 J2 Linear Foot 395.0000 N Proj

REMOVE EXISTING CHAIN LINK SECURITY FENCE AND GATE

9000-0054 J2 Linear Foot 1,120.0000 N Proj

REMOVE EXISTING PEDESTRIAN RAILING

9000-0098 O Square Foot 1,261.0000 N Proj

BIKE LANE (GREEN EPOXY PAINT)

9000-0099 R1 Lump Sum 1.0000 N Proj

REMOVE EXISTING SPAN WIRE SIGN STRUCTURE

9000-0100 R1 Lump Sum 1.0000 N Proj

REMOVE EXISTING SIGN STRUCTURE

9000-0101 P Each 1.0000 N Proj

LED LUMINAIRE, ARM MOUNTED

9000-0103 P Lump Sum 1.0000 N Proj

DISCONNECT, PULL BACK AND REROUTE COMMUNICATION CABLE

9000-0201 H1 Lump Sum 1.0000 N Proj

PRESSURE WASHING CONCRETE SURFACES

9000-0202 S2 Square Foot 8.0000 N Proj

REPAIR DETERIORATED CONCRETE

9000-0203 S1 Lump Sum 1.0000 N Proj

DEBRIS SHIELDING

9000-0300 A, C1, H, K Lump Sum 1.0000 N Proj

TEMPORARY RAILROAD CROSSING - NORTH

9000-0301 A, C1, H, K Lump Sum 1.0000 N Proj

TEMPORARY RAILROAD CROSSING - SOUTH

9000-0320 J2 Lump Sum 1.0000 N Proj

TEMPORARY LOCKED GATE

9000-0321 X Dollar 10,000.0000 $1.00 Y Proj

PRIVATE GRADE CROSSING APPLICATION

9000-0351 X Dollar 1,750,000.0000 $1.00 Y Proj

DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING)

9000-0500 P Each 10.0000 N Proj

20,000 LUMEN LED ROADWAY LUMINAIRE, ARM MOUNT, TYPE IV

9000-0504 P8 Each 10.0000 N Proj

August 14, 2026 11:22:01 AM Page 22 of 203

ORNAMENTAL LIGHTING POLE AND 6-FOOT BRACKET ARM, 30-FOOT MOUNTING HEIGHT

9000-0505 P8 Each 1.0000 N Proj

COMPLETE POWER SUPPLY SYSTEM, REPLACEMENT

9000-0506 P8 Lump Sum 1.0000 N Proj

TEMPORARY LIGHTING AND POWER

9000-0507 P8 Lump Sum 1.0000 N Proj

COORDINATION WITH PPL FOR STREET LIGHTING

9000-0508 P8 Lump Sum 1.0000 N Proj

REMOVAL OF HIGHWAY LIGHTING

9000-0509 P8 Dollar 41,448.0000 $1.00 Y Proj

PPL FACILITY CHARGES FOR STREET LIGHTING AND SERVICE RELOCATION

9000-0600 B1, T1 Dollar 70,000.0000 $1.00 Y Proj

MANAGEMENT OF ASBESTOS-CONTAINING MATERIAL ON BRIDGE COMPONENTS

9000-0601 B1 Lump Sum 1.0000 N Proj

ASBESTOS ABATEMENT OF BUILDINGS TO BE DEMOLISHED

9000-0602 X Lump Sum 1.0000 N Proj

SITE WORK PLAN

9000-0603 X Lump Sum 1.0000 N Proj

HEALTH AND SAFETY PLAN

9000-0604 X Lump Sum 1.0000 N Proj

EXCAVATION SAMPLING, ANALYSIS AND REPORTING

9000-0606 X Ton 3,051.0000 N Proj

DISPOSAL OF REGULATED FILL

9000-0607 X Ton 2,984.0000 N Proj

DISPOSAL OF RESIDUAL WASTE

9000-0608 X Dollar 100,000.0000 $1.00 Y Proj

LIQUID SAMPLING AND DISPOSAL

9000-0609 X Dollar 155,190.0000 $1.00 Y Proj

HANDLING AND DISPOSAL OF UNDERGOUND STORAGE TANKS

9000-0900 Q Hour 4,000.0000 N Proj

FARM SHOW DRIVEWAY FLAGGING

9000-0906 E, F Ton 50.0000 N Proj

TEMPORARY ASPHALT BUILDUP

9000-0907 J2, M Linear Foot 698.0000 N Proj

TEMPORARY CONSTRUCTION FENCE

9000-0911 K Linear Foot 506.0000 N Proj

TEMPORARY PLAIN CEMENT CONCRETE CURB

August 14, 2026 11:22:01 AM Page 23 of 203

9000-0912 K Each 4.0000 N Proj

INSTALLATION AND REMOVAL/RESTORATION OF TEMPORARY CURB RAMP

9000-0920 H Linear Foot 11.0000 N Proj

TEMPORARY 18" PIPE

9000-0921 K Each 4.0000 N Proj

TEMPORARY INLET CAP - NO TRAFFIC

9000-0922 K Each 4.0000 N Proj

TEMPORARY INLET CAP - IN TRAFFIC

9000-0923 K Each 1.0000 N Proj

TEMPORARY TYPE M INLET AND BOX

9000-0924 K Each 3.0000 N Proj

CONNECT EXISTING PIPE TO PROPOSED INLET

9000-0925 K Each 2.0000 N Proj

TEMPORARY MANHOLE

9000-1000 H Linear Foot 30.0000 N Proj

6" WATER MAIN PIPE AND FITTINGS

9000-1001 H Linear Foot 719.0000 N Proj

12" WATER MAIN PIPE AND FITTINGS

9000-1002 H Each 1.0000 N Proj

6" GATE VALVE

9000-1003 H Each 3.0000 N Proj

12" GATE VALVE

9000-1004 H Each 1.0000 N Proj

6" LINE STOP

9000-1005 H Each 1.0000 N Proj

12" LINE STOP

9000-1006 H Each 3.0000 N Proj

ADJUST EXISTING VALVE BOX TO GRADE

9000-1007 H Each 1.0000 N Proj

CONNECT TO EXISTING 6" WATER MAIN

9000-1008 H Each 6.0000 N Proj

CONNECT TO EXISTING 12" WATER MAIN

9000-1009 H Each 1.0000 N Proj

CONNECT TO EXISTING 12" VALVE

9000-1010 H Linear Foot 85.0000 N Proj

PAXTON CREEK BRIDGE CROSSING

9000-1011 H Linear Foot 24.0000 N Proj

3/4" WATER SERVICE LINE

August 14, 2026 11:22:01 AM Page 24 of 203

9000-1012 H Each 1.0000 N Proj

3/4" WATER CURB STOP AND BOX

9000-1013 H Linear Foot 41.0000 N Proj

1" WATER SERVICE LINE

9000-1014 H Each 1.0000 N Proj

1" WATER CURB STOP AND BOX

9000-1015 H Linear Foot 36.0000 N Proj

1-1/2" WATER SERVICE LINE

9000-1016 H Each 1.0000 N Proj

1-1/2" WATER CURB STOP AND BOX

9000-1017 H Each 1.0000 N Proj

WATER VAULT

9000-1018 H Linear Foot 84.0000 N Proj

4" WATER/FIRE SERVICE LINE

9000-1019 H Each 4.0000 N Proj

CONNECT TO EXISTING 3" OR 4" WATER/FIRE SERVICE LINE

9000-1020 H Linear Foot 180.0000 N Proj

8" WATER/FIRE SERVICE LINE

9000-1021 H Each 4.0000 N Proj

CONNECT TO EXISTING 8" WATER/FIRE SERVICE LINE

9000-1022 H Linear Foot 96.0000 N Proj

6" WATER MAIN PIPE AND FITTINGS-FIRE HYDRANT SERVICE LINE

9000-1023 H Each 1.0000 N Proj

6" GATE VALVE-FIRE HYDRANT SERVICE LINE

9000-1024 H Each 2.0000 N Proj

FIRE HYDRANT - NEW

9000-1025 H Each 2.0000 N Proj

FIRE HYDRANT - RELOCATE

9000-1026 H Each 13.0000 N Proj

REMOVE EXISTING VALVE BOX

9000-1027 H Each 3.0000 N Proj

REMOVE EXISTING FIRE HYDRANT

9000-1028 H Each 5.0000 N Proj

REMOVE EXISTING CURB BOX - ABANDONED SERVICES

9000-1029 H Each 17.0000 N Proj

ABANDON EXISTING WATER MAIN-CUT AND CAP

9000-1030 H Each 1.0000 N Proj

August 14, 2026 11:22:01 AM Page 25 of 203

ABANDON EXISTING WATER VAULT

9000-1031 H Each 1.0000 N Proj

16"X6" TAPPING SLEEVE AND VALVE

9000-1032 H Each 4.0000 N Proj

12"X8" TAPPING SLEEVE AND VALVE

9000-1033 H Each 2.0000 N Proj

12"X6" TAPPING SLEEVE AND VALVE

9000-1034 H Each 1.0000 N Proj

12"X4" TAPPING SLEEVE AND VALVE

9000-1035 H Each 1.0000 N Proj

2" BLOW-OFF ASSEMBLY

9000-1036 K Each 6.0000 N Proj

REPLACE MANHOLE FRAME AND COVER

9000-1100 X Each 10.0000 N Proj

TEST HOLES FOR UTILITY VERIFICATION

9000-2000 R Each 2.0000 N Proj

INTERPRETIVE PANEL

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, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42172

9203-0102 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-42336

August 14, 2026 11:22:01 AM Page 26 of 203

SPECIAL PROVISIONS

Special Provision: 00 - a00001 ENVIRONMENTAL RESOURCE AVOIDANCE Addendum:

Action:

Item(s) Associated:

Header:

ENVIRONMENTAL RESOURCE AVOIDANCE

Provision Body:

Do not conduct any tree trimming, cutting, or removal activities from May 15 through July 31 of any given year, in order to avoid potential impacts to endangered bat species during the pup season.

Project Specific Details:

Special Provision: 00 - a00001 FP-001 CERTIFICATION OF CLEAN FILL Addendum:

FP-001 CERTIFICATION OF CLEAN FILL

Provision Body:

In accordance with Pub 408, Section 105.14 Borrow Areas and Waste Areas, and as follows:

For the purposes of Environmental Due Diligence (EDD), the Department has utilized investigative techniques documented in the February 2023 Phase I Environmental Site Assessment (ESA) Report, the November 2023 and May 2025 Phase III ESA Reports, and March 2026 ESA Addendum to provide details regarding the environmental due diligence for this project and the documented environmental concerns. With exception to Norfolk Southern Railyard (WS #5), WS #3, WS #6, WS #7, WS #13, and WS #15, there is no evidence within the project area that a spill or release occurred that would initiate further investigations of the soil based on the anticipated depth of excavation and scope of work. These documents are available in PennDOT’s Project Development Checklist (PDC).

The ESA Reports, ESA appendices, and Environmental Due Diligence Form (EDD) Phase 1 Visual Inspection Form have been included for the Contractor’s use, and for the Department or its representative to complete Section C of Form FP-001 – Certification of Clean Fill for soils outside of Norfolk Southern Railyard (WS #5), WS #3, WS #6, WS #7, WS #13, and WS #15, and for soils determined to be Clean Fill based on the results of Item 9000-0604 Excavation Sampling, Analysis, and Reporting.

Three weeks (21 days) prior to the export of clean fill materials to the Contractor-selected receiving facility, submit in PPCC under submittal type: Environmental-FP-001, the name and email address of the contact person, that represents the receiving facility, as part of the project Borrow and/or Waste Agreement approval. The Department or its representative will be responsible for signing the FP-001 form, based on self-performing the EDD.

Should unanticipated, discrete locations that may have been subject to a spill or release be discovered, follow the associated Special Provisions to determine the appropriate method of disposal. If the Contractor’s sampling and

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Special Provision: 00 - a00002 SEPARATE NPDES PERMIT REQUIREMENTS

SEPARATE NPDES PERMIT REQUIREMENTS

Provision Body:

If the contractor elects to utilize off‐site construction support activity sites, including but not limited to staging, layout, waste and/or borrow areas, under PennDOT 408 specifications, Section 105.14(a) the contractor is responsible for obtaining the necessary approvals and permits from the reviewing agencies. If a permit is required, the contractor shall obtain their own NPDES Permit, and the area shall not be incorporated into PennDOT’s NPDES permit regardless of the location or distance from the project area.

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

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

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.

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DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

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

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

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

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

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.

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

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

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

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

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

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(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.

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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

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

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

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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…