840847padot115467.pdf

PROPOSAL Report - Project 115467

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PROPOSAL REPORT

Project: 115467 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 01 County: Erie

SR/SEC/

Group ID: 79/B09/---

Description

I-79 Bridges over NS & CSX RR

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW

N1A - A00150 - REVISED CHANGED CONDITION CLAUSE FOR ADA CURB RAMP ITEMS OF

WORK

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 ... 57 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 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 G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS G1903A - a01903 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS

(CSX)

G2201A - a02201 RAILROAD COMPANY CONTACT PERSON G2300A - a02300 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (CSX) 00 - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (3rd Party Flagging Direct Hire)

G2302A - a02302 Worker Protection and Investment G2401B - a02401 RAILROAD PROTECTIVE SERVICES COSTS (CSX) G4701C - a04701 UTILITIES--FOR USE ON ELECTRICAL-TYPE PROJECTS - SR 0005 N10420A - a10420 VERIFICATION OF VERTICAL CLEARANCES

C2F - A5C - CONSTRUCTION RESTRICTIONS AND REQUIREMENTS

C1L - A5D - DISTRICT CHANGES TO SPECIFICATIONS

N9011A - A5P - PEDESTRIAN DETECTABLE BARRICADES - CITY OF ERIE

00 - A5P - PENNSYLVANIA STATE POLICE CONSTRUCTION ASSISTANCE

00 - A5V - VARIATION IN INSURANCE REQUIREMENTS

N1A - ARC67 - RC-67M

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P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S4091C - b04131 - SECTION 413.3(h)1.a PLACING S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092A - b06091 - SECTION 609.2(d)3 DIGITAL DISPLAY LEVEL S6092B - b06092 - SECTION 609 - INSTALLATION OF FACILITIES S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - c04911 - ITEM 4491-0019 - MILLING OF ASPHALT PAVEMENT, VARIABLE DEPTH, RETAINED 2" TARGET DEPTH

00 - c05141 - ITEM 4514-0001 - DIAMOND GRINDING OF CONCRETE PAVEMENT BRIDGE

DECK

I6091L - c06091 - ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06100004 ITEM 4610-0004 - 10" PIPE UNDERDRAIN, TYPE I BACKFILL 00 - c06191 - ITEM 4619-0459 - PERMANENT IMPACT ATTENUATING DEVICE, TYPE II TL 3, TANGENT (MASH), RESET

00 - c06201 - ITEM 4620-2010, 2011, THRIE-BEAM TO CONCRETE BRIDGE BARRIER, ATTACH

TO EXISTING BARRIER

00 - c06202 - ITEM 4620-2013 -THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER

TRANSITION WITH CURB MOD

I6761C - c06761 - ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK FOR ADA RAMPS I6951A - c06951 - ITEM 4695-0004 - DETECTABLE WARNING SURFACE, POLYMER

COMPOSITE CITY OF ERIE

00 - c09011 - ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09361 - ITEM 4936-0010 - STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH

STIFFENERS

00 - c09371 - ITEM 4937-0340 - FLEXIBLE DELINEATOR, GROUND-MOUNT GM-2, RED POST, YELLOW/BLANK SHEETING

00 - c09511 - ITEM 4951-4108 - PEDESTRIAN STUB POLE, POWDER COATED TYPE B OR E

ONLY

00 - c09521 - ITEM 4952-1030 - NEMA TS-2; TYPE 1 CONTROLLER ASSEMBLY, TYPE 1

MOUNTING ECONOLITE COBALT

00 - c09541 - ITEM 4954-0152 - TRENCH AND BACKFILL, TYPE II FULL SLAB REPLACEMENT ... 112 00 - c09542 - ITEM 4954-0402 - ELECTRICAL SERVICE, TYPE B WITH HIGHWAY LIGHTING

BREAKER

00 - c09543 - ITEM 4954-0600 - UNINTERRUPTIBLE POWER SUPPLY (UPS) WITH AUXILARY

CABINET

00 - c09562 - ITEM 4956-0712 - OMNI-VIEW VIDEO DETECTION SYSTEM LIFETIME ANALYTICS

WEB-BASED ACCESS

00 - c09563 - ITEM 4956-0790 - ACCESSIBLE PEDESTRIAN SIGNALS POLARA 00 - c09644 - ITEM 4964-0005, -0021, -0024, -0026, -0220, -0222, & -0224 - WHITE EPOXY

PAVEMENT MARKINGS

00 - c10181 - ITEM 5018-0050 - REMOVAL OF PORTION OF EXISTING BRIDGE, MODIFIED

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C10191B - c10191 - ITEM 5019-0040 and -0050 - PROTECTIVE COATING FOR REINFORCED

CONCRETE, SILANE OR SILOXANE

I19992A - c19992 - ITEM 1999-9999 - TRAINEES 00 - c90000001 - ITEM 9000-0001 Thru 0008 - JACKING BRIDGE SUPERSTRUCTURE 00 - c90000009 - ITEM 9000-0009 - RESET BEARING PAD 00 - c90000010 - ITEM 9000-0010 - REMOVE AND REPLACE EXISTING CHAIN LINK FENCE 00 - c90000011 - ITEM 9000-0011, 9000-0012 - SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT

00 - c90000013 - ITEM 9000-0013 - DETOUR ROUTE REPAIR 00 - c90000014 - ITEM 9000-0014 - REMOVE EXISTING HIGH-TENSION CABLE BARRIER

(CONTRACTOR'S PROPERTY)

00 - c90000015 - ITEM 9000-0015 - TEMPORARY RUMBLE STRIPS 00 - c90000016 - ITEM 9000-0016 - CONCRETE PIPE COLLAR 00 - c90000017 - ITEM 9000-0017 - TEMPORARY STEEL PLATE INLET PROTECTION 00 - c90000020 - ITEM 9000-0020 - TEMPORARY PIPE CAP 00 - c90000050 - ITEM 9000-0050 - REPAIR DETERIORATED CONCRETE 00 - c90000051 - ITEM 9000-0051 - CLEAN AND FLUSH WEEPHOLES 00 - c90000052 - ITEM 9000-0052 - CLEAN AND FLUSH BRIDGE SEATS 00 - c90000053 - ITEM 9000-0053 - REPAIR PRECAST CEMENT CONCRETE BLOCK SLOPE

WALL

00 - c90000054 - ITEM 9000-0054 - REMOVAL OF VEGETATION FROM SLOPE WALLS 00 - c90000055 - ITEM 9000-0055 - CEMENT CONCRETE SPLASH BLOCK 00 - c90000101 - ITEM 9000-0101, 9000-0103, & 9000-0105 - REPLACE EXISTING BEARING

TYPE 1/3/5, METHOD A

00 - c90000102 - ITEM 9000-0102 & 9000-0106 - REPLACE EXISTING BEARING TYPE 2/6

METHOD B

00 - c90000104 - ITEM 9000-0104 - REPLACE EXISTING BEARING, TYPE 4, METHOD A 00 - c90000150 - ITEM 9000-0150 - GUIDE RAIL AND ATTENUATOR REPAIRS 00 - c90000201 - ITEM 9000-0201 THRU -0206 - REPLACE/CONSTRUCT BEARING PEDESTAL... 144 00 - c90000210 - ITEM 9000-0210 AND 9000-0211 - CONSTRUCT PIER CAP EXTENSION 00 - c90000250 - ITEM 9000-0250 - TEMPORARY CLOSED SIGN PANEL 00 - c90000300 - ITEM 9000-0300 - MODULAR EXPANSION DAM, 10" MOVEMENT CAPACITY 00 - c90000301 - ITEM 9000-0301 - SNOW WALL, STEEL 00 - c90000302 - ITEM 9000-0302 - INSTALL/REPLACE LOOSE, MISSING, OR CORRODED

BOLTS

00 - c90000303 - ITEM 9000-0303 - DOWNSPOUTING 00 - c90000304 - ITEM 9000-0304 - NEOPRENE STRIP SEAL DAM, (5" MOVEMENT) 00 - c90000400 - ITEM 9000-0400 - REMOVAL OF REMAINING PORTION OF EXISTING DE-

ICING SYSTEM

00 - c90000500 - ITEM 9000-0500 - PAINTING EXISTING STEEL GIRDER BOTTOM FLANGES

OVER CSX RAILROAD

00 - c90000501 - ITEM 9000-0501 - UNDERDECK PROTECTION SHIELDS AND RAILROAD

PROTECTION

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00 - c90000600 - ITEM 9000-0600 - UNFORESEEN BRIDGE REPAIRS 00 - c90000601 - ITEM 9000-0601 - BRIDGE MAINTENANCE REPAIRS 00 - c90000700 - ITEM 9000-0700 - RADIO TRAFFIC SYSTEMS PREEMPTION SYSTEM 00 - c90000701 - ITEM 9000-0701 - 90-WATT LED LUMINAIRE, ARM MOUNT I63A - c90000803 - ITEM 9000-0803, 0812, 0813 - RECESSED WET-REFLECTIVE TAPE

PAVEMENT MARKINGS

00 - c90000903 ITEM 9000-0903 - TEMPORARY SIGN COVER I9000A - c90005001 - ITEM 9000-5001 - PREPARATION OF WORKING DRAWINGS FOR

CONCRETE CURB RAMPS

I68C - c90005101 - ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90005103 - ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

I96056A - c90006056 - ITEM 9000-6056 - CORE HOLE IN INLET BOX 00 - c90008020 - ITEM 9000-8020 - 16570 LUMEN, TYPE II LED ROADWAY LUMINARE 00 - c90008037 - ITEM 9000-8037 - REMOVE EXISTING LIGHTING SYSTEM 00 - c90009000 - ITEM 9000-9000 - DIRECT HIRE FOR PROTECTECTIVE SERVICES

(FLAGGING) FOR NORFOLK SOUTHERN

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BID PACKAGE SUMMARY

Project: 115467 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 10/01/2026 11:00:00 AM Project Cost Range: $60,000,000.00 - $69,999,999.99 Anticipated NTP: 11/16/2026 Structure Work: 69.00%

Required Completion: 10/30/2031 DBE: 0% Wage Rates: Yes

Description:

This project is the reconstruction of the 79 structure over Norfolk Southern and CSX Railroads with concrete and asphalt approach work and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 79 from APPROXIMATELY, segment 1820 offset 0473' to APPROXIMATELY segment 1824 offset 2971', City of Erie, Erie 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 obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 8,437.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 3,730.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 371.0000 N

CLASS 2 EXCAVATION

0204-0100 C1, S1, T1 Cubic Yard 530.0000 N

CLASS 3 EXCAVATION

0205-0100 C1 Cubic Yard 1,198.0000 N

FOREIGN BORROW EXCAVATION

0205-0285 C1 Cubic Yard 145.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0205-0292 C1, S4 Cubic Yard 400.0000 N

STRUCTURE BACKFILL

0208-0001 C Hour 14.0000 N

SPECIAL ROLLING

0208-0002 C1 Cubic Yard 2,059.0000 N

EXCAVATION/BACKFILL/COMPACTION

0212-0001 C3, H, M2 Linear Foot 550.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 8,928.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 6,169.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0213-0002 Z Dollar 5,000.0000 $1.00 Y

TEMPORARY PROJECT AIR POLLUTION CONTROL

0301-0008 D Square Yard 2,096.0000 N

PLAIN CEMENT CONCRETE BASE COURSE, 12" DEPTH

0313-0536 E Square Yard 5,440.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 12 "

DEPTH

0316-0537 E, F1 Ton 30.0000 N

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

MM MIX

0350-0106 C, E Square Yard 4,107.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 5,440.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 251.0000 N

SUBBASE (NO. 2A)

0360-0002 E Ton 1,608.0000 N

ASPHALT TREATED PERMEABLE BASE COURSE

0405-0001 X Dollar 30,000.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0307 F Ton 713.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-E

0413-0397 F Square Yard 69,443.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-E

0413-0407 F Ton 189.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX, SRL-E

0413-1029 F Ton 1,676.0000 N

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

MIX, SRL-L

0413-7019 F Ton 304.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64E-22, 3 TO < 10 MILLION ESALS, 19.0 MM

MIX

0413-9999 X Dollar 70,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0003 F4 Square Yard 137,184.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0001 F4 Square Yard 369.0000 N

ASPHALT PRIME COAT

0491-0012 F3 Square Yard 7,783.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 239.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4491-0019 F3 Square Yard 55,404.0000 N Proj

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR 2"

TARGET DEPTH

0501-0020 G, G1, K Square Yard 196.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

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0501-0036 G Square Yard 1,211.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 12" DEPTH

0504-0001 G1, G4 Linear Foot 124.0000 N

PAVEMENT RELIEF JOINT

0512-0001 G1, G4 Linear Foot 14,384.0000 N

LONGITUDINAL JOINT CLEANING AND SEALING

0514-0001 G1, G2 Square Yard 22,878.0000 N

DIAMOND GRINDING OF CONCRETE PAVEMENT

4514-0001 G1, G2 Square Yard 18,096.0000 N Proj

DIAMOND GRINDING OF CONCRETE PAVEMENT BRIDGE DECK

0515-0001 G1, G4 Linear Foot 870.0000 N

SAWING AND SEALING OF ASPHALT OVERLAYS

0516-2007 G1, G4 Linear Foot 4,842.0000 N

PATCHING JOINT

0516-3034 G1 Square Yard 852.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 10" DEPTH

0516-3044 G1 Square Yard 952.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE B, 10" DEPTH

0516-3054 G1 Square Yard 535.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE C, 10" DEPTH

0519-0002 G4 Linear Foot 597.0000 N

NEW PAVEMENT JOINT

0521-0001 G4 Linear Foot 8,944.0000 N

TRANSVERSE JOINT CLEANING AND SEALING

0601-4103 H Linear Foot 1,080.0000 N 60" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 10 GAGE, SHORE/TRENCH BOX

0601-5901 H1 Linear Foot 1,813.0000 N

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

E 0601-7014 H Linear Foot 298.0000 N

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

O 0601-0550 H Linear Foot 298.0000 N

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

O 0601-0773 H Linear Foot 298.0000 N

18" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

0601-7710 H Linear Foot 20.0000 N

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

0605-1300 C1, H1 Each 1.0000 N

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CLEANING DRAINAGE STRUCTURES

0605-2640 K Each 1.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2701 K Each 1.0000 N

BICYCLE SAFE INLET GRATE

0605-2730 K Set 9.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2850 K Each 8.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2866 K Each 3.0000 N

TYPE 7 INLET BOX, HEIGHT < /= 10'

0605-2868 K Each 1.0000 N

TYPE 7 INLET BOX, HEIGHT > 20' AND < /= 30'

0605-3071 K Each 1.0000 N

TYPE 12 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-5721 K Set 1.0000 N

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

0605-5730 K Set 4.0000 N

TYPE C ALTERNATE CONCRETE TOP UNIT, 4" CURB HEIGHT, TYPE C FRAME AND GRATE

0606-0150 C1, K Set 1.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

4610-0004 H2 Linear Foot 1,080.0000 N Proj

10" PIPE UNDERDRAIN, TYPE I BACKFILL

0610-7001 H2 Linear Foot 550.0000 N

4" PAVEMENT BASE DRAIN

0615-0021 H2 Linear Foot 60.0000 N

4" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 3.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 3.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

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0618-0022 H Each 1.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0619-0459 J1, J3 Each 11.0000 N

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

4619-0459 J1, J3 Each 3.0000 N Proj

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

0619-0741 J3 Each 2.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST LEVEL 2, MASH, WIDTHS LESS THAN OR EQUAL TO 36

INCHES

0619-0744 J3 Each 1.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST LEVEL 3, MASH, WIDTHS LESS THAN OR EQUAL TO 36

INCHES

0620-0400 J Each 3.0000 N

TERMINAL SECTION, SINGLE

0620-0500 J Linear Foot 750.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 12,936.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1025 J Linear Foot 1,313.0000 N

TYPE 2-W GUIDE RAIL

0620-1050 J Linear Foot 50.0000 N

TYPE 2-WC GUIDE RAIL

0620-1400 J Linear Foot 50.0000 N

TYPE 2-WCC GUIDE RAIL

0620-1600 J Linear Foot 10,200.0000 N

TYPE 31-S GUIDE RAIL

0620-1625 J Linear Foot 50.0000 N

TYPE 31-SC GUIDE RAIL

0620-1660 J Each 7.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 3.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 5.0000 N

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

4620-2010 J Each 4.0000 N Proj

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

BARRIER

0620-2011 J Each 4.0000 N

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

August 27, 2026 14:16:56 PM Page 12 of 174

4620-2011 J Each 7.0000 N Proj

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

BARRIER

4620-2013 J Each 1.0000 N Proj

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

0620-2040 J Each 13.0000 N

W-BEAM TERMINAL CONNECTOR

0623-0275 J1 Linear Foot 45.0000 N

REMOVAL OF EXISTING CONCRETE MEDIAN BARRIER

0623-0285 J1 Linear Foot 104.0000 N

REMOVAL OF EXISTING SINGLE FACE CONCRETE BARRIER

0623-0401 J1 Linear Foot 104.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 32" HEIGHT, WITH FILL

0623-0421 J1 Each 1.0000 N

MOMENT SLAB WITH BARRIER AND TRANSITION, BURIED, FOR SINGLE FACE CONCRETE BARRIER, F-SHAPE, 32"

HEIGHT

0624-0001 J2 Linear Foot 120.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0275 A, J2 Linear Foot 120.0000 N

REMOVAL OF EXISTING RIGHT-OF-WAY FENCE

0624-0300 J2 Each 12.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0627-3019 J1 Linear Foot 4,317.0000 N

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

0627-3020 J1 Linear Foot 3,600.0000 N

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

E 0627-3021 J1 Linear Foot 1,924.0000 N

TEMPORARY BARRIER, STEEL, ZONEGUARD MINIMUM DEFLECTION SYSTEM

O 0627-3022 J1 Linear Foot 1,924.0000 N

TEMPORARY BARRIER, STEEL, BARRIERGUARD 800 MINIMUM DEFLECTION SYSTEM

O 0643-0010 J1 Linear Foot 1,924.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0628-3019 J1 Linear Foot 3,728.0000 N

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

0628-3020 J1 Linear Foot 2,655.0000 N

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

E 0628-3021 J1 Linear Foot 1,898.0000 N

RESET TEMPORARY BARRIER, STEEL, ZONEGUARD MINIMUM DEFLECTION SYSTEM

O 0628-3022 J1 Linear Foot 1,898.0000 N

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RESET TEMPORARY BARRIER, STEEL, BARRIERGUARD 800 MINIMUM DEFLECTION SYSTEM

O 0644-0010 J1 Linear Foot 1,898.0000 N

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

0629-0001 J Linear Foot 1,648.0000 N

HIGH-TENSION CABLE BARRIER

0629-0011 J Each 2.0000 N

HIGH-TENSION CABLE BARRIER END ANCHOR TERMINAL

0630-0021 K Linear Foot 143.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0045 K Linear Foot 199.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB

0633-0225 K Linear Foot 449.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE B

0657-0001 E, F Square Yard 11,216.0000 N

PAVED SHOULDERS, TYPE 7

0660-0005 F3 Linear Foot 20,596.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0660-0010 F3 Linear Foot 13,971.0000 N

MILLED CONCRETE PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND

FREEWAYS

4676-0001 K Square Yard 95.0000 N Std

CEMENT CONCRETE SIDEWALK FOR ADA RAMPS

0680-0121 K2, S1 Square Yard 158.0000 N

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON OTHER SURFACES

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

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

4695-0004 K Square Foot 80.0000 N Std

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE CITY OF ERIE

0696-0610 J1 Each 7.0000 N

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

0697-0610 J1 Each 6.0000 N

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

0804-0027 M3 Pound 269.0000 N

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

August 27, 2026 14:16:56 PM Page 14 of 174

0804-0032 M3 Pound 57.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0038 M3 Pound 238.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX

0806-0113 M2 Square Yard 4,887.0000 N

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

0811-0003 J2, M Linear Foot 613.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 4.0000 N

ROCK CONSTRUCTION ENTRANCE

0851-0003 C1 Square Yard 14.0000 N

ROCK APRON

0855-0003 M2 Each 8.0000 N

PUMPED WATER FILTER BAG

0860-0000 M2 Each 42.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 8.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0018 M2 Linear Foot 1,215.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0102 Q Each 3.0000 N

SHADOW VEHICLE

0901-0120 Q Each 1.0000 N

SPEED DISPLAY SIGN

0901-0203 Q Each 3.0000 N

ARROW PANEL

0901-0231 Q Day 200.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0270 Q Each 76.0000 N

SEQUENTIAL WARNING LIGHTS

0901-0450 Q Each 4.0000 N

August 27, 2026 14:16:56 PM Page 15 of 174

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0002 C1, P8 Each 4.0000 N

JUNCTION BOXES J.B.-2

0910-0006 C1, P8 Each 24.0000 N

JUNCTION BOXES J.B.-25

0910-4116 P8 Linear Foot 1,365.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 455.0000 N

2" DIRECT BURIAL CONDUIT

0910-5255 C1, P8 Linear Foot 13,022.0000 N

2" CONDUIT IN STRUCTURE

0910-5500 C1, P8 Each 2.0000 N

BURIED CABLE AND CONDUIT MARKER

0910-6000 C1, P8 Linear Foot 455.0000 N

TRENCH

0910-7020 P8 Each 1.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0002 R Square Foot 12.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL CHANNEL BAR POST

0931-0003 R Square Foot 166.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0932-0001 R Square Foot 20.0000 N

POST MOUNTED SIGNS, TYPE C

0934-0002 R Square Foot 25.0000 N

POST MOUNTED SIGNS, TYPE E

0935-0001 R Square Foot 40.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0001 R Square Foot 1,235.0000 N

STRUCTURE MOUNTED EXTRUDED ALUMINUM CHANNEL SIGNS

4936-0010 R Square Foot 237.0000 N Proj STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS AND STRANDED AIRCRAFT CABLE

0937-0104 J, R Each 2.0000 N

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

0937-0105 J, R Each 49.0000 N

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

August 27, 2026 14:16:56 PM Page 16 of 174

0937-0106 J, R Each 33.0000 N

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

0937-0107 J, R Each 58.0000 N

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

0937-0196 J1, R Each 12.0000 N

BARRIER MOUNTED DELINEATOR, TOP MOUNT TYPE R, (W/W)

0937-0199 J1, R Each 32.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE R, (Y/Y)

0937-0200 J1, R Each 96.0000 N

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

0937-0201 J1, R Each 41.0000 N

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

0937-0210 J1, R Each 86.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE S, (Y/B)

0937-0211 J1, R Each 41.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE S, (W/B)

0937-0322 R Each 8.0000 N

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-1, RED POST WITH RED SHEETING

0937-0332 R Each 38.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/WHITE SHEETING

0937-0334 R Each 15.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0339 R Each 4.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0937-0340 R Each 2.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH YELLOW/BLANK SHEETING

4937-0340 R Each 2.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH YELLOW/BLANK SHEETING MOUNTED IN

CONCRETE

0948-0671 R1 Lump Sum 1.0000 N

STEEL SIGN STRUCTURE - MONOPIPE

0948-0672 R1 Lump Sum 1.0000 N

STEEL SIGN STRUCTURE - MONOPIPE

0950-0002 P Dollar 5,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-0240 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, POWDER COATED

0951-0250 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM, POWDER COATED

August 27, 2026 14:16:56 PM Page 17 of 174

0951-0255 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 55' MAST ARM, POWDER COATED

0951-0260 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 60' MAST ARM, POWDER COATED

0951-2250 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 50' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-2255 P Each 2.0000 N TRAFFIC SIGNAL SUPPORT, 55' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-2260 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 60' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

4951-4108 P Each 8.0000 N Proj

PEDESTRIAN STUB POLE, POWDER COATED TYPE B OR E ONLY

4952-1030 P Each 1.0000 N Proj

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

0954-0012 P8 Linear Foot 505.0000 N

2 INCH CONDUIT

0954-0014 P8 Linear Foot 393.0000 N

4 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 137.0000 N

TRENCH AND BACKFILL, TYPE I

4954-0152 C1, P8 Linear Foot 43.0000 N Proj

TRENCH AND BACKFILL, TYPE II FULL SLAB REPLACEMENT

0954-0154 C1, P8 Linear Foot 269.0000 N

TRENCH AND BACKFILL, TYPE IV

0954-0201 P8 Linear Foot 2,644.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 2,005.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 1,556.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0304 P8 Each 3.0000 N

JUNCTION BOX, JB-27 GALVANIZED STEEL

4954-0402 P8 Each 1.0000 N Proj

ELECTRICAL SERVICE, TYPE B WITH HIGHWAY LIGHTING BREAKER

4954-0600 P8 Each 1.0000 N Proj

UNINTERRUPTIBLE POWER SUPPLY (UPS) WITH AUXILARY CABINET

0955-2082 P Each 4.0000 N

August 27, 2026 14:16:56 PM Page 18 of 174

VEHICULAR SIGNAL HEAD, ONE 8" SECTION

0955-3208 P Each 8.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 4.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3210 P Each 4.0000 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 2.0000 N Proj OMNI-VIEW VIDEO DETECTION SYSTEM WITH LIFETIME ANALYTICS AND WEB-BASED REMOTE ACCESS

4956-0790 P Each 8.0000 N Proj

ACCESSIBLE PEDESTRIAN SIGNALS POLARA

0958-0041 P, Q Each 1.0000 N

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

0958-0361 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (4 OR MORE APPROACHES)

0958-0441 P, Q Each 2.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (4 OR MORE APPROACHES)

0960-0021 O2 Linear Foot 376.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0024 O2 Linear Foot 500.0000 N

8" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0026 O2 Linear Foot 655.0000 N

24" WHITE HOT THERMOPLASTIC TRANSVERSE PAVEMENT MARKINGS

0960-0220 O2 Each 1.0000 N

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

0960-0222 O2 Each 5.0000 N

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

0960-0224 O2 Each 9.0000 N

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

0962-1000 O Linear Foot 44,759.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 11,910.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1002 O Linear Foot 9,750.0000 N

8" WHITE WATERBORNE PAVEMENT MARKINGS

August 27, 2026 14:16:56 PM Page 19 of 174

0962-1004 O Linear Foot 234.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 54,634.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 19,738.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 3,300.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 570.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 23.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0001 O Linear Foot 31,656.0000 N

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 15,421.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 2,557.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

4964-0005 O Linear Foot 1,588.0000 N Proj

6" WHITE EPOXY PAVEMENT MARKINGS RECESSED

0964-0008 O Linear Foot 5,124.0000 N

8" WHITE EPOXY PAVEMENT MARKINGS

0964-0021 O Linear Foot 807.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

4964-0021 O Linear Foot 408.0000 N Proj

24" WHITE EPOXY PAVEMENT MARKINGS RECESSED

4964-0024 O Linear Foot 650.0000 N Proj

8" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS RECESSED

0964-0026 O Linear Foot 117.0000 N

24" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS

4964-0026 O Linear Foot 165.0000 N Proj

24" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS RECESSED

4964-0220 O3 Each 5.0000 N Proj

WHITE EPOXY LEGEND, "STRAIGHT ARROW", 12' - 0" X 1' - 8" RECESSED

4964-0222 O3 Each 19.0000 N Proj

WHITE EPOXY LEGEND, "RIGHT ARROW", 12' - 0" X 3' - 0" RECESSED

4964-0224 O3 Each 20.0000 N Proj

WHITE EPOXY LEGEND, "LEFT ARROW", 12' - 0" X 3' - 0" RECESSED

August 27, 2026 14:16:56 PM Page 20 of 174

0966-0014 O1 Each 16.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/R)

0966-0015 O1 Each 108.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/R)

0966-0018 O1 Each 108.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/B)

0966-0300 O1 Each 165.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL WITHOUT REPLACEMENT

1001-0980 G4, S9 Square Yard 18,181.0000 N

MECHANICAL TEXTURING WITH LONGITUDINAL SAWED GROOVES

1001-1000 S9 Cubic Yard 5,873.0000 N

CLASS AAAP CEMENT CONCRETE

1001-1080 S2 Cubic Yard 253.0000 N

CLASS AA CEMENT CONCRETE

1001-1120 S2 Cubic Yard 44.0000 N

CLASS A CEMENT CONCRETE

1001-1200 S2 Cubic Yard 1,074.0000 N

CLASS AA CEMENT CONCRETE, EXCEPT USE NO. 8 COARSE AGGREGATE

1002-0053 S7 Pound 14,621.0000 N

REINFORCEMENT BARS, EPOXY COATED

1002-0220 S7 Pound 1,759,977.0000 N

STAINLESS STEEL REINFORCEMENT BARS

1003-0005 S2 Each 858.0000 N

DOWEL HOLES, 12" DEPTH

1003-0007 S2 Each 238.0000 N

DOWEL HOLES, 16" DEPTH

1016-0110 J2, S4 Linear Foot 3,340.0000 N

RAILROAD PROTECTIVE FENCE, STEEL

5018-0050 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE MODIFIED

5019-0040 K2 Square Yard 6,751.0000 N Std

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, REINFORCED

CONCRETE SUBSTRUCTURE SURFACES) SILANE OR SILOXANE

5019-0050 K2 Square Yard 26,250.0000 N Std

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE) SILANE OR SILOXANE

1026-0016 T6 Linear Foot 73.0000 N

NEOPRENE STRIP SEAL DAM, (3 1/2" MOVEMENT)

August 27, 2026 14:16:56 PM Page 21 of 174

1026-0017 T6 Linear Foot 206.0000 N

NEOPRENE STRIP SEAL DAM, (4" MOVEMENT)

1050-0089 T8 Each 56,250.0000 N

SHEAR CONNECTORS

1050-0093 T7 Each 18.0000 N

SCUPPER, TYPE D

1050-0100 S2, T3 Dollar 500,000.0000 $1.00 Y

UNFORESEEN FABRICATED STRUCTURAL STEEL REPAIRS

1050-0201 S2, T3 Each 133.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 1

1050-0202 S2, T3 Each 2.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 2

1050-0203 S2, T3 Each 29.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 3

1050-0204 S2, T3 Each 2.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 4

1050-0205 S2, T3 Each 30.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 5

1050-0206 S2, T3 Each 4.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 6

1050-0207 S2, T3 Each 19.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 7

1050-0208 S2, T3 Each 8.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 8

1050-0209 S2, T3 Each 2.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 9

1050-0210 S2, T3 Each 1.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 10

1050-0211 S2, T3 Each 4.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 11

1050-0212 S2, T3 Each 15.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 12

1050-0213 S2, T3 Each 5.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 13

1050-0214 S2, T3 Each 120.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 14

1050-0215 S2, T3 Each 5.0000 N

August 27, 2026 14:16:56 PM Page 22 of 174

FABRICATED STRUCTURAL STEEL REPAIR 15

1050-0216 S2, T3 Each 2.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 16

1050-0217 S2, T3 Each 1.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 17

1050-0218 S2, T3 Each 14.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 18

1050-0219 S2, T3 Each 948.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 19

1050-0220 S2, T3 Each 3.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 20

1050-0221 S2, T3 Each 16.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 21

1050-0222 S2, T3 Each 4.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 22

1050-0223 S2, T3 Each 2.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 23

1050-0224 S2, T3 Each 22.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 24

1050-0225 S2, T3 Each 2.0000 N

FABRICATED STRUCTURAL STEEL REPAIR 25

1070-0200 V Lump Sum 1.0000 N

PAINTING EXISTING STRUCTURAL STEEL

1070-0325 V Lump Sum 1.0000 N

PRIMING TOP FLANGES

1070-0350 V Dollar 20,000.0000 $1.00 Y

PENETRATING SEALER AND CAULKING APPLICATION

1072-0100 V2 Lump Sum 1.0000 N

CONTAINMENT

1072-0200 X Lump Sum 1.0000 N

WASTE MANAGEMENT

1072-0300 V2 Lump Sum 1.0000 N

WORKER HEALTH AND SAFETY

1091-0331 K1 Linear Foot 154.0000 N

EPOXY INJECTION CRACK SEAL

1999-9999 Z Hour 8,000.0000 N Std

TRAINEES

August 27, 2026 14:16:56 PM Page 23 of 174

9000-0001 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, NB TYPE 1

9000-0002 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, NB TYPE 2

9000-0003 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, NB TYPE 3

9000-0004 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, NB TYPE 4

9000-0005 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, SB TYPE 1

9000-0006 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, SB TYPE 2

9000-0007 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, SB TYPE 3

9000-0008 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE, SB TYPE 4

9000-0009 T5 Each 16.0000 N Proj

RESET BEARING PAD

9000-0010 J Linear Foot 882.0000 N Proj

REMOVE AND REPLACE EXISTING CHAIN LINK FENCE

9000-0011 E, F1 Ton 26.0000 N Proj

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

MM MIX, CURB

9000-0012 E, F1 Ton 2.0000 N Proj

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

MM MIX, DRAINAGE

9000-0013 C1 Dollar 30,000.0000 $1.00 Y Proj

DETOUR ROUTE REPAIR

9000-0014 J Linear Foot 1,646.0000 N Proj

REMOVE EXISTING HIGH-TENSION CABLE BARRIER (CONTRACTOR'S PROPERTY)

9000-0015 F3 Linear Foot 1,080.0000 N Proj

TEMPORARY RUMBLE STRIPS

9000-0016 H Cubic Yard 15.0000 N Proj

CONCRETE PIPE COLLAR

9000-0017 Q Each 2.0000 N Proj

TEMPORARY STEEL PLATE INLET PROTECTION

9000-0020 H Each 1.0000 N Proj

TEMPORARY PIPE CAP

9000-0050 S2 Square Foot 1,443.0000 N Proj

August 27, 2026 14:16:56 PM Page 24 of 174

REPAIR DETERIORATED CONCRETE

9000-0051 T7 Each 27.0000 N Proj

CLEAN AND FLUSH WEEPHOLES

9000-0052 T7 Each 26.0000 N Proj

CLEAN AND FLUSH BRIDGE SEATS

9000-0053 S2 Square Yard 311.0000 N Proj

REPAIR PRECAST CEMENT CONCRETE BLOCK SLOPE WALL

9000-0054 A Lump Sum 1.0000 N Proj

REMOVAL OF VEGETATION FROM SLOPE WALLS

9000-0055 H Each 10.0000 N Proj

CEMENT CONCRETE SPLASH BLOCK

9000-0101 T5 Each 14.0000 N Proj

REPLACE EXISTING BEARING, TYPE 1, METHOD A

9000-0102 T5 Each 16.0000 N Proj

REPLACE EXISTING BEARING, TYPE 2, METHOD B

9000-0103 T5 Each 58.0000 N Proj

REPLACE EXISTING BEARING, TYPE 3, METHOD A

9000-0104 T5 Each 7.0000 N Proj

REPLACE EXISTING BEARING, TYPE 4, METHOD A

9000-0105 T5 Each 60.0000 N Proj

REPLACE EXISTING BEARING, TYPE 5, METHOD A

9000-0106 T5 Each 97.0000 N Proj

REPLACE EXISTING BEARING, TYPE 6, METHOD B

9000-0150 J, J3 Dollar 15,500.0000 $1.00 Y Proj

GUIDE RAIL AND ATTENUATOR REPAIRS

9000-0201 S2 Each 45.0000 N Proj

REPLACE/CONSTRUCT BEARING PEDESTAL, TYPE 1

9000-0202 S2 Each 47.0000 N Proj

REPLACE/CONSTRUCT BEARING PEDESTAL, TYPE 2

9000-0203 S2 Each 3.0000 N Proj

REPLACE/CONSTRUCT BEARING PEDESTAL, TYPE 3

9000-0204 S2 Each 30.0000 N Proj

REPLACE/CONSTRUCT BEARING PEDESTAL, TYPE 4

9000-0205 S2 Each 30.0000 N Proj

REPLACE/CONSTRUCT BEARING PEDESTAL, TYPE 5

9000-0206 S2 Each 7.0000 N Proj

REPLACE/CONSTRUCT BEARING PEDESTAL, TYPE 6

August 27, 2026 14:16:56 PM Page 25 of 174

9000-0210 S2 Each 4.0000 N Proj

CONSTRUCT PIER CAP EXTENSION, TYPE 1

9000-0211 S2 Each 4.0000 N Proj

CONSTRUCT PIER CAP EXTENSION, TYPE 2

9000-0250 R Each 5.0000 N Proj

TEMPORARY CLOSED SIGN PANEL

9000-0300 T6 Linear Foot 292.0000 N Proj

MODULAR EXPANSION DAM, 10" MOVEMENT CAPACITY

9000-0301 S5 Linear Foot 300.0000 N Proj

SNOW WALL, STEEL

9000-0302 S2 Each 400.0000 N Proj

INSTALL/REPLACE LOOSE, MISSING, OR CORRODED BOLTS

9000-0303 T7 Linear Foot 1,429.0000 N Proj

DOWNSPOUTING

9000-0304 T6 Linear Foot 152.0000 N Proj

NEOPRENE STRIP SEAL DAM, (5" MOVEMENT)

9000-0400 P1 Lump Sum 1.0000 N Proj

REMOVAL OF REMAINING PORTION OF EXISTING DE-ICING SYSTEM

9000-0500 V Lump Sum 1.0000 N Proj

PAINTING EXISTING STEEL GIRDER BOTTOM FLANGES OVER CSX RAILROAD

9000-0501 T Square Foot 158,260.0000 N Proj

UNDERDECK PROTECTION SHIELDS AND RAILROAD PROTECTION

9000-0600 S2 Dollar 300,000.0000 $1.00 Y Proj

UNFORESEEN BRIDGE REPAIRS

9000-0601 S2 Dollar 150,000.0000 $1.00 Y Proj

BRIDGE MAINTENANCE REPAIRS

9000-0700 P Each 1.0000 N Proj

RADIO TRAFFIC SYSTEMS PREEMPTION SYSTEM

9000-0701 P Each 4.0000 N Proj

90-WATT LED LUMINAIRE, ARM MOUNT

9000-0803 O Linear Foot 482.0000 N Std

8" RECESSED WHITE RELFECTIVE PAVEMENT MARKING TAPE

9000-0812 O Linear Foot 7,924.0000 N Std

6" RECESSED WHITE REFLECTIVE PAVEMENT MARKING TAPE

9000-0813 O Linear Foot 2,766.0000 N Std

6" RECESSED BLACK REFLECTIVE PAVEMENT MARKING TAPE

9000-0903 Q Square Foot 180.0000 N Proj

TEMPORARY SIGN COVER

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9000-5001 X Each 8.0000 N Std

PREPARATION OF WORKING DRAWINGS FOR CONCRETE CURB RAMPS

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

9000-6056 K Each 2.0000 N Std

CORE HOLE IN INLET BOX

9000-8020 P Each 4.0000 N Proj

16570 LUMEN, TYPE II LED ROADWAY LUMINARE

9000-8037 P Lump Sum 1.0000 N Proj

REMOVE EXISTING LIGHTING SYSTEM

9000-9000 X Dollar 1,400,000.0000 $1.00 Y Proj

DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) - NORFOLK SOUTHERN

August 27, 2026 14:16:56 PM Page 27 of 174

SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

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

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

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

DSP17. Federal Audit Clause.

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

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

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

August 27, 2026 14:16:56 PM Page 28 of 174

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

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

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

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

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

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

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

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

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

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

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

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

Special Provision: N1A - A00150 - REVISED CHANGED CONDITION CLAUSE FOR ADA CURB RAMP

ITEMS OF WORK

Addendum:

August 27, 2026 14:16:56 PM Page 29 of 174

A00150 - REVISED CHANGED CONDITION CLAUSE FOR ADA CURB RAMP ITEMS OF WORK

Provision Body:

Pursuant to the provisions of 23 CFR 635.109(c), the second bullet point and the last paragraph of the changed condition clause, Section 110.02(d) are not applicable to the following items of work:

Item 0630-0021 - PLAIN CEMENT CONCRETE CURB, 4" HEIGHT Item 0630-0045 - PLAIN CEMENT CONCRETE CURB, 8" HEIGHT, INCLUDING REMOVAL OF EXISTING CURB Item 4676-0001 - CEMENT CONCRETE SIDEWALK FOR ADA RAMPS Item 4695-0004 - DETECTABLE WARNING SURFACE, POLYMER COMPOSITE CITY OF ERIE Item 9000-5001 - PREPARATION OF WORKING DRAWINGS FOR CONCRETE CURB RAMPS

Any changes that result in actual quantities decreasing to below 75% of the original contract quantity or increasing to over 125% of the original contract quantity will NOT be negotiated for a new unit cost. Any changes in quantities to the above items will be paid at the contract unit price.

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).

August 27, 2026 14:16:56 PM Page 30 of 174

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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

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

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

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Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the

Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated

CCD.

Within 14 days of completing the construction of a stormwater control measure (SCM) as determined by…