PROPOSAL Report - Project 112550

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PROPOSAL REPORT

Project: 112550 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 08 County: York

SR/SEC/

Group ID: 83/091/---

Description

North York Widening #2 (Codorus Creek Bridge)

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 SECTION 108.07(d) EROSION AND SEDIMENTATION CONTROL (E&S)

NONCOMPLIANCE LIQUIDATED DAMAGES

00 - a00002 ITS AS-BUILT DELIVERABLE EXHIBITS - FOR IMPORTING INTO OSP Insight 00 - a00003 ITS AS-BUILT DELIVERABLES FOR OSP Insight 00 - a00005 NPDES PERMIT MODIFICATION REQUIREMENTS 00 - a00007 NOTICE TO THE CONTRACTOR - STANDARD CONCRETE/MOLYCORP - FOR

INFORMATIONAL PURPOSES ONLY

00 - a00008 MANAGEMENT OF GROUNDWATER AND DEWATERING ACTIVITIES ASSOC. WITH

SEWER AND STREAM CONSTRUCTION

00 - a00009 LEVEE BACKFILL 00 - a00016 STORMWATER CONTROL MEASURE FINAL SURFACE PREPARATION 00 - a00018 STREAM RELOCATION CONTRACTOR DEMONSTRATED EXPERIENCE 00 - a00020 PROJECT SPECIFIC PRE-ACTIVITY ENVIRONMENTAL MEETINGS 00 - a00022 CONTRACTOR’S STREAM RELOCATION SUPERVISOR 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 ... 94 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G211A - a00211 MANDATORY PRE-BID CONFERENCE 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

G1301A - a01301 DISPLAYING OF CORE BORING SAMPLES G1601A - a01601 E.E.O. COVERED AREA 00 - a01701 FALL PROTECTION AND RESCUE PLAN G1901B - a01901 INSURANCE--GENERAL APPLICATION (ESPN)

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G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS

(NORFOLK SOUTHERN)

G1903A - a01903 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS

(CSX)

G2201A - a02201 RAILROAD COMPANY CONTACT PERSON (CSX) G2201A - a02201 RAILROAD COMPANY CONTACT PERSON (ESPN) G2201A - a02201 RAILROAD COMPANY CONTACT PERSON (NORFOLK SOUTHERN) G2300A - a02300 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (CSX) G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (ESPN) 00 - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (NORFOLK

SOUTHERN)

G2302A - a02302 WORKER PROTECTION AND INVESTMENT G2401B - a02401 RAILROAD PROTECTIVE SERVICES COSTS (CSX) G2401B - a02401 RAILROAD PROTECTIVE SERVICES COSTS (ESPN) 00 - a02500 RAILROAD ADDITIONAL REQUIREMENTS G2502A - a02502 REQUIREMENT OF THE PUBLIC UTILITY COMMISSION G60B - a03001 NIGHT SHIFT G110B - a03601 START OF WORK G100B - a03701 STATE POLICE FOR CONSTRUCTION ASSISTANCE G4001A - a04001 SUPER LOAD BRIDGE BEAMS N10501B - a10501 BRIDGE SHOP DRAWINGS N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS G50E - a10701 GUIDE RAIL AND BARRIER MOUNTED DELINEATORS 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW

00 - b00001 RAILROAD SHEETING AND SHORING REQUIREMENTS 00 - b00002 LEVEE SHEETING AND SHORING REQUIREMENTS 00 - b00003 SPRAY APPLIED WATERPROOFING SYSTEMS ON CONCRETE SURFACES 00 - b00004 ANTI-GRAFFITI COATING 00 - b00006 FABRICATED STRUCTURAL STEEL GRADE 50W AND GRADE HPS 70W 00 - b00007 6" PVC PIPE (SCHEDULE 40) 00 - b00009 CONTROL OF HEAT OF HYDRATION FOR STRUCTURAL MASS CONCRETE 00 - b00011 4" RIGID GALVANIZED STEEL (RGS) CONDUIT IN STRUCTURE 00 - b00012 GEOGRID (MODIFIED) 00 - b00013 TEMPORARY SHIELDING 00 - b00014 MODULAR EXPANSION DAM, 12" MOVEMENT CLASSIFICATION 00 - b00015 PILE WINDOW AT ABUTMENTS 00 - b00020 VIBRATION MONITORING P1061D - b01061 Electronic Submission of Material Certifications through ECMS

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

S2011C - b02011 SECTION 201.3 00 - b04131 SECTION 413.3 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE 00 - b04132 SECTION 413.3(h)1.a - PLACING 00 - b04133 SECTION 413.3(i) COMPACTION S6012B - b06012 SECTION 601.3(f) BACKFILLING TRENCH 00 - b06051 SECTION 605.3 S6092B - b06092 SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b07042 SECTION 704 AND SECTION 1001 00 - b08041 SECTIONS 804.2 & 804.3 00 - b08061 SECTION 806.2(a) - TEMPORARY ROLLED EROSION CONTROL PRODUCTS 00 - b08081 SECTION 808.3(d) - PREPARATION OF PLANT PITS 00 - b08101 SECTION 810 - TREE TRIMMING AND SELECTIVE TREE REMOVAL 00 - b08671 SECTION 867 - COMPOST FILTER SOCK 00 - b09371 SECTION 937 - DELINEATION DEVICES 00 - b09521 SECTION 952 - CONTROLLER ASSEMBLY 00 - b09541 SECTION 954.3(i) GROUND RODS 00 - b09601 SECTIONS 960 and 964 00 - b10181 SECTION 1018 - REMOVAL OF EXISTING BRIDGES OR CULVERTS 00 - b10851 SECTION 1085.3(h)4 Backfill 00 - c02011 ITEM 4201-0001 - CLEARING AND GRUBBING TREE INVENTORY 00 - c02051 ITEM 4205-0267 - SELECTED BORROW EXCAVATION ROCK, CLASS R-7, CHOKED

WITH ROCK, CLASS R-4

00 - c02052 ITEM 4205-0282 - SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO.

3, CHOKED WITH TOPSOIL

I2051B - c02053 ITEM 4205-0300 - SELECTED BORROW EXCAVATION, SOLUTION CAVITIES 00 - c06011 ITEMS 4601-XXXX, 4616-1204/1206 & 9601-9395 00 - c06051 ITEM 4605-2850 - STANDARD INLET BOX, HEIGHT I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06091 ITEM 4609-0006 - INSPECTOR’S FIELD OFFICE AND INSPECTION FACILITES, TYPE A BRICK AND MORTAR

00 - c06231 ITEM 4623-0303 - CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT, PRECAST

00 - c06761 ITEM 4676-0001 - CEMENT CONCRETE SIDEWALK, ADA COMPLIANT CURB RAMP. 176 00 - c06861 ITEM 4686-0010 - CONSTRUCTION SURVEYING, TYPE A STAKEOUT FOR UTILTY

COMPANY RELOCATION WORK

00 - c08021 ITEM 4802-0001 - TOPSOIL FURNISHED AND PLACED, 6" DEPTH 00 - c08081 ITEM 4808-6000 - WATERING FOR STREAM RELOCATION 00 - c08451 ITEM 4845-0001 - UNFORESEEN WATER POLLUTION CONTROL STREAM

MITIGATION

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00 - c08681 ITEM 4868-0002 - COMPOST BLANKET, UNSEEDED FOR EMBANKMENT

SEDIMENT TRAP SPILLWAY

00 - c08751 ITEM 4875-0001 - CONCRETE OUTLET STRUCTURE D-H INLET BOX 00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09101 ITEM 4910-0001 - JUNCTION BOXES J.B.- 1 ELECTRICAL SERVICE TO ITS

DEVICE

00 - c09102 ITEM 4910-5055 - 2” DIRECT BURIAL CONDUIT, PVC 00 - c09103 ITEM 4910-5175 - 2" EXPOSED CONDUIT, RIGID STEEL 00 - c09104 ITEM 4910-5400 - CONDUIT SLEEVE, 3” HDPE 00 - c09311 ITEM 4931-0003 - POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST WITH

RETROREFLECTIVE PANEL

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

MOUNTING ECONOLITE

00 - c09522 ITEM 4952-2000 - AUXILIARY CABINET WITHOUT FAN, TYPE G 00 - c09561 ITEM 4956-0752 - CCTV FOR SIGNALIZED INTERSECTION, RTMC USE 00 - c09562 ITEM 4956-0771 - RADAR DETECTION SYSTEM WAVETRONIX 00 - c09701 ITEM 4970-0001 - REMOVE POST MOUNTED SIGNS, TYPE A, HIGHWAY ADVISORY

RADIO

00 - c10061 ITEMS 5006-1020/1035/1060/1075/1200 - DRILLED CAISSONS, 4,000 PSI, NSRR

REQUIREMENT

00 - c10071 ITEM 5007-0350 - MICROPILES 9 5/8” DIAMETER, PLAIN STEEL, NSRR

REQUIREMENT

00 - c10181 ITEMS 1018-0001/0002/0003/0004 - REMOVAL OF EXISTING BRIDGE 00 - c10182 ITEM 5018-0070 - REMOVAL OF PORTION OF EXISTING CULVERT, S-39968 00 - c12012 ITEM 5201-1300 - ITS DEVICE FIELD ENCLOSURE, POLE MOUNT WITH LOCK 00 - c12013 ITEM 5201-1600 - ITS DEVICE FIELD ENCLOSURE, STRUCTURE MOUNT WITH

LOCK

00 - c12101 ITEM 5210-0001 - ITS CLOSED CIRCUIT TELEVISION, CAMERA SUBSYSTEM, POLE MOUNT, POSITIONAL CCTV

00 - c12102 ITEM 5210-0100 - ITS CLOSED CIRCUIT TELEVISION, CAMERA SUBSYSTEM, STRUCTURE MOUNT

00 - c12111 ITEM 5211-0001 - PORTABLE CLOSED CIRCUIT TELEVISION (PCCTV) CAMERA

SUB., RETAINED BY DEPT

00 - c12301 ITEM 5230-2650 - ITS CHANGEABLE MESSAGE SIGN, 12" TEXT, FRONT-ACCESS, 30-DEG, RGB

I19992A - c19992 ITEM 1999-9999 - TRAINEES I80041A - c81201 ITEM 8120-0001/0002, 8000-0001/0002, 8100-0001/0002 - BRIDGE

STRUCTURES, AS DESIGNED & ALTS

00 - c81202 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-39605, S-39982

I80141A - c85101 ITEMS 8510-0001/2/3/4, 8520-0001/2 - PRECAST REINFORCED CONCRETE

BOX CULVERTS & ALTERNATES

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I80141A - c85501 ITEM 8550-0001/0002 & 8430-0001 - PRECAST REINFORCED CONCRETE

ARCH CULVERTS & ALTERNATES

00 - c85502 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-39968, S-40037, S-40038

I80101A - c86101 ITEMS 8610-0100/0101/0102/0002, 8620-0001 - RETAINING WALL, AS-

DESIGNED & ALTS

00 - c86102 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-42923... 226 I10001D - c90001 ITEM 9000-0001 - SOLUTION CAVITY EXCAVATION 00 - c90003 ITEM 9000-0002 - DRILLED CAISSON LOAD TEST, S-39605 00 - c90005 ITEM 9000-0003/0005 - STOCKPILING AND PLACEMENT OF STREAMBED

MATERIAL AT CULVERT

00 - c90007 ITEMS 9000-0004/0006/0007/0008 - OVEREXCAVATION AND BACKFILL WITH NO.

2A COARSE AGGREGATE

00 - c90009 ITEM 9000-0009/0011 – PRESSURE DISTRIBUTION PAD 00 - c90011 ITEM 9000-0010 – CULVERT CLEANING, S-39968 00 - c90015 ITEM 9000-0021 – COMPACTED SUB-BALLAST 00 - c90021 ITEMS 9000-0022/0023 - CEMENT-TREATED SUBGRADE STABILIZATION &

CEMENT ADDITIVE

00 - c90030 ITEM 9000-0040 – JUNCTION BOX, JB 17" X 30" 00 - c90035 ITEMS 9000-0042/0043 – ITS COMMUNICATION JUNCTION BOX 00 - c90040 ITEM 9000-0044 – FIBER TRENCH 00 - c90047 ITEM 9000-0045 – JACKED CONCRETE PIPE, 48” 00 - c90049 ITEM 9000-0046/0047 - JACKING PIT and RECEIVING PIT 00 - c90051 ITEM 9000-0050 - TEMPORARY FLEXIBLE PIPE CONNECTOR 00 - c90053 ITEM 9000-0061 – REMOVAL OF EXISTING DMS SIGN AND SIGN STRUCTURE 00 - c90055 ITEM 9000-0062 – REMOVAL OF EXISTING CCTV CAMERA, STEEL POLE, AND

FOUNDATION

00 - c90070 ITEM 9000-0070 - SITE WORK PLAN (WITH HEALTH AND SAFETY PLAN) 00 - c90071 ITEM 9000-0071 - EXCAVATION SAMPLING, ANALYSIS AND REPORTING 00 - c90072 ITEM 9000-0072 - DISPOSAL OF REGULATED FILL AND RESIDUAL WASTE 00 - c90073 ITEM 9000-0073 - WATER TESTING, FILTRATION OF WATER, AND SEDIMENT

DISPOSAL WEST OF MILL CREEK

00 - c90075 ITEM 9000-0075 - REMOVAL OF ASBESTOS CONTAINING MATERIALS ON BRIDGE

COMPONENTS

00 - c90076 ITEM 9000-0076 - HANDLING/DISPOSAL BRIDGE COMPONENTS HEAVY METALS

IN PAINT COATINGS

00 - c90077 ITEM 9000-0077 - PERMANENT RIGHT-OF-WAY MONUMENTS 00 - c90078 ITEM 9000-0078 - ABANDONMENT OF EXISTING PIEZOMETERS AND

MONITORING WELLS

00 - c90079 ITEM 9000-0079 - RELOCATED ELECTRIC SERVICE PARCEL 18 00 - c90080 ITEM 9000-0080 - NORFOLK SOUTHERN LIGHTING RELOCATION 00 - c90081 ITEM 9000-0081 - RELOCATED FIRE SUPPRESSION WATER LINE PARCEL 17

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00 - c90082 ITEM 9000-0082 - REMOVAL OF TRASH AND DEBRIS FROM HOMELESS

ENCAMPMENTS

00 - c90083 ITEM 9000-0083 - PA AMERICAN WATER SEWER INTERCEPTOR PIPE PROTECT-

IN-PLACE

00 - c90084 ITEM 9000-0084 - INTERCEPTOR EMERGENCY ACTION PLAN DEVELOPMENT 00 - c90085 ITEM 9000-0085 - INTERCEPTOR EMERGENCY ACTION PLAN IMPLEMENTATION .. 270 00 - c90090 ITEM 9000-0101 - 40' WOODEN UTILITY SERVICE POLE 00 - c90095 ITEM 9000-0104 – REMOVE WOOD SERVICE POLE 00 - c90100 ITEM 9000-0201 – FIELD ETHERNET SWITCH 00 - c90103 ITEM 9000-0202 – FIELD ETHERNET SWITCH, 20 PORTS 00 - c90105 ITEM 9000-0207 – FIBER OPTIC PATCH PANEL 00 - c90107 ITEM 9000-0208 - FIBER OPTIC FIELD SPLICE ENCLOSURE 00 - c90109 ITEM 9000-0210 – STANDARD FIBER OPTIC CABLE, 12 STRAND 00 - c90111 ITEM 9000-0211 – MICRO-FIBER OPTIC CABLE, 288 STRAND 00 - c90112 ITEM 9000-0212 – STANDARD FIBER OPTIC CABLE, 96 STRAND 00 - c90113 ITEM 9000-0213 - CONDUIT SLEEVE, 4" HDPE 00 - c90301 ITEM 9000-0300 – CANOPY TREES 00 - c90303 ITEM 9000-0301 – UNDERSTORY TREES 00 - c90305 ITEM 9000-0302 – SHRUBS 00 - c90307 ITEM 9000-0303 – LIVE STAKES 00 - c90309 ITEM 9000-0304 – CLAY CHANNEL BLOCK 00 - c90311 ITEM 9000-0305 – COMPACTED CLAY LINER, 12” DEPTH 00 - c90313 ITEM 9000-0306 – CONSTRUCTED RIFFLE 00 - c90315 ITEM 9000-0307 – CLEANOUT STRUCTURE 00 - c90317 ITEM 9000-0308 – LIVE FENCE 00 - c90319 ITEM 9000-0309 – LOG DEFLECTOR 00 - c90321 ITEM 9000-0311 – MUD SILL 00 - c90323 ITEM 9000-0313 – PERMANENT ROCK CHECK DAM 00 - c90325 ITEM 9000-0314 – PLANTED RIPRAP 00 - c90327 ITEM 9000-0315 – ROCK BARRIER 00 - c90329 ITEM 9000-0316 - ROCK FILTER OUTLET 00 - c90331 ITEM 9000-0317 – ROCK STEP 00 - c90333 ITEM 9000-0318 – SOIL AMENDMENTS, 12” DEPTH 00 - c90335 ITEM 9000-0320 – STREAMBED MATERIAL MIX 00 - c90337 ITEM 9000-0321 – TEMPORARY INLET CAP 00 - c90339 ITEM 9000-0322 – TEMPORARY PUMP BYPASS 00 - c90341 ITEM 9000-0323 - TEMPORARY STREAM CROSSING (MILL CREEK) 00 - c90343 ITEM 9000-0324 – TEMPORARY STREAM DIVERSION (CODORUS CREEK) 00 - c90345 ITEM 9000-0325 – TEMPORARY STREAM DIVERSION (MILL CREEK) 00 - c90349 ITEM 9000-0328 – WOOD TOE WITH COIR WRAPPED SOIL LIFTS 00 - c90351 ITEM 9000-0329/0338 – CONCRETE END SECTIONS FOR ELLIPTICAL AND PLATE

ARCH PIPES

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00 - c90353 ITEM 9000-0330 - TYPE M DOUBLE INLET, HEIGHT < / = 10', GRATE 00 - c90355 ITEMS 9000-0331/0332/0333 – LEVEL SPREADER 00 - c90361 ITEM 9000-0334 – SEDIMENT STORAGE DEWATERING FACILITY 00 - c90363 ITEM 9000-0335 – TEMPORARY PIPE CAP 00 - c90365 ITEM 9000-0336 – GEOSYNTHETIC CLAY LINER 00 - c90369 ITEM 9000-0339 - 6" UNDERDRAIN GATE VALVE 00 - c90371 ITEM 9000-0340 – REPLACE INLET FILTER BAG 00 - c90373 ITEMS 9000-0350/0351/0352/0353 - TEMPORARY ACCESS ROADS 00 - c90375 ITEMS 9000-0354/0355/0356 - TEMPORARY GRAVEL ACCESS PATHS 00 - c90401 ITEM 9000-0402 – INSTALL SAFETY RAILING AT ITS ENCLOSURE 00 - c90403 ITEM 9000-0424 – (3) 1.25 INCH SDR-11 HDPE CONDUIT 00 - c90405 ITEM 9000-0501 - UTILITY COMPANY SERVICES 00 - c90407 ITEM 9000-0505 - ITS SYSTEM - COMPLETE POWER SUPPLY, NO

TRANSFORMERS

00 - c90409 ITEM 9000-0507 – PENNDOT CONDUIT LOCATING SERVICES 00 - c90411 ITEM 9000-0601 - SYSTEM SUPPORT EQUIPMENT 00 - c90413 ITEM 9000-0602 - UNFORESEEN ITS WORK 00 - c90603 ITEM 9000-0603 - REASSIGN IP ADDRESSES OF SR 0030 SIGNAL SYSTEM

EQUIPMENT

00 - c90701 ITEM 9000-0700/0701 - ASPHALTIC PLUG EXPANSION DAM SYSTEM, ASPHALY

OVERLAY, 3” DEPTH

00 - c90703 ITEM 9000-0702/0703 - LONGITUDINAL JOINT CLEANING AND SEALING, S-15014 & S-15015

00 - c90707 ITEMS 9000-0704/0705 - DISPOSAL OF BRIDGE WASTE 00 - c90709 ITEM 9000-0706/0707 - CONTAINMENT 00 - c90711 ITEM 9000-0710 - JACKING BRIDGE SUPERSTRUCTURE AND TEMPORARY

SUPPORT SYSTEM, S-15015

00 - c90713 ITEM 9000-1000 - MISCELLANEOUS UNFORESEEN BRIDGE REPAIRS I68C - c90715 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90717 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

I10421B - c90719 ITEM 9000-7150 - MEASUREMENT OF VERTICAL CLEARANCES 00 - c91001 ITEM 9005-0018 - EXPLORATORY AIR TRACK DRILLING, S-39982 I2032D - c92031 ITEMS 9203-0101//0102/0103/0104/0105 - TEMPORARY EXCAVATION

SUPPORT AND PROTECTION SYSTEMS

00 - c92121 ITEM 9212-0007 - BALLAST PROTECTION - NSRC 00 - c95001 ITEMS 9500-0001/0046 & 9501-0001/0012 - MILL CREEK INTERCEPTOR

REPLACEMENT SPECIFICATIONS

00 - c95002 ITEM 9500-0047 - TEMP EXCAVATION SUPPORT AND PROTECTION SYSTEM, TEMP GROUNDWATER BARRIER

00 - c95003 ITEM 9500-0048 - PERMANENT SHORING SYSTEM FOR SPRINGETTSBURY TWP

SEWER

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00 - c95004 ITEM 9500-0100/0105 and 9000-0341/0346 GROUNDWATER TESTING, FILTRATION, AND SEDIMENT DISPOSAL

00 - c96001 ITEMS 9600-0001/0018 - NORTH YORK BOROUGH SEWER REPLACEMENT

SPECIFICATIONS

00 - c96011 ITEMS 9601-0001/0042 - MANCHESTER TOWNSHIP SEWER REPLACEMENT

SPECIFICATIONS

00 - c96231 ITEM 9623-0005 - TRANSITION, CONCRETE MEDIAN BARRIER, F-SHAPE, 50"

HEIGHT TO VERTICAL FACE

00 - c96232 ITEMS 9623-1001/2/3 - TRANS., CONC. MEDIAN BARRIER, F-SHAPE, 50" HEIGHT

TO SPLIT SINGLE FACE

00 - c98041 ITEM 9804-0005 - PLANT ESTABLISHMENT AND REPLACEMENT 00 - c99011 ITEM 9901-0002 - SECURE INLET GRATES 00 - c99013 ITEM 9901-0003 - GUIDE RAIL AND IMPACT ATTENUATOR REPAIR AND

REPLACEMENT

00 - c99015 ITEM 9901-0351 - DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) 00 - c99101 ITEM 9910-0001 – 75-WATT LED LUMINAIRE, CEILING MOUNT 00 - c99102 ITEM 9910-0002 – 189-WATT LED LUMINAIRE, ARM MOUNT 00 - c99103 ITEM 9910-0003 – 177-WATT LED LUMINAIRE, ARM MOUNT 00 - c99351 ITEM 9935-0001 – SOLAR-POWERED DYNAMIC CHEVRON CURVE WARNING

SYSTEM

00 - c99371 ITEM 9937-0330 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, COMMUNICATION CABLE MARKER

00 - c99372 ITEM 9937-0331 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, PENNDOT ELECTRIC MARKER

00 - c99481 ITEM 9948-0001/0002 – REMOVE STEEL SIGN STRUCTURE

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BID PACKAGE SUMMARY

Project: 112550 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: Federal Oversight State Type of Work: HIGHWAY RECONSTRUCTION

Prequalification Required: Yes Pre-Bid Meeting: Mandatory

408 Version: 2026-IE

Scheduled Let: 10/01/2026 11:00:00 AM Project Cost Range: $200,000,000.00 - $224,999,999.99 Anticipated NTP: 11/16/2026 Structure Work: 57.00%

Required Completion: 06/17/2031 DBE: 0% Wage Rates: Yes

Description:

The SR 0083-091 project consists of the widening, realignment, and reconstruction of I-83, with three lanes in each direction throughout the project limits plus 12-foot median and outside shoulders. Additional roadway improvements include the relocation of Ramps X and Z at Exit 21 and the reconstruction of SR 4055 (Toronita Street), T-511 (Queen Street), T-509/T-513 (10th Avenue), and Columbia Avenue. The I-83 bridge over Mill Creek (2-span) will be replaced with a single-span bridge. Three bridges carrying I-83 over the Norfolk Southern Yard (5-span), SR 1033 (Loucks Mill Road) (3-span), and Codorus Creek (7-span) will be replaced with a single 8-span structure. Other structure work includes the lengthening of an existing culvert running under I-83, the construction of a new culvert under relocated Ramp X, and the construction of a new pedestrian culvert providing access to the east and west sides of I-83. This project will also relocate roughly 1,450 linear feet of Channel 31 located along Columbia Avenue. Other work includes: four overhead sign structures, highway lighting, ITS, signal upgrades, pavement markings, sidewalk & pedestrian ramps, incorporated utility relocation work, planting/landscaping, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0083, SECTION 091, in YORK COUNTY, SPRINGETTSBURY, MANCHESTER, & SPRING GARDEN TOWNSHIPS and NORTH YORK BOROUGH, from 1,700 feet south of the Eberts Lane overpass at Segment 0184/0185 Offset 1146/1146 to just south of the I-83 overpass of SR 0030 at Segment 0210/0211 Offset 0487/0487.The SR 0083-090 project consists of the relocation of roughly 4,600 linear feet of Mill Creek which runs adjacent to I-83. The Mill Creek relocation will include the installation of numerous in-stream structures and extensive planting in the adjacent floodplain. Additional improvements include the grading and installation of floodplain wetland basins adjacent to Eden Road and Graham Street. Other work includes:

incorporated utility relocation work, planting/landscaping, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0083, SECTION 090, in YORK COUNTY, SPRINGETTSBURY, MANCHESTER, & SPRING GARDEN TOWNSHIPS, from 750 feet east (upstream) of the Eberts Lane bridge over Mill Creek to a point just north (downstream) of the I-83 overpass of Mill Creek.Overall project length is 16,901.26 linear feet (3.201 miles).

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

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING TREE INVENTORY

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

0202-0004 B Lump Sum 1.0000 N

0202-0005 B Lump Sum 1.0000 N

0202-0006 B Lump Sum 1.0000 N

0202-0007 B Lump Sum 1.0000 N

0202-0009 B Lump Sum 1.0000 N

0202-0011 B Lump Sum 1.0000 N

0202-0012 B Lump Sum 1.0000 N

0202-0013 B Lump Sum 1.0000 N

0202-0014 B Lump Sum 1.0000 N

0202-0015 B Lump Sum 1.0000 N

0202-0016 B Lump Sum 1.0000 N

0202-0019 B Lump Sum 1.0000 N

0202-0020 B Lump Sum 1.0000 N

August 12, 2026 09:27:38 AM Page 12 of 384

0203-0001 C Cubic Yard 338,249.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 28,736.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 29,069.0000 N

CLASS 2 EXCAVATION

0204-0150 C1, H, S Cubic Yard 5.0000 N

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 57,991.0000 N

FOREIGN BORROW EXCAVATION

0205-0264 C1 Cubic Yard 2,069.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0267 C1 Cubic Yard 2,176.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-7

4205-0267 C1 Cubic Yard 2,723.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-7 , CHOKED WITH ROCK, CLASS R-4

0205-0268 C1 Cubic Yard 5,133.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-8

0205-0281 C1 Cubic Yard 2,668.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0282 C1 Cubic Yard 195.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 3

4205-0282 C1 Cubic Yard 690.0000 N Proj

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 3 , CHOKED WITH TOPSOIL

0205-0290 C1 Cubic Yard 493.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A

4205-0300 C1 Ton 360.0000 N Std

SELECTED BORROW EXCAVATION , SOLUTION CAVITIES

0212-0001 C3, H, M2 Linear Foot 26,502.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 135,531.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0220-0020 K1 Cubic Yard 280.0000 N

FLOWABLE BACKFILL, TYPE C

0223-0001 M2 Square Foot 11,781.0000 N

GEOSYNTHETIC REINFORCED SOIL SLOPE, TYPE A

0313-0337 E Ton 465.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX

August 12, 2026 09:27:38 AM Page 13 of 384

0313-0424 E Square Yard 5,041.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0313-0522 E Square Yard 9,241.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0528 E Square Yard 12,547.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 7" DEPTH

0313-0532 E Square Yard 11,850.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 9" DEPTH

0313-0536 E Square Yard 21,223.0000 N

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

DEPTH

0313-0726 E Square Yard 54,763.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0737 E Ton 7.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX

0314-0107 E Square Yard 54,763.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 6" DEPTH

0350-0106 C, E Square Yard 14,512.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 15,384.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0109 C, E Square Yard 84,438.0000 N

SUBBASE 9" DEPTH (NO. 2A)

0350-0121 C, E Ton 395.0000 N

SUBBASE (NO. 2A)

0404-0012 X Dollar 25,000.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

0405-0001 X Dollar 40,500.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0253 F Square Yard 8,754.0000 N

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

DEPTH, SRL-L

0413-0282 F Square Yard 11,850.0000 N

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

DEPTH, SRL-E

0413-0336 F Square Yard 20,949.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-L

0413-0462 F Square Yard 9,425.0000 N

August 12, 2026 09:27:38 AM Page 14 of 384

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, >/= 30 MILLION ESALS, 12.5 MM MIX, 2"

DEPTH, SRL-E

0413-1029 F Ton 67.0000 N

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

MIX, SRL-L

0413-1034 F Ton 352.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-2099 F Ton 572.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 10 TO < 30 MILLION ESALS, 12.5

MM MIX, SRL-L

0413-3270 F Square Yard 24,046.0000 N

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

0413-6055 F Square Yard 21,223.0000 N

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

0413-8054 F Square Yard 21,836.0000 N

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

1/2" DEPTH

0413-8084 F Square Yard 55,190.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, RPS, PG 64E-22, >/= 30 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-9999 X Dollar 73,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0419-0000 F Predetermined Amt 1.0000 $25,000.00 Y

DEMONSTRATION PLACEMENT

0419-0200 F Square Yard 65,057.0000 N

STONE MATRIX ASPHALT MIXTURE DESIGN WITH 0 PERCENT RAP, WEARING COURSE, PG 64E-22, LTS ACCEPTANCE

12.5 MM MIX, 2" DEPTH, SRL-E

0460-0001 F4 Square Yard 311,832.0000 N

ASPHALT TACK COAT

0461-0001 F4 Square Yard 17,455.0000 N

ASPHALT PRIME COAT

0491-0013 F3 Square Yard 3,761.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0014 F3 Square Yard 13,811.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 9,425.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

August 12, 2026 09:27:38 AM Page 15 of 384

0501-0020 G, G1, K Square Yard 36.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0601-6732 H Linear Foot 80.0000 N

38" X 60" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 50 YEAR

DESIGN LIFE

0601-7005 H Linear Foot 7.0000 N

12" REINFORCED CONCRETE PIPE, TYPE A, 30' - 1.5' FILL

E 0601-7014 H Linear Foot 2,698.0000 N

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

O 0601-0550 H Linear Foot 2,698.0000 N

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

0601-7016 H Linear Foot 68.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 25' - 1.5' FILL, 100 YEAR DESIGN LIFE

0601-7028 H Linear Foot 105.0000 N

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

0601-7029 H Linear Foot 73.0000 N

24" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE

E 4601-7029 H Linear Foot 377.0000 N Proj 24" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE SIZE AS INDICATED

O 0601-1725 H Linear Foot 377.0000 N

24" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 12 GAGE, 100 YEAR DESIGN

LIFE

0601-7044 H Linear Foot 68.0000 N

30" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE

E 4601-7044 H Linear Foot 395.0000 N Proj 30" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE SIZE AS INDICATED

O 0601-1727 H Linear Foot 395.0000 N

30" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 12 GAGE, 100 YEAR DESIGN

E 0601-7060 H Linear Foot 895.0000 N

36" REINFORCED CONCRETE PIPE, TYPE A, 25' - 1.5' FILL, 100 YEAR DESIGN LIFE

O 0601-9449 H Linear Foot 895.0000 N 36" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE, 100 YEAR DESIGN LIFE

E 0601-7071 H Linear Foot 15.0000 N

48" REINFORCED CONCRETE PIPE, TYPE A, 2' - 1.5' FILL, 100 YEAR DESIGN LIFE

O 0601-9451 H Linear Foot 15.0000 N 48" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE, 100 YEAR DESIGN LIFE

0601-7308 H Linear Foot 22.0000 N

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

August 12, 2026 09:27:38 AM Page 16 of 384

E 0601-7313 H Linear Foot 103.0000 N

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

O 4601-9393 H Linear Foot 103.0000 N Proj 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE SIZE AS INDICATED

O 0601-0400 H Linear Foot 103.0000 N

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

0601-7327 H Linear Foot 132.0000 N

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

E 4601-7327 H Linear Foot 160.0000 N Proj

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

O 4601-9395 H Linear Foot 160.0000 N Proj 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE SIZE AS INDICATED

O 0601-0402 H Linear Foot 160.0000 N

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

E 0601-7328 H Linear Foot 57.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 20' - 1.5' FILL

O 9601-9395 H Linear Foot 57.0000 N Proj 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

O 0601-2845 H Linear Foot 57.0000 N 24" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

0601-7340 H Linear Foot 33.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL

0601-7354 H Linear Foot 13.0000 N

36" REINFORCED CONCRETE PIPE, TYPE B, 10' - 3' FILL

E 0601-7355 H Linear Foot 111.0000 N

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

O 0601-9399 H Linear Foot 111.0000 N 36" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

O 0601-0406 H Linear Foot 111.0000 N

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

E 0601-9393 H Linear Foot 944.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

O 0601-0393 H Linear Foot 944.0000 N

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

O 4601-7313 H Linear Foot 944.0000 N Proj

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

E 0601-9395 H Linear Foot 110.0000 N 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

August 12, 2026 09:27:38 AM Page 17 of 384

O 0601-0395 H Linear Foot 110.0000 N

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

O 0601-7326 H Linear Foot 110.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL

0602-3176 H Linear Foot 44.0000 N

87" X 63" CORRUGATED ALUMINUM ALLOY PIPE ARCH, TYPE II, (3" X 1" CORRUGATIONS), 10 GAGE, 100 YEAR DESIGN

0602-6980 H Linear Foot 102.0000 N

49" X 33" CORRUGATED ALUMINUM ALLOY PIPE ARCH, TYPE II, (2 2/3" X 1/2" CORRUGATIONS), 10 GAGE, 100 YEAR

0604-0398 H Linear Foot 623.0000 N

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

0604-7014 H Linear Foot 2,130.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 15' - 2' FILL, 100 YEAR DESIGN LIFE

E 0604-7027 H Linear Foot 102.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 10' - 2' FILL, 100 YEAR DESIGN LIFE

O 0604-9435 H Linear Foot 102.0000 N

24" PERFORATED CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE, 100 YEAR

E 0604-7041 H Linear Foot 226.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 3' - 2' FILL, 100 YEAR DESIGN LIFE

O 0604-9437 H Linear Foot 226.0000 N

30" PERFORATED CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE, 100 YEAR

0605-2401 K Set 6.0000 N

MANHOLE FRAME AND COVER

0605-2600 K Each 8.0000 N

TYPE D ENDWALL

0605-2620 K Each 11.0000 N

TYPE D-W ENDWALL

0605-2630 K Each 1.0000 N

TYPE E-S ENDWALL

0605-2730 K Set 23.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 9.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2740 K Set 1.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2850 K Each 62.0000 N

August 12, 2026 09:27:38 AM Page 18 of 384

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 2.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' DOUBLE WIDE

0605-2851 K Each 1.0000 N

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

0605-2854 K Each 11.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 4.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-2862 K Each 1.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

0605-2866 K Each 1.0000 N

TYPE 7 INLET BOX, HEIGHT < /= 10'

0605-2878 K Each 1.0000 N

TYPE 10 INLET BOX, HEIGHT < /= 10'

0605-3010 K Each 3.0000 N

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

0605-3021 K Each 2.0000 N

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

0605-5700 K Set 1.0000 N

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

0605-5720 K Set 14.0000 N

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

0605-5721 K Set 34.0000 N

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

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

4609-0006 X Lump Sum 1.0000 N Proj

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A BRICK AND MORTAR

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0609-0011 X Lump Sum 1.0000 N

FIELD LABORATORY

0610-1001 H2 Linear Foot 275.0000 N

6" PIPE UNDERDRAIN, TYPE II BACKFILL

0610-7002 H2 Linear Foot 23,795.0000 N

6" PAVEMENT BASE DRAIN

August 12, 2026 09:27:38 AM Page 19 of 384

0610-7400 H2 Cubic Yard 5.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 3,159.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 28.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 58.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-1201 H Each 1.0000 N

CONCRETE END SECTIONS FOR 15" PIPE

E 0616-1202 H Each 5.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0616-0009 H Each 5.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 18" PIPE

O 0616-1252 H Each 5.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

0616-1204 H Each 3.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

E 4616-1204 H Each 4.0000 N Proj

CONCRETE END SECTIONS FOR 24" PIPE SIZE AS INDICATED

O 0616-0011 H Each 4.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 24" PIPE

O 0616-1254 H Each 4.0000 N

THERMOPLASTIC END SECTION FOR 24" PIPE

0616-1206 H Each 1.0000 N

CONCRETE END SECTIONS FOR 30" PIPE

E 4616-1206 H Each 1.0000 N Proj

CONCRETE END SECTIONS FOR 30" PIPE SIZE AS INDICATED

O 0616-0701 H Each 1.0000 N

ALUMINUM ALLOY END SECTIONS, 14 GAGE, FOR 30" PIPE

E 0616-1208 H Each 2.0000 N

CONCRETE END SECTIONS FOR 36" PIPE

O 0616-0015 H Each 2.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 36" PIPE

O 0616-1258 H Each 2.0000 N

THERMOPLASTIC END SECTION FOR 36" PIPE

0619-0459 J1, J3 Each 3.0000 N

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

August 12, 2026 09:27:38 AM Page 20 of 384

0619-0703 J1, J3 Each 1.0000 N

QUADGUARD M WIDE, TEST LEVEL 3

0620-0400 J Each 4.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 13,500.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 10,088.0000 N

TYPE 31-S GUIDE RAIL

0620-1670 J Each 1.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 9.0000 N

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

0620-2011 J Each 6.0000 N

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

0623-0275 J1 Linear Foot 8,760.0000 N

REMOVAL OF EXISTING CONCRETE MEDIAN BARRIER

4623-0303 J1 Linear Foot 6,153.0000 N Proj

CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT , PRECAST

0623-0402 J1 Linear Foot 132.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT, WITH FILL

0623-0412 J1 Linear Foot 216.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT, WITHOUT FILL

0623-0424 J1 Each 2.0000 N

MOMENT SLAB WITH BARRIER AND TRANSITION, AT-GRADE, FOR SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42"

HEIGHT

0623-0432 J1 Each 1.0000 N

END TRANSITION, SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT

0623-0624 J1 Each 4.0000 N

TRANSITION, CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT TO SPLIT CONCRETE MEDIAN BRIDGE BARRIER, F-

SHAPE, 50" HEIGHT, CAST-IN-PLACE, 60'-0" LENGTH

0624-0001 J2 Linear Foot 17,104.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0300 J2 Each 44.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0400 J2 Each 56.0000 N

CORNER POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0500 J2 Each 15.0000 N

PULL POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

August 12, 2026 09:27:38 AM Page 21 of 384

0624-0600 J2 Each 1,614.0000 N

LINE POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0725 J2 Each 6.0000 N

VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 15-FOOT OPENING

0626-0001 M2 Cubic Yard 35.0000 N

GABIONS, TYPE A

0627-3019 J1 Linear Foot 18,121.0000 N

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

0628-3019 J1 Linear Foot 2,600.0000 N

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

0630-0021 K Linear Foot 55.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0041 K Linear Foot 6,226.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 90.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

0643-0020 J1 Linear Foot 2,111.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 50" HEIGHT

0660-0005 F3 Linear Foot 32,925.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0676-0001 K Square Yard 1,812.0000 N

CEMENT CONCRETE SIDEWALK

4676-0001 K Square Yard 256.0000 N Proj

CEMENT CONCRETE SIDEWALK , ADA COMPLIANT CURB RAMP

0676-0004 K Square Yard 26.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0677-0001 C1, E Cubic Yard 26.0000 N

SELECTED MATERIAL SURFACING

4686-0010 X Lump Sum 1.0000 N Proj

CONSTRUCTION SURVEYING, TYPE A STAKEOUT FOR UTILTY COMPANY RELOCATION WORK

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0686-0070 X Each 2.0000 N

ADDITIONAL SURVEY GRADE GNSS INSPECTION UNITS

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0003 X Dollar 10,000.0000 $1.00 Y

August 12, 2026 09:27:38 AM Page 22 of 384

FORMAL FACILITATION

E 0695-0002 K Square Foot 352.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 352.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0004 K Square Foot 352.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0639 J1 Each 5.0000 N

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

0697-0639 J1 Each 5.0000 N

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

0703-0020 C1, H Cubic Yard 384.0000 N

NO. 1 COARSE AGGREGATE

0703-0024 C1, H Cubic Yard 128.0000 N

NO. 2A COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 506.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 13,815.0000 N

TOPSOIL FURNISHED AND PLACED

4802-0001 C1, M Cubic Yard 26,326.0000 N Proj

TOPSOIL FURNISHED AND PLACED , 6" DEPTH

0802-0003 C1, M Square Yard 2,963.0000 N

TOPSOIL FURNISHED AND PLACED

0803-0001 C1, M Cubic Yard 20,110.0000 N

PLACING STOCKPILED TOPSOIL

0804-0033 M3 Pound 236.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

0804-0036 M3 Pound 535.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX

0804-0038 M3 Pound 8,013.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX

0804-0040 M3 Pound 1,004.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA P CONSERVATION MIX

0804-0041 M3 Pound 28.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX

0804-0043 M3 Pound 1,867.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

August 12, 2026 09:27:38 AM Page 23 of 384

0804-0044 M3 Pound 275.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX

0805-0022 M3 Ton 957.0000 N

MULCHING - STRAW

0805-0030 M3 Square Yard 2,963.0000 N

MULCHING - BONDED FIBER MATRIX

0806-0112 M2 Square Yard 4,066.0000 N

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

0806-0113 M2 Square Yard 80,346.0000 N

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

0806-0130 M2 Square Yard 5,257.0000 N

TEMPORARY LONG-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 4

0806-0140 M2 Square Yard 5,574.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0808-3072 M Each 13.0000 N

RED MAPLE - (1 1/2" CAL. B&B)

0808-3731 M Each 14.0000 N

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

4808-6000 M 1000 Gallons 2,039.0000 N Proj

WATERING FOR STREAM RELOCATION

0810-0027 M1 Linear Foot 1,192.0000 N

TREE TRIMMING TO AN UNLIMITED HEIGHT

0811-0003 J2, M Linear Foot 8,114.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 15,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

4845-0001 M2 Dollar 15,000.0000 $1.00 Y Proj

UNFORESEEN WATER POLLUTION CONTROL , STREAM MITIGATION

0849-0010 C1 Each 39.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0021 C1 Square Yard 60.0000 N

ROCK, CLASS R-3

0850-0022 C1 Square Yard 2,080.0000 N

ROCK, CLASS R-4

0850-0031 C1 Cubic Yard 316.0000 N

ROCK, CLASS R-3

0850-0032 C1 Cubic Yard 561.0000 N

ROCK, CLASS R-4

August 12, 2026 09:27:38 AM Page 24 of 384

0850-0033 C1 Cubic Yard 1,098.0000 N

ROCK, CLASS R-5

0850-0034 C1 Cubic Yard 650.0000 N

ROCK, CLASS R-6

0851-0001 C1 Each 2.0000 N

ROCK ENERGY DISSIPATOR

0851-0003 C1 Square Yard 767.0000 N

ROCK APRON

0854-0002 H Each 9.0000 N

TEMPORARY SLOPE PIPE

0855-0003 M2 Each 36.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 36.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0857-0001 K1, S5 Square Yard 1,494.0000 N

CONCRETE BLOCK REVETMENT SYSTEMS

0860-0000 M2 Each 54.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 66.0000 N

INLET FILTER BAG FOR TYPE C INLET

0861-0001 C1 Cubic Yard 1,573.0000 N

CLEANING SEDIMENTATION STRUCTURES

0867-0012 M2 Linear Foot 23,132.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 7,532.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 8,933.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0867-0032 C1, H, M2 Linear Foot 6,241.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

4868-0002 M2 Square Yard 20.0000 N Proj

COMPOST BLANKET, UNSEEDED FOR EMBANKMENT SEDIMENT TRAP SPILLWAY

0868-0003 M2 Linear Foot 892.0000 N

COMPOST FILTER BERM

0870-0001 C1, H Each 3.0000 N

PLYWOOD EXTENSIONS

0871-0001 C1, H Each 9.0000 N

August 12, 2026 09:27:38 AM Page 25 of 384

CONCRETE ANTI-SEEP COLLAR

0873-0001 C1, H Linear Foot 2,260.0000 N

TEMPORARY BAFFLE WALL

0874-0001 C1, H Each 4.0000 N

TEMPORARY RISER PIPE ASSEMBLY

0875-0001 C1, H Each 3.0000 N

CONCRETE OUTLET STRUCTURE

4875-0001 C1, H Each 1.0000 N Proj

CONCRETE OUTLET STRUCTURE D-H INLET BOX

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0203 Q Each 1.0000 N

ARROW PANEL

0901-0231 Q Day 1,460.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 392.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 61,015.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 60,340.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 26,753.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0332 O Linear Foot 206.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 93.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0451 Q Each 6.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

4910-0001 C1, P8 Each 9.0000 N Proj

JUNCTION BOXES J.B.-1 ELECTRICAL SERVICE TO ITS DEVICE

0910-0002 C1, P8 Each 16.0000 N

JUNCTION BOXES J.B.-2

0910-0154 P8 Each 17.0000 N

POLE FOUNDATION, TYPE FC

0910-0156 P8 Each 4.0000 N

POLE FOUNDATION, TYPE FC MODIFIED

August 12, 2026 09:27:38 AM Page 26 of 384

0910-0324 P8 Each 3.0000 N

STEEL LIGHTING POLE WITH 8-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-0328 P8 Each 9.0000 N

STEEL LIGHTING POLE WITH 12-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-0330 P8 Each 11.0000 N

STEEL LIGHTING POLE WITH 15-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-0332 P8 Each 2.0000 N

STEEL LIGHTING POLE WITH 20-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-0333 P8 Each 1.0000 N

STEEL LIGHTING POLE WITH 25-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE A

0910-0344 P8 Each 1.0000 N

STEEL LIGHTING POLE WITH 8-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S

0910-0348 P8 Each 1.0000 N

STEEL LIGHTING POLE WITH 12-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S

0910-0350 P8 Each 3.0000 N

STEEL LIGHTING POLE WITH 15-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S

0910-4111 P8 Linear Foot 2,294.0000 N

AWG 1/0 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4113 P8 Linear Foot 2,384.0000 N

AWG 2 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4114 P8 Linear Foot 7,897.0000 N

AWG 4 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4115 P8 Linear Foot 7,894.0000 N

AWG 6 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 8,995.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 3,933.0000 N

2" DIRECT BURIAL CONDUIT

4910-5055 C1, P8 Linear Foot 2,247.0000 N Proj

2" DIRECT BURIAL CONDUIT , PVC

0910-5175 C1, P8 Linear Foot 194.0000 N

2" EXPOSED CONDUIT

4910-5175 C1, P8 Linear Foot 200.0000 N Proj

2" EXPOSED CONDUIT , RIGID STEEL

0910-5315 C1, P8 Linear Foot 1,746.0000 N

2" LIQUIDTIGHT FLEXIBLE NON-METALLIC CONDUIT

4910-5400 C1, P8 Linear Foot 469.0000 N Proj

CONDUIT SLEEVE , 3" HDPE

August 12, 2026 09:27:38 AM Page 27 of 384

0910-6000 C1, P8 Linear Foot 5,952.0000 N

TRENCH

0910-7020 P8 Each 2.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7025 P8 Lump Sum 1.0000 N

ASSET NUMBERING SYSTEM UPDATE EFFORT

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0930-0004 R Square Foot 1,462.0000 N

POST MOUNTED SIGNS, TYPE A

0930-0101 R Pound 7,213.0000 N

STEEL S OR W BEAM POSTS

0931-0001 R Square Foot 26.0000 N

POST MOUNTED SIGNS, TYPE B

0931-0003 R Square Foot 481.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

4931-0003 R Square Foot 107.0000 N Proj

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST WITH RETROREFLECTIVE PANEL

0932-0001 R Square Foot 204.0000 N

POST MOUNTED SIGNS, TYPE C

0933-0001 R Square Foot 57.0000 N

POST MOUNTED SIGNS, TYPE D

0935-0001 R Square Foot 229.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0001 R Square Foot 1,197.0000 N

STRUCTURE MOUNTED EXTRUDED ALUMINUM CHANNEL SIGNS

0936-0200 R Square Foot 162.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0301 R Each 13.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, YELLOW POST WITH YELLOW SHEETING

0937-0311 R Each 8.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0320 R Each 14.0000 N

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

0937-0323 R Each 9.0000 N

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

0937-0332 R Each 18.0000 N

August 12, 2026 09:27:38 AM Page 28 of 384

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

0937-0334 R Each 10.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0940-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE A

0941-0001 R Each 2.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0948-0670 R1 Lump Sum 1.0000 N

STEEL SIGN STRUCTURE - MONOPIPE

0948-0671 R1 Lump Sum 1.0000 N

0948-0672 R1 Lump Sum 1.0000 N

0948-0673 R1 Lump Sum 1.0000 N

0950-0002 P Dollar 5,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-0150 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM

0951-2145 P Each 1.0000 N

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

0951-2150 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

0951-2160 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 60' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

0951-4014 P Each 3.0000 N

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL

0951-4022 P Each 4.0000 N

PEDESTRIAN STUB POLE, TYPE B

4952-1040 P Each 1.0000 N Proj

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

4952-2000 P Each 1.0000 N Proj

AUXILIARY CABINET WITHOUT FAN , TYPE G

0954-0012 P8 Linear Foot 356.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 1,117.0000 N

3 INCH CONDUIT

August 12, 2026 09:27:38 AM Page 29 of 384

0954-0151 C1, P8 Linear Foot 500.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 14.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0201 P8 Linear Foot 1,809.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 4,494.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 2,194.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 3.0000 N

JUNCTION BOX, JB-27

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0500 C6, P8 Linear Foot 1,218.0000 N

DIRECTIONAL BORING

0955-3208 P Each 12.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 8.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3722 P Each 8.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

4956-0752 P Each 1.0000 N Proj

CCTV FOR SIGNALIZED INTERSECTION , RTMC USE

4956-0771 P Each 1.0000 N Proj

RADAR DETECTION SYSTEM WAVETRONIX

0956-0790 P Each 8.0000 N

ACCESSIBLE PEDESTRIAN SIGNALS

0956-0801 P Each 1.0000 N

OPTICAL PREEMPTION SYSTEM

0958-0041 P, Q Each 1.0000 N

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

0958-0221 P, Q Each 1.0000 N

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

0960-0008 O2 Linear Foot 737.0000 N

8" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 316.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

August 12, 2026 09:27:38 AM Page 30 of 384

0962-1000 O Linear Foot 2,334.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 60.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 1,741.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 26,620.0000 N

PAVEMENT MARKING REMOVAL

0964-0001 O Linear…