PROPOSAL Report - Project 97561

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PROPOSAL REPORT

Project: 97561 Bid

Package: 1

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

Version: Current Addendum

Count: 3

District: 03 County: Columbia

SR/SEC/

Group ID: 80/131/RDWY RECON

Description

I-80 from Creek Road to SR 487

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 71 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) G810A - a00810 MIXTURE ACCEPTANCE AND DENSITY ACCEPTANCE G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment G4401C - a04401 UTILITIES--FOR USE ON PROJECTS WITH MINIMUM OR NO EXCAVATION

MPMS 112359 & 112362

D10502A - a10502 BRIDGE SHOP DRAWINGS (DESIGN-BUILD) N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES D29890C - a29890 SPECIAL BIDDING – DESIGN-BUILD D29895C - a29895 TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM FOR

DESIGN-BUILD PROJECTS

D29899A - a29899 QUALITY PLAN WITH QUALITY ASSURANCE REVIEW BY DEPARTMENT -

LOW BID DESIGN

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

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS I30480B - r030006 6" STRUCTURE FOUNDATION DRAIN (OUTLET PVC PIPE, SCHEDULE 40) ... 116 I33300B - r030007- ASPHALTIC PLUG EXPANSION DAM SYSTEM, 3" DEPTH, ASPHALT

OVERLAY

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S30061A - r0300247 PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES

(SUPERSTRUCTURE SURFACES) (100% SILANE)

N30065B - r0300248 AESTHETIC COATINGS FOR CONCRETE SURFACES(EPOXY RESIN) 00 - r0310001 COMPACTED NO. 2A COARSE AGGREGATE 00 - r0310002 30 MIL IMPERVIOUS MEMBRANE (HDPE) 00 - r0310003 GALVANIZED STEEL SHEET PILES, NZ 38 00 - r0310004 MSE WALL PANELS 00 - r0310005 SPECIFIED BACKFILL S30061A - r03100246 PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES

(SUBSTRUCTURE SURFACES) (100% SILANE)

P680A - r03100680 SPRAY APPLIED LIQUID WATERPROOFING MEMBRANE SYSTEM ON

OTHER SURFACES

I35680G - r0310680 ELASTOMER WATERPROOFING MEMBRANE ON BRIDGE DECKS G30005B - r300005 RECLAIMED ASPHALT PAVEMENT (RAP) INDUSTRY-WIDE COPRODUCT

DETERMINATION

G30020C - r300021 EMERGENCY RESPONSE PROVISIONS G30240D - r300280 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G30180C - r300282 COOPERATION AND COORDINATION OF CONTRACTORS G30250B - r300285 PENNSYLVANIA STATE POLICE CONSTRUCTION ASSISTANCE G30290B - r300290 TRAFFIC SIGNAL REQUIREMENTS G30320B - r300320 POST CONSTRUCTION STORMWATER MANAGEMENT PLANS G30330B - r300330 PERMANENT SIGNS G30335C - r300335 POSITIVE DRAINAGE SURVEY G30433C - r300433 CONSTRUCTION RESTRICTIONS S30015C - s0304040 SECTION 404 - EVALUATION OF ASPHALT PAVEMENT RIDE QUALITY

AND PAYMENT OF INCENTIVE

S30040F - s0304130 SECTION 413.3(a) Preplacement Requirements. 1. Paving Operation QC Plan

S30043C - s0304131 SECTION 413.3(g)3 Paving Notches S30045D - s0304132 SECTION 413.3(k) Joints. 1. Longitudinal Joints. 1.a General S30035F - s0304133 SECTION 413.3(k) Joints. 3.Other Joints S30046B - s0304134 SECTION 413.3(h)1.a Placing S30047A - s0304135 SECTION 413.3(k)4 S30048A - s0304136 Section 413.3(j)4. Pavement Cores S30055C - s0304910 SECTION 491 MILLING OF BITUMINOUS PAVEMENT SURFACE S30060C - s0305150 SECTION 515 SAWING AND SEALING OF BITUMINOUS OVERLAYS S30070D - s0306010 SECTION 601 PIPE CULVERTS S30073C - s0306011 SECTION 601.3(c) LAYING PIPE S30090A - s0306240 SECTION 624 - RIGHT-OF-WAY FENCE S30093E - s0306270 SECTION 627 TEMPORARY BARRIER S30094E - s0306280 SECTION 628 RESET TEMPORARY BARRIER S30096E - s0306300 SECTION 630 PLAIN CEMENT CONCRETE CURB

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S30106D - s0306330 SECTION 633 PLAIN CONCRETE MOUNTABLE CURB S30660A - s0306600 Section 660 - Rumble Strips S30931A - s0309311 SECTION 931 POST MOUNTED SIGNS, TYPE B S30932A - s0309321 SECTION 932 POST MOUNTED SIGNS, TYPE C S30934A - s0309341 SECTION 934 POST MOUNTED SIGNS, TYPE E S30935A - s0309351 SECTION 935 POST MOUNTED SIGNS, TYPE F S30936A - s0309361 SECTION 936 STRUCTURE MOUNTED SIGNS S30110F - s0309520 SECTION 952 CONTROLLER ASSEMBLY S30117E - s0309620 SECTION 962 WATERBORNE PAVEMENT MARKINGS S30963A - s0309630 SECTION 963 PAVEMENT MARKING REMOVAL S30127E - s0309650 SECTION 965 PREFORMED THERMOPLASTIC PAVEMENT MARKINGS S30971A - s0309711 SECTION 971 REMOVE POST MOUNTED SIGNS, TYPE B S30972A - s0309721 SECTION 972 REMOVE POST MOUNTED SIGNS, TYPE C S30128E - s0310011 SECTION 1001 CEMENT CONCRETE STRUCTURES S30170G - s0311090 SECTION 1109 GUIDE RAIL AND METAL MEDIAN BARRIER S30175E - s0311091 SECTION 1109.04(b) WOOD OFFSET BRACKETS I30010C - t0302010 ITEM 0201-0001/0002 - CLEARING AND GRUBBING I30040E - t0302050 ITEM 0205-0363-0368 - SELECTED BORROW EXCAVATION ROCK, CLASS R-3/4/5/6/8

I30140B - t0305150 ITEM 4515-0001 - SAWING AND SEALING OF ASPHALT OVERLAYS

(ADJACENT TO BRIDGE DECKS)

00 - t03060526 ITEM 4605-2600 - TYPE D ENDWALL (27" X 42" ELLIPTICAL PIPE) 00 - t0306052620 ITEM 4605-2620 TYPE D-W ENDWALL (FOR 30" PIPE) 00 - t03060528 ITEM 4605-2884 TYPE D-H INLET BOX, HEIGHT > 20' AND < /= 30' (DOGHOUSE

INLET BOX)

00 - t0306060150 ITEM 4606-0150 GRADE ADJUSTMENT OF EXISTING MANHOLES (SANITARY

SEWER)

00 - t03060702 ITEM 4607-0200 REBUILT MANHOLE (SANITARY SEWER) I6091L - t030609009 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - t030623043 ITEM 4623-0431 – END TRANSITION, SF CONC BARRIER, F-SHAPE, 42"

HEIGHT, ETC

00 - t03085601 ITEM 4856-0001 REMOVAL SEDIMENT AND ROCK BARRIER (INCLUDING

COMPOST)

00 - t03086001 ITEM 4860-0010 CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M

INLET(WITH COMPOST)

00 - t03087501 ITEM 4875-0001 CONCRETE OUTLET STRUCTURE (ADDITIONAL BOX SIZES)... 167 I30310D - t0309010 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

I30310D - t03090102 ITEM 0901-0002 - MAINTENANCE AND PROTECTION OF TRAFFIC

DURING CONSTRUCTION

00 - t0309014 ITEM 4901-0250 - 0255 TEMPORARY HIGHWAY LIGHTING 00 - t0309100 ITEM 4910-0002 - JUNCTION BOXES, J.B. - 2 (WITH SUBGRADE DRAIN)

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I30410C - t0309300 ITEM 4930-0004 - POST MOUNTED SIGNS, TYPE A (INCLUDES MATERIAL

RESTRICTION)

I30430C - t0309340 ITEM 4934-0002 - POST MOUNTED SIGNS, TYPE E (INCLUDES MATERIAL

RESTRICTION)

I30450A - t0309350 ITEM 4935-0001 - POST MOUNTED SIGNS, TYPE F, ETC 00 - t030948060 ITEM 4948-0600 STEEL SIGN STRUCTURE – CENTERMOUNT (S-42893) 00 - t03095404 ITEM 4954-0403 - ELECTRICAL SERVICE, TYPE C (WITH DUAL DISCONNECT

BEHIND SINGLE METER)

00 - t03095405 ITEM 4954-0500 DIRECTIONAL BORE (INCLUDES 4 INCH HDPE CONDUIT) 00 - t03095607 ITEM 4956-0709-0711 VIDEO DETECTION SYSTEM (THERMAL) 00 - t03095800 ITEM 4958-0041 TEMP TRAFFIC CONTROL SIGNALS ON FIXED

SUPPORTS,ETC (CENTRAL ROAD STAGE 5A)

00 - t030958022 ITEM 4958-0221 TEMPORARY TRAFFIC CONTROL SIGNAL ON FIXED

SUPPORTS, RESET (ETC)

00 - t030958028 ITEM 4958-0281 TEMP TIMING ADJUSTMENTS TO EXISTING PERMANENT

TRAFFIC SIGNAL CONTROLLER

00 - t030958028 ITEM 4958-0282 TEMP TIMING ADJUSTMENTS TO EXISTING PERMANENT

TRAFFIC SIGNAL CONTROLLER

00 - t03095803 ITEM 4958-0361 TEMPORARY MODIFICATIONS TO EXISTING PERMANENT

TRAFFIC SIGNAL

I30530G - t03101801 ITEM 1018-0001/0002 - REMOVAL OF EXISTING BRIDGE I30570G - t03101850 ITEM 1018-0050/0051 - REMOVAL OF PORTION OF EXISTING BRIDGE I30590F - t03101852 ITEM 1018-0052 - REMOVAL OF PORTION OF EXISTING BRIDGE I30570G - t03101853 ITEM 1018-0053 - REMOVAL OF PORTION OF EXISTING BRIDGE I30590F - t03101854 ITEM 1018-0054 - REMOVAL OF PORTION OF EXISTING BRIDGE I30595A - t0310190 ITEM 5019-0040 - PROTECTIVE COATING FOR REINFORCED CONCRETE

SURFACES (SUBSTRUCTURE) ETC

I30596A - t0310191 ITEM 5019-0050 - PROTECTIVE COATING FOR REINFORCED

CONCRETESURFACES(SUPERSTRUCTURE) ETC

I31040B - t0310401 ITEM 5040-0002 CONCRETE BRIDGE DECK REPAIR, TYPE 2 (POLYESTER

POLYMER CONCRETE)

I31160Q - t0310460 ITEM 5046-0015 - EPOXY OVERLAY (BAUXITE, 3 LAYERS) 00 - t031202001 ITEM 5202-0001 – ATMS ITS DEVICE INTEGRATION (FOR CMS DISPLAY) I19992A - t03199999 ITEM 1999-9999 - TRAINEES I80041A - t03803001 ITEM 8030-0010 - BRIDGE STRUCTURE, AS DESIGNED, S-42167 (EB) &

S-42168 (WB)

00 - t03803002 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-42167 (EB) & S-42168 (WB)

I30201G - t03864101 ITEM 8641-0001 MECHANICALLY STABILIZED ABUTMENT OR WINGWALL, AS DESIGNED S-42167P & 42168P

00 - t03864102 - PART B - SPECIAL DRAWINGSAND SPECIAL DESIGN REQUIREMENTS, S-42167P & S-42168P

00 - t03870001 ITEM 8700-0001 - RETAINING WALL, AS-DESIGNED, S-43205

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00 - t0388000 ITEM 8800-0001 SCOTT TOWNSHIP AUTHORITY FORCE MAIN SEWER

RELOCATION

00 - t0388002 ITEM 8800-0002: SCOTT TOWNSHIP AUTHORITY LATERAL SEWER

RELOCATION

00 - t0390001 ITEM 9000-0001 REPAIR DETERIORATED CULVERT JOINTS 00 - t0390002 ITEM 9000-0002 - CLASS 3 OVER-EXCAVATION AND BACKFILL WITH COARSE

AGGREGATE

00 - t0390003 ITEM 9000-0003 – TEMPORARY BEAM 00 - t0390004 ITEM 9000-0004 – SETTLEMENT MONITORING I31731A - t0390006 ITEM 9000-0006 - SELF-CONSOLIDATING CEMENT CONCRETE 00 - t0390007 ITEM 9000-0007/0008 SUBGRADE IMPROVEMENT/TREATMENT - CEMENT I31739A - t0390009 ITEM 9000-0009 - MILLING AND PAVING OF EXISTING RUMBLE STRIPS I30830F - t0390010 ITEM 9000-0010 - PAVED DRIVES 00 - t0390011 ITEM 9000-0011 - REMOVAL OF EXISTING LIGHTING EQUIPMENT 00 - t0390015 ITEM 9000-0015 - SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, ETC

00 - t0390016 ITEM 9000-0016 – MILLING OF ASPHALT PAVEMENT SURFACE, 2 ¾”DEPTH, RETAINED BY CONTRACTOR

00 - t0390017 ITEM 9000-0017 – LOCATE AND REMOVE EXISTING PAVEMENT BASE DRAIN I66A - t0390020 ITEM 9000-0020 VOID REDUCING ASPHALT MEMBRANE, 18-INCH WIDTH 00 - t0390025 ITEM 9000-0025 – EMERGENCY PATCHING 00 - t0390030 ITEM 9000-0030 SELECTIVE TREE REMOVAL (INCLUDES SEEDING AND

MULCH)

00 - t0390031 ITEM 9000-0031 – TREE REMOVAL AND TRIMMING 00 - t0390040 ITEM 9000-0040-0042 THRIE-BEAM GUIDE RAIL TO EXISTING X" F-SHAPE

BRIDGE BARRIER, ETC

00 - t0390043 ITEM 9000-0043 - TRANSITION, CONCRETE MEDIAN BARRIER TO GUIDE RAIL

DOUBLE FACE

00 - t0390051 ITEM 9000-0051-0053 – X” REINFORCED CONCRETE PIPE, JACKED WITH X”

STEEL CASING PIPE

00 - t0390054 ITEM 9000-0054 - TEMPORARY INLET CAP 00 - t0390055 ITEM 9000-0055 PERMANENT INLET CAP 00 - t0390056 - ITEM 9000-0056 - TEMPORARY PIPE COLLAR 00 - t0390057 ITEM 9000-0057-0059 PERMANENT 18/36/48" CONCRETE PIPE COLLAR 00 - t0390060 ITEM 9000-0060 SLIP LINING 00 - t0390061 ITEM 9000-0061 – TEMPORARY PIPE CAP 00 - t0390062 ITEM 9000-0062 PERMANENT PIPE CAP 00 - t0390064 ITEM 9000-0064 CONCRETE MEDIAN BARRIER, SINGLE SLOPE, 52” HEIGHT 00 - t0390070 ITEM 9000-0070 – PERMANENT ACCESS ROAD 00 - t0390080 ITEM 9000-0080 CRUSHED CONCRETE AGGREGATE 00 - t039010 ITEM 9000-0100 PREDRILLED H-PILE WITH ROCK SOCKET 00 - t0390101 ITEM 9000-0101 - REMOVAL OF EXISTING PILES 00 - t0390150 ITEM 9000-0150 – WASTE MANAGEMENT – SOILS

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I33015D - t0390300 ITEM 9000-0300 - JACKING BRIDGE SUPERSTRUCTURE I31045D - t0390304 ITEM 9000-0304/0306ADHESIVE ANCHOR, NO. 4/6 BAR I31005A - t0390325 ITEM 9000-0325 PRECOMPRESSED HYBRID JOINT SEALING MATERIAL I31037B - t0390352 ITEM 9000-0352 FRP REPAIR OF CONCRETE SURFACES 00 - t0390500 ITEM 9000-0500 REMOVE AND RESET DOWNSPOUT I35680G - t0390680 ITEM 9000-0680 ELASTOMER WATERPROOFING MEMBRANE ON BRIDGE

DECKS

00 - t0390901/902 ITEM 9000-0901/0902 – LED LUMINAIRE, 15000/17000 LUMENS, TYPE

T2UCOBRAHEAD ON POLE

00 - t0390903 ITEM 9000-0903-0905 LED LUMINAIRE, XXX LUMENS, TYPE T4WCOBRAHEAD

ON POLE

00 - t0390907 ITEM 9000-0907 – POWER SERVICES FOR LIGHTING I36911B - t0390911 ITEM 9000-0911 INCIDENT MANAGEMENT PLAN 00 - t0390950 ITEM 9000-0950-0952 TRAFFIC SIGNAL SUPPORT, X' MAST ARMS WITH

LUMINAIRE ARM, ETC

00 - t0391002 ITEM 9000-1002 ADVANCED QUEUE DETECTION SYSTEM 00 - t0391003 ITEM 9000-1003 RESET GUIDE RAIL PANEL OVERLAPS 00 - t0391004 ITEM 9000-1004 VIDEO LOG OF DETOUR ROUTES 00 - t0391005 ITEM 9000-1005 REPAIR OF DETOUR ROUTES 00 - t0391007 ITEM 9000-1007 VARIABLE SPEED LIMIT SIGN (TRAILER MOUNTED) 00 - t0391008 ITEM 9000-1008 VERTICAL BLADES/ANTI GLARE SCREEN ON TEMPORARY

BARRIER

00 - t0391010 ITEM 9000-1010-1016 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

WINTER SHUTDOWN FOR SR 80

00 - t0391020 ITEM 9000-1020 – TRANSFORMER ASSEMBLY 00 - t0391021 ITEM 9000-1021 – FIELD ETHERNET SWITCH 00 - t0391022 ITEM 9000-1022 TEMPORARY SUPPORT OF SUPERSTRUCTURE 00 - t0391101 ITEM 9000-1101/1102 TEMPORARY PUMP BYPASS SYSTEM, ETC 00 - t0391103 ITEM 9000-1103/1104 - WEIGHTED SEDIMENT FILTER TUBE, 9.5/12” DIAMETER .. 272 00 - t0391105 ITEM 9000-1105 AMENDED SOIL MIX 00 - t0391106 ITEM 9000-1106 CLEANOUT MARKER 00 - t0391107 ITEM 9000-1107 – FLEXAMAT 00 - t0391108 ITEM 9000-1108 – COMPOST WITH MULCH CONTROL NETTING I63A - t0391201 ITEM 9000-1201– RECESSED WET-REFLECTIVE TAPE PAVEMENT MARKINGS . 275 00 - t0391202 ITEM 9000-1202 – 6" BLACK WATERBORNE PAVEMENT MARKINGS 00 - t0391203 ITEM 9000-1203/1204 DESIGN STEEL SIGN STRUCTURE - CANTILEVER 00 - t0391205 ITEM 9000-1205/1206 CONSTRUCT STEEL SIGN STRUCTURE - CANTILEVER 00 - t0391207 ITEM 9000-1207 - REMOVE AND RESET HISTORICAL MARKER I30610B - t0391339 ITEM 9000-1339 - SCARIFICATION TO REMOVE EXISTING EPOXY

OVERLAY

I30630G - t0393091 ITEM 9000-3091 - REPAIR DETERIORATED CONCRETE (SELF-

CONSOLIDATING CEMENT CONCRETE)

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00 - t0393360 ITEM 9000-3360 - ASPHALT FIBER REINFORCED STRESS ABSORBING

MEMBRANE INTERLAYER (SAMI)

I68C - t0395101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - t0395103 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

I46A - t0396100 ITEM 9000-6100 - A+Bx PROJECT COMPLETION I10421B - t0397150 ITEM 9000-7150 - MEASUREMENT OF VERTICAL CLEARANCES I2032A - t3920301 ITEM 9203-0101 TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

I2032A - t39203202 ITEM 9203-0102 TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

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BID PACKAGE SUMMARY

Project: 97561 Bid Package: 1

Project Type: Standard Posted: 07/06/2026

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

Prequalification Required: Yes Pre-Bid Meeting: Mandatory

408 Version: 2026-IE

Scheduled Let: 08/27/2026 11:00:00 AM Project Cost Range: $100,000,000.00 - $124,999,999.99 Anticipated NTP: 10/13/2026 Structure Work: 10.00%

Required Completion: 06/27/2034 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project are as follows: This work is for reconstruction, milling and overlay including Superpave Asphalt Mixture WMA wearing and scratch course, Stone Matrix Asphalt Mixture WMA wearing course RPS, pavement markings, rumble strips, structure preservation/replacement, construction of sheet pile wall, bridge removal, drainage replacement, stormwater management facilities, selective removal of noxious and invasive species, highway lighting, and traffic signals, right-of-way fence replacement, lighting, and other miscellaneous construction within an overall length of 4.986 miles, as indicated on the approved drawings included in the bid package for STATE ROUTE 80, SECTION 131, in COLUMBIA COUNTY HEMLOCK TOWNSHIP from approximately 9.0 miles EAST of Danville at segment 0210 offset 0591 to approximately 5.0 miles WEST of Mifflinville at segment 2410 offset 1795. And SR 487, Sec 103 involves the removal of the SR 487 bridge over an abandoned railroad, reconstruction over the abandoned railroad, mill and overlay, guide rail, drainage ditches, signing and pavement markings as indicated on the approved drawings included in the bid package for STATE ROUTE 487, SECTION 103, in COLUMBIA COUNTY, SCOTT TOWNSHIP from approximately 2.3 miles SOUTHEAST of Bloomsburg at segment 0280 offset 28 to approximately 0.6 miles NORTHWEST of Lightstreet at segment 0340 offset 1971.

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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ADDENDA

Addendum: 1

Project Cost Range: 100,000,000.00 - 124,999,999.99

DBE: 0.00%

Structure Work: 10.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: HIGHWAY RECONSTRUCTION Prequalification Required: Yes

Pre-Bid Meeting: Mandatory 408 Version: 2026-IE

Actual Let: 08/27/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 10/13/2026

Required Completion: 06/27/2034

Description:

The description and location of the project are as follows: This work is for reconstruction, milling and overlay including Superpave Asphalt Mixture WMA wearing and scratch course, Stone Matrix Asphalt Mixture WMA wearing course RPS, pavement markings, rumble strips, structure preservation/replacement, construction of sheet pile wall, bridge removal, drainage replacement, stormwater management facilities, selective removal of noxious and invasive species, highway lighting, and traffic signals, right-of-way fence replacement, lighting, and other miscellaneous construction within an overall length of 4.986 miles, as indicated on the approved drawings included in the bid package for STATE ROUTE 80, SECTION 131, in COLUMBIA COUNTY HEMLOCK TOWNSHIP from approximately 9.0 miles EAST of Danville at segment 0210 offset 0591 to approximately 5.0 miles WEST of Mifflinville at segment 2410 offset 1795. And SR 487, Sec 103 involves the removal of the SR 487 bridge over an abandoned railroad, reconstruction over the abandoned railroad, mill and overlay, guide rail, drainage ditches, signing and pavement markings as indicated on the approved drawings included in the bid package for STATE ROUTE 487, SECTION 103, in COLUMBIA COUNTY, SCOTT TOWNSHIP from approximately 2.3 miles SOUTHEAST of Bloomsburg at segment 0280 offset 28 to approximately 0.6 miles NORTHWEST of Lightstreet at segment 0340 offset 1971.

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.

Item and Quantity:

Special Provision:

MODIFIED a00169 CHANGES TO SPECIFICATIONS: SECTION 419 MODIFIED a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704

Other:

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Addendum: 2

DBE: 0.00%

Structure Work: 10.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: HIGHWAY RECONSTRUCTION Prequalification Required: Yes

Pre-Bid Meeting: Mandatory 408 Version: 2026-IE

Actual Let: 08/27/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 10/13/2026

Required Completion: 06/27/2034

Description:

The description and location of the project are as follows: This work is for reconstruction, milling and overlay including Superpave Asphalt Mixture WMA wearing and scratch course, Stone Matrix Asphalt Mixture WMA wearing course RPS, pavement markings, rumble strips, structure preservation/replacement, construction of sheet pile wall, bridge removal, drainage replacement, stormwater management facilities, selective removal of noxious and invasive species, highway lighting, and traffic signals, right-of-way fence replacement, lighting, and other miscellaneous construction within an overall length of 4.986 miles, as indicated on the approved drawings included in the bid package for STATE ROUTE 80, SECTION 131, in COLUMBIA COUNTY HEMLOCK TOWNSHIP from approximately 9.0 miles EAST of Danville at segment 0210 offset 0591 to approximately 5.0 miles WEST of Mifflinville at segment 2410 offset 1795. And SR 487, Sec 103 involves the removal of the SR 487 bridge over an abandoned railroad, reconstruction over the abandoned railroad, mill and overlay, guide rail, drainage ditches, signing and pavement markings as indicated on the approved drawings included in the bid package for STATE ROUTE 487, SECTION 103, in COLUMBIA COUNTY, SCOTT TOWNSHIP from approximately 2.3 miles SOUTHEAST of Bloomsburg at segment 0280 offset 28 to approximately 0.6 miles NORTHWEST of Lightstreet at segment 0340 offset 1971.

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

REVISED C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704

Other:

MODIFIED Roadway Plan - MPMS 97561 SR 80-131 sheets 386, 389, 404, 405, AND 407 OF 415.

MODIFIED Erosion and Sediment Pollution Control Plan - MPMS 97561 SR 80-131 Sheet 27 OF 299.

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Addendum: 3

DBE: 0.00%

Structure Work: 10.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: HIGHWAY RECONSTRUCTION Prequalification Required: Yes

Pre-Bid Meeting: Mandatory 408 Version: 2026-IE

Actual Let: 08/27/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 10/13/2026

Required Completion: 06/27/2034

Description:

The description and location of the project are as follows: This work is for reconstruction, milling and overlay including Superpave Asphalt Mixture WMA wearing and scratch course, Stone Matrix Asphalt Mixture WMA wearing course RPS, pavement markings, rumble strips, structure preservation/replacement, construction of sheet pile wall, bridge removal, drainage replacement, stormwater management facilities, selective removal of noxious and invasive species, highway lighting, and traffic signals, right-of-way fence replacement, lighting, and other miscellaneous construction within an overall length of 4.986 miles, as indicated on the approved drawings included in the bid package for STATE ROUTE 80, SECTION 131, in COLUMBIA COUNTY HEMLOCK TOWNSHIP from approximately 9.0 miles EAST of Danville at segment 0210 offset 0591 to approximately 5.0 miles WEST of Mifflinville at segment 2410 offset 1795. And SR 487, Sec 103 involves the removal of the SR 487 bridge over an abandoned railroad, reconstruction over the abandoned railroad, mill and overlay, guide rail, drainage ditches, signing and pavement markings as indicated on the approved drawings included in the bid package for STATE ROUTE 487, SECTION 103, in COLUMBIA COUNTY, SCOTT TOWNSHIP from approximately 2.3 miles SOUTHEAST of Bloomsburg at segment 0280 offset 28 to approximately 0.6 miles NORTHWEST of Lightstreet at segment 0340 offset 1971.

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

Other:

ADDED Project Specific - Mandatory Pre-Bid Meeting Agenda ADDED Project Specific - Mandatory Pre-Bid Meeting Attendee List ADDED Project Specific - Mandatory Pre-Bid Meeting Presentation ADDED Project Specific - Mandatory Pre-Bid Meeting Recording Link ADDED Pavement History from RMS - Shoulder Pavement History MODIFIED - ECMTS Report - (Auto ECMTS)

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July 28, 2026 14:35:04 PM Page 15 of 299

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 Std

CLEARING AND GRUBBING

0201-0002 A Lump Sum 1.0000 N Std

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 219,159.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 66,678.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 14,684.0000 N

CLASS 2 EXCAVATION

0204-0100 C1, S1, T1 Cubic Yard 23.0000 N

CLASS 3 EXCAVATION

0204-0150 C1, H, S Cubic Yard 9.0000 N

CLASS 4 EXCAVATION

0205-0363 C1 Ton 10,534.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0364 C1 Ton 31,859.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0365 C1 Ton 182.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-5

0205-0366 C1 Ton 169.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-6

0205-0368 C1 Ton 436.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-8

0205-0381 C1 Ton 5,047.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0385 C1 Ton 10.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0212-0014 C3, H, M2 Square Yard 45,650.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 244,514.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0220-0010 K1 Cubic Yard 88.0000 N

FLOWABLE BACKFILL, TYPE B

July 28, 2026 14:35:04 PM Page 16 of 299

0220-0020 K1 Cubic Yard 592.0000 N

FLOWABLE BACKFILL, TYPE C

0221-0006 C3, M2 Square Yard 5,799.0000 N

GEOGRIDS, CLASS 2, TYPE B

0222-0012 C3 Square Yard 2,754.0000 N

GEOCELL LOAD DISTRIBUTION MAT TYPE A, 6" DEPTH, TEXTURED WALLS/PERFORATED

0223-0002 M2 Square Foot 16,903.0000 N

GEOSYNTHETIC REINFORCED SOIL SLOPE, TYPE B

0313-0337 E Ton 3,406.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX

0313-0437 E Ton 3,310.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX

0313-0537 E Ton 39,915.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX

0313-0637 E Ton 24,920.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX

0313-0737 E Ton 52,380.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX

0314-0108 E Ton 58,365.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX

0316-0337 E, F1 Ton 21.0000 N

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

MIX

0316-0437 E, F1 Ton 145.0000 N

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

MM MIX

0316-0637 E, F1 Ton 2.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0

MM MIX

0350-0105 C, E Square Yard 4,265.0000 N

SUBBASE 5" DEPTH (NO. 2A)

0350-0111 C, E Square Yard 14,649.0000 N

SUBBASE 11" DEPTH (NO. 2A)

0350-0112 C, E Square Yard 47,477.0000 N

SUBBASE 12" DEPTH (NO. 2A)

0350-0121 C, E Ton 144,267.0000 N

SUBBASE (NO. 2A)

0404-0012 X Dollar 1,600.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

July 28, 2026 14:35:04 PM Page 17 of 299

0410-0531 F Ton 12.0000 N

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

0413-0203 F Ton 519.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, SRL-G

0413-0255 F Ton 2,117.0000 N

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

0413-0256 F Ton 32.0000 N

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

0413-0307 F Ton 22,431.0000 N

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

0413-0438 F Ton 9,383.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, SRL-

0413-0499 F Ton 2,596.0000 N

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

0413-1024 F Ton 1,977.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-6047 F Ton 3,157.0000 N

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

0413-6057 F Ton 9,720.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX

0413-6079 F Ton 13,846.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX

0413-6089 F Ton 17,579.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, >/= 30 MILLION ESALS, 19.0 MM MIX

0413-9999 X Dollar 1,170,906.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0419-0224 F Ton 12,260.0000 N

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

9.5 MM MIX, SRL-E

0460-0003 F4 Square Yard 484,843.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0460-0004 F4 Gallon 68,224.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0002 F4 Gallon 33,140.0000 N

ASPHALT PRIME COAT

July 28, 2026 14:35:04 PM Page 18 of 299

0491-0011 F3 Square Yard 30.0000 N

MILLING OF ASPHALT PAVEMENT SURFACE, 1" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0012 F3 Square Yard 73,420.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0014 F3 Square Yard 11,147.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 3,376.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0021 F3 Square Yard 22,901.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/4" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0492-0030 F3 Square Yard 98,400.0000 N

PROFILE MILLING, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 73.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

4515-0001 G1, G4 Linear Foot 190.0000 N Std

SAWING AND SEALING OF ASPHALT OVERLAYS (ADJACENT TO BRIDGE DECKS)

0601-0351 H Linear Foot 63.0000 N

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

0601-0353 H Linear Foot 5,305.0000 N

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

0601-0355 H Linear Foot 281.0000 N

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

0601-0383 H Linear Foot 47.0000 N

48" THERMOPLASTIC PIPE, GROUP IV, 7'-2.5' FILL

0601-0453 H Linear Foot 436.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL, SHORE/TRENCH BOX

0601-0455 H Linear Foot 1,548.0000 N

24" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL, SHORE/TRENCH BOX

0601-0457 H Linear Foot 1,435.0000 N

30" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL, SHORE/TRENCH BOX

0601-4005 H Linear Foot 4.0000 N 24" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH BOX

0601-6422 H Linear Foot 77.0000 N

27" X 42" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 7' - 3', 100 YEAR

DESIGN LIFE

0601-7014 H Linear Foot 884.0000 N

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

July 28, 2026 14:35:04 PM Page 19 of 299

0601-7028 H Linear Foot 350.0000 N

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

0601-7058 H Linear Foot 86.0000 N

36" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, 100 YEAR DESIGN LIFE

0601-7184 H Linear Foot 1,469.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE (WITH RESILIENCY MEASURES)

0601-7313 H Linear Foot 1,636.0000 N

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

0601-7328 H Linear Foot 95.0000 N

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

0601-7341 H Linear Foot 37.0000 N

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

0601-7355 H Linear Foot 26.0000 N

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

0601-7411 H Linear Foot 207.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

RESILIENCY MEASURES)

0601-7511 H Linear Foot 181.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7517 H Linear Foot 96.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7538 H Linear Foot 139.0000 N 36" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7710 H Linear Foot 714.0000 N

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

0601-7718 H Linear Foot 496.0000 N

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

0601-7737 H Linear Foot 85.0000 N

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

0601-7747 H Linear Foot 106.0000 N

48" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL, SHORE/TRENCH BOX

0601-9003 H Linear Foot 1,261.0000 N 18" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0601-9005 H Linear Foot 57.0000 N 24" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0604-0353 H Linear Foot 162.0000 N

18" PERFORATED THERMOPLASTIC PIPE, GROUP IIIP, 8'-2' FILL

0605-2401 K Set 27.0000 N

MANHOLE FRAME AND COVER

July 28, 2026 14:35:04 PM Page 20 of 299

4605-2600 K Each 1.0000 N Proj

TYPE D ENDWALL (27" X 42" ELLIPTICAL PIPE)

4605-2620 K Each 2.0000 N Proj

TYPE D-W ENDWALL (FOR 30" PIPE)

0605-2640 K Each 11.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2642 K Each 3.0000 N

TYPE D ENDWALL FOR 24" PIPE

0605-2644 K Each 4.0000 N

TYPE D ENDWALL FOR 30" PIPE

0605-2676 K Each 2.0000 N

TYPE D-W ENDWALL FOR 36" PIPE

0605-2678 K Each 2.0000 N

TYPE D-W ENDWALL FOR 48" PIPE

0605-2730 K Set 90.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2740 K Set 38.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2760 K Set 3.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2850 K Each 103.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2851 K Each 2.0000 N

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

0605-2854 K Each 26.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 2.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-2866 K Each 1.0000 N

TYPE 7 INLET BOX, HEIGHT < /= 10'

0605-2870 K Each 1.0000 N

TYPE 8 INLET BOX, HEIGHT < /= 10'

0605-2882 K Each 1.0000 N

TYPE D-H INLET BOX, HEIGHT < /= 10'

4605-2884 K Each 1.0000 N Proj

TYPE D-H INLET BOX, HEIGHT > 20' AND < /= 30' (DOGHOUSE INLET BOX)

0605-3010 K Each 3.0000 N

July 28, 2026 14:35:04 PM Page 21 of 299

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

0605-3011 K Each 9.0000 N

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

0605-3012 K Each 1.0000 N

TYPE 4 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-3021 K Each 7.0000 N

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

0605-3031 K Each 2.0000 N

TYPE 6 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3032 K Each 2.0000 N

TYPE 6 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-3051 K Each 1.0000 N

TYPE 8 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3052 K Each 1.0000 N

TYPE 8 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-3053 K Each 1.0000 N

TYPE 8 MANHOLE, STORM WATER, HEIGHT >20' AND < /= 30'

0605-5720 K Set 6.0000 N

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

4606-0150 C1, K Set 2.0000 N Proj

GRADE ADJUSTMENT OF EXISTING MANHOLES (SANITARY SEWER)

0607-0013 K Vertical Foot 11.0000 N

REBUILT INLET BOX

4607-0200 K Vertical Foot 4.0000 N Proj

REBUILT MANHOLE (SANITARY SEWER)

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

0610-7002 H2 Linear Foot 65,818.0000 N

6" PAVEMENT BASE DRAIN

0610-7003 H2 Linear Foot 2,417.0000 N

8" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 9.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

July 28, 2026 14:35:04 PM Page 22 of 299

0615-0022 H2 Linear Foot 2,074.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0023 H2 Linear Foot 49.0000 N

8" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 34.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0050 H2 Each 6.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 40.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0450 J3 Each 4.0000 N

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

0619-0459 J1, J3 Each 10.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-0500 J Linear Foot 870.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 54,282.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1075 J Linear Foot 25.0000 N

TYPE 2-S GUIDE RAIL

0620-1600 J Linear Foot 98,406.0000 N

TYPE 31-S GUIDE RAIL

0620-1640 J Linear Foot 1,700.0000 N

TYPE 31-SM GUIDE RAIL

0620-1650 J Each 28.0000 N

TYPE 31-STRONG POST END TREATMENT

0620-1660 J Each 11.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 1.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 29.0000 N

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

0620-2040 J Each 1.0000 N

W-BEAM TERMINAL CONNECTOR

0623-0402 J1 Linear Foot 574.0000 N

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

July 28, 2026 14:35:04 PM Page 23 of 299

0623-0412 J1 Linear Foot 192.0000 N

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

0623-0422 J1 Each 4.0000 N

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

HEIGHT

4623-0432 J1 Each 1.0000 N Proj

END TRANSITION, SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT (CAST-IN-PLACE TO 8" CURB)

0623-0604 J1 Each 2.0000 N

TRANSITION, CONCRETE MEDIAN BARRIER, F-SHAPE, 32" HEIGHT TO SPLIT CONCRETE MEDIAN BRIDGE BARRIER, F-

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

0624-0100 J2 Linear Foot 36,985.0000 N

RIGHT-OF-WAY FENCE, TYPE 2

0624-0275 A, J2 Linear Foot 36,043.0000 N

REMOVAL OF EXISTING RIGHT-OF-WAY FENCE

0624-0301 J2 Each 55.0000 N

END POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0401 J2 Each 99.0000 N

CORNER POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0501 J2 Each 53.0000 N

PULL POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0601 J2 Each 2,209.0000 N

LINE POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0744 J2 Each 5.0000 N

VEHICULAR GATE FOR TYPE 2 RIGHT-OF-WAY FENCE, 14-FOOT OPENING

0627-3019 J1 Linear Foot 57,202.0000 N

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

0628-3019 J1 Linear Foot 172,040.0000 N

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

0629-0001 J Linear Foot 6,079.0000 N

HIGH-TENSION CABLE BARRIER

0629-0011 J Each 4.0000 N

HIGH-TENSION CABLE BARRIER END ANCHOR TERMINAL

0630-0021 K Linear Foot 4.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0041 K Linear Foot 1,716.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 132.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

July 28, 2026 14:35:04 PM Page 24 of 299

0636-0001 F1, K Linear Foot 1,807.0000 N

ASPHALT CONCRETE CURB

0659-0001 F4 Square Yard 10,969.0000 N

HIGH FRICTION SURFACE TREATMENT (HFST)

0660-0001 F3 Linear Foot 406.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 1

0660-0002 F3 Linear Foot 154.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2

0660-0003 F3 Linear Foot 3,617.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

0660-0005 F3 Linear Foot 78,064.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0686-0061 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 10,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0639 J1 Each 35.0000 N

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

0697-0639 J1 Each 60.0000 N

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

0802-0001 C1, M Cubic Yard 7,654.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0036 M3 Pound 204.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX

0804-0037 M3 Pound 762.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX

0804-0038 M3 Pound 6,029.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX

0804-0041 M3 Pound 15.0000 N

July 28, 2026 14:35:04 PM Page 25 of 299

SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX

0804-0043 M3 Pound 138.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

0804-0044 M3 Pound 27.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX

0804-0051 ZZ Acre 16.0000 N

MOWING

0804-0060 X Dollar 1,000.0000 $1.00 Y

SOIL TESTING

0804-0200 M3 1000 Gallons 1.0000 N

HERBICIDE APPLICATION, NONSELECTIVE

0805-0022 M3 Ton 36.0000 N

MULCHING - STRAW

0805-0050 M3 Square Yard 24,616.0000 N

MULCH CONTROL NETTING

0806-0110 M2 Square Yard 8,397.0000 N

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

0806-0113 M2 Square Yard 155,477.0000 N

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

0806-0140 M2 Square Yard 13,889.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0810-0052 A, M1 Each 1,097.0000 N

SELECTIVE TREE REMOVAL

0811-0003 J2, M Linear Foot 3,585.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 53.0000 N

ROCK CONSTRUCTION ENTRANCE

0855-0003 M2 Each 16.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 16.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

4856-0001 C1 Each 2.0000 N Proj

REMOVAL SEDIMENT AND ROCK BARRIER (INCLUDING COMPOST)

0860-0000 M2 Each 206.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 7.0000 N

INLET FILTER BAG FOR TYPE C INLET

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4860-0010 M2 Each 123.0000 N Proj

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET (WITH COMPOST)

0867-0012 M2 Linear Foot 23,671.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 12,627.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 1,421.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0867-0032 C1, H, M2 Linear Foot 1,738.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

4875-0001 C1, H Each 2.0000 N Proj

CONCRETE OUTLET STRUCTURE (ADDITIONAL BOX SIZES)

0901-0001 Q Lump Sum 1.0000 N Std

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0002 Q Lump Sum 1.0000 N Std

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0044 Q Each 112.0000 N

TUBULAR MARKERS

0901-0120 Q Each 4.0000 N

SPEED DISPLAY SIGN

0901-0240 Q, R Square Foot 600.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

4901-0250 P8 Lump Sum 1.0000 N Proj

TEMPORARY HIGHWAY LIGHTING (STAGE 1B - TEMPORARY ROADWAY)

4901-0251 P8 Lump Sum 1.0000 N Proj

TEMPORARY HIGHWAY LIGHTING (STAGE 2 - TEMPORARY ROADWAY)

4901-0252 P8 Lump Sum 1.0000 N Proj

TEMPORARY HIGHWAY LIGHTING (STAGE 4/5 - EAST CROSSOVER)

4901-0253 P8 Lump Sum 1.0000 N Proj

TEMPORARY HIGHWAY LIGHTING (STAGE 4/5 - WEST CROSSOVER)

4901-0254 P8 Lump Sum 1.0000 N Proj

TEMPORARY HIGHWAY LIGHTING (STAGE 6/7 - EAST CROSSOVER)

4901-0255 P8 Lump Sum 1.0000 N Proj

TEMPORARY HIGHWAY LIGHTING (STAGE 6/7 - WEST CROSSOVER)

0901-0270 Q Each 60.0000 N

SEQUENTIAL WARNING LIGHTS

0901-0320 O Linear Foot 1,264,856.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

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0901-0324 O Linear Foot 778.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 1,280,497.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 270,607.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 522.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0364 O1, Q Each 628.0000 N

TEMPORARY NONPLOWABLE RAISED PAVEMENT MARKER, (ONE WAY W/B)

0901-0460 Q Each 12.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0002 C1, P8 Each 3.0000 N

JUNCTION BOXES J.B.-2

4910-0002 C1, P8 Each 38.0000 N Proj

JUNCTION BOXES J.B.-2 (WITH SUBGRADE DRAIN)

0910-0154 P8 Each 75.0000 N

POLE FOUNDATION, TYPE FC

E 0910-0210 P8 Each 1.0000 N

STEEL LIGHTING POLE WITH 15-FOOT BRACKET ARM (25-FOOT MOUNTING HEIGHT) TYPE A

O 0910-1010 P8 Each 1.0000 N

ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (25-FOOT MOUNTING HEIGHT) TYPE A

E 0910-0212 P8 Each 2.0000 N

STEEL LIGHTING POLE WITH 20-FOOT BRACKET ARM (25-FOOT MOUNTING HEIGHT) TYPE A

O 0910-1012 P8 Each 2.0000 N

ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (25-FOOT MOUNTING HEIGHT) TYPE A

E 0910-0230 P8 Each 1.0000 N

STEEL LIGHTING POLE WITH 15-FOOT BRACKET ARM (25-FOOT MOUNTING HEIGHT) TYPE S

O 0910-1030 P8 Each 1.0000 N

ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (25-FOOT MOUNTING HEIGHT) TYPE S

E 0910-0290 P8 Each 1.0000 N

STEEL LIGHTING POLE WITH 15-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A

O 0910-1090 P8 Each 1.0000 N

ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A

E 0910-0292 P8 Each 38.0000 N

STEEL LIGHTING POLE WITH 20-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A

O 0910-1092 P8 Each 38.0000 N

July 28, 2026 14:35:04 PM Page 28 of 299

ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE A

E 0910-0312 P8 Each 32.0000 N

STEEL LIGHTING POLE WITH 20-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE S

O 0910-1112 P8 Each 32.0000 N

ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE S

0910-2114 P8 Each 1.0000 N

20-FOOT STEEL BRACKET ARM

0910-4110 P8 Linear Foot 11,850.0000 N

AWG 2/0 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4114 P8 Linear Foot 56,635.0000 N

AWG 4 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 2,590.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 12,416.0000 N

2" DIRECT BURIAL CONDUIT

0910-5179 C1, P8 Linear Foot 630.0000 N

3" EXPOSED CONDUIT

0910-5500 C1, P8 Each 7.0000 N

BURIED CABLE AND CONDUIT MARKER

0910-6000 C1, P8 Linear Foot 10,811.0000 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

4930-0004 R Square Foot 2,079.0000 N Std

POST MOUNTED SIGNS, TYPE A (INCLUDES MATERIAL RESTRICTION)

0930-0101 R Pound 11,342.0000 N

STEEL S OR W BEAM POSTS

0930-0110 R Each 12.0000 N

BREAKAWAY SYSTEM REPLACEMENT

0931-0001 R Square Foot 435.0000 N

POST MOUNTED SIGNS, TYPE B

0932-0001 R Square Foot 546.0000 N

POST MOUNTED SIGNS, TYPE C

July 28, 2026 14:35:04 PM Page 29 of 299

0934-0002 R Square Foot 90.0000 N

POST MOUNTED SIGNS, TYPE E

4934-0002 R Square Foot 140.0000 N Std

POST MOUNTED SIGNS, TYPE E (INCLUDES MATERIAL RESTRICTION)

0935-0001 R Square Foot 314.0000 N

POST MOUNTED SIGNS, TYPE F

4935-0001 R Square Foot 157.0000 N Std POST MOUNTED SIGNS, TYPE F (INCLUDES MATERIAL RESTRICTION/BREAKAWAY SYSTEM HARDWARE)

0936-0001 R Square Foot 386.0000 N

STRUCTURE MOUNTED EXTRUDED ALUMINUM CHANNEL SIGNS

0936-0200 R Square Foot 200.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0104 J, R Each 939.0000 N

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

0937-0105 J, R Each 24.0000 N

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

0937-0106 J, R Each 1,215.0000 N

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

0937-0107 J, R Each 57.0000 N

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

0937-0114 J, R Each 57.0000 N

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

0937-0117 J, R Each 205.0000 N

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

0937-0118 J, R Each 436.0000 N

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

0937-0121 J, R Each 253.0000 N

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

0937-0122 J, R Each 436.0000 N

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

0937-0197 J1, R Each 22.0000 N

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

0937-0198 J1, R Each 33.0000 N

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

0937-0199 J1, R Each 34.0000 N

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

0937-0208 J1, R Each 8.0000 N

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

July 28, 2026 14:35:04 PM Page 30 of 299

0937-0320 R Each 23.0000 N

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

0937-0322 R Each 20.0000 N

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

0937-0331 R Each 76.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0335 R Each 102.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/RED SHEETING

0937-0339 R Each 97.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0941-0001 R Each 4.0000 N

RESET POST MOUNTED SIGNS, TYPE B

4948-0600 R1 Lump Sum 1.0000 N Proj

STEEL SIGN STRUCTURE - CENTERMOUNT (S-42893)

0951-0135 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM

0951-0150 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM

0951-0160 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 60' MAST ARM

0951-2145 P Each 1.0000 N

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

0951-2155 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 55' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

0951-3808 P Each 4.0000 N

TRAFFIC SIGNAL SUPPORT, STRAIN POLE WITH LUMINAIRE ARM (30' MOUNTING HEIGHT) 8,000 POUNDS DESIGN

TENSION

0952-1030 P Each 3.0000 N

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

0953-0406 P Lump Sum 1.0000 N

WIRELESS BROADBAND COMMUNICATIONS SYSTEM

0954-0012 P8 Linear Foot 3,424.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 4,691.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 5,738.0000 N

TRENCH AND BACKFILL, TYPE I

July 28, 2026 14:35:04 PM Page 31 of 299

0954-0202 P8 Linear Foot 5,006.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 947.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0304 P8 Each 16.0000 N

JUNCTION BOX, JB-27 GALVANIZED STEEL

0954-0401 P8 Each 2.0000 N

ELECTRICAL SERVICE, TYPE A

4954-0403 P8 Each 3.0000 N Proj

ELECTRICAL SERVICE, TYPE C (WITH DUAL DISCONNECT BEHIND SINGLE METER)

0954-0500 C6, P8 Linear Foot 432.0000 N

DIRECTIONAL BORING

4954-0500 C6, P8 Linear Foot 746.0000 N Proj

DIRECTIONAL BORING (INCLUDES 4 INCH HDPE CONDUIT)

0954-0600 P8 Each 3.0000 N

UNINT…