837915padot93055.pdf

PROPOSAL Report - Project 93055

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PROPOSAL REPORT

Project: 93055 Bid

Package: 1

Current Let: 09/03/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 08 County: Franklin

SR/SEC/

Group ID: 81/075/---

Description

I-81 New Interchange (Exit 12)

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 SEPARATE NPDES PERMIT REQUIREMENTS 00 - a00001 WORK WITHIN TEXAS EASTERN RIGHT-OF-WAY 00 - a00002 ENVIRONMENTAL RESOURCE AVOIDANCE 00 - a00004 LICENSED PROFESSIONAL CERTIFICATION REQUIREMENTS WITHIN THE

NPDES PERMIT

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 ... 62 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

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

G2302A - a02302 Worker Protection and Investment G2502A - a02502 REQUIREMENT OF THE PUBLIC UTILITY COMMISSION G60B - a02601 NIGHT SHIFT G110B - a02701 START OF WORK G100B - a02801 STATE POLICE FOR CONSTRUCTION ASSISTANCE 00 - a05001 WALL PANELS, PRECAST REINFORCED CONCRETE 00 - a06001 FABRICATED STRUCTURAL STEEL, GALVANIZED, W12x120 00 - a07001 FP-001 CERTIFICATION OF CLEAN FILL

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N10501B - a10501 BRIDGE SHOP DRAWINGS N10601A - a10601 DRIVE ADJUSTMENTS 00 - a10602 DRIVE ADJUSTMENTS - SUPPLEMENTAL SPECIFICATIONS 00 - a10603 EXPANDED FOAM BACKFILL FOR POST-MOUNTED SIGNS 00 - a10800 GENERAL REQUIREMENTS - RAILROAD - NORFOLK SOUTHERN 00 - a12201 POST MOUNTED & STRUCTURE MOUNTED SIGNS N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW

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

S2011C - b02011 SECTION 201.3 00 - b04131 SECTION 413.3 00 - b04131a SECTION 413.3(g) PREPARATION OF THE EXISTING SURFACE 00 - b04132 SECTION 413.3(h)1.a - PLACING 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 - b08671 SECTION 867 - COMPOST FILTER SOCK 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 - c02051 ITEM 4205-0300 - SELECTED BORROW EXCAVATION (SOLUTION CAVITIES) 00 - c06051 ITEM 4605-2730 - TYPE M CONCRETE TOP UNIT AND GRATE, 8" HEIGHT 00 - c06090 ITEM 4609-0002 - INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A BRICK AND MORTAR

I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06861 ITEM 4686-0010 - CONSTRUCTION SURVEYING, TYPE A INCLUDE GAS AND

WATER RELOCATION EASEMENTS

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

CONSTRUCTION

00 - c09101 ITEM 4910-0001 - JUNCTION BOXES J.B.-1, LID LABEL 00 - c09102 ITEM 4910-5055 - 2" DIRECT BURIAL CONDUIT, HDPE 00 - c09401 ITEM 4940-0001 - RESET POST MOUNTED SIGNS, TYPE A POSTS FOR FUTURE

SIGN SIZE

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

MOUNTING (ECONOLITE COBALT)

00 - c09541 ITEM 4954-0401 - ELECTRICAL SERVICE, TYPE A, WITH TAG LABEL

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00 - c09561 ITEM 4956-0801 - OPTICAL PREEMPTION SYSTEM (TOMAR STROBCOM II) 00 - c10181 ITEMS 1018-0070\1018-0071 - REMOVAL OF PORTION OF EXISTING CULVERT 00 - c12011 ITEM 5201-1300 - ITS DEVICE FIELD ENCLOSURE, POLE MOUNT, WITH

COMBINATION LOCK

00 - c12041 ITEM 5204-0100 - STANDARD FIBER OPTIC CABLE, 12 STRAND 00 - c12101 ITEM 5210-0001 - ITS CLOSED-CIRCUIT TELEVISION, CAMERA SUBSYSTEM, POLE MOUNT, POSITIONAL CCTV

I19992A - c19992 ITEM 1999-9999 - TRAINEES I80041A - c80301 ITEMS 8030/8000/8100-0001 - BRIDGE STRUCTURE, AS DESIGNED, S-38796

& ALTS

00 - c80301 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-38796... 136 I80101A - c86001 ITEMS 8600-0001\0002 - SOLDIER PILE RETAINING WALLS, AS DESIGNED &

ALTS

00 - c86002 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-38797 & S-38798

I10001D - c90001 ITEM 9000-0004 - SOLUTION CAVITY EXCAVATION 00 - c90003 ITEM 9000-0005 - REMOVE PARCEL 1 SIGN 00 - c90005 ITEM 9000-0006 - REMOVE PARCEL 1 POST MOUNTED SIGN 00 - c90007 ITEM 9000-0008 - RELOCATE MAILBOX 00 - c90009 ITEM 9000-0009 - 14"X23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B

HORIZONTAL, OPEN JOINT

00 - c90011 ITEMS 9000-0010/0011 - JACK AND BORE CONCRETE PIPE 00 - c90013 ITEM 9000-0016 - LIGHT POLE REMOVAL 00 - c90015 ITEM 9000-0017 - MANAGEMENT OF ASBESTOS-CONTAINING MATERIAL ON

BRIDGE COMPONENTS

00 - c90016 ITEM 9000-0018 - ASBESTOS ABATEMENT OF BUILDINGS TO BE DEMOLISHED 00 - c90017 ITEM 9000-0050 - OVEREXCAVATION AND BACKFILL WITH CLASS C CEMENT

CONCRETE

00 - c90018 ITEMS 9000-0051/0052/0053 - EXPLORATORY AIR TRACK DRILLING 00 - c90019 ITEM 9000-0060 - AMENDED SOIL 00 - c90021 ITEM 9000-0061 - PERMEABLE PAVERS 00 - c90023 ITEM 9000-0062 - TRASH RACK 00 - c90025 ITEM 9000-0064 - PLANTINGS-GRASS PLUGS 00 - c90027 ITEM 9000-0065 - PLANTINGS-SHRUBS 00 - c90029 ITEM 9000-0066 - PLANTINGS-TREES 00 - c90031 ITEM 9000-0067 - TEMPORARY COFFERDAM AND PUMP BYPASS SYSTEM 00 - c90033 ITEM 9000-0068 - CLEANOUT STAKE 00 - c90035 ITEM 9000-0069 - INFILTRATION TESTING 00 - c90037 ITEM 9000-0100 - REMOVAL OF EXISTING RUMBLE STRIPS 00 - c90039 ITEM 9000-0101 - REMOVE HIGH-TENSION CABLE BARRIER 00 - c90041 ITEM 9000-0102 - TEMPORARY HIGH-TENSION CABLE BARRIER END ANCHOR

TERMINAL

00 - c90043 ITEM 9000-0103 - REPAIR OF DETOUR ROUTE

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00 - c90045 ITEM 9000-0104 - VIDEO LOG OF DETOUR ROUTE 00 - c90047 ITEM 9000-0105 - RESET HIGH-TENSION CABLE BARRIER 00 - c90049 ITEM 9000-0130 - TRENCH AND BACKFILL, TYPE I, EXTRA DEPTH 00 - c90051 ITEM 9000-0131 - FIBER OPTIC PATCH PANEL 00 - c90053 ITEM 9000-0133 - UTILITY COMPANY SERVICES 00 - c90055 ITEM 9000-0135 - CONDUIT SLEEVE, 6" HDPE 00 - c90057 ITEM 9000-0136 - ITS SYSTEM - COMMUNICATION SERVICE CONNECTION, TYPE

00 - c90061 ITEM 9000-0137 - COMPOSITE COMMUNICATIONS JUNCTION BOX, WITH LID

LABEL

00 - c90063 ITEM 9000-0200 - 12" C150 DUCTILE IRON PIPE 00 - c90065 ITEM 9000-0201 - EXISTING 12" WATERLINE (TO BE ABANDONED) 00 - c90067 ITEM 9000-0203 - 12" SOLID SLEEVE COUPLING 00 - c90069 ITEM 9000-0204 - 12" MECHANICAL JOINT 45-DEGREE ELBOW WITH THRUST

BLOCK

00 - c90071 ITEM 9000-0205 - FIRE HYDRANT 00 - c90073 ITEM 9000-0206 - 1-1/2" WATER SERVICE LINE 00 - c90075 ITEM 9000-0207 - WATER METER VAULT 00 - c90077 ITEM 9000-0208 - 12" MECHANICAL JOINT 22.5-DEGREE ELBOW WITH THRUST

BLOCK

00 - c90079 ITEM 9000-0209 - 12"X12"X12" MECHANICAL JOINT TEE WITH THRUST BLOCK 00 - c90081 ITEM 9000-0210 - 12" MECHANICAL JOINT RESTRAINED END CAP WITH THRUST

BLOCK

00 - c90083 ITEM 9000-0211 - 12" MECHANICAL JOINT 11.25-DEGREE ELBOW WITH THRUST

BLOCK

00 - c90085 ITEM 9000-0212 - 12" MECHANICAL JOINT GATE VALVE 00 - c90087 ITEM 9000-0221 - FURNISH AND INSTALL 6-INCH PA-12 GAS MAIN, VALVES AND

COUPLINGS

00 - c90089 ITEM 9000-0222 - FURNISH AND INSTALL 6-INCH STEEL GAS MAIN 00 - c90091 ITEM 9000-0223 - FURNISH AND INSTALL 6-INCH PA-12 FITTINGS 00 - c90093 ITEM 9000-0224 - FURNISH AND INSTALL 6-INCH PA-12 TO 6-INCH STEEL

WELDED TRANSITION FITTING

00 - c90095 ITEM 9000-0225 - FURNISH AND INSTALL 6-INCH PA-12 BALL VALVE AND VALVE

BOX

00 - c90097 ITEM 9000-0226 - FURNISH AND INSTALL STEEL WELDED 6-INCH TAPPING/

STOPPING TEE

00 - c90099 ITEM 9000-0227 - FURNISH AND INSTALL PURGE OUTLET 2-INCH TO 6-INCH

MAIN

00 - c90101 ITEM 9000-0228 - FURNISH AND INSTALL 4-INCH TO 6-INCH STEEL REDUCER 00 - c90103 ITEM 9000-0229 - FURNISH AND INSTALL 4-INCH STEEL GAS MAIN 00 - c90105 ITEM 9000-0230 - FURNISH AND INSTALL STEEL WELDED 4-INCH TAPPING/

STOPPING TEE

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00 - c90107 ITEM 9000-0231 - FURNISH AND INSTALL PURGE OUTLET 2-INCH TO 4-INCH

MAIN

00 - c90109 ITEM 9000-0232 - FURNISH AND INSTALL 12-INCH STEEL CASING PIPE 00 - c90111 ITEM 9000-0233 - SOUTH END ANODES AND RECONNECTION 00 - c90113 ITEM 9000-0234 - TWO (2) 6-INCH GAS MAINS - PIGGING, GASSING, PURGING

AND TESTING

00 - c90115 ITEM 9000-0301 - DIGITAL WAVE RADAR ADVANCE DETECTOR 00 - c90117 ITEM 9000-0302 - DIGITAL WAVE RADAR INTERSECTION PRESENCE DETECTOR.. 205 00 - c90119 ITEM 9000-0303 - LED LUMINAIRE, ARM MOUNT, 250 WATT EQUIVALENT 00 - c90121 ITEM 9000-0304 - TRAFFIC SIGNAL ASSET MANAGEMENT SYSTEM TSAMS

UPDATE

00 - c90123 ITEM 9000-0305 - SIGNAL CABLE 14 AWG - 9 CONDUCTOR 00 - c90125 ITEM 9000-0306 - JUNCTION BOX 17"X30" 00 - c90126 ITEM 9000-0307 - RELOCATE EXISTING WIRELESS BROADBAND RADIO 00 - c90127 ITEM 9000-0351 - DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) 00 - c90129 ITEM 9000-1000 - TEST HOLES FOR UTILITY VERIFICATION I68C - c90131 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90133 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

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

SYSTEM, S-38796

00 - c92032 SUPPLEMENTAL SPECIFICATIONS FOR ITEM 9203-0101 00 - c94901 ITEM 9490-0001 - REMOVAL OF EXISTING ASPHALT SURFACE COURSE, INCLUDING TRANSITIONS

00 - c94911 ITEM 9491-0012 - MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH

INCLUDING TRANSITIONS

00 - c95161 ITEM 9516-0001 - ADDITIONAL DEPTH CONCRETE FOR PAVEMENT PATCHING 00 - c99351 ITEM 9935-0001 - POST MOUNTED SIGNS, TYPE F, 2"X60" RED REFLECTIVE

PANEL

00 - c99371 ITEMS 9937-0001/0002 - LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT WHITE AND YELLOW

00 - c99372 ITEM 9937-0330 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, COMMUNICATION CABLE MARKER

00 - c99373 ITEM 9937-0331 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, PENNDOT ELECTRIC CABLE

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BID PACKAGE SUMMARY

Project: 93055 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/03/2026 11:00:00 AM Project Cost Range: $35,000,000.00 - $39,999,999.99 Anticipated NTP: 10/19/2026 Structure Work: 9.00%

Required Completion: 12/30/2030 DBE: 0% Wage Rates: Yes

Description:

The SR 0081-075 Guilford Springs Road Interchange (Exit 12) project consists of constructing a full-access interchange to serve SR 2038/T-467 (Guilford Springs Road) along with four (4) new interchange ramps, new SR 2038 Structure over I-81, Stormwater management features, traffic signal upgrades, drainage improvements, milling and overlaying the existing roadways, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for STATE ROUTE 0081, SECTION 075, in FRANKLIN COUNTY, GUILFORD TOWNSHIP, from south of Guilford Springs Road at Segment 0114/0115 Offset 2378/2425 to north of Guilford Springs Road at Segment 0130/0131 Offset 0059/0056, for an overall project length of 5,400.00 linear feet (1.023 mile).

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0202-0001 B Lump Sum 1.0000 N

DEMOLITION

0202-0002 B Lump Sum 1.0000 N

0202-0003 B Lump Sum 1.0000 N

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

0203-0001 C Cubic Yard 98,027.0000 N

CLASS 1 EXCAVATION

0203-0005 C1 Cubic Yard 2,883.0000 N

CLASS 1C EXCAVATION

0203-0006 G4 Linear Foot 8,367.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 9,281.0000 N

CLASS 2 EXCAVATION

0204-0150 C1, H, S Cubic Yard 225.0000 N

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 99,848.0000 N

FOREIGN BORROW EXCAVATION

0205-0263 C1 Cubic Yard 4.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0281 C1 Cubic Yard 2,883.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0290 C1 Cubic Yard 762.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A

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4205-0300 C1 Ton 45.0000 N Proj

SELECTED BORROW EXCAVATION (SOLUTION CAVITIES)

0208-0001 C Hour 20.0000 N

SPECIAL ROLLING

0212-0001 C3, H, M2 Linear Foot 12,393.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 75,831.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0214-0001 C6 Each 2.0000 N

SEALED DRILLED OR DRIVEN WELL

0220-0020 K1 Cubic Yard 89.0000 N

FLOWABLE BACKFILL, TYPE C

0224-0010 M2 Square Yard 3,204.0000 N

GEOTEXTILE, CLASS 4, TYPE C STABILIZATION LAYER (GSBA)

0224-0011 M2 Square Yard 1,380.0000 N

GEOTEXTILE, CLASS 4, TYPE A SEPARATION LAYER (GSBA)

0313-0420 E Square Yard 2,437.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0522 E Square Yard 4,946.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0526 E Square Yard 4,657.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0530 E Square Yard 10,915.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 8" DEPTH

0313-0635 E Square Yard 10,986.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 11 "

DEPTH

0316-0525 E, F1 Square Yard 104.0000 N

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

MM MIX, 5 1/2" DEPTH

0316-0529 E, F1 Square Yard 155.0000 N

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

MM MIX, 7 1/2" DEPTH

0350-0106 C, E Square Yard 58,544.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 106.0000 N

SUBBASE (NO. 2A)

0413-0244 F Square Yard 2,437.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-E

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0413-0286 F Square Yard 16,418.0000 N

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

DEPTH, SRL-L

0413-0387 F Square Yard 10,915.0000 N

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

0413-0388 F Square Yard 17,127.0000 N

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

DEPTH, SRL-H

E 0413-0388 F Square Yard 26,015.0000 N

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

DEPTH, SRL-H

A 0203-0001 C Cubic Yard 8,105.0000 N

CLASS 1 EXCAVATION

A 0313-0526 E Square Yard 26,015.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

A 0350-0106 C, E Square Yard 29,295.0000 N

SUBBASE 6" DEPTH (NO. 2A)

A 0413-6055 F Square Yard 26,015.0000 N

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

A 0460-0003 F4 Square Yard 52,030.0000 N

ASPHALT TACK COAT (NTT/CNTT)

O 0506-0030 G Square Yard 26,015.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, RPS, 9" DEPTH

A 0203-0001 C Cubic Yard 8,254.0000 N

CLASS 1 EXCAVATION

A 0303-0001 E Square Yard 26,015.0000 N

CEMENT TREATED PERMEABLE BASE COURSE, 4" DEPTH

A 0350-0104 C, E Square Yard 29,467.0000 N

SUBBASE 4" DEPTH (NO. 2A)

A 0506-0750 G, G1 Each 19.0000 N

TESTS FOR DEPTH, MEASUREMENT OF DRILLED CORES

O 0506-0030 G Square Yard 26,015.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, RPS, 9" DEPTH

A 0203-0001 C Cubic Yard 8,254.0000 N

CLASS 1 EXCAVATION

A 0350-0104 C, E Square Yard 29,467.0000 N

SUBBASE 4" DEPTH (NO. 2A)

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A 0360-0001 E Square Yard 26,015.0000 N

ASPHALT TREATED PERMEABLE BASE COURSE, 4" DEPTH

A 0506-0750 G, G1 Each 19.0000 N

TESTS FOR DEPTH, MEASUREMENT OF DRILLED CORES

0413-1026 F Ton 15.0000 N

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

MIX, SRL-H

0413-3419 F Square Yard 48,818.0000 N

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

0413-6055 F Square Yard 8,443.0000 N

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

0413-6087 F Square Yard 28,765.0000 N

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

0413-7011 F Ton 887.0000 N

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

MIX

0413-7017 F Ton 36,470.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64E-22, >/= 30 MILLION ESALS, 19.0 MM MIX

0460-0001 F4 Square Yard 10,915.0000 N

ASPHALT TACK COAT

0460-0003 F4 Square Yard 162,424.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0469-0021 F2 Linear Foot 5,541.0000 N

ASPHALT JOINT AND CRACK SEALING FOR CONCRETE SURFACES

0501-0020 G, G1, K Square Yard 143.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0501-0032 G Square Yard 17,779.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 10" DEPTH

0515-0001 G1, G4 Linear Foot 14,122.0000 N

SAWING AND SEALING OF ASPHALT OVERLAYS

0516-2007 G1, G4 Linear Foot 420.0000 N

PATCHING JOINT

0516-2009 G1, G4 Linear Foot 146.0000 N

NEW PAVEMENT JOINT, NON-SKEWED

0516-2021 C1, E, G1 Cubic Yard 83.0000 N

SUBBASE MATERIAL FOR CONCRETE PAVEMENT PATCHING

0516-3033 G1 Square Yard 51.0000 N

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ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 9" DEPTH

0516-3034 G1 Square Yard 75.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 10" DEPTH

0516-3044 G1 Square Yard 60.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE B, 10" DEPTH

0516-3053 G1 Square Yard 199.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE C, 9" DEPTH

0516-3054 G1 Square Yard 93.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE C, 10" DEPTH

0525-0031 G3 Square Foot 60.0000 N

CONCRETE PAVEMENT PARTIAL-DEPTH REPAIR, TYPE 1, ACCELERATED

0525-0034 G3 Square Foot 60.0000 N

CONCRETE PAVEMENT PARTIAL-DEPTH REPAIR, TYPE 2, ACCELERATED

E 0601-0355 H Linear Foot 59.0000 N

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

O 0601-1665 H Linear Foot 59.0000 N 24" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0601-7326 H Linear Foot 59.0000 N

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

E 0601-0357 H Linear Foot 1,457.0000 N

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

O 0601-1667 H Linear Foot 1,457.0000 N 30" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0601-7340 H Linear Foot 1,457.0000 N

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

E 0601-0393 H Linear Foot 48.0000 N

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

O 0601-9363 H Linear Foot 48.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

E 0601-0400 H Linear Foot 1,037.0000 N

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

O 0601-1663 H Linear Foot 1,037.0000 N 18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0601-7313 H Linear Foot 1,037.0000 N

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

E 0601-0555 H Linear Foot 182.0000 N

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

July 16, 2026 10:37:48 AM Page 13 of 222

O 0601-1731 H Linear Foot 182.0000 N

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

LIFE

O 0601-7072 H Linear Foot 182.0000 N

48" REINFORCED CONCRETE PIPE, TYPE A, 10' - 2' FILL, 100 YEAR DESIGN LIFE

E 0601-0773 H Linear Foot 485.0000 N

18" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

O 0601-7014 H Linear Foot 485.0000 N

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

E 0601-0973 H Linear Foot 460.0000 N

18" DUCTILE IRON PIPE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

O 0601-7511 H Linear Foot 460.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-1663 H Linear Foot 603.0000 N 18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

O 0601-7313 H Linear Foot 603.0000 N

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

E 0601-1725 H Linear Foot 57.0000 N

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

O 0601-7028 H Linear Foot 57.0000 N

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

E 0601-1730 H Linear Foot 440.0000 N

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

O 0601-7067 H Linear Foot 440.0000 N

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

0601-5901 H1 Linear Foot 1,213.0000 N

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

0601-6118 H Linear Foot 130.0000 N 14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B HORIZONTAL, < 1.5' FILL, 50 YEAR DESIGN LIFE

0601-6119 H Linear Foot 143.0000 N 19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B HORIZONTAL, < 1.5' FILL, 50 YEAR DESIGN LIFE

E 0604-0400 H Linear Foot 453.0000 N

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

O 0604-7313 H Linear Foot 453.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, (OPEN JOINT), 15' - 1.5' FILL

O 0604-9003 H Linear Foot 453.0000 N 18" PERFORATED CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

July 16, 2026 10:37:48 AM Page 14 of 222

E 0604-7014 H Linear Foot 391.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 15' - 2' FILL, 100 YEAR DESIGN LIFE

O 0604-4014 H Linear Foot 391.0000 N 18" PERFORATED REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE

0605-1300 C1, H1 Each 7.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 13.0000 N

MANHOLE FRAME AND COVER

0605-2600 K Each 7.0000 N

TYPE D ENDWALL

0605-2620 K Each 7.0000 N

TYPE D-W ENDWALL

0605-2630 K Each 1.0000 N

TYPE E-S ENDWALL

0605-2730 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

4605-2730 K Set 5.0000 N Proj

TYPE M CONCRETE TOP UNIT AND GRATE 8" HEIGHT

0605-2731 K Set 2.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2741 K Set 1.0000 N

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2761 K Set 1.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND BICYCLE SAFE GRATES

0605-2770 K Set 4.0000 N

TYPE C FRAME AND GRATE

0605-2771 K Set 5.0000 N

TYPE C FRAME AND BICYCLE SAFE GRATE

0605-2780 K Set 3.0000 N

TYPE M FRAME AND GRATE

0605-2781 K Set 9.0000 N

TYPE M FRAME AND BICYCLE SAFE GRATE

0605-2850 K Each 21.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 18.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2862 K Each 2.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

July 16, 2026 10:37:48 AM Page 15 of 222

0605-2863 K Each 1.0000 N

TYPE 6 INLET BOX, HEIGHT > 10' AND < /= 20'

0605-2882 K Each 1.0000 N

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

0605-3010 K Each 1.0000 N

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

0605-3011 K Each 4.0000 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 1.0000 N

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

0605-3041 K Each 1.0000 N

TYPE 7 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-5701 K Set 4.0000 N

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

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

4609-0002 X Lump Sum 1.0000 N Proj INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A BRICK AND MORTAR OFFICE

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0609-0011 X Lump Sum 1.0000 N

FIELD LABORATORY

0610-7002 H2 Linear Foot 12,393.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 4.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 620.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0050 H2 Each 21.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 21.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0618-0022 H Each 5.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0619-0459 J1, J3 Each 10.0000 N

July 16, 2026 10:37:48 AM Page 16 of 222

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

0619-0744 J3 Each 1.0000 N

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

INCHES

0620-0400 J Each 2.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 5,010.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0900 C1, J Each 3.0000 N

REMOVE CONCRETE ANCHORAGE

0620-1600 J Linear Foot 7,300.0000 N

TYPE 31-S GUIDE RAIL

0620-1645 J Linear Foot 63.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1660 J Each 6.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 9.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 4.0000 N

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

0620-2013 J Each 2.0000 N

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

0623-0303 J1 Linear Foot 274.0000 N

CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT

0623-0401 J1 Linear Foot 120.0000 N

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

0623-0402 J1 Linear Foot 680.0000 N

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

0623-0421 J1 Each 1.0000 N

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

HEIGHT

0623-0422 J1 Each 1.0000 N

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

HEIGHT

0624-0100 J2 Linear Foot 10,069.0000 N

RIGHT-OF-WAY FENCE, TYPE 2

0624-0301 J2 Each 15.0000 N

END POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0401 J2 Each 19.0000 N

July 16, 2026 10:37:48 AM Page 17 of 222

CORNER POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0501 J2 Each 77.0000 N

PULL POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0601 J2 Each 524.0000 N

LINE POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0625-0010 S2 Cubic Yard 14.0000 N

CLASS A CEMENT CONCRETE

0626-0030 M2 Cubic Yard 59.0000 N

CORROSION RESISTANT GABIONS, TYPE B

0627-3019 J1 Linear Foot 21,682.0000 N

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

0628-3019 J1 Linear Foot 12,588.0000 N

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

0630-0021 K Linear Foot 391.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0041 K Linear Foot 145.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0225 K Linear Foot 325.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE B

0641-0005 K Square Yard 62.0000 N

PLAIN CEMENT CONCRETE CURB GUTTER

0660-0005 F3 Linear Foot 26,442.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0676-0001 K Square Yard 16.0000 N

CEMENT CONCRETE SIDEWALK

0677-0001 C1, E Cubic Yard 120.0000 N

SELECTED MATERIAL SURFACING

4686-0010 X Lump Sum 1.0000 N Proj

CONSTRUCTION SURVEYING, TYPE A INCLUDE GAS AND WATER RELOCATION EASEMENTS

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0003 X Dollar 10,000.0000 $1.00 Y

FORMAL FACILITATION

E 0695-0002 K Square Foot 40.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

July 16, 2026 10:37:48 AM Page 18 of 222

O 0695-0003 K Square Foot 40.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0004 K Square Foot 40.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0610 J1 Each 6.0000 N

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

0697-0610 J1 Each 11.0000 N

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

0703-0022 C1, H Cubic Yard 51.0000 N

NO. 8 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 498.0000 N

NO. 57 COARSE AGGREGATE

0703-0026 C1, H Cubic Yard 2,626.0000 N

NO. 3 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 18,187.0000 N

TOPSOIL FURNISHED AND PLACED

0803-0001 C1, M Cubic Yard 5,040.0000 N

PLACING STOCKPILED TOPSOIL

0804-0025 M3 Pound 20.0000 N

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

0804-0027 M3 Pound 8,240.0000 N

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

0804-0032 M3 Pound 312.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0043 M3 Pound 62.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX

0805-0021 M3 Ton 4.0000 N

MULCHING - HAY

0805-0044 M3 Square Yard 85.0000 N

MULCHING - SPENT MUSHROOM SOIL COMPOST

0805-0050 M3 Square Yard 85.0000 N

MULCH CONTROL NETTING

0806-0120 M2 Square Yard 47,736.0000 N

TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3A

0806-0140 M2 Square Yard 2,734.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0808-6000 M 1000 Gallons 40.0000 N

WATERING

July 16, 2026 10:37:48 AM Page 19 of 222

0811-0003 J2, M Linear Foot 6,911.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 10,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 14.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0031 C1 Cubic Yard 63.0000 N

ROCK, CLASS R-3

0850-0032 C1 Cubic Yard 406.0000 N

ROCK, CLASS R-4

0850-0033 C1 Cubic Yard 99.0000 N

ROCK, CLASS R-5

0850-0034 C1 Cubic Yard 77.0000 N

ROCK, CLASS R-6

0850-0036 C1 Cubic Yard 12.0000 N

ROCK, CLASS R-8

0855-0003 M2 Each 8.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 8.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 47.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 9.0000 N

INLET FILTER BAG FOR TYPE C INLET

0866-0005 M2 Linear Foot 420.0000 N

HEAVY DUTY SILT BARRIER FENCE

0867-0012 M2 Linear Foot 10,839.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 4,031.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 3,461.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0867-0032 C1, H, M2 Linear Foot 3,093.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0871-0001 C1, H Each 6.0000 N

CONCRETE ANTI-SEEP COLLAR

0875-0001 C1, H Each 1.0000 N

July 16, 2026 10:37:48 AM Page 20 of 222

CONCRETE OUTLET STRUCTURE

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0120 Q Each 4.0000 N

SPEED DISPLAY SIGN

0901-0240 Q, R Square Foot 1,000.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 95,579.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0324 O Linear Foot 4,181.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 66,044.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 21,867.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 254.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0363 O1, Q Each 139.0000 N

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

0901-0364 O1, Q Each 139.0000 N

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

0901-0460 Q Each 4.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

4910-0001 C1, P8 Each 6.0000 N Proj

JUNCTION BOXES J.B.-1 LID LABEL

0910-4113 P8 Linear Foot 4,150.0000 N

AWG 2 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4116 P8 Linear Foot 540.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

4910-5055 C1, P8 Linear Foot 1,960.0000 N Proj

2" DIRECT BURIAL CONDUIT HDPE

0910-5175 C1, P8 Linear Foot 200.0000 N

2" EXPOSED CONDUIT

0930-0004 R Square Foot 1,274.0000 N

POST MOUNTED SIGNS, TYPE A

0930-0101 R Pound 6,466.0000 N

STEEL S OR W BEAM POSTS

July 16, 2026 10:37:48 AM Page 21 of 222

0930-0110 R Each 18.0000 N

BREAKAWAY SYSTEM REPLACEMENT

0931-0001 R Square Foot 400.0000 N

POST MOUNTED SIGNS, TYPE B

0932-0001 R Square Foot 321.0000 N

POST MOUNTED SIGNS, TYPE C

0934-0002 R Square Foot 221.0000 N

POST MOUNTED SIGNS, TYPE E

0935-0001 R Square Foot 294.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 104.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0212 J1, R Each 5.0000 N

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

0937-0330 R Each 142.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0331 R Each 31.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0333 R Each 29.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/BLANK SHEETING

0937-0335 R Each 6.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/RED SHEETING

0937-0339 R Each 41.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0937-0340 R Each 10.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH YELLOW/BLANK SHEETING

0937-0500 R Each 30.0000 N

DELINEATOR REMOVAL

0940-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE A

4940-0001 R Each 3.0000 N Proj

RESET POST MOUNTED SIGNS, TYPE A POSTS FOR FUTURE SIGN SIZE

0941-0001 R Each 6.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 3.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0951-0230 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM, POWDER COATED

July 16, 2026 10:37:48 AM Page 22 of 222

0951-0245 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM, POWDER COATED

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

0951-2245 P Each 1.0000 N TRAFFIC SIGNAL SUPPORT, 45' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-4106 P Each 4.0000 N

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL, POWDER COATED

4952-1030 P Each 1.0000 N Proj

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

0954-0012 P8 Linear Foot 622.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 679.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 479.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0153 C1, P8 Linear Foot 250.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 635.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 2,335.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 1,590.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 3.0000 N

JUNCTION BOX, JB-27

4954-0401 P8 Each 1.0000 N Proj

ELECTRICAL SERVICE, TYPE A , WITH TAG LABEL

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-2805 P Each 4.0000 N

VEHICULAR SIGNAL HEAD, THREE 8" SECTIONS

0955-3208 P Each 8.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 6.0000 N

July 16, 2026 10:37:48 AM Page 23 of 222

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3210 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS

0955-3722 P Each 4.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0500 P Each 4.0000 N

PEDESTRIAN PUSH BUTTON

4956-0801 P Each 1.0000 N Proj

OPTICAL PREEMPTION SYSTEM (TOMAR STROBCOM II)

0958-0041 P, Q Each 1.0000 N

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

0958-0042 P, Q Each 1.0000 N

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

0962-1000 O Linear Foot 13,910.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 13,096.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 38,498.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1006 O Linear Foot 10,602.0000 N

6" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1061 O3 Each 7.0000 N

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

0962-1062 O3 Each 8.0000 N

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

0963-0001 O2, O3 Square Foot 41,176.0000 N

PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 6.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0001 O Linear Foot 13,345.0000 N

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 13,467.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 2,799.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0008 O Linear Foot 3,037.0000 N

8" WHITE EPOXY PAVEMENT MARKINGS

July 16, 2026 10:37:48 AM Page 24 of 222

0964-0023 O Linear Foot 653.0000 N

6" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS

0964-0026 O Linear Foot 354.0000 N

24" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS

0964-0036 O Linear Foot 270.0000 N

24" YELLOW EPOXY TRANSVERSE PAVEMENT MARKINGS

0964-0152 O3 Each 2.0000 N WHITE EPOXY LEGEND, "RR CROSSING", 6' - 6", 12' LANE WIDTH (INCLUDES "X", "RR", AND 2 TRANSVERSE BANDS)

0964-0222 O3 Each 11.0000 N

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

0964-0224 O3 Each 21.0000 N

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

0964-0228 O3 Each 2.0000 N

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

0964-0230 O3 Each 3.0000 N

WHITE EPOXY LEGEND, "WRONG WAY ARROW" , 23'-0"

0964-0255 O3 Linear Foot 60.0000 N WHITE EPOXY LEGEND, "YIELD LINE" , 12" X 18" TRIANGLE, (MIN 6 TRIANGLES PER LINE)

0966-0014 O1 Each 44.0000 N

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

0966-0015 O1 Each 67.0000 N

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

0966-0017 O1 Each 6.0000 N

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

0966-0018 O1 Each 170.0000 N

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

0966-0300 O1 Each 147.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL WITHOUT REPLACEMENT

0970-0001 R Each 3.0000 N

REMOVE POST MOUNTED SIGNS, TYPE A

0971-0001 R Each 13.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0972-0001 R Each 6.0000 N

REMOVE POST MOUNTED SIGNS, TYPE C

0975-0001 R Each 5.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1001-1140 K Cubic Yard 12.0000 N

CLASS C CEMENT CONCRETE

July 16, 2026 10:37:48 AM Page 25 of 222

1018-0001 T1 Lump Sum 1.0000 N

REMOVAL OF EXISTING BRIDGE

1018-0070 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING CULVERT

1018-0071 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING CULVERT

1019-0050 K2 Square Yard 1,874.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE)

5201-1300 P1, P2, P4, P5 Each 1.0000 N Proj

ITS DEVICE FIELD ENCLOSURE, POLE MOUNT , WITH COMBINAITON LOCK

1201-3100 P1, P2, P3, P4, P5 Lump Sum 1.0000 N

ITS DEVICE TESTING, COMPLETE, NO FACTORY DEMONSTRATION TEST

1202-0001 P5 Lump Sum 1.0000 N

ATMS ITS DEVICE INTEGRATION

5204-0100 P4 Linear Foot 2,460.0000 N Proj

STANDARD FIBER OPTIC CABLE 12 STRAND

5210-0001 P1 Each 1.0000 N Proj

ITS CLOSED CIRCUIT TELEVISION, CAMERA SUBSYSTEM, POLE MOUNT POSITIONAL CCTV

1210-5100 P1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, CAMERA LOWERING DEVICE, EXTERNAL

1210-6400 P1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, POLE, 50-FOOT

1210-7100 P1, U1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, POLE FOUNDATION, CAISSON, 31-FOOT TO 50-FOOT POLE

1999-9999 Z Hour 5,000.0000 N Std

TRAINEES

E 8030-0001 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-38796

A 0203-0001 C Cubic Yard 92.0000 N

CLASS 1 EXCAVATION

A 0205-0264 C1 Cubic Yard 757.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

A 0212-0014 C3, H, M2 Square Yard 659.0000 N

GEOTEXTILE, CLASS 4, TYPE A

A 1002-0053 S7 Pound 224,230.0000 N

REINFORCEMENT BARS, EPOXY COATED

July 16, 2026 10:37:48 AM Page 26 of 222

A 1002-0220 S7 Pound 410.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 1005-1410 C6 Linear Foot 702.0000 N

MANDATORY PREDRILLING FOR DRIVEN PILES

A 1005-1480 X Each 2.0000 N

DYNAMIC PILE LOAD TEST

A 1005-2050 U Each 22.0000 N

STEEL HP14X117 PILE TIP REINFORCEMENT (HEAVY DUTY)

A 1005-2850 U Linear Foot 804.0000 N

STEEL HP14X117 PRODUCTION PILE, GALVANIZED

O 8000-0001 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 T Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

E 8600-0001 S5 Lump Sum 1.0000 N Std

SOLDIER PILE RETAINING WALL, AS DESIGNED, S-38797

A 1006-1010 U1 Linear Foot 78.0000 N

42" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL

A 1006-1090 U1 Linear Foot 20.0000 N

30" DIAMETER DRILLED CAISSONS, ROCK SOCKET

A 1006-1185 U1 Linear Foot 78.0000 N

36" PERMANENT CASING FOR DRILLED CAISSONS

A 9000-0052 C6 Linear Foot 147.0000 N Proj

EXPLORATORY AIRTRACK DRILLING

O 8610-0001 S5 Lump Sum 1.0000 N Std

RETAINING WALL, ALTERNATE WALL

O 8642-0001 S5 Lump Sum 1.0000 N Std

PREFABRICATED T-WALL RETAINING WALL SYSTEM

E 8600-0002 S5 Lump Sum 1.0000 N Std

SOLDIER PILE RETAINING WALL, AS DESIGNED, S-38798

A 1006-1010 U1 Linear Foot 84.0000 N

42" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL

A 1006-1091 U1 Linear Foot 25.0000 N

30" DIAMETER DRILLED CAISSONS, ROCK SOCKET

A 1006-1185 U1 Linear Foot 84.0000 N

36" PERMANENT CASING FOR DRILLED CAISSONS

A 9000-0053 C6 Linear Foot 147.0000 N Proj

EXPLORATORY AIRTRACK DRILLING

July 16, 2026 10:37:48 AM Page 27 of 222

O 8610-0002 S5 Lump Sum 1.0000 N Std

RETAINING WALL, ALTERNATE WALL

O 8642-0002 S5 Lump Sum 1.0000 N Std

PREFABRICATED T-WALL RETAINING WALL SYSTEM

9000-0004 C1 Cubic Yard 35.0000 N Std

SOLUTION CAVITY EXCAVATION

9000-0005 A Each 1.0000 N Proj

REMOVE PARCEL 1 SIGN

9000-0006 A Each 1.0000 N Proj

REMOVE PARCEL 1 POST MOUNTED SIGN

9000-0008 X Each 4.0000 N Proj

RELOCATE MAILBOX

9000-0009 H Linear Foot 225.0000 N Proj

14"X23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B HORIZONTAL, < 1.5' FILL, OPEN JOINT, 50 YEAR DESIGN

9000-0010 H Linear Foot 82.0000 N Proj

JACK AND BORE CONCRETE PIPE, 42"

9000-0011 H Linear Foot 67.0000 N Proj

JACK AND BORE CONCRETE PIPE, 48"

9000-0016 P8 Each 3.0000 N Proj

LIGHT POLE REMOVAL

9000-0017 B1 Dollar 50,000.0000 $1.00 Y Proj

MANAGEMENT OF ASBESTOS-CONTAINING MATERIAL ON BRIDGE COMPONENTS

9000-0018 B1 Lump Sum 1.0000 N Proj

ASBESTOS ABATEMENT OF BUILDINGS TO BE DEMOLISHED

9000-0050 C1 Cubic Yard 22.0000 N Proj

OVEREXCAVATION AND BACKFILL WITH CLASS C CEMENT CONCRETE

9000-0051 C6 Linear Foot 985.0000 N Proj

EXPLORATORY AIR TRACK DRILLING

9000-0060 M Cubic Yard 2,316.0000 N Proj

AMENDED SOIL

9000-0061 M Square Foot 8,376.0000 N Proj

PERMEABLE PAVERS

9000-0062 M2 Each 2.0000 N Proj

TRASH RACK

9000-0064 M Each 1,781.0000 N Proj

PLANTINGS-GRASS PLUGS

July 16, 2026 10:37:48 AM Page 28 of 222

9000-0065 M Each 96.0000 N Proj

PLANTINGS-SHRUBS

9000-0066 M Each 3.0000 N Proj

PLANTINGS-TREES

9000-0067 M2 Lump Sum 1.0000 N Proj

TEMPORARY COFFERDAM AND PUMP BYPASS SYSTEM

9000-0068 M2 Each 1.0000 N Proj

CLEANOUT STAKE

9000-0069 X Each 13.0000 N Proj

INFILTRATION TESTING

9000-0100 F, F3 Linear Foot 11,271.0000 N Proj

REMOVAL OF EXISTING RUMBLE STRIPS

9000-0101 J Linear Foot 4,975.0000 N Proj

REMOVE HIGH-TENSION CABLE BARRIER

9000-0102 J Each 2.0000 N Proj

TEMPORARY HIGH-TENSION CABLE BARRIER END ANCHOR TERMINAL

9000-0103 F1 Dollar 16,500.0000 $1.00 Y Proj

REPAIR OF DETOUR ROUTE

9000-0104 X Lump Sum 1.0000 N Proj

VIDEO LOG OF DETOUR ROUTE

9000-0105 J Linear Foot 4,975.0000 N Proj

RESET HIGH-TENSION CABLE BARRIER

9000-0130 P1, P4 Linear Foot 980.0000 N Proj

TRENCH AND BACKFILL, TYPE I, EXTRA DEPTH

9000-0131 P1, P4 Each 2.0000 N Proj

FIBER OPTIC PATCH PANEL

9000-0133 P1, P4 Dollar 15,000.0000 $1.00 Y Proj

UTILITY COMPANY SERVICES

9000-0135 P1, P4 Linear Foot 130.0000 N Proj

CONDUIT SLEEVE, 6" HDPE

9000-0136 P1, P4 Each 1.0000 N Proj

ITS SYSTEM - COMMUNICATION SERVICE CONNECTION, TYPE 4

9000-0137 P1, P4 Each 6.0000 N Proj

COMPOSTE COMMUNICATIONS JUNCTION BOX, WITH LID LABEL

9000-0200 H Linear Foot 1,833.0000 N Proj

12" C150 DUCTILE IRON PIPE

9000-0201 H Linear Foot 2,165.0000 N Proj

EXISTING 12" WATERLINE (TO BE ABANDONED)

July 16, 2026 10:37:48 AM Page 29 of 222

9000-0203 H Each 2.0000 N Proj

12" SOLID SLEEVE COUPLING

9000-0204 H Each 6.0000 N Proj

12" MECHANICAL JOINT 45-DEGREE ELBOW WITH THRUST BLOCK

9000-0205 H Each 1.0000 N Proj

FIRE HYDRANT

9000-0206 H Linear Foot 204.0000 N Proj

1-1/2" WATER SERVICE LINE

9000-0207 H Each 1.0000 N Proj

WATER METER VAULT

9000-0208 H Each 4.0000 N Proj

12" MECHANICAL JOINT 22.5-DEGREE ELBOW WITH THRUST BLOCK

9000-0209 H Each 2.0000 N Proj

12"X12"X12" MECHANICAL JOINT TEE WITH THRUST BLOCK

9000-0210 H Each 2.0000 N Proj

12" MECHANICAL JOINT RESTRAINED END CAP WITH THRUST BLOCK

9000-0211 H Each 2.0000 N Proj

12" MECHANICAL JOINT 11.25-DEGREE ELBOW WITH THRUST BLOCK

9000-0212 H Each 3.0000 N Proj

12" MECHANICAL JOINT GATE VALVE

9000-0221 H Linear Foot 3,582.0000 N Proj

FURNISH AND INSTALL 6-INCH PA-12 GAS MAIN, VALVES AND COUPLINGS

9000-0222 ZZ Linear Foot 20.0000 N Proj

FURNISH AND INSTALL 6-INCH STEEL GAS MAIN

9000-0223 ZZ Each 10.0000 N Proj

FURNISH AND INSTALL 6-INCH PA-12 FITTINGS

9000-0224 ZZ Each 4.0000 N Proj

FURNISH AND INSTALL 6-INCH PA-12 TO 6-INCH STEEL WELDED TRANSITION FITTING

9000-0225 ZZ Each 2.0000 N Proj

FURNISH AND INSTALL 6-INCH PA-12 BALL VALVE AND VALVE BOX

9000-0226 ZZ Each 2.0000 N Proj

FURNISH AND INSTALL STEEL WELDED 6-INCH TAPPING/STOPPING TEE

9000-0227 ZZ Each 1.0000 N Proj

FURNISH AND INSTALL PURGE OUTLET 2-INCH TO 6-INCH MAIN

9000-0228 ZZ Each 2.0000 N Proj

FURNISH AND INSTALL 4-INCH TO 6-INCH STEEL REDUCER

9000-0229 ZZ Linear Foot 10.0000 N Proj

July 16, 2026 10:37:48 AM Page 30 of 222

FURNISH AND INSTALL 4-INCH STEEL GAS MAIN

9000-0230 ZZ Each 2.0000 N Proj

FURNISH AND INSTALL STEEL WELDED 4-INCH TAPPING/STOPPING TEE

9000-0231 ZZ Each 2.0000 N Proj

FURNISH AND INSTALL PURGE OUTLET 2-INCH TO 4-INCH MAIN

9000-0232 ZZ Linear Foot 562.0000 N Proj

FURNISH AND INSTALL 12-INCH STEEL CASING PIPE

9000-0233 ZZ Each 2.0000 N Proj

SOUTH END ANODES AND RECONNECTION

9000-0234 ZZ Each 2.0000 N Proj

TWO (2) 6-INCH GAS MAINS - PIGGING, GASSING, PURGING AND TESTING

9000-0301 P Each 2.0000 N Proj

DIGITAL WAVE RADAR ADVANCE DETECTOR

9000-0302 P Each 4.0000 N Proj

DIGITAL WAVE RADAR INTERSECTION PRESENCE DETECTOR

9000-0303 P Each 2.0000 N Proj

LED LUMINAIRE, ARM MOUNT, 250 WATT EQUIVALENT

9000-0304 P Each 1.0000 N Proj

TRAFFIC SIGNAL ASSET MANAGEMENT SYSTEM TSAMS UPDATE

9000-0305 P Linear Foot 395.0000 N Proj

SIGNAL CABLE 14 AWG - 9 CONDUCTOR

9000-0306 P Each 1.0000 N Proj

JUNCTION BOX 17"X30"

9000-0307 P Lump Sum 1.0000 N Proj

RELOCATE EXISTING BROADBAND WIRELESS RADIO

9000-0351 Q Dollar 180,000.0000 $1.00 Y Proj

DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING)

9000-1000 C1 Each 48.0000 N Proj

TEST HOLES FOR UTILITY VERIFICATION

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9490-0001 F3 Square Yard 42,748.0000 N Proj

REMOVAL OF EXISTING ASPHALT SURFACE COURSE, INCLUDING TRANSITIONS

July 16, 2026 10:37:48 AM Page 31 of 222

9491-0012 F3 Square Yard 1,140.0000 N Proj

MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR, INCLUDING

TRANSITIONS

9516-0001 G1 Cubic Yard 6.0000 N Proj

ADDITIONAL DEPTH CONCRETE FOR PAVEMENT PATCHING

9935-0001 R Square Foot 12.0000 N Proj

POST MOUNTED SIGNS, TYPE F, 2"X60" RED REFLECTIVE PANEL

9937-0001 O2 Each 17.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT WHITE, 4"

9937-0002 O2 Each 8.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT YELLOW, 4"

9937-0330 R Each 6.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, COMMUNICATION CABLE MARKER

9937-0331 R Each 6.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, PENNDOT ELECTRIC CABLE MARKER

July 16, 2026 10:37:48 AM Page 32 of 222

SPECIAL PROVISIONS

Special Provision: 00 - a00001 SEPARATE NPDES PERMIT REQUIREMENTS Addendum:

Action:

Item(s) Associated:

Header:

SEPARATE NPDES PERMIT REQUIREMENTS

Provision Body:

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

Project Specific Details:

Special Provision: 00 - a00001 WORK WITHIN TEXAS EASTERN RIGHT-OF-WAY Addendum:

WORK WITHIN TEXAS EASTERN RIGHT-OF-WAY

Provision Body:

When completing the required work for the project within the Texas Eastern Gas Transmission easements, follow the attachment entitled

"Enbridge Crossing and Encroachment Guide and Requirements", dated 10/04/2023 provided by Enbridge (Parent Company of Texas

Eastern) for compaction equipment limitations, excavation, blasting, placement of fence and guide rail posts, vibratory rolling, crossing of the easement with construction equipment, stock piling of material and the installation maintenance and removal of E&E BMPs.

Special Provision: 00 - a00002 ENVIRONMENTAL RESOURCE AVOIDANCE

July 16, 2026 10:37:48 AM Page 33 of 222

Environmental Resource Avoidance

Provision Body:

The active farm property located in the northeast quadrant of the proposed interchange (identified as Parcel 5 on the Construction Plans) has been identified as being eligible for listing in the National Register of Historic Places. Install temporary protective fence (as shown on Sheets 32-34 and 42 of the E&S Plan) to avoid and minimize impacts to this historic farm property. Further, do not stage, store, stockpile, or waste construction materials or equipment on this property beyond the required right-of-way or temporary construction easement without the written approval of the District Environmental Manager. Such approval will require the completion of supplemental Section 4(f) documentation.

Special…