840747padot75976.pdf

PROPOSAL Report - Project 75976

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PROPOSAL REPORT

Project: 75976 Bid

Package: 1

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

Version: Current Addendum

Count: 0

District: 04 County: Susquehanna

SR/SEC/

Group ID: 81/590/---

Description I-81 Exit 219

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 - CONSTRUCTION RESTRICTIONS 00 - a00002 CONSTRUCTION REQUIREMENTS/REQUIREMENTS - PERMITS G401A - a00002 - ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G4010C - a00003 - REQUIRED NOTIFICATIONS G4011B - a00004- CONSTRUCTION/HOLIDAY RESTRICTIONS G100B - a00005 STATE POLICE FOR CONSTRUCTION ASSISTANCE 00 - a00006 - COOPERATION AND COORDINATION BETWEEN CONTRACTORS 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 ... 73 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 - ROAD USER LIQUIDATED DAMAGES (RULD) G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 - WORKER PROTECTION AND INVESTMENT N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW

P1061D - b01062 - ELECTRONIC SUBMISSION OF MATERIAL CERTIFICATIONS THROUGH

ECMS

P1062D - b01063 - ELECTRONIC SUBMISSION OF MATERIAL CERTIFICATIONS THROUGH

ECMS FOR LUMP SUM COMPONENT ITEMS

00 - b02031 - SECTION 203.3(a) CONSTRUCTION 00 - b02061 - SECTION 206.3(a) CONSTRUCTION S41331A - b04133 - SECTION 413.3(h)1.a PLACING S41332A - b04134 - SECTION 413.3(k)1.a GENERAL S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b08011 - SECTION 801.3(a) CONSTRUCTION 00 - b08031 - SECTION 803.3(a) CONSTRUCTION S9013A - b09013 - SECTION 901.3(k) WORK AREA PAVEMENT MARKINGS

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00 - b12012 - SECTION 1201 - ITS DEVICES - GENERAL 00 - c01800 CIS - 6" PVC PIPE (SCHEDULE 40) 00 - c01802 CIS - PRECAST REINFORCED CONCRETE BOX CULVERT/INLET & OUTLET

SECTIONS

00 - c01803 CIS - PREFORMED DRAIN I44204A - c02040 - ITEM 4204-0100 - CLASS 3 EXCAVATION FOR DISTRIBUTION OF

STOCKPILED MATERIAL

I50268B - c02059 ITEM 4205-0268 SELECTED BORROW EXC. ROCK, CLASS R-8, CHOKED W/

ROCK, CLASS R-4 & STREAMBED

00 - c06052 - ITEM 4605-2620 - TYPE D-W ENDWALL NON-STANDARD DIMENSIONS 00 - c06052 - ITEM 4605-2681 - TYPE D-W ENDWALL FOR 72" PIPE WITH SPLASH BLOCKS I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c06230 - ITEM 4623-0052 - SINGLE FACE CONCRETE BARRIER TEMPORARY 00 - c06230 - ITEMS 4623-0303 & 4623-0402 - CONCRETE BARRIER, F-SHAPE CAST-IN-PLACE. 106 00 - c06273 - ITEMS 4627-3019 & 4627-3092 - TEMPORARY BARRIER INCLUDE DRAINAGE

SLOTS

00 - c06283 - ITEMS 4628-3019 & 4628-3092 - RESET TEMPORARY BARRIER INCLUDE

DRAINAGE SLOTS

00 - c08040 - ITEM 4804-0033 - FORMULA W WETLAND CONSERVATION MIX, INCLUDING

MULCH AND SCARIFICATION

00 - c08751 - ITEM 4875-0001 - CONCRETE OUTLET STRUCTURE MODIFIED TOP UNIT 00 - c09010 - ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c09012 - ITEM 4901-0027 - DUST CONTROL PALLIATIVES DETOUR 00 - c09102 - ITEM 4910-2014 - 20-FOOT BRACKET ARM, TEMPORARY 00 - c09105 - ITEM 4910-5500 - BURIED CABLE AND CONDUIT MARKER WITH LABELS 00 - c09107 - ITEM 4910-7020 - COMPLETE POWER SUPPLY SYSTEM WITH STEP UP

TRANSFORMER

00 - c09302 - ITEM 4930-0004 - POST MOUNTED SIGNS, TYPE A EXTRUDED ALUMINUM 00 - c09342 - ITEM 4934-0002 - POST MOUNTED SIGNS, TYPE E EXTRUDED ALUMINUM 00 - c09581 - ITEM 4958-0041 - TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED

SUPPORTS (4 OR MORE APPROACHES)

00 - c10180 - ITEM 1018-0001 - REMOVAL OF EXISTING BRIDGE 00 - c10180 - ITEM 1018-0060 - REMOVAL OF EXISTING CULVERT 00 - c10180 - ITEM 1018-0070 - REMOVAL OF PORTION OF EXISTING CULVERT 00 - c10410 - ITEM 1041-0010 - SCARIFICATION, 1/4 IN DEPTH 00 - c12011 - ITEM 5201-1300 - ITS FIELD ENCLOSURE, POLE MOUNT, FOR ANCILLARY

EQUIPMENT

00 - c12100 - ITEM 5210-0001 - ITS CLOSED CIRCUIT TV, CAMERA SUBSYSTEM, POLE MOUNT

WITH T-1 INTEGRATION

00 - c12111 - ITEM 5211-0001 - PORTABLE CLOSED CIRCUIT TV (PCCTV) W/ TELECOM

RETAINED BY THE DEPARTMENT

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00 - c12301 - ITEM 5230-4650 - ITS CHANGEABLE MESSAGE SIGN, 18" TEXT, FRONT ACCESS, 30-DEG TYPE A

I19992A - c19992 - ITEM 1999-9999 - TRAINEES I80041A - c80041 - ITEM 8030-0001/8000-0001/8100-0001 - AS-DESIGNED OR ALTERNATE

BRIDGE STRUCTURE, S-37456

00 - c80042 - PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS FOR

BRIDGES

I80141A - c80141 - ITEMS 8510-0100/0101/0102 - AS-DESIGNED or ALTERNATE CULVERTS 00 - c80142 - PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS FOR

CULVERTS

00 - c90001 - ITEM 9000-0001 - GEOSYNTHETIC REINFORCED SOIL (GRS) SLOPE & SOIL NAIL

WALL SYSTEM

00 - c90002 - ITEM 9000-0002 - SOIL NAIL WALL 00 - c90006 - ITEM 9000-0006 - WASTE MANAGEMENT PLAN AND HEALTH AND SAFETY PLAN . 148 I99007A - c90007 ITEM 9000-0007 - STORED AND PLACED STREAMBED MATERIAL 00 - c90010 - ITEM 9000-0010 - CONTAMINATED GROUNDWATER TREATMENT AND

DISPOSAL

00 - c90010 ITEM 9000-1914 - SCM AS-BUILT SURVEY, DRAWINGS AND CERTIFICATION 00 - c90016 - ITEM 9000-0016 - VIDEO LOG OF DETOUR ROUTE 00 - c90017 - ITEM 9000-0017 - REPAIR OF DETOUR ROUTE 00 - c90019 - ITEM 9000-0019 - INCIDENT MANAGEMENT TRUCK AND TRAILER 00 - c90020 - ITEM 9000-0020 - INCIDENT RESPONSE AND FLAGGING OF TRAFFIC TO

EMERGENCY DETOUR ROUTES

00 - c90021 - ITEM 9000-0021 - CLASS 1 TOW TRUCK, ON CALL 00 - c90022 - ITEMS 9000-0022/0023 - CLASS 2 TOW AND ROLLBACK TRUCKS, ON CALL 00 - c90025 - ITEM 9000-0025 - TEMPORARY RESET STRUCTURE MOUNTED SIGN ON POSTS. 170 00 - c90100 - ITEM 9000-0100 - DRAWDOWN WELL 00 - c90101 - ITEM 9000-0101 - OVER-EXCAVATION AND BACKFILLING UNDER FOUNDATIONS. 172 00 - c90102 - ITEM 9000-0102 - INSTALL 4” DIAMETER MAINTAINABLE WEEP HOLE I90151B - c90150 - ITEM 9000-0151 - UNFORESEEN BRIDGE REPAIRS 00 - c90165 - ITEM 9000-0165 - CONFIRMATION SAMPLING 00 - c90170 - ITEM 9000-0170 - DISPOSAL OF PETROLEUM CONTAMINATED MATERIAL 00 - c90175 - ITEM 9000-0175 - BACKHOE TEST PIT FOR ENVIRONMENTAL 00 - c90203 - ITEM 9000-0203 - REMOVAL OF SANITARY SEWER MANHOLE CONCRETE PAD... 178 00 - c90516 - ITEM 9000-0516 - ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A , 17

1/4" DEPTH

00 - c90600 - ITEM 9000-0600 - PIPE INSPECTION 00 - c90601 - ITEM 9000-0601 - JACK AND BORE OF 72" REINFORCED CONCRETE PIPE

CULVERT

00 - c90605 - ITEM 9000-0605 - INLET CAP 00 - c90607 - ITEMS 9000-0616 & 9000-0617 - CONCRETE END SECTIONS FOR HORIZONTAL

ELLIPTICAL PIPES

00 - c90801 - ITEM 9000-0801 - AMENDED SOILS

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00 - c90840 - ITEM 9000-0840 - WEIGHTED SEDIMENT FILTER TUBE, 18" DIAMETER 00 - c90861 - ITEM 9000-0861 - INLET FILTER BAG FOR TYPE D-H INLET 00 - c90862 - ITEM 9000-0862 - CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE D-

H INLET

00 - c90905 - ITEM 9000-0905 - 44-WATT LED UNDERPASS LUMINAIRE, WALL MOUNT 00 - c90906 - ITEMS 9000-0906 AND 9000-0907 - LED LUMINAIRE, ARM MOUNT 00 - c90908 - ITEM 9000-0908 - SURFACE MOUNTED 16"X16"X8" JUNCTION BOX 00 - c90909 - ITEMS 9000-0909 & 9000-1206 - POWER SERVICES FOR LIGHTING AND ITS 00 - c90937 - ITEM 9000-0937 - FLEXIBLE DELINEATOR POST - STORMWATER CONTROL

MEASURE (SCM)

00 - c90940 - ITEMS 9000-0940 & 9000-0941 - RED & YELLOW REFLECTIVE SIGN POST

STRIPS

I64A - c90985 ITEMS 9000-0985 thru 0987 - RECESSED WET-REFLECTIVE POLYUREA

PAVEMENT MARKINGS

I63A - c90988 ITEMS 9000-0988 thru 0990 - RECESSED WET-REFLECTIVE TAPE PAVEMENT

MARKINGS

00 - c91200 - ITEM 9000-1200 - REMOVAL OF EXISTING CAMERA, POLE, CABINET AND

FOUNDATION

00 - c91201 - ITEM 9000-1201 - FIELD ETHERNET SWITCH 00 - c91203 - ITEM 9000-1203 - 35 FOOT WOODEN POLE ASSEMBLY 00 - c91204 - ITEM 9000-1204 - ITS COMPLETE POWER SUPPLY SYSTEM 00 - c91205 - ITEM 9000-1205 - TESTING COMPLETE POWER SUPPLY SYSTEM 00 - c91207 - ITEM 9000-1207 - TRANSFORMER ASSEMBLY 00 - c91208 - ITEM 9000-1208 - SPEED DETECTOR ASSEMBLY FOR SPEED FEEDBACK

DISPLAY

00 - c91500 - ITEM 9000-1500 - RELOCATE EXISTING LIGHT POLE 00 - c91501 - ITEM 9000-1501 - RELOCATE PRIVATE UNDERGROUND ELECTRIC LINES 00 - c91751 - ITEM 9000-7151 - SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, 4

1/4" DEPTH

00 - c91904 - ITEM 9000-1904 - INFILTRATION TESTING 00 - c91910 - ITEM 9000-1910 - SANDBAG COFFERDAM 00 - c91911 - ITEM 9000-1911 - RAMP G STREAM DIVERSION 00 - c91912 - ITEM 9000-1912 - DIVERSION DIKE SYSTEM 00 - c91913 - ITEM 9000-1913 - SCM MAINTENANCE AND INSPECTION 00 - c92300 - ITEM 9000-2300 - CULVERT BOTTOM SLAB SURFACE PREPARATION, HYDRODEMOLITION

00 - c92500 - ITEM 9000-2500 - REPAIR DETERIORATED CONCRETE 00 - c95004 - ITEMS 9000-5004-5007 - CONTAMINATED MATERIALS HANDLING I68C - c95101 - ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c95103 - ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

I54A - c96170 ITEM 9000-6170 – PORTLAND CEMENT CONCRETE PAVEMENT TRAINING

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I10421B - c97150 - ITEM 9000-7150 - MEASUREMENT OF VERTICAL CLEARANCES I2032D - c992030 - ITEM 9203-0100 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-37453

I2032D - c992031 - ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-37455

I2032D - c992032 - ITEM 9203-0102 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-37456

00 - c992033 - ITEM 9203-0103 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

00 - c99696 -ITEM 9000-7152 - REPAIR TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V

(STANDARD), TEST LEVEL 3

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BID PACKAGE SUMMARY

Project: 75976 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 10/01/2026 11:00:00 AM Project Cost Range: $45,000,000.00 - $49,999,999.99 Anticipated NTP: 11/16/2026 Structure Work: 26.00%

Required Completion: 09/06/2032 DBE: 0% Wage Rates: Yes

Description:

Scope of work involves reconstruction of the I-81 Exit 219 interchange (Gibson) including relocation of the SB off-ramp (Ramp H), reconstruction and geometry improvement of the remaining existing ramps, shoulder improvement and mill and overlay, SR 848 widening and reconstruction and SR 2081 and T-561 reconstruction. Structure and Geotech scope includes replacement of the SR 848 over SR 0081 bridge (S-37456), replacement of the Ramp G culvert (S-37453), construction of a new Ramp H culvert (S-37454), extension of the existing SR 848 culvert (S-37455), GRS Slope, Soil Nails and Rock Fill slopes. Traffic will be maintained using staged construction including temporary signals at the bridge approaches. Also includes new signing, pavement markings, highway lighting, ITS devices, utility relocations, replacement or upgrade of drainage (including 72” jack and bore across I-81) and barrier protection and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE SR 81, SECTION 590, in SUSQUEHANNA COUNTY, HARFORD AND NEW MILFORD TOWNSHIPS from approximately

0.7 miles south of SR 848 at NB/SB segment 2184/2185 offset 0978/1008 to approximately 0.8 miles north of SR 848 at NB/SB segment 2200/2201 offset 0856/0944.

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

0203-0001 C Cubic Yard 106,549.0000 N

CLASS 1 EXCAVATION

0203-0005 C1 Cubic Yard 3,340.0000 N

CLASS 1C EXCAVATION

0203-0006 G4 Linear Foot 5,130.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 4,063.0000 N

CLASS 2 EXCAVATION

4204-0100 C1, S1, T1 Cubic Yard 221.0000 N Std

CLASS 3 EXCAVATION FOR DISTRIBUTION OF STOCKPILED MATERIAL

0204-0150 C1, H, S Cubic Yard 3.0000 N

CLASS 4 EXCAVATION

0205-0264 C1 Cubic Yard 18,118.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0266 C1 Cubic Yard 303.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-6

4205-0268 C1 Cubic Yard 523.0000 N Std SELECTED BORROW EXCAVATION ROCK, CLASS R-8 , CHOKED WITH ROCK, CLASS R-4 AND STREAMBED MATERIAL

0208-0001 C Hour 200.0000 N

SPECIAL ROLLING

0212-0001 C3, H, M2 Linear Foot 24,849.0000 N

GEOTEXTILE, CLASS 1

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0212-0014 C3, H, M2 Square Yard 54,581.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 10,018.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0213-0002 Z Dollar 5,000.0000 $1.00 Y

TEMPORARY PROJECT AIR POLLUTION CONTROL

0220-0020 K1 Cubic Yard 323.0000 N

FLOWABLE BACKFILL, TYPE C

E 0303-0001 E Square Yard 19,874.0000 N

CEMENT TREATED PERMEABLE BASE COURSE, 4" DEPTH

O 0360-0001 E Square Yard 19,874.0000 N

ASPHALT TREATED PERMEABLE BASE COURSE, 4" DEPTH

0313-0420 E Square Yard 5,123.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0427 E Square Yard 265.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6 1/2"

DEPTH

0313-0531 E Square Yard 34,126.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 8 1/2"

0313-0535 E Square Yard 12,308.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 11 "

0313-0537 E Ton 433.0000 N

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

0313-0722 E Square Yard 3.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0350-0104 C, E Square Yard 23,131.0000 N

SUBBASE 4" DEPTH (NO. 2A)

0350-0106 C, E Square Yard 40,387.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 12,574.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0112 C, E Square Yard 83.0000 N

SUBBASE 12" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 167.0000 N

SUBBASE (NO. 2A)

0404-0012 X Dollar 30,000.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE B

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0405-0001 X Dollar 45,000.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0246 F Square Yard 4,770.0000 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-G

0413-0297 F Square Yard 17,179.0000 N

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

DEPTH, SRL-E

0413-0299 F Square Yard 7,642.0000 N

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

DEPTH, SRL-G

0413-0462 F Square Yard 3.0000 N

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

DEPTH, SRL-E

0413-1022 F Ton 80.0000 N

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

MM MIX, SRL-G

0413-2072 F Ton 712.0000 N

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

MM MIX, SRL-G

0413-2130 F Ton 2,531.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64E-22, >/= 30 MILLION ESALS, 9.5 MM

MIX, SRL-E

0413-2132 F Ton 1,021.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64E-22, >/= 30 MILLION ESALS, 9.5 MM

MIX, SRL-G

0413-6045 F Square Yard 6,476.0000 N

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

0413-6095 F Square Yard 21,491.0000 N

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

0413-9999 X Dollar 163,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

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

DEMONSTRATION PLACEMENT

0419-0200 F Square Yard 43,210.0000 N

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

12.5 MM MIX, 2" DEPTH, SRL-E

0419-0202 F Square Yard 17,387.0000 N

12.5 MM MIX, 2" DEPTH, SRL-G

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0419-0210 F Ton 1,428.0000 N

12.5 MM MIX, SRL-G

0419-0216 F Square Yard 456.0000 N

9.5 MM MIX, 1 1/2" DEPTH, SRL-E

0419-0288 F Square Yard 13,715.0000 N

STONE MATRIX ASPHALT MIXTURE DESIGN WITH UP TO 10 PERCENT RAP, WEARING COURSE, PG 64E-22, LTS

ACCEPTANCE 9.5 MM MIX, 1 1/2" DEPTH, SRL-G

0460-0001 F4 Square Yard 456.0000 N

ASPHALT TACK COAT

0460-0003 F4 Square Yard 222,436.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0014 F3 Square Yard 1,870.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0015 F3 Square Yard 42,645.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 3" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 42.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0501-0032 G Square Yard 19,940.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 10" DEPTH

0501-0750 G, G1 Each 14.0000 N

TESTS FOR DEPTH

0503-0001 G1, K2 Square Yard 19,940.0000 N

PROTECTIVE COATING FOR CEMENT CONCRETE PAVEMENTS AND SHOULDERS

0515-0001 G1, G4 Linear Foot 18,541.0000 N

SAWING AND SEALING OF ASPHALT OVERLAYS

0601-0352 H Linear Foot 143.0000 N

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

0601-0400 H Linear Foot 19.0000 N

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

0601-0402 H Linear Foot 68.0000 N

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

0601-0406 H Linear Foot 24.0000 N

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

E 0601-0493 H Linear Foot 268.0000 N 18" CORRUGATED POLYETHYLENE (PE) CULVERT PIPE, GROUP V, 7'-2.5' FILL, SHORE/TRENCH BOX

O 0601-4683 H Linear Foot 268.0000 N

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18" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, POLYMER COATED, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE, SHORE/TRENCH BOX

E 0601-0495 H Linear Foot 67.0000 N 24" CORRUGATED POLYETHYLENE (PE) CULVERT PIPE, GROUP V, 7'-2.5' FILL, SHORE/TRENCH BOX

O 0601-4715 H Linear Foot 67.0000 N

24" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, POLYMER COATED, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE, 0601-0500 H Linear Foot 187.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0601-0947 H Linear Foot 309.0000 N 36" DUCTILE IRON PIPE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY MEASURES)

O 0601-2302 H Linear Foot 309.0000 N

36" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 10 GAGE, SHORE/TRENCH BOX, 100

YEAR DESIGN LIFE (WITH RESILIENCY MEASURES)

E 0601-0977 H Linear Foot 145.0000 N

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

O 0601-4479 H Linear Foot 145.0000 N

36" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 10 GAGE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0601-4715 H Linear Foot 32.0000 N

24" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, POLYMER COATED, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE, A 0616-0011 H Each 1.0000 N

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

O 0601-0495 H Linear Foot 32.0000 N 24" CORRUGATED POLYETHYLENE (PE) CULVERT PIPE, GROUP V, 7'-2.5' FILL, SHORE/TRENCH BOX

A 0616-1254 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 24" PIPE

0601-5901 H1 Linear Foot 877.0000 N

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

0601-5902 H1 Linear Foot 139.0000 N

CLEANING EXISTING PIPE CULVERTS, DIAMETERS OVER 36"

0601-6400 H Linear Foot 85.0000 N

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

DESIGN LIFE

0601-6447 H Linear Foot 18.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 2' - 1.5'

0601-6725 H Linear Foot 170.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 50 YEAR

August 25, 2026 07:47:01 AM Page 13 of 235

0601-6744 H Linear Foot 32.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B SHORE/TRENCH BOX HORIZONTAL, 7' - 3', 50 YEAR

E 0601-7313 H Linear Foot 183.0000 N

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

O 0601-0763 H Linear Foot 183.0000 N

18" DUCTILE IRON PIPE

O 0601-0400 H Linear Foot 183.0000 N

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

E 0601-7313 H Linear Foot 21.0000 N

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

A 0616-1202 H Each 2.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0601-9683 H Linear Foot 21.0000 N 18" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, POLYMER COATED, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

A 0616-0018 H Each 2.0000 N

STEEL END SECTION, METALLIC COATED, 14 GAGE FOR 18" PIPE

O 0601-0400 H Linear Foot 21.0000 N

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

A 0616-1252 H Each 2.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

0601-7409 H Linear Foot 14.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

RESILIENCY MEASURES)

E 0601-7411 H Linear Foot 648.0000 N

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

O 0601-0943 H Linear Foot 648.0000 N 18" DUCTILE IRON PIPE, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY MEASURES)

E 0601-7411 H Linear Foot 103.0000 N

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

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0601-0260 H Linear Foot 103.0000 N

18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY

MEASURES)

A 0616-1252 H Each 1.0000 N

0601-7417 H Linear Foot 11.0000 N

August 25, 2026 07:47:01 AM Page 14 of 235

24" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

E 0601-7417 H Linear Foot 181.0000 N

24" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

O 0601-0262 H Linear Foot 181.0000 N

24" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY

E 0601-7426 H Linear Foot 69.0000 N

30" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

O 0601-0263 H Linear Foot 69.0000 N

30" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY

0601-7441 H Linear Foot 25.0000 N

42" REINFORCED CONCRETE PIPE, TYPE A, 10' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

E 0601-7441 H Linear Foot 56.0000 N

42" REINFORCED CONCRETE PIPE, TYPE A, 10' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

O 0601-0265 H Linear Foot 56.0000 N

42" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY

E 0601-7511 H Linear Foot 85.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0601-0560 H Linear Foot 85.0000 N 18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

A 0616-1252 H Each 1.0000 N

0601-7708 H Linear Foot 205.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 7'- 3' FILL, SHORE/TRENCH BOX

E 0601-7709 H Linear Foot 454.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 10' - 7' FILL, SHORE/TRENCH BOX

O 0601-0500 H Linear Foot 454.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0601-7709 H Linear Foot 113.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 10' - 7' FILL, SHORE/TRENCH BOX

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

August 25, 2026 07:47:01 AM Page 15 of 235

O 0601-0500 H Linear Foot 113.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

A 0616-1252 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

E 0601-7709 H Linear Foot 888.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, 10' - 7' FILL, SHORE/TRENCH BOX

O 0601-0963 H Linear Foot 888.0000 N

18" DUCTILE IRON PIPE, SHORE/TRENCH BOX

O 0601-0500 H Linear Foot 888.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0601-7712 H Linear Foot 116.0000 N

21" REINFORCED CONCRETE PIPE, TYPE B, 7' - 3' FILL, SHORE/TRENCH BOX

A 0616-1203 H Each 1.0000 N

CONCRETE END SECTIONS FOR 21" PIPE

O 0601-0454 H Linear Foot 116.0000 N

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

A 0616-1253 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 21" PIPE

O 0601-4004 H Linear Foot 116.0000 N 21" CORRUGATED GALVANIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE, SHORE/TRENCH BOX

A 0616-0009 H Each 1.0000 N

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

E 0601-7717 H Linear Foot 237.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 10' - 7' FILL, SHORE/TRENCH BOX

O 0601-0502 H Linear Foot 237.0000 N

24" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0601-7717 H Linear Foot 81.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 10' - 7' FILL, SHORE/TRENCH BOX

A 0616-1204 H Each 1.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

O 0601-0502 H Linear Foot 81.0000 N

24" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

A 0616-1254 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 24" PIPE

E 0601-7725 H Linear Foot 52.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 7' - 3' FILL, SHORE/TRENCH BOX

O 0601-0504 H Linear Foot 52.0000 N

August 25, 2026 07:47:01 AM Page 16 of 235

30" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0601-7725 H Linear Foot 563.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 7' - 3' FILL, SHORE/TRENCH BOX

O 0601-0966 H Linear Foot 563.0000 N

30" DUCTILE IRON PIPE, SHORE/TRENCH BOX

O 0601-0504 H Linear Foot 563.0000 N

30" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0604-7313 H Linear Foot 94.0000 N

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

O 0604-0400 H Linear Foot 94.0000 N

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

0604-7509 H Linear Foot 1,670.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

E 0604-7709 H Linear Foot 145.0000 N 18" REINFORCED CONCRETE PIPE, TYPE B, (OPEN JOINT), 10' - 7' FILL, SHORE/TRENCH BOX

O 0604-0500 H Linear Foot 145.0000 N

18" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

E 0604-7716 H Linear Foot 71.0000 N 24" REINFORCED CONCRETE PIPE, TYPE B, (OPEN JOINT), 7' - 3' FILL, SHORE/TRENCH BOX

O 0604-0502 H Linear Foot 71.0000 N

24" PERFORATED THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, SHORE/TRENCH BOX

0605-1300 C1, H1 Each 7.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 6.0000 N

MANHOLE FRAME AND COVER

0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

4605-2620 K Each 7.0000 N Proj

TYPE D-W ENDWALL NON-STANDARD DIMENSIONS

0605-2640 K Each 3.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2642 K Each 1.0000 N

TYPE D ENDWALL FOR 24" PIPE

0605-2644 K Each 1.0000 N

TYPE D ENDWALL FOR 30" PIPE

0605-2664 K Each 3.0000 N

TYPE E-S ENDWALL FOR 18" PIPE

August 25, 2026 07:47:01 AM Page 17 of 235

0605-2676 K Each 2.0000 N

TYPE D-W ENDWALL FOR 36" PIPE

0605-2677 K Each 2.0000 N

TYPE D-W ENDWALL FOR 42" PIPE

0605-2681 K Each 1.0000 N

TYPE D-W ENDWALL FOR 72" PIPE

4605-2681 K Each 1.0000 N Proj

TYPE D-W ENDWALL FOR 72" PIPE WITH SPLASH BLOCKS

0605-2730 K Set 57.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 2.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2740 K Set 9.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2750 K Set 5.0000 N

TYPE D-H CONCRETE TOP UNIT AND GRATES

0605-2850 K Each 54.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2851 K Each 5.0000 N

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

0605-2854 K Each 5.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 5.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

0605-2862 K Each 3.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

0605-2882 K Each 5.0000 N

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

0605-3011 K Each 1.0000 N

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

0605-3021 K Each 3.0000 N

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

0605-3031 K Each 1.0000 N

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

0605-3032 K Each 1.0000 N

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

0605-3033 K Each 1.0000 N

TYPE 6 MANHOLE, STORM WATER, HEIGHT >20' AND < /= 30'

August 25, 2026 07:47:01 AM Page 18 of 235

0605-5720 K Set 2.0000 N

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

0605-5721 K Set 7.0000 N

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

0605-5731 K Set 2.0000 N TYPE C ALTERNATE CONCRETE TOP UNIT, 4" CURB HEIGHT, TYPE C FRAME AND BICYCLE SAFE GRATE

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 24,654.0000 N

6" PAVEMENT BASE DRAIN

0610-7003 H2 Linear Foot 15.0000 N

8" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 3.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0610-8000 H2 Linear Foot 1,257.0000 N

PREFABRICATED PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 180.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 615.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0050 H2 Each 15.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 15.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-1208 H Each 1.0000 N

CONCRETE END SECTIONS FOR 36" PIPE

0616-1251 H Each 3.0000 N

THERMOPLASTIC END SECTION FOR 15" PIPE

0616-1252 H Each 2.0000 N

0616-1258 H Each 2.0000 N

THERMOPLASTIC END SECTION FOR 36" PIPE

0618-0022 H Each 4.0000 N

August 25, 2026 07:47:01 AM Page 19 of 235

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0618-0024 H Each 2.0000 N

CONCRETE COLLAR FOR 24" PIPE EXTENSION

0618-0029 H Each 2.0000 N

CONCRETE COLLAR FOR 42" PIPE EXTENSION

0619-0450 J3 Each 2.0000 N

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

0619-0459 J1, J3 Each 7.0000 N

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

0619-0703 J1, J3 Each 2.0000 N

QUADGUARD M WIDE, TEST LEVEL 3

0619-0741 J3 Each 1.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE V, TEST LEVEL 2, 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 9,797.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0872 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1600 J Linear Foot 12,950.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 175.0000 N

TYPE 31-S GUIDE RAIL WITH 8' EXTRA LENGTH POSTS

0620-1645 J Linear Foot 50.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1660 J Each 11.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 3.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 2.0000 N

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

0620-2011 J Each 2.0000 N

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

0620-2013 J Each 2.0000 N

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

0620-2040 J Each 1.0000 N

W-BEAM TERMINAL CONNECTOR

August 25, 2026 07:47:01 AM Page 20 of 235

4623-0052 J1 Linear Foot 780.0000 N Proj

SINGLE FACE CONCRETE BARRIER TEMPORARY

0623-0275 J1 Linear Foot 954.0000 N

REMOVAL OF EXISTING CONCRETE MEDIAN BARRIER

0623-0285 J1 Linear Foot 150.0000 N

REMOVAL OF EXISTING SINGLE FACE CONCRETE BARRIER

0623-0303 J1 Linear Foot 377.0000 N

CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT

4623-0303 J1 Linear Foot 371.0000 N Proj

CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT CAST-IN-PLACE

0623-0402 J1 Linear Foot 1,325.0000 N

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

4623-0402 J1 Linear Foot 293.0000 N Proj

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

0623-0424 J1 Each 2.0000 N

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

HEIGHT

0623-0502 J1 Each 1.0000 N

TRANSITION, CONCRETE MEDIAN BARRIER, F-SHAPE, 32" TO 50" HEIGHT, PRECAST, 12'-0" LENGTH

0624-0102 J2 Linear Foot 10,124.0000 N

RIGHT-OF-WAY FENCE FABRIC, TYPE 2

0624-0275 A, J2 Linear Foot 8,508.0000 N

REMOVAL OF EXISTING RIGHT-OF-WAY FENCE

0624-0301 J2 Each 23.0000 N

END POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0401 J2 Each 117.0000 N

CORNER POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0501 J2 Each 16.0000 N

PULL POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0601 J2 Each 509.0000 N

LINE POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0745 J2 Each 2.0000 N

VEHICULAR GATE FOR TYPE 2 RIGHT-OF-WAY FENCE, 15-FOOT OPENING

4627-3019 J1 Linear Foot 18,360.0000 N Proj TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1' INCLUDE DRAINAGE SLOTS

4627-3092 J1 Linear Foot 1,320.0000 N Proj TEMPORARY BARRIER, CONCRETE GLARE SCREEN, PLATE, F-SHAPE (PENNDOT) INCLUDE DRAINAGE SLOTS

August 25, 2026 07:47:01 AM Page 21 of 235

4628-3019 J1 Linear Foot 38,928.0000 N Proj RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1' INCLUDE DRAINAGE SLOTS

4628-3092 J1 Linear Foot 3,480.0000 N Proj RESET TEMPORARY BARRIER, CONCRETE GLARE SCREEN, PLATE, F-SHAPE (PENNDOT) INCLUDE DRAINAGE SLOTS

0630-0021 K Linear Foot 56.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0041 K Linear Foot 1,643.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 505.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

0641-0005 K Square Yard 92.0000 N

PLAIN CEMENT CONCRETE CURB GUTTER

0643-0010 J1 Linear Foot 187.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0643-0030 J1 Linear Foot 220.0000 N

TEMPORARY SINGLE FACE CONCRETE BARRIER, STRUCTURE MOUNTED, 42" HEIGHT

0660-0005 F3 Linear Foot 29,792.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 11.0000 N

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

0697-0610 J1 Each 29.0000 N

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

0703-0020 C1, H Cubic Yard 9,431.0000 N

NO. 1 COARSE AGGREGATE

0703-0024 C1, H Cubic Yard 523.0000 N

NO. 2A COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 31.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 11,525.0000 N

TOPSOIL FURNISHED AND PLACED

0803-0001 C1, M Cubic Yard 1,091.0000 N

PLACING STOCKPILED TOPSOIL

August 25, 2026 07:47:01 AM Page 22 of 235

0804-0025 M3 Pound 70.0000 N

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

0804-0026 M3 Pound 187.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

0804-0027 M3 Pound 1,982.0000 N

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

0804-0028 M3 Pound 271.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA N CONSERVATION MIX, INCLUDING MULCH

0804-0030 M3 Pound 65.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 189.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

4804-0033 M3 Pound 2.0000 N Proj

SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH AND

SCARIFICATION

0804-0051 ZZ Acre 135.0000 N

MOWING

0806-0112 M2 Square Yard 30,109.0000 N

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

0806-0113 M2 Square Yard 48,790.0000 N

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

0806-0121 M2 Square Yard 4,070.0000 N

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

0806-0141 M2 Square Yard 815.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5B

0806-0142 M2 Square Yard 107.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5C

0811-0003 J2, M Linear Foot 4,810.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 20,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 16.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0031 C1 Cubic Yard 6.0000 N

ROCK, CLASS R-3

0850-0032 C1 Cubic Yard 1,099.0000 N

ROCK, CLASS R-4

August 25, 2026 07:47:01 AM Page 23 of 235

0850-0033 C1 Cubic Yard 227.0000 N

ROCK, CLASS R-5

0850-0034 C1 Cubic Yard 346.0000 N

ROCK, CLASS R-6

0850-0035 C1 Cubic Yard 90.0000 N

ROCK, CLASS R-7

0851-0003 C1 Square Yard 256.0000 N

ROCK APRON

0855-0003 M2 Each 10.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 10.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0856-0001 C1 Each 23.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0860-0000 M2 Each 49.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 7.0000 N

INLET FILTER BAG FOR TYPE S INLET

0860-0002 M2 Each 9.0000 N

INLET FILTER BAG FOR TYPE C INLET

0860-0010 M2 Each 13.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET

0860-0011 M2 Each 1.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE S INLET

0867-0012 M2 Linear Foot 1,622.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 4,282.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 1,140.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0867-0032 C1, H, M2 Linear Foot 1,804.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0871-0001 C1, H Each 4.0000 N

CONCRETE ANTI-SEEP COLLAR

4875-0001 C1, H Each 2.0000 N Proj

CONCRETE OUTLET STRUCTURE MODIFIED TOP UNIT

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

August 25, 2026 07:47:01 AM Page 24 of 235

4901-0027 Q Gallon 19,000.0000 N Proj

DUST CONTROL PALLIATIVES DETOUR

0901-0120 Q Each 2.0000 N

SPEED DISPLAY SIGN

0901-0203 Q Each 2.0000 N

ARROW PANEL

0901-0231 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 300.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 32,819.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0321 O Linear Foot 32,542.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0324 O Linear Foot 128.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 61,670.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 22,911.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0332 O Linear Foot 8,811.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 345.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0460 Q Each 5.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0002 C1, P8 Each 68.0000 N

JUNCTION BOXES J.B.-2

E 0910-0332 P8 Each 39.0000 N

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

O 0910-1132 P8 Each 39.0000 N

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

E 0910-0333 P8 Each 2.0000 N

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

O 0910-1133 P8 Each 2.0000 N

August 25, 2026 07:47:01 AM Page 25 of 235

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

E 0910-0350 P8 Each 1.0000 N

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

O 0910-1150 P8 Each 1.0000 N

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

E 0910-0352 P8 Each 12.0000 N

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

O 0910-1152 P8 Each 12.0000 N

ALUMINUM LIGHTING POLE WITH 20-FOOT BRACKET ARM (40-FOOT MOUNTING HEIGHT) TYPE S

4910-2014 P8 Each 4.0000 N Proj

20-FOOT BRACKET ARM , TEMPORARY

0910-4110 P8 Linear Foot 16,728.0000 N

AWG 2/0 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4113 P8 Linear Foot 23,904.0000 N

AWG 2 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4115 P8 Linear Foot 18,752.0000 N

AWG 6 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-4117 P8 Linear Foot 48.0000 N

AWG 10 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5053 C1, P8 Linear Foot 275.0000 N

1-1/2" DIRECT BURIAL CONDUIT

0910-5055 C1, P8 Linear Foot 16,709.0000 N

2" DIRECT BURIAL CONDUIT

0910-5171 C1, P8 Linear Foot 10.0000 N

1" EXPOSED CONDUIT

0910-5175 C1, P8 Linear Foot 128.0000 N

2" EXPOSED CONDUIT

0910-5400 C1, P8 Linear Foot 439.0000 N

CONDUIT SLEEVE

0910-5500 C1, P8 Each 5.0000 N

BURIED CABLE AND CONDUIT MARKER

4910-5500 C1, P8 Each 34.0000 N Proj

BURIED CABLE AND CONDUIT MARKER WITH LABELS

0910-6000 C1, P8 Linear Foot 10,536.0000 N

TRENCH

4910-7020 P8 Each 2.0000 N Proj

COMPLETE POWER SUPPLY SYSTEM WITH STEP UP TRANSFORMER

August 25, 2026 07:47:01 AM Page 26 of 235

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

4930-0004 R Square Foot 714.0000 N Proj

POST MOUNTED SIGNS, TYPE A EXTRUDED ALUMINUM

0930-0101 R Pound 4,538.0000 N

STEEL S OR W BEAM POSTS

0930-0110 R Each 12.0000 N

BREAKAWAY SYSTEM REPLACEMENT

0931-0001 R Square Foot 388.0000 N

POST MOUNTED SIGNS, TYPE B

0932-0001 R Square Foot 484.0000 N

POST MOUNTED SIGNS, TYPE C

0933-0001 R Square Foot 5.0000 N

POST MOUNTED SIGNS, TYPE D

4934-0002 R Square Foot 80.0000 N Proj

POST MOUNTED SIGNS, TYPE E EXTRUDED ALUMINUM

0935-0001 R Square Foot 371.0000 N

POST MOUNTED SIGNS, TYPE F

0935-0400 P8 Each 1.0000 N

FLASHING WARNING SIGNS

0937-0104 J, R Each 73.0000 N

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

0937-0106 J, R Each 138.0000 N

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

0937-0112 J, R Each 73.0000 N

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

0937-0113 J, R Each 138.0000 N

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

0937-0117 J, R Each 6.0000 N

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

0937-0118 J, R Each 11.0000 N

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

0937-0121 J, R Each 6.0000 N

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

0937-0122 J, R Each 11.0000 N

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

0937-0199 J1, R Each 15.0000 N

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

August 25, 2026 07:47:01 AM Page 27 of 235

0937-0200 J1, R Each 228.0000 N

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

0937-0201 J1, R Each 172.0000 N

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

0937-0213 J1, R Each 338.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE WZ, (O/B)

0937-0215 J1, R Each 11.0000 N

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

0937-0216 J1, R Each 11.0000 N

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

0937-0320 R Each 28.0000 N

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

0937-0330 R Each 61.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0331 R Each 6.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0333 R Each 13.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/BLANK SHEETING

0940-0001 R Each 4.0000 N

RESET POST MOUNTED SIGNS, TYPE A

0941-0001 R Each 23.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0942-0002 R Each 6.0000 N

RESET POST MOUNTED SIGNS, TYPE C

0944-0003 R Each 9.0000 N

RESET POST MOUNTED SIGNS, TYPE E

0954-0151 C1, P8 Linear Foot 6,448.0000 N

TRENCH AND BACKFILL, TYPE I

4958-0041 P, Q Each 1.0000 N Proj

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

CONTROLLER CABINETS

0958-0221 P, Q Each 1.0000 N

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

0960-0021 O2 Linear Foot 235.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 911.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

August 25, 2026 07:47:01 AM Page 28 of 235

0960-0102 O2 Each 1.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "STOP", 8' - 0"

0960-0224 O2 Each 3.0000 N

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

0962-1000 O Linear Foot 6,912.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 234.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 7,496.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0001 O2, O3 Square Foot 129.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 91,857.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 35,427.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0008 O2, O3 Linear Foot 11,585.0000 N

8" PAVEMENT MARKING REMOVAL

0964-0230 O3 Each 6.0000 N

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

0970-0001 R Each 4.0000 N

REMOVE POST MOUNTED SIGNS, TYPE A

1006-1005 U1 Linear Foot 628.0000 N

36" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL

1018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE

1018-0060 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING CULVERT

1018-0070 C1, T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING CULVERT

1041-0010 F3, S2 Square Yard 767.0000 N Proj

SCARIFICATION, 1/4" DEPTH

1042-0001 S3 Square Yard 154.0000 N

LATEX MODIFIED CONCRETE WEARING SURFACE, 1 1/4" DEPTH

1091-0331 K1 Linear Foot 12.0000 N

EPOXY INJECTION CRACK SEAL

5201-1300 P1, P2, P4, P5 Each 3.0000 N Proj

ITS DEVICE FIELD ENCLOSURE, POLE MOUNT , FOR ANCILLARY EQUIPMENT

August 25, 2026 07:47:01 AM Page 29 of 235

1201-3000 P1, P2, P3, P4, P5 Lump Sum 1.0000 N

ITS DEVICE TESTING, COMPLETE

1204-0100 P4 Linear Foot 885.0000 N

STANDARD FIBER OPTIC CABLE

1204-0400 P4 Each 2.0000 N

CELLULAR MODEM

5210-0001 P1 Each 1.0000 N Proj

ITS CLOSED CIRCUIT TELEVISION, CAMERA SUBSYSTEM, POLE MOUNT WITH T-1 INTEGRATION

1210-5000 P1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, CAMERA LOWERING DEVICE, INTERNAL

1210-6800 P1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, POLE, 70-FOOT

1210-7200 P1, U1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, POLE FOUNDATION, CAISSON, 51-FOOT TO 70-FOOT POLE

5211-0001 P1 Each 1.0000 N Proj

PORTABLE CLOSED CIRCUIT TELEVISION (PCCTV) CAMERA SUBSYSTEM WITH TELECOMMUNICATIONS RETAINED BY

THE DEPARTMENT

5230-4650 P3 Each 2.0000 N Proj

ITS CHANGEABLE MESSAGE SIGN, 18" TEXT, FRONT-ACCESS, 30-DEG TYPE A

1999-9999 Z Hour 7,000.0000 N Std

TRAINEES

E 8030-0001 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-37456

A 1002-0053 S7 Pound 364,939.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0138 S7 Each 62.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 4 REINFORCEMENT BARS, EPOXY COATED

A 1002-0140 S7 Each 632.0000 N

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

A 1002-0142 S7 Each 200.0000 N

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

A 1002-0146 S7 Each 11.0000 N

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

A 1002-0155 S7 Each 22.0000 N

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

A 1002-0156 S7 Each 22.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 9 REINFORCEMENT BARS, EPOXY COATED

August 25, 2026 07:47:01 AM Page 30 of 235

A 1002-0158 S7 Each 19.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 11 REINFORCEMENT BARS, EPOXY COATED

A 1002-0220 S7 Pound 522.0000 N

STAINLESS STEEL REINFORCEMENT BARS

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 8510-0100 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT, AS DESIGNED, S-37453

A 1002-0053 S7 Pound 1,356.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0010 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT

O 8520-0020 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

E 8510-0101 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT, AS-DESIGNED, S-37454

A 1002-0053 S7 Pound 1,219.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0011 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT

O 8520-0021 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

E 8510-0102 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT, AS DESIGNED, S-37455

A 1002-0053 S7 Pound 8,244.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8510-0012 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT

O 8520-0022 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT

9000-0001 C3, C5, S5 Lump Sum 1.0000 N Proj

GEOSYNTHETIC REINFORCED SOIL (GRS) SLOPE & SOIL NAIL WALL SYSTEM

9000-0002 C5, S5 Lump Sum 1.0000 N Proj

SOIL NAIL WALL

9000-0006 X Lump Sum 1.0000 N Proj

August 25, 2026 07:47:01 AM Page 31 of 235

WASTE MANAGEMENT PLAN AND HEALTH AND SAFETY PLAN

9000-0007 C1 Cubic Yard 221.0000 N Std

STORED AND PLACED STREAMBED MATERIAL

9000-0010 C1, V2 Dollar 150,000.0000 $1.00 Y Proj

CONTAMINATED GROUNDWATER TREATMENT AND DISPOSAL

9000-0016 X Lump Sum 1.0000 N Proj

VIDEO LOG OF DETOUR ROUTE

9000-0017 C1, F1 Dollar 25,000.0000 $1.00 Y Proj

REPAIR OF DETOUR ROUTE

9000-0019 Q Each 1.0000 N Proj

INCIDENT MANAGEMENT TRUCK AND TRAILER

9000-0020 Q Dollar 25,000.0000 $1.00 Y Proj

INCIDENT RESPONSE AND FLAGGING OF TRAFFIC TO DESIGNATED EMERGENCY DETOUR ROUTES

9000-0021 Q Call 100.0000 N Proj

CLASS 1 TOW TRUCK, ON CALL

9000-0022 Q Call 30.0000 N Proj

CLASS 2 TOW TRUCK, ON CALL

9000-0023 Q Call 60.0000 N Proj

ROLLBACK TRUCK, ON CALL

9000-0025 R Each 1.0000 N Proj

TEMPORARY RESET STRUCTURE MOUNTED SIGN ON POSTS

9000-0100 S Lump Sum 1.0000 N Proj

DRAWDOWN WELL

9000-0101 C1 Cubic Yard 44.0000 N Proj

OVER-EXCAVATION AND BACKFILLING UNDER FOUNDATIONS

9000-0102 T7 Each 16.0000 N Proj

INSTALL 4" DIAMETER MAINTAINABLE WEEP HOLE

9000-0151 S2 Dollar 10,000.0000 $1.00 Y Std

UNFORESEEN BRIDGE REPAIRS

9000-0165 X Each 15.0000 N Proj

CONFIRMATION SAMPLING

9000-0170 C1, V2 Ton 40.0000 N Proj

DISPOSAL OF PETROLEUM CONTAMINATED MATERIAL

9000-0175 C1, V2 Each 4.0000 N Proj

BACKHOE TEST PIT FOR ENVIRONMENTAL

9000-0203 C1, K Each 1.0000 N Proj

REMOVAL OF SANITARY SEWER MANHOLE CONCRETE PAD

August 25, 2026 07:47:01 AM Page 32 of 235

9000-0516 G1 Square Yard 124.0000 N Proj

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 17 1/4" DEPTH

9000-0600 H, H1 Linear Foot 1,016.0000 N Proj

PIPE INSPECTION

9000-0601 H Lump Sum 1.0000 N Proj

JACK AND BORE OF 72" REINFORCED CONCRETE PIPE CULVERT

9000-0605 H, K Each 30.0000 N Proj

INLET CAP

9000-0616 H Each 2.0000 N Proj

CONCRETE END SECTION FOR 14"X23" HORIZONTAL ELLIPTICAL PIPE

9000-0617 H Each 2.0000 N Proj

CONCRETE END SECTION FOR 19"X30" HORIZONTAL ELLIPTICAL PIPE

9000-0801 M2, M3 Cubic Yard 899.0000 N Proj

AMENDED SOILS

9000-0840 M2 Linear Foot 510.0000 N Proj

WEIGHTED SEDIMENT…