850100padot107495.pdf

PROPOSAL REPORT

Project: 107495 Bid Package: 1

Current Let: 12/10/2026 11:00:00 AM Version: Current

Addendum Count: 0

District: 04 County: Luzerne

SR/SEC/Group ID: 80/311/---

Description I-80 Eastbound Reconstruction

PROPOSAL Report - Project 107495

Page 1 of 264October 15, 2026 14:17:21 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 7

PROJECT ITEMS AND QUANTITIES 8

SPECIAL PROVISIONS 44

00 - a00001 CONSTRUCTION REQUIREMENTS 44 00 - a00002 - BED MIX 53 00 - a00003 - Pennsylvania Tourism Signing Trust Service Signs 54 G4010C - a00004 REQUIRED NOTIFICATIONS 54 00 - a00005 - STATE POLICE FOR CONSTRUCTION ASSISTANCE 55 00 - a00006 - CONCRETE PAVEMENT DISPOSAL 55 00 - a00008 Contractor Notifications and Special Bidding Requirements 56 00 - a00009 PILOT OF MODULUS VERIFICATION USING ROLLER MAPPING OF PAVEMENT

FOUNDATION LAYERS 56

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 58 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 59 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 60 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 67 C173B - a00173 CHANGES TO SPECIFICATIONS: SECTION 106 72 G211A - a00211 MANDATORY PRE-BID CONFERENCE 76 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 76 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 78 G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS 78 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 79 G1001B - a01001 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 79

G1601A - a01601 E.E.O. COVERED AREA 80 G2302A - a02302 Worker Protection and Investment 81 G4011B - a04011 CONSTRUCTION/HOLIDAY RESTRICTIONS 82 N10501B - a10501 BRIDGE SHOP DRAWINGS 83 N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES 83 N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW 84

S41331A - b04133 SECTION 413.3(h)1.a Placing 84 S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 85 S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 86 S9013A - b09013 SECTION 901.3(k) Work Area Pavement Markings 86 00 - b1201 - SECTION 1201 - ITS DEVICES - GENERAL 87 00 - c0201 ITEM 4201-0001 - CLEARING AND GRUBBING WITH RESTRICTIONS 87 00 - c0204 ITEM 4204-0100 CLASS 3 EXCAVATION FOR DISTRIBUTION OF STOCKPILED

MATERIAL 88

00 - c0205 ITEM 4205-0267 SELECTED BORROW EXCAVATION ROCK, CLASS R-7, CHOKED

WITH R-3 89

Page 2 of 264October 15, 2026 14:17:21 PM

00 - c0205 ITEM 4205-0268 SELECTED BORROW EXCAVATION ROCK, CLASS R-8, CHOKED

WITH R-4 90

00 - c0413 ITEM 4413-6055 - SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, SRL-H 90

00 - c0601 ITEM 4601-0400/0402 – THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL, TEMPORARY 91

00 - c0601 ITEM 4601-0404 - 30" THERMOPLASTIC PIPE, GROUP IV, 15'-2'

FILL WITH SANDBAG DAM, TEMPORARY 92

00 - c0601 ITEM 4601-7028/7059/7067/8047 - REINFORCED CONCRETE PIPE, TYPE A, 100

YEAR, JACKED PIPE 92

00 - c0601 ITEM 4601-7029/7044 REINF CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YR, SHORE/TRENCH BOX 95

00 - c0605 ITEM 4605-2740 – TYPE S CONCRETE TOP UNIT AND GRATE, TEMPORARY 95 00 - c0605 ITEM 4605-2850 - STANDARD INLET BOX, TEMPORARY 96 00 - c0608 ITEM 4608-0001 MOBILIZATION WITH MODIFIED PAYMENT SCHEDULE 96 I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 97 00 - c0610 ITEM 4610-0002/0003 - PIPE UNDERDRAIN TYPE I BACKFILL, IN BRUS 98 00 - c0618 ITEM 4618-0022/0024/0026/0028 – CONCRETE COLLAR FOR PIPE EXTENSION

WITHOUT ENDWALL 99

00 - c0623 ITEM 4623-0411/0412 - SINGLE FACE CONCRETE BARRIER, F-SHAPE, WITHOUT

FILL, WITH DRAINAGE SLOTS 100

00 - c0627 ITEM 4627-3019/3020/3050/3090/3092 - TEMPORARY BARRIER, WITH DRAINAGE

SLOTS 101

00 - c0628 ITEM 4628-3019/3020/3050/3090/3092 - RESET TEMPORARY BARRIER, WITH

DRAINAGE SLOTS 101

00 - c0804 ITEM 4804-0051 - MOWING WITH RESTRICTIONS 102 00 - c0808 ITEM 4808-0140/0141 - LIVE STAKES 103 00 - c0850 ITEM 4850-0031 – ROCK, CLASS R-3 CHOKED WITH NO. 1 COARSE AGGREGATE 103 00 - c0860 ITEM 4860-0010/0011 – CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR

TYPE M & S INLET WITH COMPOST 104

00 - c0901 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 105

00 - c0901 ITEM 4901-0320/0321/0330/0331/0332 - STANDARD PAVEMENT MARKINGS, PAINT

& BEADS, EPOXY 106

00 - c0910 ITEM 4910-5500 - BURIED CABLE AND CONDUIT MARKER WITH LABELS 107 00 - c0930 ITEM 4930-0004/4934-0002 - POST MOUNTED SIGNS, EXTRUDED ALUMINUM 108 00 - c0937 ITEM 4937-0339 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST PADOT ELEC MARKER 108

00 - c0941 ITEM 4941-0001/4945-0001 - RESET POST MOUNTED SIGNS, WITH

COORDINATION 109

00 - c0958 ITEM 4958-0121 – TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-

MOUNTED, INCLUDING RELOCATIONS 110

00 - c1018 ITEM 5018-0001 THROUGH 5018-0006 - REMOVAL OF EXISTING BRIDGE 110 00 - c1018 ITEM 5018-0060 - REMOVAL OF EXISTING CULVERT, S-40849 112 00 - c1018 ITEM 5018-0070 - REMOVAL OF PORTION OF EXISTING CULVERT, S-42874 112

Page 3 of 264October 15, 2026 14:17:21 PM

00 - c1201 ITEM 5201-1300 – ITS FIELD ENCLOSURE, POLE MOUNT, FOR ANCILLARY

EQUIPMENT 113

00 - c1204 ITEM 5204-0200 - OUTDOOR WIRELESS RADIO (WITH ANTENNA AND SURVEY) 114 00 - c1210 ITEM 5210-0001/0100 - ITS CLOSED CIRCUIT TELEVISION, CAMERA SUBSYSTEM, POLE/STRUCTURE MOUNT 115

00 - c1211 ITEM 5211-0001 – PORTABLE CCTV (PCCTV) CAMERA SUBSYSTEM, W/

TELECOMS RETAINED BY THE DEP'T 116

00 - c1220 ITEM 5220-2000 - ITS HIGHWAY ADVISORY RADIO, FLASHING BEACON

SUBSYSTEM, 12" BEACON, SOLAR 120

00 - c1230 ITEM 5230-4850 - ITS CHANGEABLE MESSAGE SIGN, 18" TEXT, WALK-IN, 30-

DEG, INCLUDES REMOVAL 120

I19992A - c19992 ITEM 1999-9999 TRAINEES 122 I80041A - c8000 ITEM 8030/8000/8100 BRIDGE STRUCTURE, AS-DESIGNED, S-402XX & S-

404XX, & ALTERNATES 124

00 - c8000 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-40259, S-40258, S-40413, S-40414 130 I80141A - c8001 ITEM 8510-0001 - PRECAST CONCRETE BOX CULVERT, AS DESIGNED, S-

42874 & ALTERNATE 131

00 - c8001 PART B – SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-42874 134 I80141A - c8002 ITEM 8550/8510/8430 PRECAST REINFORCED CONCRETE ARCH CULVERT, AS-DESIGNED, S-40XXX & ALTERNATE 136

00 - c8002 PART B - SPECIAL DRAWINGS AND DESIGN REQUIREMENTS, S-40400, S-40849, S-40355 139

00 - ITEM 9000-0001 - IMBRICATED STONE 141

00 - ITEM 9000-0002 – INCIDENT MANAGEMENT TRUCK AND TRAILER 143

00 - ITEM 9000-0003/0004 - TEMPORARY MEDIAN BARRIER GATE SYSTEM 145

00 - ITEM 9000-0005 SILICONE JOINT SEALING SYSTEM 146

00 - ITEM 9000-0006 - UNFORESEEN GUIDE RAIL REPAIRS OR REPLACEMENT 147

00 - ITEM 9000-0007 RELAP EXISTING GUIDE RAIL 148

00 - ITEM 9000-0008 TEMPORARY REMOVAL OF EXISTING RUMBLE STRIPS 149

00 - ITEM 9000-0009 – CLASS 1 TOW TRUCK, ON CALL 149

00 - ITEM 9000-0010/0011 – CLASS 2 TOW TRUCK/RAMP TRUCK, ON CALL 160

00 - ITEM 9000-0012 - FLEXIBLE CULVERT BAFFLES 162

00 - ITEM 9000-0013/0014/0043/0048/0054/0057/0060/0098/0099/0100 - REPAIR

DETERIORATED CONCRETE 163

00 - ITEM 9000-0015 - WEIGHTED SEDIMENT FILTER TUBE 165

00 - ITEM 9000-0016 - WETLAND PROTECTION MATTING 165

00 - ITEM 9000-0017 - UNFORESEEN ROADWAY REPAIRS 166

00 - ITEM 9000-0018 - COMPOST MATERIAL (NETTED OR OTHERWISE SECURED) 167

00 - ITEM 9000-0019 - TEMPORARY COFFERDAM 168

00 - ITEM 9000-0020 - TEMPORARY PUMPING BYPASS SYSTEM 169

00 - ITEM 9000-0021 INCIDENT RESPONSE AND FLAGGING OF TRAFFIC TO DESIGNATED

EMERGENCY DETOUR ROUTES 170

00 - ITEM 9000-0022 - TEMPORARY INLET CAP 172

00 - ITEM 9000-0023 – BASIN BOTTOM PLANTING SOIL MEDIA 172

Page 4 of 264October 15, 2026 14:17:21 PM

00 - ITEM 9000-0024 – BIORETENTION AREA PLANTINGS 173

00 - ITEM 9000-0025 – COMPOST AND SOIL AMENDMENT MEDIA 174

00 - ITEM 9000-0026 - EMERGENT WETLAND RESTORATION AREA PLANTINGS (PEM) 175

00 - ITEM 9000-0027 – PLANTING SOIL MEDIA 176

00 - ITEM 9000-0028 - SCM MARKER IDENTIFICATION STICKER 177

00 - ITEM 9000-0029 – EQUIPMENT PAD 178

00 - ITEM 9000-0030 - PIPE CONNECTION TO INLET BOX 179

00 - ITEM 9000-0031 – 24-HOUR SOLAR POWERED, DYNAMIC CURVE WARNING SYSTEM 179

00 - ITEM 9000-0032/0033 – LINEAR DELINEATION REFLECTIVE PANEL 181

I63A - ITEM 9000-0034/0035/0036/0037/0038/0039/0040 – RECESSED WET-REFLECTIVE TAPE

PAVEMENT MARKINGS 182

00 - ITEM 9000-0041 – AIDS TO NAVIGATION (ATON) PLAN 186

00 - ITEM 9000-0042 - VIDEO INSPECTION OF SANITARY SEWER 187

00 - ITEM 9000-0044/0046 - PILE EXTRACTION FOR EXISTING PILES 188

00 - ITEM 9000-0045 – SCM AS-BUILT SURVEY, DRAWINGS, AND CERTIFICATION 189

00 - ITEM 9000-0047 - TEMPORARY BRIDGE 191

00 - ITEM 9000-0049/0052/0055/0058/0061 – DEBRIS REMOVAL 195

00 - ITEM 9000-0050/0053/0056/0059/0062 - UNFORESEEN CULVERT REPAIRS 195

00 - ITEM 9000-0051/0063/0065/0067/0069/0071 - OVEREXCAVATION AND BACKFILLING WITH

COARSE AGGREGATE 197

00 - ITEM 9000-0064/0066/0068/0070/0072 CLASS C CEMENT CONCRETE, OVEREXCAVATION 198

00 - ITEM 9000-0073 – ACCESS ROAD GATE, 20' 199

00 - ITEM 9000-0074 - CAVC 392 WHITE HAVEN, LUZERNE COUNTY 200

00 - ITEM 9000-0075 - ROCK SLOPE CLEANING 204

00 - ITEM 9000-0076 – POTHOLE AND SHOULDER PATCHING 206

00 - ITEM 9000-0077 - GLOSSY BUCKTHORN INVASIVE SPECIES REMOVAL 208

00 - ITEM 9000-0078 – SELECTIVE TREE REMOVAL, AS DIRECTED 208

00 - ITEM 9000-0079 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2,

COMMUNICATION MARKER 209

00 - ITEM 9000-0080 – MAINTAINER PAD 210

00 - ITEM 9000-0081 – CMS VERIFICATION CAMERA 211

00 - ITEM 9000-0082 – WOODEN UTILITY POLE 212

00 - ITEM 9000-0083 - SPEED DETECTOR ASSEMBLY FOR SPEED FEEDBACK DISPLAY 213

00 - ITEM 9000-0084 - VARIABLE SPEED LIMIT SIGN 214

00 - ITEM 9000-0085 - ETHERNET CABLE 217

00 - ITEM 9000-0086 - FIELD ETHERNET SWITCH 217

00 - ITEM 9000-0087 – ITS POWER SERVICES 219

00 - ITEM 9000-0088 – LEASED COMMUNICATION COORDINATION SERVICES 220

00 - ITEM 9000-0089 - ROADWAY WEATHER INFORMATION SYSTEM (RWIS) 221

00 - ITEM 9000-0090 - SYSTEM SUPPORT EQUIPMENT 223

00 - ITEM 9000-0091 – CLEAN OUT 223

00 - ITEM 9000-0092 - TEMPORARY SUPPORT SYSTEM FOR EXISTING BOX CULVERT 224

00 - ITEM 9000-0093 – SWALE PLANTINGS 225

Page 5 of 264October 15, 2026 14:17:21 PM

00 - ITEM 9000-0094 - UNFORESEEN PIPE REPAIRS 226

00 - ITEM 9000-0095 – VFS PLANTINGS 227

00 - ITEM 9000-0096 - RESTORE EXISTING INLET AREA 228

00 - ITEM 9000-0097 - ITS FIELD ENCLOSURE, WOODEN UTILITY POLE MOUNT, FOR

COMMUNICATIONS COMPANY EQUIP 229

00 - ITEM 9000-0101 - CONCRETE BRIDGE DECK REPAIR, TYPE 2, USING RAPID SET

CONCRETE 230

00 - ITEM 9000-0102 - CONCRETE BRIDGE DECK REPAIR, TYPE 3, USING RAPID SET

CONCRETE 231

00 - ITEM 9000-0103 - TEMPORARY BEAM SUPPORT 232

00 - ITEM 9000-0104/0105/0106/0107/0108/0109/0110 - UNFORESEEN BRIDGE REPAIR 233

00 - Item 9000-0111/0112/0113/0114/0115 – POLYURETHANE BACKGROUTING, S-XXXXX 236

00 - ITEM 9000-0116 - SCRUB WETLAND RESTORATION AREA PLANTINGS (PSS) 238

00 - ITEM 9000-0117 - FORESTED WETLAND RESTORATION AREA PLANTINGS (PFO) 239

00 - ITEM 9000-0118/0119 ASPHALT OR CEMENT TREATED PERMEABLE BASE COURSE, 4”

DEPTH 240

I95000A - ITEM 9000-5000 - SNOWPOLE (ORANGE), 7' 0" 241

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

AGGREGATE 242

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

CONCRETE 243

I54A - ITEM 9000-6170 – PORTLAND CEMENT CONCRETE PAVEMENT TRAINING 244

I61A - ITEM 9000-6171 – CEMENT CONCRETE PAVEMENT RESTORATION TRAINING 246

I10421B - ITEM 9000-7150 - MEASUREMENT OF VERTICAL CLEARANCES 247

I9350B - ITEM 9000-9350/9351/9352 POST MOUNTED DELINEATOR (COLOR) SIGN, TYPE F,

HIGH INTENSITY 248

I2032D - t ITEM 9203-0101/0102 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 249

I2032D - t ITEM 9203-0103/0104 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 252

I2032D - t ITEM 9203-0105 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 254

I2032D - t ITEM 9203-0106 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 257

I2032D - t ITEM 9203-0107/0108 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 260

00 - t Item 9999-9001 - Life Cycle Cost Analysis (LCCA), C-Factor 263 00 - t ITEM 9999-9002 - A+Bx PROJECT COMPLETION 263

Page 6 of 264October 15, 2026 14:17:21 PM

BID PACKAGE SUMMARY

Project: 107495 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: Mandatory

408 Version: 2026-1

Scheduled Let: 12/10/2026 11:00:00 AM Project Cost Range: $150,000,000.00 - $174,999,999.99 Anticipated NTP: 01/25/2027 Structure Work: 25.00%

Required Completion: 05/20/2036 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: Scope of work includes 8.0 miles of I-80 eastbound reconstruction,1.6 miles of I-80 westbound reconstruction, 0.3 miles of SR 309 reconstruction at the I-80 interchange with the addition of traffic signals, ramp reconstruction at I-80 and SR 309, and eastbound rest area and ramp reconstruction at Mile 270. The project includes 4 structure replacements on I-80 EB, 3 structure replacements on I-80 WB, 5 culvert rehabilitations, roadway barrier upgrades, drainage updates, new signing and pavement markings, a new area-wide ITS system, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE I-80 / SR 309, SECTION 311, in LUZERNE COUNTY, BOROUGH OF WHITE HAVEN and BUTLER, DENNISON, AND FOSTER TOWSNHIPS from approximately 1.5 MILES WEST of SR 309 from I-80 EB/WB segment 2610/2605 offset 1248/0201 to approximately 0.1 MILES EAST of SR 940 from I-80 EB/WB segment 2724/2725 offset 0093/0570 and from approximately 0.4 MILES SOUTH of I-80 from SR 309 NB/SB segment 280/0281 offset 0639/0639 to approximately 0.3 MILES NORTH of I-80 from SR 309 segment 0290 offset 1652.

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.

Page 7 of 264October 15, 2026 14:17:21 PM

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING WITH RESTRICTIONS

0203-0001 C Cubic Yard 465,339.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 113,168.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 12,648.0000 N

CLASS 2 EXCAVATION

0204-0010 C1, H Linear Foot 880.0000 N

CLEANING EXISTING DITCHES EXCAVATION

0204-0100 C1, S1, T1 Cubic Yard 204.0000 N

CLASS 3 EXCAVATION

4204-0100 C1, S1, T1 Cubic Yard 1,066.0000 N Proj

CLASS 3 EXCAVATION FOR DISTRIBUTION OF STOCKPILED MATERIAL

0205-0001 C1 Cubic Yard 3,836.0000 N

COMMON BORROW EXCAVATION

0205-0263 C1 Cubic Yard 13,048.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0264 C1 Cubic Yard 22,807.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

4205-0267 C1 Cubic Yard 1,492.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-7 , CHOKED WITH R-3

4205-0268 C1 Cubic Yard 3,285.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-8 , CHOKED WITH R-4

0206-0010 C1 Ton 80.0000 N

SELECT GRANULAR MATERIAL (2RC)

0208-0001 C Hour 248.0000 N

SPECIAL ROLLING

0208-0002 C1 Cubic Yard 41,296.0000 N

EXCAVATION/BACKFILL/COMPACTION

0212-0001 C3, H, M2 Linear Foot 99,525.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 93,420.0000 N

GEOTEXTILE, CLASS 4, TYPE A

Page 8 of 264October 15, 2026 14:17:21 PM

0212-0016 C3, H, M2 Square Yard 497,040.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0220-0020 K1 Cubic Yard 243.0000 N

FLOWABLE BACKFILL, TYPE C

0310-0500 C1 Ton 100.0000 N

CALCIUM CHLORIDE

0313-0322 E Square Yard 1,200.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0420 E Square Yard 17,490.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0524 E Square Yard 97,025.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0350-0106 C, E Square Yard 18,370.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0107 C, E Square Yard 80,150.0000 N

SUBBASE 7" DEPTH (NO. 2A)

0350-0109 C, E Square Yard 56,895.0000 N

SUBBASE 9" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 879.0000 N

SUBBASE (NO. 2A)

0404-0010 X Dollar 200,000.0000 $1.00 Y

ASPHALT PAVEMENT RIDE QUALITY INCENTIVE, SCHEDULE A

0405-0001 X Dollar 60,000.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0193 F Square Yard 1,334.0000 N

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

DEPTH, SRL-G

0413-2085 F Ton 32.0000 N

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

MM MIX, SRL-E

0413-6045 F Square Yard 17,490.0000 N

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

DEPTH

4413-6055 F Square Yard 97,870.0000 N Proj

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

DEPTH , SRL-H

0413-7009 F Ton 76.0000 N

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

MIX

0413-9999 X Dollar 185,000.0000 $1.00 Y

Page 9 of 264October 15, 2026 14:17:21 PM

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

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

DEMONSTRATION PLACEMENT

0419-0264 F Square Yard 18,585.0000 N

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

9.5 MM MIX, 2" DEPTH, SRL-E

E 0419-0264 F Square Yard 235,388.0000 N

A 0313-0721 E Square Yard 235,388.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX, 3 1/2" DEPTH

A 0314-0107 E Square Yard 235,388.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 6" DEPTH

A 0350-0110 C, E Square Yard 274,577.0000 N

SUBBASE 10" DEPTH (NO. 2A)

A 0413-8084 F Square Yard 235,388.0000 N

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

A 0460-0003 F4 Square Yard 706,164.0000 N

ASPHALT TACK COAT (NTT/CNTT)

A 0660-0005 F3 Linear Foot 91,299.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

O 0530-0061 G, G1 Square Yard 235,063.0000 N

LONG-LIFE CONCRETE PAVEMENT, 13 1/2" DEPTH

A 0350-0106 C, E Square Yard 274,577.0000 N

SUBBASE 6" DEPTH (NO. 2A)

A 0503-0001 G1, K2 Square Yard 235,063.0000 N

PROTECTIVE COATING FOR CEMENT CONCRETE PAVEMENTS AND SHOULDERS

A 0504-0003 G1, G4 Linear Foot 228.0000 N

PAVEMENT RELIEF JOINT

A 0530-0751 G, G1 Each 171.0000 N

TESTS FOR DEPTH, MEASUREMENT BY NON-DESTRUCTIVE TESTING

A 0660-0010 F3 Linear Foot 91,294.0000 N

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

FREEWAYS

A 9000-0118 E Square Yard 235,063.0000 N Proj

ASPHALT TREATED PERMEABLE BASE COURSE, 4" DEPTH OR CEMENT TREATED PERMEABLE BASE COURSE, 4"

A 9000-6170 X Lump Sum 1.0000 N Std

Page 10 of 264October 15, 2026 14:17:21 PM

PORTLAND CEMENT CONCRETE PAVEMENT TRAINING

E 0419-0264 F Square Yard 54,500.0000 N

A 0313-0721 E Square Yard 54,500.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX, 3 1/2" DEPTH

A 0314-0107 E Square Yard 54,500.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 6" DEPTH

A 0350-0111 C, E Square Yard 64,690.0000 N

SUBBASE 11" DEPTH (NO. 2A)

A 0413-8084 F Square Yard 54,500.0000 N

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

A 0460-0003 F4 Square Yard 163,500.0000 N

A 0660-0005 F3 Linear Foot 19,232.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

O 0530-0062 G, G1 Square Yard 54,256.0000 N

LONG-LIFE CONCRETE PAVEMENT, 14" DEPTH

A 0350-0106 C, E Square Yard 64,690.0000 N

SUBBASE 6" DEPTH (NO. 2A)

A 0503-0001 G1, K2 Square Yard 54,256.0000 N

PROTECTIVE COATING FOR CEMENT CONCRETE PAVEMENTS AND SHOULDERS

A 0504-0003 G1, G4 Linear Foot 230.0000 N

PAVEMENT RELIEF JOINT

A 0530-0751 G, G1 Each 42.0000 N

TESTS FOR DEPTH, MEASUREMENT BY NON-DESTRUCTIVE TESTING

A 0660-0010 F3 Linear Foot 19,128.0000 N

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

FREEWAYS

A 9000-0119 E Square Yard 54,256.0000 N Proj

ASPHALT TREATED PERMEABLE BASE COURSE, 4" DEPTH OR CEMENT TREATED PERMEABLE BASE COURSE, 4"

0419-0287 F Square Yard 16,268.0000 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-H

0460-0003 F4 Square Yard 152,130.0000 N

0461-0001 F4 Square Yard 73,846.0000 N

ASPHALT PRIME COAT

Page 11 of 264October 15, 2026 14:17:21 PM

0491-0012 F3 Square Yard 134.0000 N

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

0491-0019 F3 Square Yard 27,473.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0507-0013 X Dollar 125,000.0000 $1.00 Y

CONCRETE PAVEMENT RIDE QUALITY INCENTIVE, TYPE 1

0516-2007 G1, G4 Linear Foot 6,916.0000 N

PATCHING JOINT

0516-2009 G1, G4 Linear Foot 4,643.0000 N

NEW PAVEMENT JOINT, NON-SKEWED

0516-2010 G1, G4 Linear Foot 2,273.0000 N

NEW PAVEMENT JOINT, SKEWED

0516-3036 G1 Square Yard 1,454.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 12" DEPTH

0530-9000 X Dollar 370,000.0000 $1.00 Y

LLCP CEMENTITIOUS CONTENT LOT INCENTIVE

4601-0400 H Linear Foot 2,265.0000 N Proj

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

E 0601-0400 H Linear Foot 233.0000 N

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

O 0604-7313 H Linear Foot 233.0000 N

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

O 0604-9363 H Linear Foot 233.0000 N 18" PERFORATED CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

4601-0402 H Linear Foot 540.0000 N Proj

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

E 0601-0402 H Linear Foot 698.0000 N

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

O 0601-7327 H Linear Foot 698.0000 N

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

O 0601-9365 H Linear Foot 698.0000 N 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

4601-0404 H Linear Foot 79.0000 N Proj

30" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL , TEMPORARY

E 0601-0404 H Linear Foot 1,531.0000 N

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

O 0601-7341 H Linear Foot 1,531.0000 N

Page 12 of 264October 15, 2026 14:17:21 PM

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

O 0601-9367 H Linear Foot 1,531.0000 N 30" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

E 0601-0406 H Linear Foot 347.0000 N

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

O 0601-9369 H Linear Foot 347.0000 N 36" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0601-7355 H Linear Foot 347.0000 N

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

E 0601-0407 H Linear Foot 398.0000 N

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

O 0601-9370 H Linear Foot 398.0000 N 42" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0601-7363 H Linear Foot 398.0000 N

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

E 0601-2823 H Linear Foot 185.0000 N 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0601-9363 H Linear Foot 185.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

E 0601-2825 H Linear Foot 56.0000 N 24" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

O 0601-9365 H Linear Foot 56.0000 N 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

E 0601-2847 H Linear Foot 205.0000 N 30" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

O 0601-9367 H Linear Foot 205.0000 N 30" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

E 0601-2849 H Linear Foot 28.0000 N 36" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

O 0601-9369 H Linear Foot 28.0000 N 36" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0601-5430 H, K1 Cubic Yard 46.0000 N

CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0601-5431 H, K1 Cubic Yard 26.0000 N

CLASS C CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0601-5901 H1 Linear Foot 7,750.0000 N

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

Page 13 of 264October 15, 2026 14:17:21 PM

0601-7016 H Linear Foot 1,120.0000 N

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

4601-7028 H Linear Foot 182.0000 N Proj 24" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE , JACKED PIPE

0601-7029 H Linear Foot 268.0000 N

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

4601-7029 H Linear Foot 135.0000 N Proj 24" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE , SHORE/TRENCH BOX

0601-7044 H Linear Foot 310.0000 N

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

4601-7044 H Linear Foot 411.0000 N Proj 30" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE , SHORE/TRENCH BOX

0601-7059 H Linear Foot 39.0000 N

36" REINFORCED CONCRETE PIPE, TYPE A, 20' - 2' FILL, 100 YEAR DESIGN LIFE

4601-7059 H Linear Foot 207.0000 N Proj 36" REINFORCED CONCRETE PIPE, TYPE A, 20' - 2' FILL, 100 YEAR DESIGN LIFE , JACKED PIPE

0601-7067 H Linear Foot 116.0000 N

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

4601-7067 H Linear Foot 146.0000 N Proj 42" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE , JACKED PIPE

0601-7511 H Linear Foot 2,578.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7519 H Linear Foot 1,190.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, 15' - 7' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7528 H Linear Foot 2,134.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7538 H Linear Foot 698.0000 N 36" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7542 H Linear Foot 95.0000 N 42" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7565 H Linear Foot 109.0000 N 72" REINFORCED CONCRETE PIPE, TYPE A, 15' - 1.5' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

4601-8047 H Linear Foot 411.0000 N Proj 30" REINFORCED CONCRETE PIPE, TYPE A, 40' - 1.5' FILL, 100 YEAR DESIGN LIFE , JACKED PIPE

E 0601-9363 H Linear Foot 18.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0009 H Each 1.0000 N

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

Page 14 of 264October 15, 2026 14:17:21 PM

O 0601-7313 H Linear Foot 18.0000 N

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

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0601-0400 H Linear Foot 18.0000 N

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

A 0616-1252 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

E 0601-9363 H Linear Foot 331.0000 N 18" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0009 H Each 6.0000 N

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

O 0601-2823 H Linear Foot 331.0000 N 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0602 H Each 6.0000 N

ALUMINUM ALLOY END SECTIONS, 16 GAGE, FOR 18" PIPE

E 0601-9365 H Linear Foot 162.0000 N 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0011 H Each 5.0000 N

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

O 0601-2825 H Linear Foot 162.0000 N 24" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0604 H Each 5.0000 N

ALUMINUM ALLOY END SECTIONS, 16 GAGE, FOR 24" PIPE

E 0601-9365 H Linear Foot 340.0000 N 24" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0011 H Each 4.0000 N

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

O 0601-7327 H Linear Foot 340.0000 N

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

A 0616-1204 H Each 4.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

O 0601-0402 H Linear Foot 340.0000 N

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

A 0616-1254 H Each 4.0000 N

THERMOPLASTIC END SECTION FOR 24" PIPE

E 0601-9367 H Linear Foot 70.0000 N

Page 15 of 264October 15, 2026 14:17:21 PM

30" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0013 H Each 2.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 30" PIPE

O 0601-7341 H Linear Foot 70.0000 N

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

A 0616-1206 H Each 2.0000 N

CONCRETE END SECTIONS FOR 30" PIPE

O 0601-0404 H Linear Foot 70.0000 N

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

A 0616-1256 H Each 2.0000 N

THERMOPLASTIC END SECTION FOR 30" PIPE

E 0601-9367 H Linear Foot 129.0000 N 30" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0013 H Each 4.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 30" PIPE

O 0601-2847 H Linear Foot 129.0000 N 30" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

A 0616-0701 H Each 4.0000 N

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

E 0601-9369 H Linear Foot 14.0000 N 36" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0015 H Each 1.0000 N

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

O 0601-7355 H Linear Foot 14.0000 N

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

A 0616-1208 H Each 1.0000 N

CONCRETE END SECTIONS FOR 36" PIPE

O 0601-0406 H Linear Foot 14.0000 N

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

A 0616-1258 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 36" PIPE

E 0601-9369 H Linear Foot 112.0000 N 36" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0015 H Each 3.0000 N

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

O 0601-2849 H Linear Foot 112.0000 N 36" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

Page 16 of 264October 15, 2026 14:17:21 PM

A 0616-0703 H Each 3.0000 N

ALUMINUM ALLOY END SECTIONS, 14 GAGE, FOR 36" PIPE

E 0601-9370 H Linear Foot 34.0000 N 42" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0016 H Each 1.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 42" PIPE

O 0601-7363 H Linear Foot 34.0000 N

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

A 0616-1209 H Each 1.0000 N

CONCRETE END SECTIONS FOR 42" PIPE

O 0601-0407 H Linear Foot 34.0000 N

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

A 0616-1259 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 42" PIPE

E 0601-9370 H Linear Foot 22.0000 N 42" CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0016 H Each 1.0000 N

STEEL END SECTION, METALLIC COATED, 16 GAGE FOR 42" PIPE

O 0601-2870 H Linear Foot 22.0000 N 42" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 12 GAGE

A 0616-0800 H Each 1.0000 N

ALUMINUM ALLOY END SECTIONS, 12 GAGE, FOR 42" PIPE

E 0604-0400 H Linear Foot 163.0000 N

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

O 0604-7313 H Linear Foot 163.0000 N

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

O 0604-9363 H Linear Foot 163.0000 N 18" PERFORATED CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0604-7055 H Linear Foot 202.0000 N 36" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 3' - 2' FILL, 100 YEAR DESIGN LIFE

0604-7056 H Linear Foot 250.0000 N 36" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 7' - 3' FILL, 100 YEAR DESIGN LIFE

E 0604-9363 H Linear Foot 60.0000 N 18" PERFORATED CORRUGATED ALUMINIZED STEEL PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

A 0616-0009 H Each 1.0000 N

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

O 0604-7313 H Linear Foot 60.0000 N

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

Page 17 of 264October 15, 2026 14:17:21 PM

A 0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0604-0400 H Linear Foot 60.0000 N

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

A 0616-1252 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

0605-1300 C1, H1 Each 10.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 5.0000 N

MANHOLE FRAME AND COVER

0605-2640 K Each 5.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2642 K Each 8.0000 N

TYPE D ENDWALL FOR 24" PIPE

0605-2644 K Each 14.0000 N

TYPE D ENDWALL FOR 30" PIPE

0605-2646 K Each 3.0000 N

TYPE D ENDWALL FOR 36" PIPE

0605-2654 K Each 1.0000 N

TYPE D-E ENDWALL FOR 24" PIPE

0605-2656 K Each 3.0000 N

TYPE D-E ENDWALL FOR 30" PIPE

0605-2658 K Each 2.0000 N

TYPE D-E ENDWALL FOR 36" PIPE

0605-2668 K Each 2.0000 N

TYPE E-S ENDWALL FOR 30" PIPE

0605-2670 K Each 1.0000 N

TYPE E-S ENDWALL FOR 36" PIPE

0605-2676 K Each 1.0000 N

TYPE D-W ENDWALL FOR 36" PIPE

0605-2677 K Each 1.0000 N

TYPE D-W ENDWALL FOR 42" PIPE

0605-2681 K Each 2.0000 N

TYPE D-W ENDWALL FOR 72" PIPE

0605-2730 K Set 37.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 3.0000 N

Page 18 of 264October 15, 2026 14:17:21 PM

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2740 K Set 63.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

4605-2740 K Set 16.0000 N Proj

TYPE S CONCRETE TOP UNIT AND GRATE , TEMPORARY

0605-2780 K Set 4.0000 N

TYPE M FRAME AND GRATE

0605-2850 K Each 79.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 16.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' , TEMPORARY

0605-2851 K Each 2.0000 N

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

0605-2854 K Each 21.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2855 K Each 1.0000 N

TYPE 4 INLET BOX, HEIGHT > 10' AND < /= 20'

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'

0605-3011 K Each 1.0000 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'

0605-3022 K Each 1.0000 N

TYPE 5 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-5700 K Set 6.0000 N

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

0605-5720 K Set 2.0000 N

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

4608-0001 X Lump Sum 1.0000 N Proj

MOBILIZATION WITH MODIFIED PAYMENT SCHEDULE

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

Page 19 of 264October 15, 2026 14:17:21 PM

0610-0002 H2 Linear Foot 12,708.0000 N

6" PIPE UNDERDRAIN TYPE I BACKFILL

4610-0002 H2 Linear Foot 3,476.0000 N Proj

6" PIPE UNDERDRAIN TYPE I BACKFILL , IN BRUS

4610-0003 H2 Linear Foot 65.0000 N Proj

8" PIPE UNDERDRAIN, TYPE I BACKFILL , IN BRUS

0610-1001 H2 Linear Foot 168.0000 N

6" PIPE UNDERDRAIN, TYPE II BACKFILL

0610-7002 H2 Linear Foot 86,266.0000 N

6" PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 551.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 3,351.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0050 H2 Each 130.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 130.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-1202 H Each 13.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

0616-1204 H Each 13.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

0616-1206 H Each 20.0000 N

CONCRETE END SECTIONS FOR 30" PIPE

0616-1208 H Each 10.0000 N

CONCRETE END SECTIONS FOR 36" PIPE

0616-1209 H Each 2.0000 N

CONCRETE END SECTIONS FOR 42" PIPE

4618-0022 H Each 6.0000 N Proj

CONCRETE COLLAR FOR 18" PIPE EXTENSION WITHOUT ENDWALL

4618-0024 H Each 5.0000 N Proj

CONCRETE COLLAR FOR 24" PIPE EXTENSION WITHOUT ENDWALL

4618-0026 H Each 9.0000 N Proj

CONCRETE COLLAR FOR 30" PIPE EXTENSION WITHOUT ENDWALL

4618-0028 H Each 3.0000 N Proj

CONCRETE COLLAR FOR 36" PIPE EXTENSION WITHOUT ENDWALL

0619-0459 J1, J3 Each 66.0000 N

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

Page 20 of 264October 15, 2026 14:17:21 PM

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-0500 J Linear Foot 1,425.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 51,544.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0872 J Each 3.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-0873 J Each 3.0000 N

BURIED-IN-BACKSLOPE TERMINAL, DOUBLE PANEL

0620-1600 J Linear Foot 58,437.0000 N

TYPE 31-S GUIDE RAIL

0620-1601 J Linear Foot 1,278.0000 N

TYPE 31-S GUIDE RAIL WITH 7' EXTRA LENGTH POSTS

0620-1602 J Linear Foot 422.0000 N

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

0620-1645 J Linear Foot 75.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1660 J Each 49.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 5.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 11.0000 N

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

0620-2011 J Each 6.0000 N

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

0620-2013 J Each 6.0000 N

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

0620-2040 J Each 1.0000 N

W-BEAM TERMINAL CONNECTOR

0623-0401 J1 Linear Foot 192.0000 N

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

0623-0402 J1 Linear Foot 445.0000 N

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

4623-0411 J1 Linear Foot 1,044.0000 N Proj SINGLE FACE CONCRETE BARRIER, F-SHAPE, 32" HEIGHT, WITHOUT FILL , WITH DRAINAGE SLOTS

0623-0412 J1 Linear Foot 36.0000 N

Page 21 of 264October 15, 2026 14:17:21 PM

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

4623-0412 J1 Linear Foot 756.0000 N Proj SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT, WITHOUT FILL , WITH DRAINAGE SLOTS

0623-0421 J1 Each 3.0000 N

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

HEIGHT

0623-0422 J1 Each 4.0000 N

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

HEIGHT

0623-0432 J1 Each 2.0000 N

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

0624-0001 J2 Linear Foot 9,305.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0100 J2 Linear Foot 14,928.0000 N

RIGHT-OF-WAY FENCE, TYPE 2

0624-0300 J2 Each 4.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0301 J2 Each 11.0000 N

END POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0400 J2 Each 79.0000 N

CORNER POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0401 J2 Each 47.0000 N

CORNER POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0501 J2 Each 7.0000 N

PULL POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0600 J2 Each 953.0000 N

LINE POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0601 J2 Each 1,041.0000 N

LINE POSTS FOR TYPE 2 RIGHT-OF-WAY FENCE

0624-0725 J2 Each 7.0000 N

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

4627-3019 J1 Linear Foot 45,250.0000 N Proj TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1' , WITH DRAINAGE SLOTS

4627-3020 J1 Linear Foot 70,080.0000 N Proj TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2' , WITH DRAINAGE SLOTS

4627-3050 J1 Linear Foot 37,920.0000 N Proj TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=5' , WITH DRAINAGE SLOTS

4627-3090 J1 Linear Foot 30,820.0000 N Proj TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=9' , WITH DRAINAGE SLOTS

Page 22 of 264October 15, 2026 14:17:21 PM

4627-3092 J1 Linear Foot 27,080.0000 N Proj

TEMPORARY BARRIER, CONCRETE GLARE SCREEN, PLATE, F-SHAPE (PENNDOT) , WITH DRAINAGE SLOTS

4628-3019 J1 Linear Foot 13,710.0000 N Proj RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1' , WITH DRAINAGE SLOTS

4628-3020 J1 Linear Foot 57,510.0000 N Proj RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2' , WITH DRAINAGE SLOTS

4628-3050 J1 Linear Foot 67,000.0000 N Proj RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=5' , WITH DRAINAGE SLOTS

4628-3090 J1 Linear Foot 380.0000 N Proj RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=9' , WITH DRAINAGE SLOTS

4628-3092 J1 Linear Foot 32,580.0000 N Proj RESET TEMPORARY BARRIER, CONCRETE GLARE SCREEN, PLATE, F-SHAPE (PENNDOT) , WITH DRAINAGE SLOTS

0629-0001 J Linear Foot 3,241.0000 N

HIGH-TENSION CABLE BARRIER

0629-0011 J Each 6.0000 N

HIGH-TENSION CABLE BARRIER END ANCHOR TERMINAL

0629-0021 C6, J Each 6.0000 N ROADWAY BORINGS AND LABORATORY TESTING FOR HIGH-TENSION CABLE BARRIER END ANCHOR TERMINAL

0630-0041 K Linear Foot 1,162.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 1,889.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

0643-0010 J1 Linear Foot 880.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0644-0010 J1 Linear Foot 780.0000 N

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

0660-0005 F3 Linear Foot 234,377.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0676-0001 K Square Yard 5.0000 N

CEMENT CONCRETE SIDEWALK

0676-0011 K Square Yard 1,131.0000 N

PLAIN CEMENT CONCRETE ISLAND

0677-0001 C1, E Cubic Yard 85.0000 N

SELECTED MATERIAL SURFACING

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0689-0005 X Lump Sum 1.0000 N

Page 23 of 264October 15, 2026 14:17:21 PM

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 23.0000 N

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

0697-0610 J1 Each 117.0000 N

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

0703-0020 C1, H Cubic Yard 2,479.0000 N

NO. 1 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 304.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 10,524.0000 N

TOPSOIL FURNISHED AND PLACED

0803-0001 C1, M Cubic Yard 31,500.0000 N

PLACING STOCKPILED TOPSOIL

0804-0025 M3 Pound 685.0000 N

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

0804-0026 M3 Pound 4,559.0000 N

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

0804-0029 M3 Pound 6,531.0000 N

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

0804-0030 M3 Pound 1,111.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 4,891.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0033 M3 Pound 351.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

4804-0051 ZZ Acre 375.0000 N Proj

MOWING WITH RESTRICTIONS

0805-0015 M3 Square Yard 4,454.0000 N

MULCHING - SHREDDED BARK

0805-0050 M3 Square Yard 220.0000 N

MULCH CONTROL NETTING

0806-0112 M2 Square Yard 216,752.0000 N

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

0806-0113 M2 Square Yard 81,451.0000 N

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

Page 24 of 264October 15, 2026 14:17:21 PM

0806-0121 M2 Square Yard 15,214.0000 N

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

0806-0141 M2 Square Yard 449.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5B

4808-0140 M Each 50.0000 N Proj

LIVE STAKES -SALIX SERICEA

4808-0141 M Each 50.0000 N Proj

LIVE STAKES -SALIX LUCIDA

0810-0052 A, M1 Each 11.0000 N

SELECTIVE TREE REMOVAL

0811-0003 J2, M Linear Foot 52,599.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 50,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0020 C1 Each 36.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

0850-0031 C1 Cubic Yard 271.0000 N

ROCK, CLASS R-3

4850-0031 C1 Cubic Yard 413.0000 N Proj

ROCK, CLASS R-3 CHOKED WITH NO. 1 COARSE AGGREGATE

0850-0032 C1 Cubic Yard 1,678.0000 N

ROCK, CLASS R-4

0850-0033 C1 Cubic Yard 743.0000 N

ROCK, CLASS R-5

0850-0034 C1 Cubic Yard 288.0000 N

ROCK, CLASS R-6

0850-0035 C1 Cubic Yard 906.0000 N

ROCK, CLASS R-7

0850-0036 C1 Cubic Yard 785.0000 N

ROCK, CLASS R-8

0855-0003 M2 Each 43.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 43.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0856-0001 C1 Each 191.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0859-0021 H Each 11.0000 N

ANTI-SEEP COLLAR

Page 25 of 264October 15, 2026 14:17:21 PM

0860-0000 M2 Each 7.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 13.0000 N

INLET FILTER BAG FOR TYPE S INLET

0860-0002 M2 Each 14.0000 N

INLET FILTER BAG FOR TYPE C INLET

4860-0010 M2 Each 5.0000 N Proj

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

4860-0011 M2 Each 127.0000 N Proj

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE S INLET WITH COMPOST

0867-0012 M2 Linear Foot 3,208.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 66,330.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 6,611.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0875-0001 C1, H Each 10.0000 N

CONCRETE OUTLET STRUCTURE

0876-0001 X Each 3.0000 N

INFILTRATION TESTING, < 2,500 SF

0876-0002 X Each 4.0000 N

INFILTRATION TESTING, 2,500 TO 4,999 SF

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0120 Q Each 10.0000 N

SPEED DISPLAY SIGN

0901-0202 Q Each 8.0000 N

FLOODLIGHTS

0901-0203 Q Each 10.0000 N

ARROW PANEL

0901-0211 Q Each 10.0000 N

ARROW BARRICADES

0901-0231 Q Day 500.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 500.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 500.0000 N

Page 26 of 264October 15, 2026 14:17:21 PM

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0242 Q Each 500.0000 N

ADDITIONAL TRAFFIC CONTROL DEVICES, DRUMS

4901-0320 O Linear Foot 483,374.0000 N Proj

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW EPOXY

4901-0321 O Linear Foot 151,501.0000 N Proj

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW EPOXY

4901-0330 O Linear Foot 570,402.0000 N Proj

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE EPOXY

4901-0331 O Linear Foot 134,891.0000 N Proj

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE EPOXY

4901-0332 O Linear Foot 5,178.0000 N Proj

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE EPOXY

0901-0462 Q Each 9.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS AND RADAR

0910-0001 C1, P8 Each 18.0000 N

JUNCTION BOXES J.B.-1

0910-0002 C1, P8 Each 13.0000 N

JUNCTION BOXES J.B.-2

0910-4114 P8 Linear Foot 6,224.0000 N

AWG 4 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 5,600.0000 N

2" DIRECT BURIAL CONDUIT

4910-5500 C1, P8 Each 35.0000 N Proj

BURIED CABLE AND CONDUIT MARKER WITH LABELS

4930-0004 R Square Foot 2,510.0000 N Proj

POST MOUNTED SIGNS, TYPE A , EXTRUDED ALUMINUM

0930-0101 R Pound 14,746.0000 N

STEEL S OR W BEAM POSTS

0930-0110 R Each 34.0000 N

BREAKAWAY SYSTEM REPLACEMENT

0931-0001 R Square Foot 1,287.0000 N

POST MOUNTED SIGNS, TYPE B

0932-0001 R Square Foot 528.0000 N

POST MOUNTED SIGNS, TYPE C

4934-0002 R Square Foot 113.0000 N Proj

POST MOUNTED SIGNS, TYPE E , EXTRUDED ALUMINUM

Page 27 of 264October 15, 2026 14:17:21 PM

0935-0001 R Square Foot 656.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0010 R Square Foot 90.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS

0937-0106 J, R Each 17.0000 N

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

0937-0113 J, R Each 5.0000 N

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

0937-0117 J, R Each 398.0000 N

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

0937-0118 J, R Each 336.0000 N

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

0937-0121 J, R Each 398.0000 N

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

0937-0122 J, R Each 336.0000 N

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

0937-0197 J1, R Each 20.0000 N

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

0937-0198 J1, R Each 30.0000 N

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

0937-0303 R Each 4.0000 N

FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, RED POST WITH WHITE SHEETING

0937-0314 R Each 20.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0330 R Each 75.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0331 R Each 234.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0335 R Each 247.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/RED SHEETING

0937-0339 R Each 112.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

4937-0339 R Each 20.0000 N Proj

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

ELECTRIC MARKER

0937-0340 R Each 82.0000 N

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

0940-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE A

Page 28 of 264October 15, 2026 14:17:21 PM

0941-0001 R Each 109.0000 N

RESET POST MOUNTED SIGNS, TYPE B

4941-0001 R Each 6.0000 N Proj

RESET POST MOUNTED SIGNS, TYPE B , WITH COORDINATION

0945-0001 R Each 12.0000 N

RESET POST MOUNTED SIGNS, TYPE F

4945-0001 R Each 10.0000 N Proj

RESET POST MOUNTED SIGNS, TYPE F , WITH COORDINATION

0951-0130 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM

0951-0140 P Each 5.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM

0951-0142 P Each 4.0000 N

TRAFFIC SIGNAL SUPPORT, 42' MAST ARM

0951-4012 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 12' PEDESTAL

0952-1040 P Each 2.0000 N

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

0953-0401 P Lump Sum 1.0000 N

RADIO COMMUNICATIONS SYSTEM

0954-0012 P8 Linear Foot 46.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 509.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 3,302.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 107.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 461.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0202 P8 Linear Foot 1,041.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0302 P8 Each 7.0000 N

JUNCTION BOX, JB-27

0954-0401 P8 Each 2.0000 N

ELECTRICAL SERVICE, TYPE A

0954-0500 C6, P8 Linear Foot 120.0000 N

Page 29 of 264October 15, 2026 14:17:21 PM

DIRECTIONAL BORING

0954-0600 P8 Each 2.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-3208 P Each 12.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0956-0771 P Each 4.0000 N

RADAR DETECTION SYSTEM

0956-0772 P Each 2.0000 N

RADAR DETECTION SYSTEM

0956-0801 P Each 2.0000 N

OPTICAL PREEMPTION SYSTEM

4958-0121 P, Q Each 4.0000 N Proj

TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (2-OVERHEAD SIGNALS) , INCLUDING RELOCATIONS

0958-0341 P, Q Each 1.0000 N

TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (3 APPROACHES)

0958-0430 P, Q Each 1.0000 N TEMPORARY…