846714padot111770.pdf

PROPOSAL REPORT

Project: 111770 Bid Package: 1

Current Let: 11/05/2026 11:00:00 AM Version: Current

Addendum Count: 0

District: 04 County: Luzerne

SR/SEC/Group ID: 80/353/---

Description I-80 EB/WB over SR 93

PROPOSAL Report - Project 111770

Page 1 of 164October 1, 2026 20:24:54 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 6

PROJECT ITEMS AND QUANTITIES 7

SPECIAL PROVISIONS 26

00 - a00001 CONSTRUCTION RESTRICTIONS/REQUIREMENTS 26 00 - a00002 CONSTRUCTION REQUIREMENTS/REQUIREMENTS - PERMITS 29 G90C - a00002 PUBLIC NOTIFICATION 30 G4011B - a00003 CONSTRUCTION/HOLIDAY RESTRICTIONS 30 G4010C - a00003 REQUIRED NOTIFICATIONS 31 00 - a00005 COOPERATION BETWEEN CONTRACTORS 32 G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 32 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 33 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 34 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 41 C173A - a00173 CHANGES TO SPECIFICATIONS: SECTION 106 46 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 50 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 58 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 59 G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 60

G1601A - a01601 E.E.O. COVERED AREA 60 G2302A - a02302 Worker Protection and Investment 61 00 - a10001 3-WAY MICRO-DUCT CONDUIT 62 N10501B - a10501 BRIDGE SHOP DRAWINGS 64 N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW 65

00 - a13102 PURCHASE OF MANHOLE CASTINGS AND LIDS 65 S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 66 S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 67 S9013A - b09013 SECTION 901.3(k) Work Area Pavement Markings 67 00 - c02011 ITEM 4201-0001 - CLEARING AND GRUBBING WITH RESTRICTIONS 68 I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 68 00 - c06201 ITEM 4620-1600/1660/2040 - TEMPORARY GUIDE RAIL 70 00 - c06273 ITEM 4627-3019 - TEMP BARRIER, TL3, BARRIER DEF DISTANCE < /=1&#039;

WITH DRAINAGE SLOTS/PAINT 70

00 - c06283 ITEM 4628-3019 – RESET TEMP BARRIER, TL-3, BARRIER DEF DIST. < /=1&#039;

W/ DRAINAGE SLOTS/PAINT 71

00 - c06433 ITEM 4643-0030 - TEMP SINGLE FACE CONC BARRIER, STR MOUNTED, 42&#034;

HEIGHT WITH DRAINAGE SLOTS 72

00 - c08102 ITEM 4810-0023 - TREE TRIMMING TO A MAX HEIGHT OF 20&#039; FOR RED

SIGNAL AHEAD SIGN 72

00 - c09011 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING 73

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CONSTRUCTION

00 - c09016 ITEM 4901-0460 - FULL MATRIX CHANGEABLE MESSAGE SIGN W/

TELECOMMUNICATIONS RETAINED BY DEPT 75

00 - c09105 ITEM 4910-5500 - BURIED CABLE AND CONDUIT MARKER WITH LABELS 76 00 - c09107 ITEM 4910-7020 - COMPLETE POWER SUPPLY SYSTEM MODIFIED FOR ITS 77 00 - c09304 ITEM 4930-0004 - POST MOUNTED SIGNS, TYPE A PANEL ONLY 78 00 - c09342 ITEM 4934-0002 - POST MOUNTED SIGNS, TYPE E EXTRUDED ALUMINUM

CHANNEL SIGNS 79

00 - c09379 ITEM 4937-0339 - FLEX DELIN POST, GM-2, RED POST W WHITE/BLANK

SHEETING ELECT CABLE MARKER 80

00 - c09544 ITEM 4954-0014 - 4 INCH CONDUIT HDPE 80 00 - c12101 ITEM 5210-0001 - ITS CCTV, CAMERA SUBSYSTEM, POLE MOUNT MOUNTED ON

CCTV CAMERA POLE 81

00 - c12111 ITEM 5211-0001 - PORTABLE CCTV (PCCTV) CAMERA SUBSYSTEM 82 I19992A - c19992 ITEM 1999-9999 - TRAINEES 84 I80041A - c80041 ITEM 8030-0001/8000-0001/8100-0001 BRIDGE STRUCTURE, AS-DESIGNED, S-41025 86 00 - c80041 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-41025 91 I80041A - c80042 ITEM 8030-0002/8000-0002/8100-0002 BRIDGE STRUCTURE, AS-DESIGNED, S-41024 94 00 - c80042 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-41024 99 00 - c90001 ITEM 9000-0001 - INCIDENT MANAGEMENT PLAN IMPLEMENTATION 101 00 - c90002 ITEM 9000-0002 - REPAIR TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V

(STANDARD), TEST LEVEL 3 103

00 - c90003 ITEM 9000-0003 - TEMPORARY BARRIER TRANSITION 103 00 - c90004 ITEM 9000-0004 - RESET TEMPORARY BARRIER TRANSITION 104 00 - c90005 ITEM 9000-0005 - TEMPORARY PORTABLE LIGHT PLANTS 105 00 - c90011 ITEM 9000-0011 – EMERGENCY MAINTENANCE OF INTERSTATE 80 AND

INTERSTATE 81 105

00 - c90012 ITEM 9000-0012/0013 - MAINTENANCE OF EXISTING BRIDGE, S-41025/S-41024 106 00 - c90019 ITEM 9000-0019 - INCIDENT MANAGEMENT TRUCK AND TRAILER 107 00 - c90020 ITEM 9000-0020 - INCIDENT RESPONSE AND FLAGGING OF TRAFFIC TO

EMERGENCY DETOUR ROUTES 109

00 - c90021 ITEM 9000-0021 - CLASS 1 TOW TRUCK, ON CALL 110 00 - c90022 ITEM 9000-0022/0023 - CLASS 2 TOW AND ROLLBACK TRUCKS, ON CALL 119 00 - c90100 ITEM 9000-0100 - CONCRETE MEDIAN BARRIER TRANSITION 120 00 - c90201 ITEM 9000-0201/0202 - TYPE D-W ENDWALL FOR 18”/24&#034; PIPE 121 00 - c90203 ITEM 9000-0203 – CONNECT TO EXISTING PIPE 121 00 - c90204 ITEM 9000-0204 – ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 10” DEPTH 122

00 - c90205 ITEM 9000-0205 – AMENDED SOIL 122 00 - c90206 ITEM 9000-0206 – PLANT ESTABLISHMENT AND REPLACEMENT 123 00 - c90207 ITEM 9000-0207 – CUTOFF TRENCH AND CORE 127 00 - c90208 ITEM 9000-0208 - SCM AS-BUILT SURVEY, DRAWINGS AND CERTIFICATION 127

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00 - c90211 ITEM 9000-0211 – SEDIMENT CLEANOUT STAKE 129 00 - c90212 ITEM 9000-0212 – 6” PVC UNDERDRAIN CLEANOUT PIPE 130 00 - c90213 ITEM 9000-0213 – 6” PIPE UNDERDRAIN, INFILTRATION BED BACKFILL 130 00 - c90214 ITEM 9000-0214 – BASIN INSPECTION WELL 131 00 - c90215 ITEM 9000-0215 – UNDERDRAIN CAP 132 00 - c90216 ITEM 9000-0216 – TEMPORARY ORIFICE COVER PLATE 132 00 - c90301 ITEM 9000-0301 – RUMBLE PAD CONSTRUCTION ENTRANCE 133 00 - c90302 ITEM 9000-0302 – COMPOST SOCK WASHOUT 134 00 - c90303 ITEM 9000-0303 – TEMPORARY PIPE CAP 135 00 - c90304 ITEM 9000-0304 – SEDIMENT STORAGE DEWATERING FACILITY 135 00 - c90305 ITEM 9000-0305 – SANDBAG DIVERSION 136 00 - c90306 ITEM 9000-0306 – FACULTATIVE SEED MIX 137 00 - c90307 ITEM 9000-0307 – TEMPORARY INLET CAP 138 00 - c90308 ITEM 9000-0308 – SECURE INLET GRATE 138 00 - c90309 ITEM 9000-0309 – TEMPORARY DRAINAGE BYPASS SYSTEM 139 00 - c90310 ITEM 9000-0310/0311– 18&#034;/24&#034; THERMO PIPE, GROUP VII, 12’-2’ FILL, 100 YR DESIGN LIFE, TEMP 140

00 - c90312 ITEM 9000-0312 - COMPOST 141 00 - c90313 ITEM 9000-0313 - REMOVAL OF SEDIMENT AND ROCK FILTER 141 00 - c90330 ITEM 9000-0330 - GRADE ADJUSTMENT OF EXISTING MANHOLES 142 00 - c90400 ITEM 9000-0400 - RED REFLECTIVE SIGN POST STRIP 142 00 - c90500 ITEM 9000-0500 - 3-WAY MICRO-DUCT CONDUIT - JACKETED 143 00 - c90501 ITEM 9000-0501 - SELECTIVE TREE TRIMMING AND REMOVAL FOR ITS 145 00 - c90502 ITEM 9000-0502 - CCTV ASSOCIATED EQUIPMENT REMOVAL AND DELIVERY 146 00 - c90503 ITEM 9000-0503 - EXPLORATORY SUBSURFACE INVESTIGATION 147 00 - c90504 ITEM 9000-0504 - FLEXIBLE DELIN POST, GROUND MOUNT TYPE GM-2, COMM

CABLE MARKER 148

00 - c90505 ITEM 9000-0505 ITS FIELD ENCL, WOOD UTILITY POLE MOUNT, FOR COMM

COMPANY EQUIPMENT 148

00 - c90600 ITEM 9000-0600/0601/0602/0603/0606 - RECESSED WET-REFLECTIVE PAVEMENT

MARKINGS 149

00 - c90604 ITEM 9000-0604/0605 - LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT WHITE/YELLOW, 4&#034; 154

00 - c91000 ITEM 9000-1000 - OVEREXCAVATION AND REPLACEMENT WITH COARSE

AGGREGATE, S-41025 154

00 - c91001 ITEM 9000-1001/1004 - TEMPORARY EXISTING PIER SUPPORT 155 00 - c91002 ITEM 9000-1002 - EXISTING PILE EXTRACTION 156 00 - c91003 ITEM 9000-1003 - OVEREXCAVATION AND REPLACEMENT WITH COARSE

AGGREGATE, S-41024 157

I95000A - c95000 ITEM 9000-5000 - SNOWPOLE (ORANGE), 7&#039; 0&#034; 158 I68C - c95101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE 159

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

CONCRETE 160

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I2032D - c97032 ITEM 9203-0101/0102 - TEMPORARY EXCAVATION SUPPORT AND

PROTECTION SYSTEM 161

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BID PACKAGE SUMMARY

Project: 111770 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: BRIDGE REPLACEMENT

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 11/05/2026 11:00:00 AM Project Cost Range: $25,000,000.00 - $29,999,999.99 Anticipated NTP: 12/21/2026 Structure Work: 41.00%

Required Completion: 04/26/2030 DBE: 0% Wage Rates: Yes

Description:

The project involves replacing the existing 3 span structures carrying SR 0080 EB and WB over SR 0093, along with approach roadway and stormwater management improvements. The project also includes the realignment of the SR 0080 WB to SR 0093 ramp (Ramp C) with signalization of the Ramp C/SR 0093 intersection. Details of the SR 0080 EB replacement structure include, a 2 span, 221’-6” continuous span P/S bulb tee beam structure on integral abutments. Details of the SR 0080 WB replacement structure include, a 2 span, 140-0 1/8” continuous span P/S bulb tee beam structure on abutments with spread footings. The structures will have 2 12’ lanes, a 15’ ramp lane, 8’ left shoulder, 12’-6” right shoulder (EB), and 12’-4” right shoulder (WB). The project also includes replacing an ITS pole. The project will be staged to maintain two lanes of traffic on SR 0080 except for short term overnight lane closures. SR 0093 will have detours at times. The work also includes other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0080, SECTION 353, in LUZERNE COUNTY, SUGARLOAF TOWNSHIP from a point approximately 0.28 miles west of the bridges at segment 2555 offset 0688 (WB) to a point approximately

0.30 miles east of the bridges at segment 2561 offset 1510 (WB).

Additional Information:

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

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING WITH RESTRICTIONS

0203-0001 C Cubic Yard 38,619.0000 N

CLASS 1 EXCAVATION

0203-0005 C1 Cubic Yard 5,200.0000 N

CLASS 1C EXCAVATION

0203-0006 G4 Linear Foot 2,626.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 3,090.0000 N

CLASS 2 EXCAVATION

0204-0150 C1, H, S Cubic Yard 120.0000 N

CLASS 4 EXCAVATION

0206-0010 C1 Ton 2,708.0000 N

SELECT GRANULAR MATERIAL (2RC)

0208-0001 C Hour 75.0000 N

SPECIAL ROLLING

0212-0001 C3, H, M2 Linear Foot 8,284.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 31,079.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0224-0010 M2 Square Yard 5,120.0000 N

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

0224-0011 M2 Square Yard 2,453.0000 N

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

0310-0007 C, E Square Yard 1,017.0000 N

CRUSHED AGGREGATE BASE COURSE, 10" DEPTH

0313-0327 E Square Yard 2,604.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 6 1/2" DEPTH

0313-0426 E Square Yard 18,128.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0429 E Square Yard 1,192.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 7 1/2"

DEPTH

0313-0734 E Square Yard 6,418.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, >/= 30 MILLION ESALs, 25.0 MM MIX, 10 " DEPTH

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0314-0105 E Square Yard 6,418.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 5" DEPTH

0350-0106 C, E Square Yard 20,732.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 1,544.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0109 C, E Square Yard 11,128.0000 N

SUBBASE 9" DEPTH (NO. 2A)

0350-0112 C, E Square Yard 3,430.0000 N

SUBBASE 12" DEPTH (NO. 2A)

0413-0192 F Square Yard 2,604.0000 N

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

DEPTH, SRL-H

0413-0249 F Square Yard 1,192.0000 N

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

DEPTH, SRL-E

0413-0383 F Square Yard 19,145.0000 N

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

DEPTH, SRL-H

0413-0397 F Square Yard 135.0000 N

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

DEPTH, SRL-E

0413-2141 F Ton 16.0000 N

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

MM MIX, SRL-H

0413-6070 F Square Yard 19,145.0000 N

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

0413-6087 F Square Yard 6,418.0000 N

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

0413-7009 F Ton 123.0000 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 85,496.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

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

DEMONSTRATION PLACEMENT

0419-0264 F Square Yard 4,174.0000 N STONE MATRIX ASPHALT MIXTURE DESIGN WITH 0 PERCENT RAP, WEARING COURSE, PG 64E-22, LTS ACCEPTANCE

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9.5 MM MIX, 2" DEPTH, SRL-E

0419-0265 F Square Yard 2,244.0000 N

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

9.5 MM MIX, 2" DEPTH, SRL-H

0460-0003 F4 Square Yard 65,446.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0501-0038 G Square Yard 6,993.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 13" DEPTH

0516-2021 C1, E, G1 Cubic Yard 32.0000 N

SUBBASE MATERIAL FOR CONCRETE PAVEMENT PATCHING

E 0601-0550 H Linear Foot 1,240.0000 N

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

O 0601-7014 H Linear Foot 1,240.0000 N

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

E 0601-0551 H Linear Foot 639.0000 N

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

O 0601-7027 H Linear Foot 639.0000 N

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

E 0601-0552 H Linear Foot 131.0000 N

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

O 0601-7043 H Linear Foot 131.0000 N

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

E 0601-0976 H Linear Foot 55.0000 N

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

O 0601-7528 H Linear Foot 55.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-6418 H Linear Foot 51.0000 N

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 7' - 3', 100 YEAR

DESIGN LIFE

0604-7014 H Linear Foot 644.0000 N

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

0604-7027 H Linear Foot 433.0000 N 24" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 10' - 2' FILL, 100 YEAR DESIGN LIFE

0605-2401 K Set 9.0000 N

MANHOLE FRAME AND COVER

0605-2600 K Each 1.0000 N

TYPE D ENDWALL

0605-2620 K Each 1.0000 N

TYPE D-W ENDWALL

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0605-2640 K Each 1.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2730 K Set 13.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2740 K Set 10.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2850 K Each 21.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2851 K Each 1.0000 N

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

0605-2854 K Each 10.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2855 K Each 2.0000 N

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

0605-3010 K Each 2.0000 N

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

0605-3012 K Each 1.0000 N

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

0605-5700 K Set 6.0000 N

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

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0007 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 9,253.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 1.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 362.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 661.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0050 H2 Each 10.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL (SLOPED)

0615-0066 C1, H2, R Each 10.0000 N

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66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 10.0000 N

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

0619-0744 J3 Each 3.0000 N

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

INCHES

0620-0503 C1, J Linear Foot 3,521.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 3,175.0000 N

TYPE 31-S GUIDE RAIL

4620-1600 J Linear Foot 1,113.0000 N Proj

TYPE 31-S GUIDE RAIL TEMPORARY

0620-1601 J Linear Foot 350.0000 N

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

0620-1602 J Linear Foot 1,138.0000 N

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

0620-1660 J Each 4.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

4620-1660 J Each 2.0000 N Proj

TYPE 31-STRONG POST ANCHOR TERMINAL TEMPORARY

0620-2010 J Each 3.0000 N

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

0620-2013 J Each 2.0000 N

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

0620-2040 J Each 4.0000 N

W-BEAM TERMINAL CONNECTOR

4620-2040 J Each 2.0000 N Proj

W-BEAM TERMINAL CONNECTOR TEMPORARY

0623-0285 J1 Linear Foot 328.0000 N

REMOVAL OF EXISTING SINGLE FACE CONCRETE BARRIER

0623-0402 J1 Linear Foot 862.0000 N

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

0623-0412 J1 Linear Foot 395.0000 N

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

0623-0422 J1 Each 2.0000 N

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

HEIGHT

0624-0001 J2 Linear Foot 1,107.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

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0624-0300 J2 Each 8.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0400 J2 Each 7.0000 N

CORNER POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0600 J2 Each 109.0000 N

LINE POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0725 J2 Each 2.0000 N

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

4627-3019 J1 Linear Foot 5,970.0000 N Proj TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1' WITH DRAINAGE SLOTS AND PAINT

4628-3019 J1 Linear Foot 10,465.0000 N Proj

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=1' WITH DRAINAGE SLOTS AND

PAINT

0630-0021 K Linear Foot 721.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0041 K Linear Foot 330.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 1,442.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

4643-0030 J1 Linear Foot 850.0000 N Proj TEMPORARY SINGLE FACE CONCRETE BARRIER, STRUCTURE MOUNTED, 42" HEIGHT WITH DRAINAGE SLOTS

0660-0005 F3 Linear Foot 2,116.0000 N MILLED ASPHALT PAVEMENT SHOULDER/GORE RUMBLE STRIPS FOR INTERSTATES, EXPRESSWAYS AND FREEWAYS

0660-0010 F3 Linear Foot 6,485.0000 N

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

FREEWAYS

0676-0011 K Square Yard 786.0000 N

PLAIN CEMENT CONCRETE ISLAND

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 10.0000 N

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

0697-0610 J1 Each 21.0000 N

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

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0703-0020 C1, H Cubic Yard 616.0000 N

NO. 1 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 75.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 5,959.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 6.0000 N

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

0804-0027 M3 Pound 1,597.0000 N

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

0804-0028 M3 Pound 104.0000 N

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

0804-0030 M3 Pound 23.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 331.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0033 M3 Pound 10.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 13,236.0000 N

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

0808-4100 M Each 266.0000 N

RED OSIER DOGWOOD - (18" HT. B.R.)

0808-7150 M Each 8,833.0000 N

JOE-PYE WEED (PLUG)

0808-7221 M Each 8,833.0000 N

WOOLGRASS (PLUG)

4810-0023 M1 Lump Sum 1.0000 N Proj

TREE TRIMMING TO A MAX HEIGHT OF 20' FOR RED SIGNAL AHEAD SIGN

0811-0003 J2, M Linear Foot 3,414.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 50,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0850-0022 C1 Square Yard 8.0000 N

ROCK, CLASS R-4

0850-0031 C1 Cubic Yard 22.0000 N

ROCK, CLASS R-3

0850-0032 C1 Cubic Yard 8,531.0000 N

Page 13 of 164October 1, 2026 20:24:54 PM

ROCK, CLASS R-4

0850-0033 C1 Cubic Yard 18.0000 N

ROCK, CLASS R-5

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 9.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0020 M2 Each 13.0000 N

PIPE/GRAVEL INLET PROTECTION FOR TYPE M INLET

0867-0012 M2 Linear Foot 6,056.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 2,585.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 200.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0867-0032 C1, H, M2 Linear Foot 787.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0871-0001 C1, H Each 6.0000 N

CONCRETE ANTI-SEEP COLLAR

0873-0001 C1, H Linear Foot 81.0000 N

TEMPORARY BAFFLE WALL

0874-0001 C1, H Each 2.0000 N

TEMPORARY RISER PIPE ASSEMBLY

0875-0001 C1, H Each 3.0000 N

CONCRETE OUTLET STRUCTURE

0876-0001 X Each 1.0000 N

INFILTRATION TESTING, < 2,500 SF

0876-0002 X Each 1.0000 N

INFILTRATION TESTING, 2,500 TO 4,999 SF

0876-0004 X Each 1.0000 N

INFILTRATION TESTING, > 10,000 SF

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0102 Q Each 4.0000 N

SHADOW VEHICLE

Page 14 of 164October 1, 2026 20:24:54 PM

0901-0120 Q Each 4.0000 N

SPEED DISPLAY SIGN

0901-0202 Q Each 8.0000 N

FLOODLIGHTS

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 1,000.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 9,925.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0322 O Linear Foot 117.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 7,288.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 155.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0332 O Linear Foot 2,042.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0451 Q Each 4.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

4901-0460 Q Each 2.0000 N Proj FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS RETAINED BY DEPARTMENT

0910-0001 C1, P8 Each 6.0000 N

JUNCTION BOXES J.B.-1

0910-0002 C1, P8 Each 7.0000 N

JUNCTION BOXES J.B.-2

0910-0004 C1, P8 Each 5.0000 N

JUNCTION BOXES J.B.-11

0910-4114 P8 Linear Foot 2,110.0000 N

AWG 4 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 720.0000 N

2" DIRECT BURIAL CONDUIT

4910-5500 C1, P8 Each 2.0000 N Proj

BURIED CABLE AND CONDUIT MARKER WITH LABELS

4910-7020 P8 Each 1.0000 N Proj

COMPLETE POWER SUPPLY SYSTEM MODIFIED FOR ITS

Page 15 of 164October 1, 2026 20:24:54 PM

4930-0004 R Square Foot 124.0000 N Proj

POST MOUNTED SIGNS, TYPE A PANEL ONLY

0931-0003 R Square Foot 601.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0932-0001 R Square Foot 264.0000 N

POST MOUNTED SIGNS, TYPE C

4934-0002 R Square Foot 95.0000 N Proj

POST MOUNTED SIGNS, TYPE E EXTRUDED ALUMINUM CHANNEL SIGNS

0935-0001 R Square Foot 328.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 113.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0936-0351 P8 Each 1.0000 N

LED RED SIGNAL AHEAD

0937-0104 J, R Each 21.0000 N

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

0937-0106 J, R Each 59.0000 N

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

0937-0107 J, R Each 5.0000 N

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

0937-0112 J, R Each 21.0000 N

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

0937-0113 J, R Each 59.0000 N

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

0937-0114 J, R Each 5.0000 N

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

0937-0207 J1, R Each 22.0000 N

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

0937-0208 J1, R Each 8.0000 N

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

0937-0314 R Each 8.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0330 R Each 27.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0331 R Each 7.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0333 R Each 32.0000 N

Page 16 of 164October 1, 2026 20:24:54 PM

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

0937-0336 R Each 45.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH RED/BLANK SHEETING

4937-0339 R Each 7.0000 N Proj

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

CABLE MARKER

0938-0001 R Each 14.0000 N

DISTANCE MARKER UNITS

0941-0001 R Each 4.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0950-0002 P Dollar 20,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-0130 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM

0951-0135 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM

0951-0140 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM

0951-1453 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 45' & 60' MAST ARMS

0952-1030 P Each 1.0000 N

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

0952-2052 P Each 1.0000 N

CONTROLLER ASSEMBLY, SOLID STATE FLASHER, DUAL CIRCUIT, TYPE II MOUNTING

0954-0012 P8 Linear Foot 937.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 178.0000 N

3 INCH CONDUIT

0954-0014 P8 Linear Foot 113.0000 N

4 INCH CONDUIT

4954-0014 P8 Linear Foot 85.0000 N Proj

4 INCH CONDUIT HDPE

0954-0103 P8 Linear Foot 1,381.0000 N

SIGNAL CABLE, 12 AWG, 7 CONDUCTOR

0954-0151 C1, P8 Linear Foot 1,930.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 890.0000 N

TRENCH AND BACKFILL, TYPE II

Page 17 of 164October 1, 2026 20:24:54 PM

0954-0153 C1, P8 Linear Foot 179.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 1,548.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 1,213.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 334.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 4.0000 N

JUNCTION BOX, JB-27

0954-0402 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE B

0954-0500 C6, P8 Linear Foot 164.0000 N

DIRECTIONAL BORING

0955-3206 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, ONE 12" SECTION

0955-3208 P Each 10.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0956-0709 P Each 1.0000 N

VIDEO DETECTION SYSTEM

0956-0801 P Each 1.0000 N

OPTICAL PREEMPTION SYSTEM

0958-0121 P, Q Each 4.0000 N TEMPORARY TRAFFIC CONTROL SIGNALS, TRAILER-MOUNTED PORTABLE DEVICE (2-OVERHEAD SIGNALS)

0958-0261 P, Q Each 3.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL, TRAILER-MOUNTED PORTABLE DEVICE, RESET

0963-0001 O2, O3 Square Foot 35,540.0000 N

PAVEMENT MARKING REMOVAL

0964-0002 O Linear Foot 2,800.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 52,352.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0006 O Linear Foot 28,784.0000 N

6" YELLOW EPOXY PAVEMENT MARKINGS

0964-0007 O Linear Foot 71.0000 N

Page 18 of 164October 1, 2026 20:24:54 PM

6" BLACK EPOXY PAVEMENT MARKINGS

0964-0008 O Linear Foot 5,118.0000 N

8" WHITE EPOXY PAVEMENT MARKINGS

0964-0011 O Linear Foot 257.0000 N

12" WHITE EPOXY PAVEMENT MARKINGS

0964-0021 O Linear Foot 1,384.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0964-0022 O Linear Foot 420.0000 N

24" YELLOW EPOXY PAVEMENT MARKINGS

0964-0220 O3 Each 2.0000 N

WHITE EPOXY LEGEND, "STRAIGHT ARROW", 12' - 0" X 1' - 8"

0964-0224 O3 Each 2.0000 N

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

0966-0300 O1 Each 70.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL WITHOUT REPLACEMENT

0971-0001 R Each 14.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 5.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1005-1420 C6 Dollar 9,800.0000 $1.00 Y

PREDRILLING FOR UNFORESEEN OBSTRUCTIONS, EARTH DRILLING

1005-1430 C6 Dollar 5,000.0000 $1.00 Y

PREDRILLING FOR UNFORESEEN OBSTRUCTIONS, OBSTRUCTION DRILLING

1005-1440 U Dollar 5,000.0000 $1.00 Y

PILE EXTRACTION AND REDRIVING

1005-1450 X Dollar 2,000.0000 $1.00 Y

MOBILIZATION FOR PREDRILLING OF UNFORESEEN OBSTRUCTIONS

1018-0001 T1 Lump Sum 1.0000 N

REMOVAL OF EXISTING BRIDGE

1018-0002 T1 Lump Sum 1.0000 N

REMOVAL OF EXISTING BRIDGE

1201-1300 P1, P2, P4, P5 Each 1.0000 N

ITS DEVICE FIELD ENCLOSURE, POLE MOUNT

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

ITS DEVICE TESTING, COMPLETE

1204-0001 P4 Linear Foot 2,044.0000 N

MICRO-FIBER OPTIC CABLE

Page 19 of 164October 1, 2026 20:24:54 PM

1204-0100 P4 Linear Foot 970.0000 N

STANDARD FIBER OPTIC CABLE

5210-0001 P1 Each 1.0000 N Proj

ITS CLOSED CIRCUIT TELEVISION, CAMERA SUBSYSTEM, POLE MOUNT

1210-5000 P1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, CAMERA LOWERING DEVICE, INTERNAL

1210-6400 P1 Each 1.0000 N

ITS CLOSED CIRCUIT TELEVISION, POLE, 50-FOOT

1210-7100 P1, U1 Each 1.0000 N

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

5211-0001 P1 Each 1.0000 N Proj

PORTABLE CLOSED CIRCUIT TELEVISION (PCCTV) CAMERA SUBSYSTEM

1999-9999 Z Hour 3,000.0000 N Std

TRAINEES

E 8030-0001 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-41025

A 1002-0052 S7 Pound 280,760.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0152 S7 Each 986.0000 N

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

A 1002-0153 S7 Each 66.0000 N

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

A 1002-0154 S7 Each 50.0000 N

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

A 1002-0155 S7 Each 58.0000 N

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

A 1002-0156 S7 Each 16.0000 N

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

A 1002-0220 S7 Pound 730.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 1005-1410 C6 Linear Foot 220.0000 N

MANDATORY PREDRILLING FOR DRIVEN PILES

A 1005-1480 X Each 22.0000 N

DYNAMIC PILE LOAD TEST

A 1005-2040 U Each 22.0000 N

STEEL HP14X89 PILE TIP REINFORCEMENT (HEAVY DUTY)

A 1005-2840 U Linear Foot 979.0000 N

STEEL HP14X89 PRODUCTION PILE, GALVANIZED

Page 20 of 164October 1, 2026 20:24:54 PM

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 SUPERSTRUCTURE

E 8030-0002 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-41024

A 1002-0052 S7 Pound 252,580.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0152 S7 Each 846.0000 N

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

A 1002-0153 S7 Each 94.0000 N

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

A 1002-0154 S7 Each 17.0000 N

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

A 1002-0156 S7 Each 12.0000 N

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

A 1002-0220 S7 Pound 332.0000 N

STAINLESS STEEL REINFORCEMENT BARS

O 8000-0002 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0002 T Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

9000-0001 Q Dollar 50,000.0000 $1.00 Y Proj

INCIDENT MANAGEMENT PLAN IMPLEMENTATION

9000-0002 J3 Dollar 35,000.0000 $1.00 Y Proj

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

9000-0003 J, J1 Each 2.0000 N Proj

TEMPORARY BARRIER TRANSITION

9000-0004 J, J1 Each 2.0000 N Proj

RESET TEMPORARY BARRIER TRANSITION

9000-0005 Q Lump Sum 1.0000 N Proj

TEMPORARY PORTABLE LIGHT PLANTS

9000-0011 Z Dollar 20,000.0000 $1.00 Y Proj

EMERGENCY MAINTENANCE OF INTERSTATE 80

9000-0012 Z Dollar 20,000.0000 $1.00 Y Proj

MAINTENANCE OF EXISTING BRIDGE, S-41025

9000-0013 Z Dollar 20,000.0000 $1.00 Y Proj

Page 21 of 164October 1, 2026 20:24:54 PM

MAINTENANCE OF EXISTING BRIDGE, S-41024

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

9000-0100 J1 Each 2.0000 N Proj

CONCRETE MEDIAN BARRIER TRANSITION

9000-0201 K Each 2.0000 N Proj

TYPE D-W ENDWALL FOR 18" PIPE

9000-0202 K Each 1.0000 N Proj

TYPE D-W ENDWALL FOR 24" PIPE

9000-0203 H Each 1.0000 N Proj

CONNECT TO EXISTING PIPE

9000-0204 G1 Cubic Yard 40.0000 N Proj

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 10" DEPTH

9000-0205 C1, M Cubic Yard 1,656.0000 N Proj

AMENDED SOIL

9000-0206 M Lump Sum 1.0000 N Proj

PLANT ESTABLISHMENT AND REPLACEMENT

9000-0207 C1 Each 2.0000 N Proj

CUTOFF TRENCH AND CORE

9000-0208 X Lump Sum 1.0000 N Proj

SCM AS-BUILT SURVEY, DRAWING AND CERTIFICATION

9000-0211 X Each 2.0000 N Proj

SEDIMENT CLEANOUT STAKE

9000-0212 H2 Each 11.0000 N Proj

6" PVC UNDERDRAIN CLEANOUT PIPE

9000-0213 H2 Linear Foot 477.0000 N Proj

UNDERDRAIN - 6" PIPE UNDERDRAIN, INFILTRATION BED BACKFILL

9000-0214 H2 Each 2.0000 N Proj

BASIN INSPECTION WELL

Page 22 of 164October 1, 2026 20:24:54 PM

9000-0215 H2 Each 1.0000 N Proj

UNDERDRAIN CAP

9000-0216 H Each 4.0000 N Proj

TEMPORARY ORIFICE COVER PLATE

9000-0301 M2 Each 17.0000 N Proj

RUMBLE PAD CONSTRUCTION ENTRANCE

9000-0302 C1, H, M2 Each 1.0000 N Proj

COMPOST SOCK WASHOUT FACILITY

9000-0303 H Each 5.0000 N Proj

TEMPORARY PIPE CAP

9000-0304 M2 Each 2.0000 N Proj

SEDIMENT STORAGE DEWATERING FACILITY

9000-0305 H Linear Foot 76.0000 N Proj

SANDBAG DIVERSION

9000-0306 M3 Pound 9.0000 N Proj

FACULATIVE SEED MIX

9000-0307 H Each 1.0000 N Proj

TEMPORARY INLET CAP

9000-0308 K Each 11.0000 N Proj

SECURE INLET GRATE

9000-0309 H Each 2.0000 N Proj

TEMPORARY DRAINAGE BYPASS SYSTEM

9000-0310 H Linear Foot 118.0000 N Proj

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

9000-0311 H Linear Foot 56.0000 N Proj

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

9000-0312 M2 Cubic Yard 4.0000 N Proj

COMPOST

9000-0313 M2 Each 13.0000 N Proj

REMOVAL OF SEDIMENT AND ROCK FILTER

9000-0330 C1, K Each 3.0000 N Proj

GRADE ADJUSTMENT OF EXISTING MANHOLES

9000-0400 R Square Foot 4.0000 N Proj

RED REFLECTIVE SIGN POST STRIP

9000-0500 P4 Linear Foot 1,250.0000 N Proj

3-WAY MICRO-DUCT CONDUIT - JACKETED

9000-0501 M1 Dollar 5,000.0000 $1.00 Y Proj

SELECT TREE TRIMMING AND REMOVAL FOR ITS

Page 23 of 164October 1, 2026 20:24:54 PM

9000-0502 P4 Lump Sum 1.0000 N Proj

CCTV ASSOCIATED EQUIPMENT REMOVAL AND DELIVERY

9000-0503 C6 Lump Sum 1.0000 N Proj

EXPLORATORY SUBSURFACE INVESTIGATION

9000-0504 R Each 9.0000 N Proj

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

9000-0505 P1, P2, P3, P4, P5 Each 1.0000 N Proj ITS FIELD ENCLOSURE, WOODEN UTILITY POLE MOUNT, FOR COMMUNICATIONS COMPANY EQUIPMENT

9000-0600 O Linear Foot 4,942.0000 N Proj

6" WHITE RECESSED WET REFLECTIVE TAPE PAVEMENT MARKINGS

9000-0601 O Linear Foot 1,818.0000 N Proj

8" WHITE RECESSED WET REFLECTIVE TAPE PAVEMENT MARKINGS

9000-0602 O Linear Foot 5,067.0000 N Proj

6" YELLOW RECESSED WET REFELECTIVE TAPE PAVEMENT MARKINGS

9000-0603 O Linear Foot 455.0000 N Proj

6" BLACK RECESSED WET-REFLECTIVE TAPE PAVEMENT MARKINGS

9000-0604 R Each 47.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT WHITE, 4"

9000-0605 R Each 78.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT YELLOW, 4"

9000-0606 O Linear Foot 502.0000 N Proj

12" WHITE RECESSED WET-REFLECTIVE TAPE PAVEMENT MARKINGS

9000-1000 C1 Cubic Yard 30.0000 N Proj

OVEREXCAVATION AND REPLACEMENT WITH COARSE AGGREGATE, S-41025

9000-1001 S2, S5 Lump Sum 1.0000 N Proj

TEMPORARY EXISTING PIER SUPPORT

9000-1002 U Dollar 12,000.0000 $1.00 Y Proj

EXISTING PILE EXTRACTION

9000-1003 C1 Cubic Yard 180.0000 N Proj

OVEREXCAVATION AND REPLACEMENT WITH COARSE AGGREGATE, S-41024

9000-1004 S2, S5 Lump Sum 1.0000 N Proj

TEMPORARY EXISTING PIER SUPPORT

9000-5000 R Each 14.0000 N Std

SNOWPOLE (ORANGE), 7' 0"

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

Page 24 of 164October 1, 2026 20:24:54 PM

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9203-0102 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

Page 25 of 164October 1, 2026 20:24:54 PM

SPECIAL PROVISIONS

Special Provision: 00 - a00001 CONSTRUCTION RESTRICTIONS/REQUIREMENTS Addendum:

Action:

Item(s) Associated:

Header:

CONSTRUCTION RESTRICTIONS/REQUIREMENTS

Provision Body:

Bridge Restrictions and Requirements:

Prior to each jacking operation, during jacking operation, and prior to releasing of jacking operation, survey to ensure that no movement of the superstructure, either longitudinally, laterally, or both will occur. If movement is detected stop operation and notify the Department Representative and Structures Control Engineer IMMEDIATELY.

For any concrete repair work during the project, provide a concrete compressive strength break machine for concrete cylinder sample testing prior to opening lane to traffic. The machine will be placed at a mutually agreeable location between the contractor and the PennDOT IIC.

Do not allow construction activity under any structural members which are not appropriately tightened and secured.

Do not place the bridge deck after September 30th of each year without prior Approval from the District Bridge Engineer and District Structure Control Engineer.

Allow seven (7) calendar days for the review of beam seat elevations by the Structure Control Engineer.

Allow three (3) calendar days for the review of pile survey by the Structure Control Engineer.

Maximum contact pressure of the formwork supports (insert structure) must be less than 500psf.

No slip formed parapets are allowed.

Utility Restrictions and Requirements:

An initial PA One Call must be placed, and a Complex Ticket Meeting with all necessary parties scheduled within ten (10) days of when contract work is to begin.

Be responsible for any damages to existing utilities caused by contractor operations. Contact the applicable authority immediately in the event of any damage.

Paving/ Shoulder Restrictions and Requirements:

Submit all asphalt mixture designs for Department approval a minimum of two weeks prior to the first placement. If more than one asphalt material supplier is used, each source is required to have Department approved mix designs.

If more than one super-pave material supplier is used, ensure that each source has Department approved mix designs.

A 12:1 temporary construction notch must be constructed at the contractor’s expense for all milled drops over 2 inches that are left at the end of each construction day/shift. No pavement drop-offs will be allowed to exist under traffic.

All milled surfaces must be paved prior to the removal of the traffic control pattern. Traffic must not run on milled surfaces.

For construction occurring during long term traffic operations, all milled surfaces must be paved prior to the removal of the traffic control pattern. Traffic must not run on milled surfaces or leveling/scratch courses.

All pavement joints, including longitudinal joints, are to be sealed.

Trackless tack coat is required.

All shoulder reconstruction, joint repair, and base repair areas must be filled with asphalt and returned to grade at the end of each workday/ work shift.

Use of a Material Transfer Vehicle (MTV) will be required for resurfacing of all roads.

Repair any damage to existing pavement areas adjacent to construction operations as directed and at no additional cost to the Department.

All shoulder reconstruction, joint repair and base repair areas must be filled with asphalt and returned to the milled surface (long term operations) or finished grade (short term operations) at the end of each workday/work shift.

All drop-off conditions must be addressed according to section 901.3 of Publication 408 during construction and prior to the end of each workday.

Prior to final wearing course the existing roadway surface, adjust all manholes with existing surface deficiencies exceeding ½” flush with the existing pavement. Do not begin final wearing course operation until all manholes determined to be deficient have been adjusted and deemed acceptable by the Representative.

Pavement Marking Restrictions and Requirements:

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Complete all permanent pavement markings within 30 calendar days of placing the final wearing course. After October 31st, place permanent pavement markings within 7 calendar days after the completion of paving.

Paint all centerlines, broken white lines, and edge lines immediately following the work shift or when directed.

Contact / Notification Restrictions and Requirements:

Notify the Project Manager and Contact Jessica Ruddy, District 4-0 Community Relations Coordinator, at (570) 963-4044 for a media release of work two weeks prior to start of work. Include project specific details.

Notify all municipalities and emergency services, to keep them informed of work that will close off their highway access.

Notify the Department Representative at least 4 calendar days prior to the start of any operation which will affect the flow of vehicular traffic and provide the Department Representative with details of the work to be done. The Department will advise the public of these restrictions and possible delays.

Contact emergency services and appropriate municipal officials including police, fire, ambulance, schools, and postal services two (2) weeks prior to start of work to inform them of proposed work schedule. Provide copies of notification to the Project Manager.

Sealing/ Patching Restrictions and Requirements:

For accelerated concrete patches, only excavate areas that can be patched by end of work shift.

Pavement joints for each State Route must be sealed within 7 days after patching is complete.

Right-of-Way Restrictions and Requirements:

All Work is to be completed within the Right of Way.

General Restrictions and Requirements:

Once the project is initiated, make every effort to perform continuous construction operations and minimize the length of the project.

Continuous construction operations are defined as providing active construction staffing, equipment, and sufficient material each workday.

Comply with all local municipal zoning ordinances regarding construction related noise.

Coordinate work with projects in or near the limits of work. No time extensions will be given in this contract, due to delays on work to be performed by others.

Protect any material being hauled to or away from the construction site. Cover any loads which create dust or other undesirable conditions. Loads of waste material emitting any liquid drippings are not allowed on any public roadway. Clean or sweep debris left from construction activities on any public roadway with a street sweeper or broom to the satisfaction of the Representative at no additional cost to the Department.

The Department has not provided additional time in the contract for acquiring waste areas and/or permits for these waste areas, if required. The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

Perform concrete truck washing at a site as indicated on the E&S plan.

No blasting is allowed on this project.

No burning is allowed.

Ensure Inspection Field Offices are within 1 mile of project site.

The work area is to be maintained in a neat and orderly condition. Remove all debris from the work area at the close of each day operations.

Do not allow employees to park their personal vehicles on any traveled roadway or shoulder. It will be the Resident Engineer’s responsibility to determine/designate the appropriate parking areas, dependent upon construction.

Do not store flammable material and chemicals underneath any bridge within the project limits.

Sufficient time has been allowed in the project to procure materials. A time extension will not be given for materials not ordered on time.

Do not operate off-road equipment on any State-owned bridge or roadway.

Be responsible for and provide security as required to prevent vandalism or cracking on unhardened concrete surfaces.

There are no on-site waste areas. The contractor will be responsible for hauling all excess spoils to an offsite location(s). The contractor will be responsible for ensuring all offsite waste areas have approved E&S plans and associated permits.

Do not store any equipment or stockpile any material within 30 feet of any roadway open to traffic unless protected by temporary barrier.

Road user liquidated damages will be assessed on this project in accordance with the specifications established in the Special Provision entitled “Road User Liquidated Damages”.

The contractor is to utilize and allocate crew’s equipment and materials as necessary for the completion of work activities within the specified work periods, to deliver the project on the specified completion date, uphold project milestones, and meet all contractual requirements.

Obey local municipality ordinances related to noise, working hours, and all other construction activities.

Roadway/ Drainage Restrictions and Requirements:

Any guiderail (panels, posts, etc.) removed must be reinstalled at the end of each day if not behind concrete barrier.

Maintain drainage structures within the project limits. Drainage courses are to be functional throughout construction of the project.

Traffic/ Traffic Control Restrictions and Requirements:

5 days before the completion of work of each phase of construction and before the M&PT is reset or removed, the contractor is to contact the Assistant Bridge Engineer (Gary Borgacci at 570.963.3513 Call: 570.963.3513) to schedule an (NBI) inspection for each

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Monitor traffic control devices as specified in the Special Provision "Item 0901- 0001 - Maintenance and Protection of Traffic During Construction" and the Traffic Control Plan. Be prepared to correct any deficiencies immediately. Failure to correct deficiencies in a timely fashion may result in a project shutdown. No additional contract time will be allowed to compensate for time lost resulting from a failure to meet requirements of this provision.

Submit any alternate work plan along with proposed methods of traffic control a minimum of two (2) weeks prior to the pre-construction conference for Department review and approval. Submit alternate plans only when a time savings or significant benefit to the Department is approved.

Always maintain traffic during the construction phase, as required in the maintenance and protection of traffic plans.

Unrestricted traffic is defined as opening the roadway/structure full width including shoulders as approved by the Representative with no further need for traffic restrictive devices.

Construct sedimentation control devices in affected work area prior to performing cleaning and grubbing operations, as approved by the Project Manager. Satisfactorily remove all sedimentation control devices when adequate stabilization has occurred, as directed by the Project Manager, and in accordance with the Erosion and Sediment Pollution Control Plan.

Environmental/ E & S Restrictions and Requirements:

The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

Install Temporary Protective Fence prior to start of work to identify wetland areas.

When removing selected trees and shrubs, contractor must cut all stumps at the ground line.

Immediately remove any stone or debris that adversely enters or impacts the stream during construction activities. Removal of stone or debris that enters the stream during construction activities is considered incidental.

Unnamed Tributary to Nescopeck Creek is designated as CWF, MF (Cold Water and Migratory Fishes) as per PA Code, Title 25, Chapter 93. In order to adhere to the instream restrictions for PA Wild Trout Waters (Supporting Naturally Reproducing Populations of Trout), no construction activities may take place in the streams between October 1st and December 31st of any calendar year.

Install Temporary Protective Fence prior to start of work as indicated in the contract drawings.

Do not store equipment or stockpile material in any wetland or waterway. Do not park any equipment or vehicles overnight near any waterway that would allow oil, gas, hydraulic fluid, or other contaminants to enter the waterway.

Inspect all erosion and sediment pollution control devices daily and after each rainstorm that results in runoff. The Department will monitor these inspections. Repair or replace any defective devices prior to resuming construction activities.

The proposed project is located in the vicinity of the Indiana Bat, Northern Long-Eared Bat, and Tricolored Bat spring staging/fall swarming habitat. The following avoidance and minimization measures should be implemented:

Avoidance and Minimization Measures:

- Ensure all operators, employees, and contractors working in the areas of Indiana Bat, Northern Long-Eared Bat, or Tricolored Bat suitable habitat are aware of all transportation agency environmental commitments, including all applicable avoidance and minimization measures.

- Direct temporary lighting away from suitable habitat during the active…