832879padot67199.pdf

PROPOSAL Report - Project 67199

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PROPOSAL REPORT

Project: 67199 Bid

Package: 1

Current Let: 08/13/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 04 County: Lackawanna

SR/SEC/

Group ID: 3023/D50/---

Description

SR 3023 over Roaring Brook

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - 00-a00110 CONSTRUCTION RESTRICTIONS/REQUIREMENTS - SR 3023 D50 & SR 8025

250 & SR 8025 PRS

G4011B - 00-CONSTRUCTION/HOLIDAY RESTRICTIONS

G90C - 00-g080090 PUBLIC NOTIFICATION

G4010C - 00-REQUIRED NOTIFICATIONS

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

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 56 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G1901B - a01901 INSURANCE--GENERAL APPLICATION G2201A - a02201 RAILROAD COMPANY CONTACT PERSON G2301B - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC G2302A - a02302 Worker Protection and Investment G2401B - a02401 RAILROAD PROTECTIVE SERVICES COSTS N10501B - a10501 BRIDGE SHOP DRAWINGS N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES 00 - a20001 GENERAL REQUIREMENTS – RAILROAD – DELAWARE – LACKAWANNA

RAILROAD CO. INC

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

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

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I70C - c00070 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE I19992A - c19992 ITEM 1999-9999 - TRAINEES I80081A - c80081 ITEM 8030-0001/8000-0001/8100-0001 - BRIDGE STRUCTURE, AS DESIGNED, S-40669

I80081A - c80081 ITEM 8030-0002/8000-0002/8100-0002 - BRIDGE STRUCTURE, AS DESIGNED, S-41804

00 - CIS - b80001 6” PVC PIPE (SCHEDULE 40)

00 - ITEM 0901-0001/0002/0003 – MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - ITEM 4201-0001/4201-0002/4201-0003 – CLEARING AND GRUBBING, TREE REMOVAL

RESTRICTION

00 - ITEM 4205-0278 - SELECTED BORROW EXCAVATION ROCK, CLASS R-8, CHOKED WITH

ROCK, CLASS R-4

00 - ITEM 4601-0313 & 4601-0315 - THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL,

TEMPORARY EXTENSION

00 - ITEM 4601-7014 & 4601-7027 – REINFORCED CONCRETE PIPE, TYPE A, INCLUDES

CORING

00 - ITEM 4605-3011 - TYPE 4 MANHOLE, STORM WATER, HEIGHT >5’ AND

00 - ITEM 4620-1635 – TYPE 31-SCC GUIDE RAIL, NESTED THRIE-BEAM WITH EXTRA

LENGTH POSTS

00 - ITEM 4620-2010 – THRIE-BEAM GUIDE RAIL TO CONC BRIDGE BARRIER TRANSITION W/

O CURB, ABBREV/CURVED

00 - ITEM 4630-0031 – PLAIN CEMENT CONCRETE CURB, 6” HEIGHT, TEMPORARY

00 - ITEM 4901-0321 & 0331 - 6” STANDARD PAVEMENT MARKINGS, PAINT & BEADS, EPOXY .. 108

00 - ITEM 4910-0154 – POLE FOUNDATION, TYPE FC, 10’ LENGTH

00 - ITEM 4910-1066 – ALUMINUM LIGHTING POLE WITH 10-FOOT BRACKET ARM TYPE S,

DAVIT STYLE LIGHT POLE

00 - ITEM 4931-0001 - POST MOUNTED SIGNS, TYPE B, BARRIER MOUNT

00 - ITEM 4933-0001 – POST MOUNTED SIGNS, TYPE D, TEMPORARY

00 - ITEM 4953-0804 – SIGNAL TIMING ADJUSTMENTS, TEMPORARY

00 - ITEM 4956-0700 – VIDEO DETECTOR WITH 16 ZONES

00 - ITEM 4962-1062 - WHITE WATERBORNE PAVEMENT LEGEND, “LEFT ARROW”, 12’-0” X

3’-0”, DOUBLE LEFT ARROW

00 - ITEM 5016-0102 – SIDEWALK PROTECTIVE FENCE STEEL, TEMPORARY

00 - ITEM 5018-0050 – REMOVAL OF PORTION OF EXISTING BRIDGE MODIFIED

00 - ITEM 5018-0051 – REMOVAL OF PORTION OF EXISTING BRIDGE MODIFIED

00 - ITEM 9000-0001 – REPAIR DETERIORATED CONCRETE, TYPE 1

00 - ITEM 9000-0002 – REPAIR DETERIORATED CONCRETE, TYPE 2

00 - ITEM 9000-0003/9000-0304 – DECORATIVE PROTECTIVE FENCE

00 - ITEM 9000-0004 – NATURAL STREAMBED MATERIAL

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00 - ITEM 9000-0005 – THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER

TRANSITION, INCLDS CONCRETE SLAB

00 - ITEM 9000-0006 – TEMPORARY ADA RAMP

00 - ITEM 9000-0007 – REMOVAL OF PORTION OF EXISTING LIGHTING SYSTEM

00 - ITEM 9000-0008 – STORE AND RESET LIGHT POLE

00 - ITEM 9000-0009 - STORE AND RESET SPECIAL SIGN

00 - ITEM 9000-0010 - TEMPORARY CONNECTION TO EXISTING STRUCTURE

I90012A - ITEM 9000-0011/9000-0012/9000-0306 – MAINTENANCE OF EXISTING BRIDGE

00 - ITEM 9000-0013 - LED LUMINAIRE, 250-WATT EQUIVALENT

00 - ITEM 9000-0014 - TEMPORARY RAIL CROSSING

00 - ITEM 9000-0015 - DECORATIVE BARRIER MOUNTED LIGHT POLE WITH LUMINAIRE

00 - ITEM 9000-0016 & 9000-0017- LED LUMINAIRE, ARM MOUNT

00 - ITEM 9000-0018 - TEMPORARY STREAM DIVERSION – ABUTMENT 1

00 - ITEM 9000-0019 - RESET TEMPORARY STREAM DIVERSION – ABUTMENT 1

00 - ITEM 9000-0020 - TEMPORARY STREAM DIVERSION – ABUTMENT 2

00 - ITEM 9000-0021 - UNFORESEEN REPAIRS TO TEMPORARY STREAM DIVERSION

00 - ITEM 9000-0024/9000-0025 - REMOVAL OF KNOWN AND ASSUMED ACM ON BRIDGE

COMPONENTS

00 - ITEM 9000-0031 – FIBER REINFORCED POLYMER (FRP) REPAIR OF CONCRETE

00 - ITEM 9000-0032 – DECORATIVE FENCE

00 - ITEM 9000-0033 – THRIE-BEAM GUIDE RAIL TO CONC BRIDGE BARRIER TRANSITION,

WITH EXTRA LENGTH POSTS

00 - ITEM 9000-0050 - OVERHEAD CONTACT SYSTEM MODIFICATIONS

I90151B - ITEM 9000-0151/9000-0305 - UNFORSEEN BRIDGE REPAIRS

00 - ITEM 9000-0301 – BRIDGE CLEANING

00 - ITEM 9000-0302/9000-0303 CLASS A / CLASS AA CEMENT CONCRETE SPECIAL REPAIRS, >2” DEEP

00 - ITEM 9000-0307 – CLEANING AND PAINTING OF EXPOSED STEEL CHAIRS AND

REINFORCEMENT

00 - ITEM 9000-0308 – THRIE-BEAM GUIDE RAIL TO CONC BRIDGE BARRIER TRANS INCLD

CONNECT TO EXIST BARRIER

I203A - ITEM 9203-0101 & 9203-0102 - TEMPORARY EXCAVATION SUPPORT AND

PROTECTION SYSTEM

00 - ITEM 9952-2026 – CONTR ASSEMBLY, S S ACT 2-12 PH, TYPE 1 MOUNT, TS-2 TYPE 1, WITH EMERG PREEMPTION

00 - PART B – SPECIAL DRAWINGS AND DESIGN REQUIREMENTS

S9013A - SECTION 901.3(k) Work Area Pavement Markings

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BID PACKAGE SUMMARY

Project: 67199 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 08/13/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99 Anticipated NTP: 09/28/2026 Structure Work: 63.00%

Required Completion: 09/21/2032 DBE: 0% Wage Rates: Yes

Description:

The project involves the superstructure replacement for two (2) structures carrying SR 3023 and SR 8025 traffic over Roaring Brook and bridge preservation work on the SR 8025 structure over President Biden Expressway Ramp D along with approach roadway improvements. Replacement superstructures include a single span Composite P/S Concrete Spread Box Beam and a four (4) span P/S concrete spread PA Bulb-Tee Beam superstructure.Other work includes roadway approach pavement reconstruction and shoulder widening, guide rail replacement, E&S control measures, temporary traffic control, signing and pavement marking, partial structure removal, and other miscellaneous construction work. Construction of the bridges will be completed using staged construction as well as while traffic is detoured as indicated on the approved drawings included in the bid package for STATE ROUTE 3023, SECTION D50 in LACKAWANNA COUNTY, CITY OF SCRANTON from a point approximately 0.4 mile north of Birch St at Segment 0060 Offset 0298 to a point 0.2 miles south of President Biden Expressway at Segment 0060 Offset 1088 ANDSTATE ROUTE 8025, SECTION 250 in LACKAWANNA COUNTY, CITY OF SCRANTON from a point approximately 0.2 miles south of Mulberry St at Segment 0500 Offset 0000 to a point approximately 0.5 miles north of Birch St at Segment 0500 Offset 0688 ANDSTATE ROUTE 8025, SECTION PRS in LACKAWANNA COUNTY, CITY OF SCRANTON from a point approximately 0.2 miles south of Jefferson Ave. at Segment 0500 Offset 0494 to a point approximately 0.5 miles north of Birch St at Segment 0500 Offset 0688 with a total work area length of 1572.12 feet (0.298 miles).

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 , TREE REMOVAL RESTRICTION

4201-0002 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING , TREE REMOVAL RESTRICTION

4201-0003 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING INCLUDING, TREE REMOVAL RESTRICTION

0203-0001 C Cubic Yard 1,566.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 1,641.0000 N

SAW CUTTING

4205-0278 C1 Cubic Yard 478.0000 N Proj

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

0205-0281 C1 Cubic Yard 62.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0212-0014 C3, H, M2 Square Yard 1,405.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0220-0010 K1 Cubic Yard 23.0000 N

FLOWABLE BACKFILL, TYPE B

0224-0010 M2 Square Yard 803.0000 N

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

0301-0005 D Square Yard 635.0000 N

PLAIN CEMENT CONCRETE BASE COURSE, 9" DEPTH

0313-0422 E Square Yard 227.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0426 E Square Yard 469.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0436 E Square Yard 252.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 12 "

DEPTH

0314-0103 E Square Yard 147.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 4" DEPTH

0314-0107 E Square Yard 469.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 6" DEPTH

0350-0104 C, E Square Yard 14.0000 N

SUBBASE 4" DEPTH (NO. 2A)

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0350-0108 C, E Square Yard 994.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0109 C, E Square Yard 147.0000 N

SUBBASE 9" DEPTH (NO. 2A)

0350-0114 C, E Square Yard 469.0000 N

SUBBASE 14" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 243.0000 N

SUBBASE (NO. 2A)

0413-0245 F Square Yard 4,377.0000 N

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

DEPTH, SRL-H

0413-0246 F Square Yard 6,155.0000 N

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

DEPTH, SRL-G

0413-0251 F Square Yard 170.0000 N

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

DEPTH, SRL-G

0413-1021 F Ton 158.0000 N

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

MM MIX, SRL-H

0413-1022 F Ton 119.0000 N

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

MM MIX, SRL-G

0413-2072 F Ton 4.0000 N

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

MM MIX, SRL-G

0413-6042 F Square Yard 179.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 4"

0413-6045 F Square Yard 749.0000 N

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

0413-6047 F Ton 1.0000 N

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

0413-7009 F Ton 17.0000 N

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

MIX

0460-0003 F4 Square Yard 21,452.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0013 F3 Square Yard 9,201.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

July 7, 2026 09:17:33 AM Page 8 of 157

0514-0001 G1, G2 Square Yard 101.0000 N

DIAMOND GRINDING OF CONCRETE PAVEMENT

4601-0313 H Linear Foot 18.0000 N Proj

18" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL , TEMPORARY EXTENSION

4601-0315 H Linear Foot 40.0000 N Proj

24" THERMOPLASTIC PIPE, GROUP I, 15'-1.5' FILL , TEMPORARY EXTENSION

0601-7014 H Linear Foot 435.0000 N

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

4601-7014 H Linear Foot 41.0000 N Proj 18" REINFORCED CONCRETE PIPE, TYPE A, 15' - 2' FILL, 100 YEAR DESIGN LIFE , INCLUDES CORING

0601-7027 H Linear Foot 32.0000 N

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

4601-7027 H Linear Foot 42.0000 N Proj 24" REINFORCED CONCRETE PIPE, TYPE A, 10' - 2' FILL, 100 YEAR DESIGN LIFE , INCLUDES CORING

0601-7509 H Linear Foot 44.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0605-2401 K Set 3.0000 N

MANHOLE FRAME AND COVER

0605-2730 K Set 5.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 2.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 10.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2854 K Each 3.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2855 K Each 1.0000 N

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

4605-3011 K Each 1.0000 N Proj

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

0605-5711 K Set 3.0000 N

TYPE C CONCRETE TOP UNIT, 6" CURB HEIGHT AND BICYCLE SAFE GRATE

0605-5720 K Set 2.0000 N

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

0605-5721 K Set 1.0000 N

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

0608-0001 X Lump Sum 1.0000 N

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MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 331.0000 N

6" PAVEMENT BASE DRAIN

0618-0022 H Each 1.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0618-0024 H Each 1.0000 N

CONCRETE COLLAR FOR 24" PIPE EXTENSION

0619-0458 J3 Each 2.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 2, TANGENT (MASH)

0619-0744 J3 Each 2.0000 N

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

INCHES

0619-0750 J3 Each 1.0000 N

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

0620-0400 J Each 2.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 771.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 348.0000 N

TYPE 31-S GUIDE RAIL

4620-1635 J Linear Foot 363.0000 N Proj

TYPE 31-SCC GUIDE RAIL , NESTED THRIE-BEAM WITH EXTRA LENGTH POSTS

0620-1645 J Linear Foot 75.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1670 J Each 2.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 1.0000 N

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

4620-2010 J Each 1.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB , ABBREVIATED AND CURVED

0623-0275 J1 Linear Foot 243.0000 N

REMOVAL OF EXISTING CONCRETE MEDIAN BARRIER

0623-0301 J1 Linear Foot 243.0000 N

CONCRETE MEDIAN BARRIER, F-SHAPE, 32" HEIGHT

July 7, 2026 09:17:33 AM Page 10 of 157

0624-0001 J2 Linear Foot 107.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0300 J2 Each 2.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0600 J2 Each 11.0000 N

LINE POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

0624-0725 J2 Each 1.0000 N

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

0627-3019 J1 Linear Foot 1,331.0000 N

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

0628-3019 J1 Linear Foot 1,211.0000 N

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

0630-0031 K Linear Foot 526.0000 N

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT

4630-0031 K Linear Foot 246.0000 N Proj

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT , TEMPORARY

0630-0041 K Linear Foot 388.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0643-0010 J1 Linear Foot 252.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0643-0030 J1 Linear Foot 346.0000 N

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

0644-0030 J1 Linear Foot 601.0000 N

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

0676-0001 K Square Yard 456.0000 N

CEMENT CONCRETE SIDEWALK

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0686-0061 X Lump Sum 1.0000 N

0686-0063 X Lump Sum 1.0000 N

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

E 0695-0002 K Square Foot 44.0000 N

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DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 44.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0004 K Square Foot 44.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0610 J1 Each 6.0000 N

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

0697-0610 J1 Each 6.0000 N

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

0703-0020 C1, H Cubic Yard 94.0000 N

NO. 1 COARSE AGGREGATE

0703-0024 C1, H Cubic Yard 330.0000 N

NO. 2A COARSE AGGREGATE

0804-0025 M3 Pound 10.0000 N

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

0804-0026 M3 Pound 9.0000 N

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

0804-0027 M3 Pound 122.0000 N

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

0804-0032 M3 Pound 44.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0033 M3 Pound 4.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

0804-0036 M3 Pound 5.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX

0804-0060 X Dollar 1,000.0000 $1.00 Y

SOIL TESTING

0806-0113 M2 Square Yard 1,397.0000 N

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

0811-0003 J2, M Linear Foot 556.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0010 C1 Each 11.0000 N

ROCK CONSTRUCTION ENTRANCE

0855-0003 M2 Each 2.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

July 7, 2026 09:17:33 AM Page 12 of 157

0860-0000 M2 Each 8.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 1.0000 N

INLET FILTER BAG FOR TYPE S INLET

0860-0002 M2 Each 13.0000 N

INLET FILTER BAG FOR TYPE C INLET

0867-0012 M2 Linear Foot 1,151.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 258.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0002 Q Lump Sum 1.0000 N Proj

0901-0003 Q Lump Sum 1.0000 N Proj

0901-0202 Q Each 2.0000 N

FLOODLIGHTS

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

4901-0321 O Linear Foot 2,303.0000 N Proj

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

4901-0331 O Linear Foot 4,031.0000 N Proj

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

0901-0450 Q Each 1.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0002 C1, P8 Each 6.0000 N

JUNCTION BOXES J.B.-2

0910-0154 P8 Each 3.0000 N

POLE FOUNDATION, TYPE FC

4910-0154 P8 Each 3.0000 N Proj

POLE FOUNDATION, TYPE FC , 10' LENGTH

4910-1066 P8 Each 4.0000 N Proj

ALUMINUM LIGHTING POLE WITH 10-FOOT BRACKET ARM (30-FOOT MOUNTING HEIGHT) TYPE S , DAVIT STYLE LIGHT

POLE

0910-1070 P8 Each 2.0000 N

ALUMINUM LIGHTING POLE WITH 15-FOOT BRACKET ARM (30-FOOT MOUNTING HEIGHT) TYPE S

0910-4116 P8 Linear Foot 3,370.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

July 7, 2026 09:17:33 AM Page 13 of 157

0910-5055 C1, P8 Linear Foot 970.0000 N

2" DIRECT BURIAL CONDUIT

0910-5255 C1, P8 Linear Foot 15.0000 N

2" CONDUIT IN STRUCTURE

0910-6000 C1, P8 Linear Foot 970.0000 N

TRENCH

0910-7020 P8 Each 2.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0910-7211 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0001 R Square Foot 162.0000 N

POST MOUNTED SIGNS, TYPE B

4931-0001 R Square Foot 5.0000 N Proj

POST MOUNTED SIGNS, TYPE B , BARRIER MOUNT

4933-0001 R Square Foot 5.0000 N Proj

POST MOUNTED SIGNS, TYPE D , TEMPORARY

0935-0001 R Square Foot 65.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 101.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0104 J, R Each 1.0000 N

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

0937-0106 J, R Each 6.0000 N

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

0937-0107 J, R Each 4.0000 N

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

0937-0112 J, R Each 1.0000 N

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

0937-0113 J, R Each 6.0000 N

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

0937-0114 J, R Each 4.0000 N

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

0937-0200 J1, R Each 6.0000 N

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

0937-0202 J1, R Each 3.0000 N

July 7, 2026 09:17:33 AM Page 14 of 157

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

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0950-0001 P Each 1.0000 N

TRAFFIC SIGNAL INTERSECTION REMOVAL

0951-0220 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM, POWDER COATED

0951-0225 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM, POWDER COATED

0951-0240 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, POWDER COATED

0951-2140 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT)

0951-4102 P Each 3.0000 N

TRAFFIC SIGNAL SUPPORT, 10' PEDESTAL, POWDER COATED

0951-4118 P Each 2.0000 N

PEDESTRIAN STUB POLE, TYPE E, POWDER COATED

4953-0804 P Lump Sum 1.0000 N Proj

SIGNAL TIMING ADJUSTMENTS , TEMPORARY

0954-0012 P8 Linear Foot 240.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 580.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 35.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 99.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 281.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 700.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 1,250.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 200.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 6.0000 N

JUNCTION BOX, JB-27

July 7, 2026 09:17:33 AM Page 15 of 157

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-3208 P Each 6.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3210 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS

0955-3722 P Each 6.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0500 P Each 6.0000 N

PEDESTRIAN PUSH BUTTON

4956-0700 P Each 1.0000 N Proj

VIDEO DETECTOR WITH 16 ZONES

0958-0041 P, Q Each 1.0000 N

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

0958-0221 P, Q Each 1.0000 N

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

0960-0021 O2 Linear Foot 162.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0102 O2 Each 1.0000 N

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

0960-0142 O2 Each 1.0000 N

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

0962-1000 O Linear Foot 1,116.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 3,107.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1004 O Linear Foot 239.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 4,012.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1006 O Linear Foot 565.0000 N

6" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1019 O Linear Foot 158.0000 N

24" WHITE WATERBORNE TRANSVERSE PAVEMENT MARKINGS

July 7, 2026 09:17:33 AM Page 16 of 157

0962-1060 O3 Each 2.0000 N

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

0962-1061 O3 Each 5.0000 N

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

0962-1062 O3 Each 5.0000 N

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

4962-1062 O3 Each 2.0000 N Proj WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0" , DOUBLE LEFT ARROW

0963-0001 O2, O3 Square Foot 710.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 1,463.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 6,839.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 5.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0005 O Linear Foot 1,690.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0006 O Linear Foot 1,422.0000 N

6" YELLOW EPOXY PAVEMENT MARKINGS

0964-0008 O Linear Foot 538.0000 N

8" WHITE EPOXY PAVEMENT MARKINGS

0964-0026 O Linear Foot 16.0000 N

24" WHITE EPOXY TRANSVERSE PAVEMENT MARKINGS

0975-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1001-1040 S2 Cubic Yard 26.0000 N

ACCELERATED STRUCTURAL CONCRETE (ASC)

1001-1080 S2 Cubic Yard 4.0000 N

CLASS AA CEMENT CONCRETE

1002-0052 S7 Pound 734.0000 N

REINFORCEMENT BARS, EPOXY COATED

1003-0008 S2 Each 78.0000 N

DOWEL HOLES, 18" DEPTH

5016-0102 J2, S4 Linear Foot 56.0000 N Proj

SIDEWALK PROTECTIVE FENCE STEEL , TEMPORARY

1018-0048 T1 Lump Sum 1.0000 N

July 7, 2026 09:17:33 AM Page 17 of 157

REMOVAL OF PORTION OF EXISTING BRIDGE

5018-0050 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE MODIFIED

5018-0051 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE MODIFIED

1019-0050 K2 Square Yard 57.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE)

1039-0010 S9 Square Yard 101.0000 N

CONCRETE BRIDGE DECK SURFACE PREPARATION, HYDRODEMOLITION

1040-0120 S9 Square Foot 450.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 2 USING ASC

1040-0130 S9 Square Foot 80.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 3 USING ASC

1041-0010 F3, S2 Square Yard 603.0000 N

SCARIFICATION, 1/4" DEPTH

1045-0020 K2 Square Yard 46.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (EPOXY RESIN)

1047-0013 S3 Square Yard 101.0000 N

POLYESTER POLYMER CONCRETE OVERLAY, 1 3/4"

1090-1018 S2 Square Foot 10.0000 N

PRESTRESSED CONCRETE BEAM REPAIRS

1091-0331 K1 Linear Foot 165.0000 N

EPOXY INJECTION CRACK SEAL

1999-9999 Z Hour 2,000.0000 N Std

TRAINEES

E 8030-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-40669

A 1002-0052 S7 Pound 65,835.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0152 S7 Each 254.0000 N

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

A 1002-0153 S7 Each 8.0000 N

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

A 1002-0220 S7 Pound 197.0000 N

STAINLESS STEEL REINFORCEMENT BARS

O 8000-0001 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

July 7, 2026 09:17:33 AM Page 18 of 157

O 8100-0001 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

E 8030-0002 S Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-41804

A 1002-0052 S7 Pound 246,991.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0152 S7 Each 1,214.0000 N

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

A 1002-0153 S7 Each 1,136.0000 N

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

A 1002-0154 S7 Each 20.0000 N

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

A 1002-0155 S7 Each 130.0000 N

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

A 1002-0156 S7 Each 96.0000 N

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

A 1002-0157 S7 Each 38.0000 N

MECHANICAL SPLICE SYSTEM FOR NO. 10 REINFORCEMENT BARS, EPOXY COATED

A 1002-0220 S7 Pound 296.0000 N

STAINLESS STEEL REINFORCEMENT BARS

O 8000-0002 S Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0002 S Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

9000-0001 S2 Square Foot 88.0000 N Proj

REPAIR DETERIORATED CONCRETE, TYPE 1

9000-0002 S2 Square Foot 109.0000 N Proj

REPAIR DETERIORATED CONCRETE, TYPE 2

9000-0003 J2 Linear Foot 428.0000 N Proj

DECORATIVE PROTECTIVE FENCE

9000-0004 C1 Cubic Yard 84.0000 N Proj

NATURAL STREAMBED MATERIAL

9000-0005 J Each 1.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB, INCLUDES CONCRETE SLAB

9000-0006 K, Q Each 2.0000 N Proj

TEMPORARY ADA RAMP

9000-0007 P Lump Sum 1.0000 N Proj

July 7, 2026 09:17:33 AM Page 19 of 157

REMOVAL OF PORTION OF EXISTING LIGHTING SYSTEM

9000-0008 P Lump Sum 1.0000 N Proj

STORE AND RESET LIGHT POLE

9000-0009 R Lump Sum 1.0000 N Proj

STORE AND RESET SPECIAL SIGN

9000-0010 H Each 1.0000 N Proj

TEMPORARY CONNECTION TO EXISTING STRUCTURE

9000-0011 Z Dollar 50,000.0000 $1.00 Y Std

MAINTENANCE OF EXISTING BRIDGE, S-40669

9000-0012 Z Dollar 150,000.0000 $1.00 Y Std

MAINTENANCE OF EXISTING BRIDGE, S-41804

9000-0013 P Each 1.0000 N Proj

LED LUMINAIRE, 250-WATT EQUIVALENT

9000-0014 Q, W Lump Sum 1.0000 N Proj

TEMPORARY RAIL CROSSING

9000-0015 P Each 3.0000 N Proj

DECORATIVE BARRIER MOUNTED LIGHT POLE WITH LUMINAIRE

9000-0016 P Each 2.0000 N Proj

LED LUMINAIRE, ARM MOUNT

9000-0017 P Each 4.0000 N Proj

LED LUMINAIRE, ARM MOUNT

9000-0018 M2 Linear Foot 122.0000 N Proj

TEMPORARY STREAM DIVERSION - ABUTMENT 1

9000-0019 M2 Linear Foot 120.0000 N Proj

RESET TEMPORARY STREAM DIVERSION - ABUTMENT 1

9000-0020 M2 Linear Foot 219.0000 N Proj

TEMPORARY STREAM DIVERSION - ABUTMENT 2

9000-0021 M2 Dollar 1,000.0000 $1.00 Y Proj

UNFORESEEN REPAIRS TO TEMPORARY STREAM DIVERSION

9000-0024 V2 Dollar 10,000.0000 $1.00 Y Proj

REMOVAL OF KNOWN AND ASSUMED ASBESTOS-CONTAINING MATERIAL ON BRIDGE COMPONENTS

9000-0025 V2 Dollar 10,000.0000 $1.00 Y Proj

REMOVAL OF KNOWN AND ASSUMED ASBESTOS-CONTAINING MATERIAL ON BRIDGE COMPONENTS

9000-0031 S2 Square Foot 1,400.0000 N Proj

FIBER REINFORCED POLYMER (FRP) REPAIR OF CONCRETE

9000-0032 J2, S2 Linear Foot 352.0000 N Proj

DECORATIVE FENCE

July 7, 2026 09:17:33 AM Page 20 of 157

9000-0033 J Each 3.0000 N Proj THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BARRIER TRANSITION WITHOUT CURB, WITH EXTRA LENGTH POSTS

9000-0050 W Lump Sum 1.0000 N Proj

OVERHEAD CONTACT SYSTEM MODIFICATIONS

9000-0151 S2 Dollar 225,000.0000 $1.00 Y Std

UNFORESEEN BRIDGE REPAIRS

9000-0301 Z Lump Sum 1.0000 N Proj

BRIDGE CLEANING

9000-0302 S2 Cubic Foot 49.0000 N Proj

CLASS A CEMENT CONCRETE SPECIAL REPAIRS > 2" DEEP

9000-0303 S2 Cubic Foot 75.0000 N Proj

CLASS AA CEMENT CONCRETE SPECIAL REPAIRS > 2" DEEP

9000-0304 J2 Linear Foot 37.0000 N Proj

DECORATIVE PROTECTIVE FENCE

9000-0305 S2 Dollar 25,000.0000 $1.00 Y Std

UNFORESEEN BRIDGE REPAIRS

9000-0306 Z Dollar 15,000.0000 $1.00 Y Std

MAINTENANCE OF EXISTING BRIDGE

9000-0307 V Lump Sum 1.0000 N Proj

CLEANING AND PAINTING OF EXPOSED STEEL CHAIRS AND REINFORCEMENT

9000-0308 J Each 2.0000 N Proj

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

EXISTING BARRIER

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

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

9952-2026 P Each 1.0000 N Proj

CONTROLLER ASSEMBLY, SOLID STATE ACTUATED, 2-12 PHASE, TYPE I MOUNTING, TS-2 TYPE 1, WITH EMERGENCY

PREEMPTION

July 7, 2026 09:17:33 AM Page 21 of 157

SPECIAL PROVISIONS

Special Provision: 00 - 00-a00110 CONSTRUCTION RESTRICTIONS/REQUIREMENTS - SR 3023 D50

& SR 8025 250 & SR 8025 PRS

Addendum:

Action:

Item(s) Associated:

Header:

a00200 CONSTRUCTION RESTRICTIONS/REQUIREMENTS - SR 3023 D50 & SR 8025 250 & SR 8025 PRS

Provision Body:

With the exception of work related to Item 9000-0050 OVERHEAD CONTACT SYSTEM MODIFICATIONS, all work is to be completed and unrestricted traffic flow is to be restored to SR 3023 prior to beginning work on SR 8025 unless approved by the Representative.

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.

Provide all property owners and/or residents affected by construction with written notification of impending work.

Provide information in accordance with the special provision titled REQUIRED NOTIFICATIONS

Contractor is liable for any and all cold-weather curing per Publication 408.

Contractor is responsible to obtain waste area(s).

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.

Do not block or park in driveways of business’s & residents with construction equipment or vehicles of any kind.

Access to all adjacent private driveways must be maintained at all times during construction.

Monitor traffic control devices as specified in the Special Provisions "Items 0901-0001, 0901-0002 & 0901-0003 - Maintenance and Protection of Traffic During Construction" and the Traffic Control Plans. 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.

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”.

Removal of ice and snow from bridge sidewalks and/or temporary walkway open to pedestrian traffic is incidental to Items 0901-0001, 0901-0002 & 0901-0003 Maintenance and Protection of Traffic in accordance with Publication 408.

Pedestrian access will be maintained on SR 8025 over Ramp D during the entirety of construction.

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

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

July 7, 2026 09:17:33 AM Page 22 of 157

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.

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

Perform concrete truck washing at a site approved by the Inspector-In-Charge

This project is located within the known range of the Northern Long-Eared Bat, (Myotis septentrionalis) species which is protected by the Federal Government. Do not disturb or cut any trees, limbs, or portions of trees, shrubs, or vegetation during the time periods specified in the special provisions for Items 4201-0001, 4201-0002 & 4201-0003. No trees or vegetation can be cut or disturbed during this period of time.

Coordinate with all local events taking place during the duration of the project. During local events in which the Roaring Brook passing through the project area will be utilized, no construction work is permitted.

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

Contact emergency services and appropriate municipal officials including police, fire, ambulance, schools, and postal services two weeks prior to start of work to inform them of proposed work schedule. Notify all municipalities and emergency services, to keep them informed of work that will close off their access to ramp D. Provide copies of notification to the Project Manager.

An initial PA One Call must be placed, and a Complex Ticket Meeting with all necessary parties scheduled within 10 days of when contract work is to begin. For each SR or local road on the contract, place a PA One Call dig ticket 3 days before work is to begin.

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

No burning is allowed.

No blasting is allowed on this project.

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

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

The project includes “Coordinated” utility work. Contractor to coordinate with facility owners for all underground utility work and in accordance with D-419.

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

Once the project is initiated, perform continuous construction operations to minimize the length of the project.

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

The contractor is to utilize and allocate crews 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.

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

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

Maintain drainage structures and drainage courses to be functional throughout construction of the project.

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

July 7, 2026 09:17:33 AM Page 23 of 157

Construct the project in accordance with all environmental commitments specified in the ECMTS Mitigation Items.

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 any public roadway dirtied during construction of this project to the satisfaction of the Representative at no additional cost to the Department.

All utilities to remain in place. Coordinate with utility companies through the PA One Call, to confirm utility locations. The locations shown on the plan are for reference only.

Repair damage caused by construction operations outside the designated work areas at no cost to the Department.

Notify the Inspector-in-Charge 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.

Provide copies of notification to the Inspector-in-Charge.

In addition to the requirements stated in STANDARD SPECIAL PROVISION G-4010 REQUIRED NOTIFICATIONS, notify property owners four calendar days in advance of final grading operations and driveway reconstructions.

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 completion of the final wearing course.

Review guide rail and provide any comments or questions in PPCC within 30 days after Notice to Proceed. A time extension will not be issued for any comments or questions submitted after this timeframe.

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

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.

See “CONSTRUCTION/HOLIDAY RESTRICTIONS” for additional non-working days and times.

No work activities are to be performed within the project limits during the winter shutdown periods (the Tuesday before Thanksgiving to March 31) that require the implementation of long-term traffic control patterns with the exception of tree trimming and removal for SR 8025-250 and SR 8025-PRS. Tree trimming and removal for SR 8025-250 and SR 8025-PRS must be performed between November 16 to March 31. This does not include emergency work or work directed by the Assistant Construction Engineer.

Conduct all in-stream work in accordance with permit GP113502125-009.

No in-stream construction from October 1 to December 31.

Temporary Stream Diversion systems cannot be in place at both abutments at the same time.

Coordinate with Utility Company at least 2 weeks prior to setting of stage 2 beams for SR 3023 Section D50.

Perform the following construction activities at night:

SR 3023 Section D50

Install temporary verizon duct bank support

Removal of temporary duct bank support

SR 8025 Section 250 Install under deck shielding at demolition limits

July 7, 2026 09:17:33 AM Page 24 of 157

Sawcut and remove existing deck spans

Install pier temporary support columns for staged demolition

Sawcut and demolish piers to limits indicated

Perform unforeseen concrete repairs at piers

Prep and install column FRP repairs

F / R / P new cap & bearing seats at pier 3 (includes temporary bracing for stability)

F / R / P new cap & bearing seats at Abut 2

Perform full substructure protective coatings installation

Perform mill and overlay for final wearing installation

SR 8025-PRS

The detour for SR 8025 ramp D is to be implemented for Night Work between the hours of 8 PM and 6AM.

RULDs will be charged for closures of the ramp outside of this timeframe.

For night work provide a work light on all equipment and provide flashing yellow lights on all trucks hauling material on the project. Work lights and approved revolving yellow lights are to be operating at all times while the equipment is within the project limits.

For night work provide the necessary number of illumination devices to satisfactorily illuminate the work area. Illuminate the work area to the satisfaction of the Department Representative.

Provide approved illumination throughout any nighttime work area. Submit an illumination plan for Department review and approval one week prior to the need for illumination.

Perform the following construction activities during weekend detour:

SR 3023 Section D50

Remove existing girders

Set P/S concrete box beams.

SR 8025 Section 250

Mobilize/Demobilize crane remove existing girders and temporary / permanent trolley wire shielding

Catenary line shielding and attachment work

Mobilize/Demobilize crane erect proposed girders

Milestone Compliance:

SR 3023 Stage 1A must be complete by 6/14/2027.

SR 3023 Stage 1B must be complete by 5/16/2028.

SR 3023 Stage 2 must be complete by 11/16/2028.

SR 8025 Stage 1A must be complete by 4/20/2029.

SR 8025 Stage 1B must be complete by 7/22/2030.

SR 8025 Stage 2 must be complete by 6/22/2031.

SR 8025 Stage 3 must be complete by 7/19/2032.

Project Completion Date: 9/21/2032.

July 7, 2026 09:17:33 AM Page 25 of 157

Project Specific Details:

Special Provision: G4011B - 00-CONSTRUCTION/HOLIDAY RESTRICTIONS Addendum:

CONSTRUCTION/HOLIDAY RESTRICTIONS

Provision Body:

Implement the following holiday restriction for the time frames listed below. Do not perform any work, including permit work, which will affect traffic on any State Route unless approved by the Department. Such work and/or activities include, but are not limited to the following:

Slow Moving Construction vehicles entering or leaving the roadways, Crane swings over or near the highway, Any lane closures

Easter - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

Memorial Day and Labor Day - Restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

Thanksgiving - Restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M. following the holiday.

Independence Day (July 4th), Christmas (December 25th) and New Year's (January 1st)

If the holiday is Monday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Tuesday, 12:59 P.M. following the holiday.

If the holiday is Wednesday, then the restriction starts from Tuesday, 12:01 A.M. preceding the holiday to Thursday, 12:59 P.M.

following the holiday.

If the holiday is Thursday, then the restriction starts from Wednesday, 12:01 A.M. preceding the holiday to Sunday, 12:59 P.M.

following the holiday.

If the holiday is Friday, then the restriction starts from Thursday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M. following the holiday.

If the holiday is Saturday or Sunday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Monday, 12:59 P.M.

following the holiday.

Independence Day (July 4th)

If the holiday is Tuesday, then the restriction starts from Monday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M.

following the holiday.

Christmas (December 25th) and New Year's (January 1st)

If the holiday is Tuesday, then the restriction starts from Friday, 12:01 A.M. preceding the holiday to Wednesday, 12:59 P.M. following the holiday.

July 7, 2026 09:17:33 AM Page 26 of 157

Special Provision: G90C - 00-g080090 PUBLIC NOTIFICATION

PUBLIC NOTIFICATION

Provision Body:

Prepare and distribute, with the Engineer's approval, a letter to adjacent residents and businesses, describing the anticipated work sequence, traffic control, phase completions, and possible concerns, in nontechnical terms. Also include names and telephone numbers of the following field personnel: Contractor's superintendent, PENNDOT's Project Engineer, and Assistant Construction Engineer.

Eric H. Usbeck

General Dynamics Ordnance & Tactical Systems

156 Cedar Ave, Scranton PA 18505

Eric.Usbeck@gd-ots.com

Phone: (570) 903-5999

Bode J. Morin

PA Anthracite Heritage Museum & Scranton Iron Furnaces

22 Bald Mountain Rd, Scranton, PA 18504 bmorin@pa.gov

Phone: (570) 963-4804 | Cell: (717) 810-7699 |

Bob Murphy

Northeast Installation & Rigging

1 Laurel Line Drive, Scranton, PA 18504 (Property Address)

261 States Road, Dalton, PA 18414 (Contact Address) nerig2054@gmail.com

Phone: (570) 947-3225 mailto:Eric.Usbeck@gd-ots.com mailto:bmorin@pa.gov mailto:bmorin@pa.gov

July 7, 2026 09:17:33 AM Page 27 of 157

Special Provision: G4010C - 00-REQUIRED NOTIFICATIONS Addendum:

REQUIRED NOTIFICATIONS

Provision Body:

Provide the following notification to the Inspector-in-Charge of the following:

Start of physical work – seven calendar days Width, height, or weight restrictions to any roadway – ten working days (excluding State holidays). This information should be on the form M-937R.

Removal of width, height, or weight restrictions to any roadway – immediately upon removal. This information should be on the form M-937RO.

Start of any operation affecting traffic (lane closures, total closures, etc.) -- seven calendar days with a confirmation the morning of the operation.

You will not be permitted to close or restrict any roadway until ten working days (excluding State holidays) after such notification is received by the District Permits Unit.

No time extensions will be granted for failure to submit the required notices.

Also, directly notify local residents, school districts, local and county emergency management agencies (EMAs) of work that impacts those entities at the start of the project and again no less than four calendar days in advance of such work. Provide documentation of such notifications to the Inspector-in-Charge.

Regardless of these provisions, provide notification to any entities that are affected by your operations sufficiently ahead of the operations to allow those entities to adjust their operations accordingly.

Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

July 7, 2026 09:17:33 AM Page 28 of 157

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the…