828659padot102312.pdf

PROPOSAL Report - Project 102312

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PROPOSAL REPORT

Project: 102312 Bid

Package: 1

Current Let: 07/02/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 05 County: Lehigh

SR/SEC/

Group ID: 309/14M/GF

Description

PA 309 Resurface

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 Access Restriction for Parcel 100 00 - a00002 CONSTRUCTION RESTRICTIONS 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 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS 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 G1902B - a01902 INSURANCE--GENERAL APPLICATION-ADDITIONAL COVERAGE LIMITS G2201A - a02201 RAILROAD COMPANY CONTACT PERSON 00 - a02301 MAINTENANCE AND PROTECTION OF RAILROAD TRAFFIC (3rd Party Flagging Direct Hire)

G2302A - a02302 Worker Protection and Investment N10501B - a10501 BRIDGE SHOP DRAWINGS N10550B - a10550 HEAVY CONSTRUCTION WAGE RATES G108E - a10800 GENERAL REQUIREMENTS - RAILROAD - NORFOLK SOUTHERN 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 00 - c02011 ITEM 4201-0001 CLEARING AND GRUBBING, INCLUDING BUSINESS SIGN, UTILITY POLES AND WALL REMOVAL

00 - c02021 ITEM 4202-0001 DEMOLITION, PARCEL 100 00 - c02022 ITEM 4202-0002 DEMOLITION, PARCEL 104 00 - c02023 ITEM 4202-0003 DEMOLITION, PARCEL 107 00 - c02024 ITEM 4202-0004 DEMOLITION, PARCEL 109 00 - c02051 ITEM 4205-0285 SELECTED BORROW EXCAVATION, COARSE AGGREGATE NO.

57 WITH COMPOST

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00 - c06013 ITEM 4601-1663 - 18" SPIRAL RIB ALUMINIZED STEEL PIPE, TEMPORARY 00 - c06051 ITEMS 4605-2730/2850 TYPE M CONCRETE TOP UNIT & GRATE, TEMP. & STD

INLET BOX, TEMP

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c06101 ITEM 4610-0001 - 4 IN UNDERDRAIN, TYPE 1 BACKFILL, MODIFIED AGGREGATE

PLACEMENT

00 - c08081 ITEM 4808-0101 - TREE, SPECKLED ALDER (3' HT. B.R.)

00 - c08082 ITEM 4808-0102 - TREE, BLACK WILLOW (3' HT. B.R.)

00 - c08501 ITEM 4850-0032/0033 - ROCK, CLASS R-4 & R-5 CHOKED WITH STREAMBED

MATERIAL

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

CONSTRUCTION

00 - c09379 ITEM 4937-0339 - FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK

00 - c09541 ITEM 4954-0403 - ELECTRICAL SERVICE, TYPE C WITH LUMINAIRES 00 - c10011 ITEM 5001-1140- CLASS C CEMENT CONCRETE, OVER-EXCAVATION 00 - c10471 ITEM 5047-0010 – POLYESTER POLYMER CONCRETE OVERLAY, 1”, WITH

RESTRICTIONS

I19992A - c19992 ITEM 1999-9999 - TRAINEES I80141A - c80141 ITEMS 8520-0001/8510-0001 – ALTERNATE CULVERT, S-43398 00 - c80143 PART B SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-43398 00 - c90201 ITEM 9000-0201 - POTENTIAL HAZARDOUS MATERIAL ABATEMENT (PARCELS 100, 104, 107 & 109)

00 - c90203 ITEM 9000-0203 - POTENTIAL LEAD-BASED PAINT REMOVAL AND DISPOSAL FOR

DEMOLITION

00 - c90205 ITEM 9000-0205 - PREDEMOLITION BUILDING INSPECTION FOR ASBESTOS-

MATERIAL/LEAD-BASED PAINT

00 - c90207 ITEM 9000-0207 - PRE AND POST CONSTRUCTION SURVEY 00 - c90351 ITEM 9000-0351 - DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING) 00 - c90647 ITEM 9000-0647 - CEMENT CONCRETE STAIR RECONSTRUCTION 00 - c90801 ITEM 9000-0801 - TOPSOIL RESTORATION 00 - c90802 ITEM 9000-0802 - AMENDED SOILS 00 - c90803 ITEM 9000-0803 - AMENDED SOILS - BASIN 00 - c90931 ITEM 9000-0931 - POST MOUNTED SIGNS, TYPE B, POST REMOVAL AND

INSTALLATION FOR LANTA

00 - c90995 ITEM 9000-0995 – SNOW REMOVAL AND ICE CONTROL 00 - c90996 ITEM 9000-0996 - UNFORESEEN ROADWAY REPAIRS 00 - c91001 ITEM 9000-1001 - ON DEMAND PRIORITY STORMWATER REPAIRS 00 - c91901 ITEM 9000-1901 - SCM MAINTENANCE AND INSPECTION 00 - c91913 ITEM 9000-1913 - TEMPORARY STREAM BYPASS 00 - c91914 ITEM 9000-1914 - TEMPORARY COFFERDAM 00 - c91922 ITEM 9000-1922 - NPDES PERMIT OVERSIGHT, REPORTING AND TRACKING 00 - c91960 ITEM 9000-1960 – SINKHOLE REPAIR

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00 - c91990 ITEM 9000-1990 - TRACER WIRE #10 AWG 00 - c91991 ITEM 9000-1991 – TEMPORARY INLET CAP 00 - c91992 ITEM 9000-1992 - TEMPORARY PIPE CAP 00 - c92081 ITEM 9000-2081 – SEAL JOINTS IN CONCRETE BARRIERS, S-40225 00 - c92601 ITEM 9000-2601 – UNFORESEEN STRUCTURE REPAIRS, S-40225 00 - c93100 ITEM 9000-3100 – REPAIR DETERIORATED CONCRETE I68C - c95101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

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

CONCRETE

I2032D - c98032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-43398

I2032D - c98032 ITEM 9203-0102 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM, S-40225

00 - ITEM 9000-0600 - UNFORESEEN EXISTING DRAINAGE REPAIRS

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BID PACKAGE SUMMARY

Project: 102312 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: RESURFACING/OVERLAYS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 07/02/2026 11:00:00 AM Project Cost Range: $15,000,000.00 - $19,999,999.99 Anticipated NTP: 08/17/2026 Structure Work: 4.00%

Required Completion: 11/14/2030 DBE: 0% Wage Rates: Yes

Description:

SR 309 Betterment includes pavement restoration of PA 309 from Walbert Ave to Shankweiler Rd including mill and overlay, concrete patching, guiderail upgrades, and pavement markings. The project will also include the widening of the SR 4003 (Orefield Road) and SR 309 intersection and will include additional/extended turning lanes on Walbert Avenue, Chapmans Road, and Huckleberry Road and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 309, SECTION 14M, in Lehigh COUNTY North and South Whitehall Townships from approximately 1600 feet south of the intersection of SR 309 and SR 1006 (Walbert Ave) at segment 0260 offset 2025 and segment 0261 offset 2021 to the intersection of SR 309 and Shankweiler Road at segment 0340 offset 0055.

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 , INCLUDING BUSINESS SIGN, UTILITY POLES AND WALL REMOVAL

4202-0001 B Lump Sum 1.0000 N Proj

DEMOLITION , PARCEL 100

4202-0002 B Lump Sum 1.0000 N Proj

DEMOLITION , PARCEL 104

4202-0003 B Lump Sum 1.0000 N Proj

DEMOLITION , PARCEL 107

4202-0004 B Lump Sum 1.0000 N Proj

DEMOLITION , PARCEL 109

0203-0001 C Cubic Yard 28,162.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 9,869.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 3,303.0000 N

CLASS 2 EXCAVATION

0204-0101 C1, S1, T Cubic Yard 3.0000 N

CLASS 3 EXCAVATION

0205-0282 C1 Cubic Yard 302.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 3

0205-0285 C1 Cubic Yard 40.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

4205-0285 C1 Cubic Yard 13.0000 N Proj

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57 WITH COMPOST

0212-0001 C3, H, M2 Linear Foot 21,739.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 39,366.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0220-0020 K1 Cubic Yard 82.0000 N

FLOWABLE BACKFILL, TYPE C

0313-0426 E Square Yard 5,635.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0526 E Square Yard 16,227.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

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0314-0103 E Square Yard 16,227.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 4" DEPTH

0350-0106 C, E Square Yard 5,670.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0110 C, E Square Yard 16,227.0000 N

SUBBASE 10" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 17.0000 N

SUBBASE (NO. 2A)

0413-0244 F Square Yard 4,307.0000 N

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

DEPTH, SRL-E

0413-0245 F Square Yard 4,621.0000 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

0413-0292 F Ton 37.0000 N

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

0413-0397 F Square Yard 82,443.0000 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

0413-1029 F Ton 2,282.0000 N

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

MIX, SRL-L

0413-2089 F Ton 502.0000 N

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

MIX, SRL-L

0413-6045 F Square Yard 3,503.0000 N

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

DEPTH

0413-6055 F Square Yard 16,227.0000 N

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

DEPTH

0450-1511 F1 Ton 20.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, MANUAL PATCHING, PG 64S-22, 3 TO < 10 MILLION

ESALS, 12.5 MM MIX, SRL-E

0450-3510 F1 Ton 20.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, MANUAL PATCHING, PG 64S-22, 3 TO < 10 MILLION ESALS,

19.0 MM MIX

0460-0003 F4 Square Yard 126,136.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 19,291.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

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0492-0030 F3 Square Yard 50,504.0000 N

PROFILE MILLING, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0020 G, G1, K Square Yard 433.0000 N

PLAIN CEMENT CONCRETE PAVEMENT, 4" DEPTH

0501-0078 G Square Yard 22.0000 N

ACCELERATED PLAIN CEMENT CONCRETE PAVEMENT, 8" DEPTH

0516-3039 G1 Square Yard 25.0000 N

ACCELERATED CONCRETE PAVEMENT PATCHING, TYPE A, 15" DEPTH

0525-0034 G3 Square Foot 450.0000 N

CONCRETE PAVEMENT PARTIAL-DEPTH REPAIR, TYPE 2, ACCELERATED

0601-0051 H Linear Foot 4.0000 N

12" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL (WITH RESILIENCY MEASURES)

0601-0100 H Linear Foot 225.0000 N

18" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL (WITH RESILIENCY MEASURES)

0601-0104 H Linear Foot 43.0000 N

30" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL (WITH RESILIENCY MEASURES)

0601-1663 H Linear Foot 110.0000 N 18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE

4601-1663 H Linear Foot 15.0000 N Proj

18" SPIRAL RIB ALUMINIZED STEEL PIPE, TYPE IR, (3/4" X 3/4" X 7 1/2" CORRUGATIONS), 16 GAGE (WITH RESILIENCY

MEASURES), TEMPORARY

0601-7005 H Linear Foot 4.0000 N

12" REINFORCED CONCRETE PIPE, TYPE A, 30' - 1.5' FILL

0601-7008 H Linear Foot 10.0000 N

15" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL

0601-7014 H Linear Foot 130.0000 N

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

E 0601-7014 H Linear Foot 1,529.0000 N

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

O 0601-0313 H Linear Foot 1,529.0000 N

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

E 0601-7016 H Linear Foot 1,172.0000 N

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

O 0601-0773 H Linear Foot 1,172.0000 N

18" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

0601-7027 H Linear Foot 8.0000 N

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

June 4, 2026 14:58:27 PM Page 9 of 108

E 0601-7030 H Linear Foot 189.0000 N

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

O 0601-0775 H Linear Foot 189.0000 N

24" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

0601-7043 H Linear Foot 18.0000 N

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

E 0601-7045 H Linear Foot 326.0000 N

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

O 0601-0776 H Linear Foot 326.0000 N

30" DUCTILE IRON PIPE, 100 YEAR DESIGN LIFE

0601-7313 H Linear Foot 49.0000 N

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

E 0601-7313 H Linear Foot 71.0000 N

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

O 0601-0353 H Linear Foot 71.0000 N

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

O 0601-2823 H Linear Foot 71.0000 N 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 16 GAGE

0605-2401 K Set 1.0000 N

MANHOLE FRAME AND COVER

0605-2620 K Each 2.0000 N

TYPE D-W ENDWALL

4605-2730 K Set 2.0000 N Proj

TYPE M CONCRETE TOP UNIT AND GRATE , TEMPORARY

0605-2731 K Set 25.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2741 K Set 13.0000 N

TYPE S CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2774 K Set 1.0000 N

TYPE C FRAME AND ADA COMPLIANT GRATE

0605-2850 K Each 61.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 2.0000 N Proj

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

0605-2854 K Each 7.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 2.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

June 4, 2026 14:58:27 PM Page 10 of 108

0605-3011 K Each 1.0000 N

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

0605-5721 K Set 48.0000 N

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

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

4610-0001 H2 Linear Foot 41.0000 N Proj

4" PIPE UNDERDRAIN, TYPE I BACKFILL , MODIFIED AGGREGATE PLACEMENT

0610-7002 H2 Linear Foot 21,647.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 334.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 8.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 8.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-1201 H Each 1.0000 N

CONCRETE END SECTIONS FOR 15" PIPE

0616-1202 H Each 5.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

0616-1252 H Each 5.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

0618-0020 H Each 3.0000 N

CONCRETE COLLAR FOR 12" PIPE EXTENSION

0618-0022 H Each 26.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0618-0024 H Each 1.0000 N

CONCRETE COLLAR FOR 24" PIPE EXTENSION

0618-0026 H Each 2.0000 N

CONCRETE COLLAR FOR 30" PIPE EXTENSION

0619-0459 J1, J3 Each 11.0000 N

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

0619-0744 J3 Each 1.0000 N

June 4, 2026 14:58:27 PM Page 11 of 108

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

INCHES

0620-0400 J Each 3.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 3,028.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0872 J Each 2.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1600 J Linear Foot 1,525.0000 N

TYPE 31-S GUIDE RAIL

0620-1601 J Linear Foot 563.0000 N

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

0620-1625 J Linear Foot 163.0000 N

TYPE 31-SC GUIDE RAIL

0620-1635 J Linear Foot 438.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1670 J Each 3.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 4.0000 N

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

0620-2040 J Each 1.0000 N

W-BEAM TERMINAL CONNECTOR

0623-0412 J1 Linear Foot 231.0000 N

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

0624-0001 J2 Linear Foot 1,705.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0722 J2 Each 2.0000 N

VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 12-FOOT OPENING

0624-0724 J2 Each 1.0000 N

VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 14-FOOT OPENING

0627-3020 J1 Linear Foot 3,710.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0630-0041 K Linear Foot 6,100.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 2,709.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

0651-0104 E, F Square Yard 15,996.0000 N

PAVED SHOULDERS, TYPE 1- SP

June 4, 2026 14:58:27 PM Page 12 of 108

0676-0001 K Square Yard 930.0000 N

CEMENT CONCRETE SIDEWALK

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

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 0695-0004 K Square Foot 410.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

O 0695-0003 K Square Foot 410.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

O 0695-0002 K Square Foot 410.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

0696-0610 J1 Each 6.0000 N

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

0697-0639 J1 Each 4.0000 N

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

0703-0020 C1, H Cubic Yard 2.0000 N

NO. 1 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 249.0000 N

NO. 57 COARSE AGGREGATE

0703-0026 C1, H Cubic Yard 12.0000 N

NO. 3 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 5,653.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 184.0000 N

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

0804-0027 M3 Pound 1,016.0000 N

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

0804-0028 M3 Pound 481.0000 N

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

0804-0032 M3 Pound 62.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0033 M3 Pound 12.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

0805-0022 M3 Ton 7.0000 N

June 4, 2026 14:58:27 PM Page 13 of 108

MULCHING - STRAW

0806-0112 M2 Square Yard 1,071.0000 N

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

0806-0113 M2 Square Yard 12,771.0000 N

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

0806-0121 M2 Square Yard 1,316.0000 N

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

0806-0130 M2 Square Yard 88.0000 N

TEMPORARY LONG-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 4

4808-0101 M Each 56.0000 N Proj

TREE , SPECKLED ADLER (3' HT. B.R.)

4808-0102 M Each 38.0000 N Proj

TREE , BLACK WILLOW (3' HT. B.R.)

0808-3303 M Each 1.0000 N

RED OAK - (2" CAL. B&B)

0808-3460 M Each 3.0000 N

AMERICAN REDBUD - (4' HT. B&B MULTI-STEMMED)

0808-3803 M Each 6.0000 N

WHITE SPRUCE - (6' HT. B&B)

0808-3843 M Each 3.0000 N

WHITE PINE - (6' HT. B&B)

0808-4092 M Each 70.0000 N

SILKY DOGWOOD - (3' HT. B.R.)

0808-7050 M Each 4,343.0000 N

COMMON THREESQUARE (PLUG)

0808-7131 M Each 4,341.0000 N

TUSSOCK SEDGE (PLUG)

0808-7141 M Each 181.0000 N

FRINGED SEDGE (PLUG)

0808-7170 M Each 4,110.0000 N

SOFT RUSH (PLUG)

0808-7221 M Each 2,858.0000 N

WOOLGRASS (PLUG)

0811-0003 J2, M Linear Foot 1,271.0000 N

TEMPORARY PROTECTIVE FENCE

0849-0020 C1 Each 6.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

June 4, 2026 14:58:27 PM Page 14 of 108

0850-0022 C1 Square Yard 14.0000 N

ROCK, CLASS R-4

0850-0031 C1 Cubic Yard 584.0000 N

ROCK, CLASS R-3

0850-0032 C1 Cubic Yard 282.0000 N

ROCK, CLASS R-4

4850-0032 C1 Cubic Yard 126.0000 N Proj

ROCK, CLASS R-4 , CHOKED WITH STREAMBED MATERIAL

0850-0033 C1 Cubic Yard 22.0000 N

ROCK, CLASS R-5

4850-0033 C1 Cubic Yard 67.0000 N Proj

ROCK, CLASS R-5 , CHOKED WITH STREAMBED MATERIAL

0850-0034 C1 Cubic Yard 774.0000 N

ROCK, CLASS R-6

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 1.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 39.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 15.0000 N

INLET FILTER BAG FOR TYPE S INLET

0860-0002 M2 Each 55.0000 N

INLET FILTER BAG FOR TYPE C INLET

0860-0010 M2 Each 5.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET

0860-0011 M2 Each 11.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE S INLET

0860-0012 M2 Each 11.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE C INLET

0867-0012 M2 Linear Foot 1,288.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 1,919.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 851.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0867-0032 C1, H, M2 Linear Foot 382.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

June 4, 2026 14:58:27 PM Page 15 of 108

0872-0001 C1, H Each 2.0000 N

CONCRETE ANTI-SEEP COLLAR

0875-0001 C1, H Each 2.0000 N

CONCRETE OUTLET STRUCTURE

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 44,914.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0324 O Linear Foot 2,125.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 51,589.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 4,998.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 1,146.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0910-2828 P8 Each 10.0000 N

250-WATT HIGH PRESSURE SODIUM LUMINAIRE, ARM MOUNT

0910-4116 P8 Linear Foot 1,550.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5305 C1, P8 Linear Foot 622.0000 N

2" WATERTIGHT FLEXIBLE GALVANIZED STEEL CONDUIT

0931-0001 R Square Foot 942.0000 N

POST MOUNTED SIGNS, TYPE B

0932-0001 R Square Foot 28.0000 N

POST MOUNTED SIGNS, TYPE C

0935-0001 R Square Foot 283.0000 N

POST MOUNTED SIGNS, TYPE F

0935-0350 P3 Each 4.0000 N

LED BLANK-OUT SIGN

0936-0010 R Square Foot 222.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS

0936-0200 R Square Foot 158.0000 N

June 4, 2026 14:58:27 PM Page 16 of 108

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0936-0351 P8 Each 1.0000 N

LED RED SIGNAL AHEAD

0937-0107 J, R Each 61.0000 N

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

0937-0114 J, R Each 61.0000 N

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

0937-0314 R Each 61.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0317 R Each 3.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, RED POST WITH RED/WHITE SHEETING

0937-0337 R Each 140.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH RED/WHITE SHEETING

4937-0339 R Each 3.0000 N Proj

FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING , STORMWATER CONTROL MEASURE (SCM) SIGNAGE

0941-0001 R Each 32.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 10.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0950-0002 P Dollar 20,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0951-0220 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 20' MAST ARM, POWDER COATED

0951-0230 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 30' MAST ARM, POWDER COATED

0951-0235 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM, POWDER COATED

0951-0240 P Each 5.0000 N

TRAFFIC SIGNAL SUPPORT, 40' MAST ARM, POWDER COATED

0951-0245 P Each 3.0000 N

TRAFFIC SIGNAL SUPPORT, 45' MAST ARM, POWDER COATED

0951-0250 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM, POWDER COATED

0951-0255 P Each 1.0000 N

TRAFFIC SIGNAL SUPPORT, 55' MAST ARM, POWDER COATED

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

June 4, 2026 14:58:27 PM Page 17 of 108

0951-2240 P Each 4.0000 N

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

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

0951-2250 P Each 4.0000 N TRAFFIC SIGNAL SUPPORT, 50' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED

0951-4102 P Each 6.0000 N

TRAFFIC SIGNAL SUPPORT, 10' PEDESTAL, POWDER COATED

0951-4112 P Each 6.0000 N

PEDESTRIAN STUB POLE, TYPE B, POWDER COATED

0951-4118 P Each 5.0000 N

PEDESTRIAN STUB POLE, TYPE E, POWDER COATED

0952-1001 P Each 3.0000 N

TIME CLOCK, GPS

0952-1040 P Each 1.0000 N

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

0952-1070 P Each 4.0000 N

ADVANCED TRANSPORTATION CONTROLLER UNIT ASSEMBLY, TYPE 1 MOUNTING

0952-3000 P Each 2.0000 N

CONTROLLER MODIFICATION, RETIMING

0953-0404 P Lump Sum 1.0000 N

FIBER OPTIC COMMUNICATIONS SYSTEM

0953-0800 P Each 1.0000 N

RAILROAD INTERCONNECT

0954-0012 P8 Linear Foot 3,069.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 1,881.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 2,293.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 62.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 1,302.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0201 P8 Linear Foot 5,879.0000 N

SIGNAL CABLE, 14 AWG, 3 CONDUCTOR

0954-0202 P8 Linear Foot 11,142.0000 N

June 4, 2026 14:58:27 PM Page 18 of 108

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 2,687.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 24.0000 N

JUNCTION BOX, JB-27

4954-0403 P8 Each 5.0000 N Proj

ELECTRICAL SERVICE, TYPE C WITH LUMINAIRES

0954-0600 P8 Each 5.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-3208 P Each 52.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 2.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0955-3210 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FIVE 12" SECTIONS

0955-3722 P Each 46.0000 N

LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, TYPE A

0956-0101 P8 Linear Foot 188.0000 N

LOOP SENSOR

0956-0500 P Each 46.0000 N

PEDESTRIAN PUSH BUTTON

0956-0611 P Each 5.0000 N

RADAR AND VIDEO DETECTION SYSTEM

0956-0801 P Each 5.0000 N

OPTICAL PREEMPTION SYSTEM

0958-0041 P, Q Each 1.0000 N

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

0958-0042 P, Q Each 1.0000 N

0958-0043 P, Q Each 1.0000 N

0958-0044 P, Q Each 1.0000 N

0958-0045 P, Q Each 1.0000 N

0958-0221 P, Q Each 1.0000 N

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

June 4, 2026 14:58:27 PM Page 19 of 108

0958-0222 P, Q Each 2.0000 N

0958-0223 P, Q Each 1.0000 N

0958-0224 P, Q Each 1.0000 N

0958-0281 P, Q Each 1.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0960-0005 O2 Linear Foot 4,334.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 1,049.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 3,753.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 23.0000 N

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

0960-0126 O2 Each 3.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "RR CROSSING", 6' - 6", 11' LANE WIDTH (INCLUDES "X", "RR", AND 2

TRANSVERSE BANDS)

0960-0222 O2 Each 8.0000 N

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

0960-0224 O2 Each 17.0000 N

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

0960-0226 O2 Each 1.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "THRU AND RIGHT ARROW", 20' - 0" X 3' - 7"

0962-1000 O Linear Foot 52,051.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1001 O Linear Foot 7,425.0000 N

6" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 80,122.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1025 O3 Each 29.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "ONLY", 8'-0"

0962-1061 O3 Each 9.0000 N

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

0962-1062 O3 Each 22.0000 N

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

0963-0001 O2, O3 Square Foot 5,816.0000 N

PAVEMENT MARKING REMOVAL

June 4, 2026 14:58:27 PM Page 20 of 108

0963-0004 O2, O3 Linear Foot 83,077.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 665.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 50.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0971-0001 R Each 141.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 95.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1001-1120 S2 Cubic Yard 2.0000 N

CLASS A CEMENT CONCRETE

5001-1140 K Cubic Yard 5.0000 N Proj

CLASS C CEMENT CONCRETE , OVER EXCAVATION

1002-0053 S7 Pound 167.0000 N

REINFORCEMENT BARS, EPOXY COATED

1003-0005 S2 Each 20.0000 N

DOWEL HOLES, 12" DEPTH

1018-0048 T1 Lump Sum 1.0000 N

REMOVAL OF PORTION OF EXISTING BRIDGE

1018-0070 C1, T1 Lump Sum 1.0000 N

REMOVAL OF PORTION OF EXISTING CULVERT

1040-0120 S9 Square Foot 336.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 2 USING ASC

1040-0130 S9 Square Foot 34.0000 N

CONCRETE BRIDGE DECK REPAIR ACCELERATED, TYPE 3 USING ASC

1041-0010 F3, S2 Square Yard 746.0000 N

SCARIFICATION, 1/4" DEPTH

5047-0010 S3 Square Yard 746.0000 N Proj

POLYESTER POLYMER CONCRETE OVERLAY, 1" , WITH RESTRICTIONS

1091-0331 K1 Linear Foot 19.0000 N

EPOXY INJECTION CRACK SEAL

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

E 8520-0001 S4 Lump Sum 1.0000 N Std

CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT, AS DESIGNED, S-43398

A 1002-0052 S7 Pound 17,381.0000 N

June 4, 2026 14:58:27 PM Page 21 of 108

REINFORCEMENT BARS, EPOXY COATED

A 1003-0005 S2 Each 69.0000 N

DOWEL HOLES, 12" DEPTH

O 8510-0001 S4 Lump Sum 1.0000 N Std

PRECAST CONCRETE BOX CULVERT

9000-0201 B, B1 Dollar 10,000.0000 $1.00 Y Proj

POTENTIAL HAZARDOUS MATERIAL ABATEMENT (PARCELS 100, 104, 107 & 109)

9000-0203 B Dollar 10,000.0000 $1.00 Y Proj POTENTIAL LEAD-BASED PAINT REMOVAL AND DISPOSAL FOR DEMOLITION (PARCELS 100, 104, 107 & 109)

9000-0205 X Lump Sum 1.0000 N Proj

PREDEMOLITION BUILDING INSPECTION FOR ASBESTOS-CONTAINING MATERIAL/LEAD-BASED PAINT (PARCELS 100, 104, 107 AND 109)

9000-0207 X Each 1.0000 N Proj

PRE AND POST CONSTRUCTION SURVEY

9000-0351 W Dollar 50,000.0000 $1.00 Y Proj

DIRECT HIRE FOR PROTECTIVE SERVICES (FLAGGING)

9000-0600 H, H1, K Dollar 25,000.0000 $1.00 Y Proj

UNFORESEEN EXISTING DRAINAGE REPAIRS

9000-0647 N Lump Sum 1.0000 N Proj

CEMENT CONCRETE STAIR RECONSTRUCTION

9000-0801 C1, M2 Cubic Yard 110.0000 N Proj

TOPSOIL RESTORATION

9000-0802 C1, M2 Cubic Yard 585.0000 N Proj

AMENDED SOILS

9000-0803 C1, M2 Cubic Yard 722.0000 N Proj

AMENDED SOILS - BASIN

9000-0931 R Each 28.0000 N Proj

POST MOUNTED SIGNS, TYPE B, POST REMOVAL AND INSTALLATION FOR LANTA

9000-0995 X Dollar 5,000.0000 $1.00 Y Proj

SNOW REMOVAL AND ICE CONTROL

9000-0996 X Dollar 50,000.0000 $1.00 Y Proj

UNFORESEEN ROADWAY REPAIRS

9000-1001 C1, H Dollar 10,000.0000 $1.00 Y Proj

ON DEMAND PRIORITY STORMWATER REPAIRS

9000-1901 Z Lump Sum 1.0000 N Proj

SCM MAINTENANCE AND INSPECTION

9000-1913 M2 Lump Sum 1.0000 N Proj

TEMPORARY STREAM BYPASS

June 4, 2026 14:58:27 PM Page 22 of 108

9000-1914 C1, M2 Linear Foot 124.0000 N Proj

TEMPORARY COFFERDAM

9000-1922 X Dollar 5,000.0000 $1.00 Y Proj

NPDES PERMIT OVERSIGHT, REPORTING AND TRACKING

9000-1960 C1 Dollar 10,000.0000 $1.00 Y Proj

SINKHOLE REPAIR

9000-1990 H Linear Foot 41.0000 N Proj

TRACER WIRE #10 AWG

9000-1991 H, K Each 15.0000 N Proj

TEMPORARY INLET CAP

9000-1992 H Each 6.0000 N Proj

TEMPORARY PIPE CAP

9000-2081 G4, S2 Linear Foot 28.0000 N Proj

SEAL JOINTS IN CONCRETE BARRIERS, S-40225

9000-2601 S2, S9 Dollar 10,000.0000 $1.00 Y Proj

UNFORESEEN STRUCTURAL REPAIRS, S-40225

9000-3100 S2 Square Foot 40.0000 N Proj

REPAIR DETERIORATED CONCRETE

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-43398

9203-0102 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM, S-40225

June 4, 2026 14:58:27 PM Page 23 of 108

SPECIAL PROVISIONS

Special Provision: 00 - a00001 Access Restriction for Parcel 100 Addendum:

Action:

Item(s) Associated:

Header:

Access Restriction for Parcel 100

Provision Body:

The contractor is restricted from accessing, modifying, damaging, and demolishing all structures located on Parcel 100, including but not limited to the residential dwelling and garage, all marked to be demolished. This restriction is in place until July 16, 2026, unless notified in writing sooner by PennDOT's representative.

All vehicular ingress and egress by the property tenant and all pedestrian access by the property tenant must remain unimpeded until July 16, 2026.

All supporting facilities such as electric supply must remain undisturbed by the contractor until July 16, 2026.

Project Specific Details:

Special Provision: 00 - a00002 CONSTRUCTION RESTRICTIONS Addendum:

CONSTRUCTION RESTRICTIONS

Provision Body:

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

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.

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.

Secure and maintain the security of the construction site.

June 4, 2026 14:58:27 PM Page 24 of 108

Protect all utilities in the construction area.

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

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.

Maintain access to homes, businesses and properties at all times.

Construct the project in accordance with all environmental commitments specified on the attached ECMTS matrix.

Seasonal trout stream construction restriction – project streams that are classified as wild trout streams. No construction activities are allowed within the stream channel between October 1st to December 31st.

Install protective fence as indicated on the E&S Plan and Project Environmental Features Plan to protect sensitive site features prior to initiating construction activities.

The inspection field office location will be coordinated with the Inspector-in-Charge and Assistant Construction Engineer.

Stocked trout stream construction restriction – project streams that are classified as stocked trout streams. No construction activities are allowed within the stream channel between February 15th to June 1st.

A SPLP representative must be present when working within 25 feet of SPLP pipeline. Contact John Ruszkay at 610-670-3286 at Energy Transfer/Sunoco Pipeline to coordinate with a representative, prior to working near the pipeline.

Non-vibratory compaction is required.

A Buckeye field representative must be onsite for any work being done within 25 feet of Buckeye’s pipeline. Contact Brian Yarko at 484-633-7420 at Buckeye Pipeline Line Company to coordinate with a representative, prior to working near the pipeline. Non-vibratory compaction is required.

UGI Utilities, Inc requires daily spot checks to be conducted on any excavation using mechanized or powered equipment within ten (10) feet of a UGI facility. Equipment restrictions based on the PA One Call tolerance zone requirements.

Coordinate with Jason Kelly from UGI at 201-895-3281.

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.

June 4, 2026 14:58:27 PM Page 25 of 108

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 Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production

June 4, 2026 14:58:27 PM Page 26 of 108 under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

106.10(a) Buy America Provisions. Revise last paragraph to read as follows:

Products manufactured of foreign steel or iron materials may be used, provided the cumulative cost of such products as they are delivered to the project does not exceed 0.1% of the total contract amount, or $2,500, whichever is greater.

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(a) Build America, Buy America Act. The Federal Bipartisan Infrastructure Law (Public Law 117-58) includes the Build America, Buy America Act that requires all iron, steel, manufactured products, and construction materials used to be produced in the United States.

June 4, 2026 14:58:27 PM Page 27 of 108

The term produced in the United States defined as:

1. Iron or Steel Products. All manufacturing processes from the initial melting stage through the application of coatings occurred in the United States according to Section 106.10(a).

2. Manufactured Product. Final assembly of all manufactured products permanently incorporated into the project must be manufactured in the United States.

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall

Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.

3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

3.d Construction materials where all manufacturing processes did not occur in the United States may be used, provided the cumulative cost of such construction materials is no more than the lesser of $1 million of 5% of total applicable costs for the project.

Special Provision: C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608

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CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the

Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated

CCD.

Within 14 days of completing the construction of a stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each SCM to the Representative through PPCC. Form CS-102 has information required to complete the Chapter 102 Form(s). Ensure the General Project and SCM Information, Construction Information, and Licensed Professional Certification sections are completed by the identified licensed professional responsible for overseeing the critical stages of the approved PCSM plan.

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

Assist the Representative in performing visual site inspections weekly and after each precipitation event greater than 0.25 inches to ensure the project's E&S Best Management Practices (BMPs) are functioning properly. Immediately initiate corrective actions, at no additional cost to the Department, upon notification by the Representative of noncompliance with the provisions of this section that the Representative has determined requires immediate corrective action under Department policies. For all other notifications of noncompliance, initiate corrective actions within 24 hours. Failure or refusal to promptly comply with such notice upon receipt may, at the Department’s sole discretion, result in: the withholding payment of estimates for work completed until the requirements of the E&S Plan are met, assessment of E&S noncompliance liquidated damages as specified in Section 108.07(d) or issuance of a written order stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

approved Post Construction Stormwater Management (PCSM) Plan.

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Nothing in this Section is to be interpreted to relieve the Contractor of its obligation to fully and timely comply with all applicable laws and any permits for the project. The time periods set forth in this Section do not supersede any more stringent time periods required by applicable laws or permits for the project.

If corrective action or noncompliance with the provisions of this Section result from design errors/omissions or a precipitation event exceeding the design storm criteria as specified in applicable Department publications; the cost and/or time required for the performance of the corrective actions for noncompliance notices or stop work orders will be considered as specified in Section 110.03 and Section 108.06, as applicable.

Utilize Department, DEP, or other authorized agency’s form(s) included in the contract or project permits unless directed otherwise by the Representative, DEP, the County Conservation District or other authorized regulatory agency.

For the purpose of determining compliance with the provisions of this section, “substantial completion” will be considered to have been attained when all of the following project milestones have been reached:

Either a semi-final or final inspection has been performed, physical work is complete, and an…