845883padot61972.pdf

PROPOSAL REPORT

Project: 61972 Bid Package: 1

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

Addendum Count: 0

District: 05 County: Berks

SR/SEC/Group ID: 222/28M/PNNI

Description US 222 Widening

PROPOSAL Report - Project 61972

Page 1 of 120September 22, 2026 14:39:24 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 5

PROJECT ITEMS AND QUANTITIES 6

SPECIAL PROVISIONS 24

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 24 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 24 C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 25 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 27 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 34 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 39 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 40 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 40 G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 41

G1601A - a01601 E.E.O. COVERED AREA 42 G2302A - a02302 Worker Protection and Investment 42 00 - a09999 ACCESS RESTRICTION FOR PARCELS 29, 55, 56, 68, 69 43 00 - a10000 DEMOLITION ITEMS BY PARCEL 44 00 - a10001 NORTHERN LONG EARED BAT TREE REMOVAL RESTRICTION 47 N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW 47

00 - a99000 CIS - 6” PVC PIPE (SCHEDULE 40) 48 00 - b02100 SECTION 210 - SUBGRADE 48 00 - b04131 SECTION 413 – SEASONAL LIMITATIONS 49 S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 49 S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 50 00 - c02011 ITEM 4202-0001 THRU 4202-0069 DEMOLITION PARCEL 51 I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 53 00 - c06102 ITEM 4610-0002 – 6” PIPE UNDERDRAIN TYPE I BACKFILL INCLUDING CLEANOUT

AND TRACER 55

00 - c06107 ITEM 4610-7002 6 INCH PAVEMENT BASE DRAIN, STAGE DRAIN 56 00 - c06761 ITEM 4676-0011 PLAIN CEMENT CONCRETE ISLAND STAINED 56 00 - c09011 ITEM 0901-0001 MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 57

00 - c09105 ITEM 4910-5059– 3" DIRECT BURIAL CONDUIT FUTURE USE 62 00 - c09371 ITEM 4937-0337 – FLEX. DELIN. POST, GROUND-MOUNT TYPE GM-2, RED POST

W/ RED/WHITE SHEETING 62

00 - c09411 ITEM 4941-0001 RESET POST MOUNTED SIGNS, TYPE B, SIGNS ON TYPE III

BARRICADE 63

00 - c10181 ITEM 1018-0001 - REMOVAL OF EXISTING BRIDGE 63 I19992A - c19992 ITEM 1999-9999 - TRAINEES 64 I80041A - c80041 ITEM 8030-0001/8000-0001/8100-0001 - ALTERNATE BRIDGE STRUCTURE 66

Page 2 of 120September 22, 2026 14:39:24 PM

00 - c80042 PART B – SPECIAL DRAWINGS AND DESIGN REQUIREMENTS 72 00 - c90201 ITEM 9000-0201 HAZARDOUS MATERIAL ABATEMENT 74 00 - c90203 ITEM 9000-0203 LEAD-BASED PAINT REMOVAL AND DISPOSAL FOR

DEMOLITION 75

00 - c90205 ITEM 9000-0205 PREDEMOLITION BUILDING INSP FOR ASBESTOS-CONTAINING

MATERIAL/LEAD-BASED PAINT 76

00 - c90210 ITEM 9000-0210 SELECTED BORROW EXCAVATION, ROCK CLASS R-7, CHOKED

WITH ROCK, CLASS R-4 78

00 - c90220 ITEM 9000-0220 – OVER-EXCAVATION AND BACKFILL WITH COARSE

AGGREGATE 79

00 - c90500 ITEM 9000-0500 UNFORESEEN ROADWAY REPAIRS 79 00 - c90600 ITEM 9000-0600/0601 PERMANENT PLUG 80 00 - c90632 ITEM 9000-0632 MEDIAN TRANSITION BARRIER AT BRIDGE 81 00 - c90633 ITEM 9000-0633 MEDIAN TRANSITION BARRIER TO GUIDERAIL 81 00 - c90634 ITEM 9000-0634 CURB TRANSITION – VERTICAL TO CONCRETE MOUNTABLE

CURB, TYPE A 81

00 - c90645 ITEM 9000-0645 RELOCATE MAILBOX 82 00 - c90676 ITEM 9000-0676 SAFETY FENCE 83 00 - c90806 ITEM 9000-0806 WETLAND SEED MIX 84 00 - c90810 ITEM 9000-0810 – BIO-RETENTION SOIL 85 00 - c90899 ITEM 9000-0899 SELECTIVE TREE REMOVAL AND TRIMMING 86 00 - c90915 ITEM 9000-0915– LED LUMINAIRE, ARM MOUNT 87 00 - c90995 ITEM 9000-0995 SNOW REMOVAL AND ICE CONTROL 87 00 - c91900 ITEM 9000-1900 TEMPORARY INLET CAP 89 00 - c91901 ITEM 9000-1901 SCM MAINTENANCE AND REPAIRS 89 00 - c91902 ITEM: 9000-1902 WEIGHTED SEDIMENT FILTER TUBE INSTALLATION IN A

CONCENTRATED FLOW AREA 90

00 - c91903 ITEM 9000-1903 COMPACTED CLAY LAYER 91 00 - c91906 ITEM 9000-1906 ON DEMAND STORMWATER REPAIRS 92 00 - c91909 ITEM 9000-1909 – DEWATERING FACILITY 94 00 - c919129 ITEM 9000-1929 TEMPORARY INLET PLUG 94 00 - c91916 ITEM 9000-1916 – TEMPORARY FLEXIBLE PIPE CONNECTOR 95 00 - c91925 ITEM 9000-1925 – SKIMMER DISCHARGE SYSTEM 96 00 - c91927 ITEM 9000-1927 COMPOST SOCK SEDIMENT TRAP 97 00 - c91928 ITEM 9000-1928 – ROCK BARRIER 98 00 - c91953 ITEM 9000-1953 SITE WORK PLAN 99 00 - c91954 ITEM 9000-1954 HEALTH AND SAFETY PLAN 100 00 - c91956 ITEM 9000-1956 EXCAVATION SAMPLING, ANALYSIS AND REPORTING 101 00 - c91957 ITEM 9000-1957 HANDLING AND DISPOSAL OF REGULATED FILL 103 00 - c91959 ITEM 9000-1959 HANDLING AND DISPOSAL OF RESIDUAL WASTE, NON-

HAZARDOUS 105

00 - c91960 ITEM 9000-1960 REMEDIATION OF SINKHOLES 107 I2032D - c92032 ITEM 9203-2101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM 108

Page 3 of 120September 22, 2026 14:39:24 PM

00 - c94900 ITEM 9000-4900 OFF-DUTY UNIFORMED POLICE OFFICER 111 00 - c94901 ITEM 9000-4901 PRE AND POST CONSTRUCTION SURVEY OF PARCEL 84

CESSPOOL 112

00 - c94981 ITEM 9000-4981 UTILITY TEST PITS 113 00 - c94990 ITEM 9000-4990 WELL ABANDONMENT 114 I68C - c95101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE 115

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

CONCRETE 116

I63A - c99605 ITEM 9960-0005/0008 – RECESSED WET-REFLECTIVE TAPE PAVEMENT

MARKINGS 117

Page 4 of 120September 22, 2026 14:39:24 PM

BID PACKAGE SUMMARY

Project: 61972 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: WIDENING (ADDITIONAL LANES)

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 11/05/2026 11:00:00 AM Project Cost Range: $80,000,000.00 - $89,999,999.99 Anticipated NTP: 12/21/2026 Structure Work: 5.00%

Required Completion: 10/26/2032 DBE: 0% Wage Rates: Yes

Description:

4.5 miles of reconstruction and widening of roadway work (providing for two twelve-foot lanes, one ten-foot outside shoulder and one 4-foot inside shoulder in each direction). Also included is a center median barrier, a bridge replacement, roundabouts at Richmond Rd and Pleasant Hill Rd and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 222, SECTION 28M, in BERKS COUNTY, RICHMOND AND MAIDENCREEK TOWNSHIP from approximately Shaeffer Road at segment 0440 offset 0303 to approximately the Kutztown Bypass at segment 0530 offset 1478.

Additional Information:

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

Page 5 of 120September 22, 2026 14:39:24 PM

PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

4202-0001 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 12

4202-0004 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 9

4202-0007 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 19

4202-0008 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 20

4202-0009 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 27

4202-0010 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 29

4202-0011 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 33

4202-0012 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 32

4202-0013 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 34

4202-0014 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 38

4202-0015 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 42

4202-0018 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 46

4202-0019 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 47

4202-0020 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 48

4202-0050 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 49

4202-0051 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 52

Page 6 of 120September 22, 2026 14:39:24 PM

4202-0053 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 55

4202-0054 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 56

4202-0055 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 59

4202-0056 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 58

4202-0057 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 60

4202-0058 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 61

4202-0059 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 62

4202-0060 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 63

4202-0062 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 66

4202-0063 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 67

4202-0064 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 68

4202-0065 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 69

4202-0066 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 71

4202-0067 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 72

4202-0068 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 80

4202-0069 B Lump Sum 1.0000 N Proj

DEMOLITION PARCEL 90

0203-0001 C Cubic Yard 189,381.0000 N

CLASS 1 EXCAVATION

0203-0003 C1 Cubic Yard 900.0000 N

CLASS 1A EXCAVATION

0203-0005 C1 Cubic Yard 6,500.0000 N

CLASS 1C EXCAVATION

Page 7 of 120September 22, 2026 14:39:24 PM

0203-0006 G4 Linear Foot 20,854.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 5,406.0000 N

CLASS 2 EXCAVATION

0204-0010 C1, H Linear Foot 7,441.0000 N

CLEANING EXISTING DITCHES EXCAVATION

0204-0150 C1, H, S Cubic Yard 1.0000 N

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 10,000.0000 N

FOREIGN BORROW EXCAVATION

0205-0281 C1 Cubic Yard 80,481.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0285 C1 Cubic Yard 50.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0206-0010 C1 Ton 4,472.0000 N

SELECT GRANULAR MATERIAL (2RC)

0208-0001 C Hour 240.0000 N

SPECIAL ROLLING

0212-0001 C3, H, M2 Linear Foot 88,256.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 240,264.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 200,945.0000 N

GEOTEXTILE, CLASS 4, TYPE C

0220-0020 K1 Cubic Yard 56.0000 N

FLOWABLE BACKFILL, TYPE C

0313-0622 E Square Yard 205,899.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 4"

DEPTH

0313-0630 E Square Yard 9,116.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 8"

0313-0636 E Square Yard 679.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 12 "

0350-0106 C, E Square Yard 15,756.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 211,333.0000 N

SUBBASE 8" DEPTH (NO. 2A)

Page 8 of 120September 22, 2026 14:39:24 PM

0350-0120 C, E Cubic Yard 7,400.0000 N

SUBBASE (NO. 2A)

0413-0348 F Square Yard 95,208.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-0427 F Square Yard 122,582.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-E

0413-1034 F Ton 129.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-2104 F Ton 199.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-6077 F Square Yard 203,062.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX, 2 1/2"

0413-6079 F Ton 4,771.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX

0413-7012 F Ton 789.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, 10 TO < 30 MILLION ESALS, 25.0

MM MIX

0413-7013 F Ton 407.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, 10 TO < 30 MILLION ESALS, 19.0

MM MIX

0460-0003 F4 Square Yard 439,024.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 17,437.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0013 F3 Square Yard 9,940.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 25,418.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0501-0201 G Square Yard 968.0000 N

REINFORCED CEMENT CONCRETE PAVEMENT, 9" DEPTH

0601-5901 H1 Linear Foot 30,747.0000 N

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

0601-6100 H Linear Foot 112.0000 N 14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A HORIZONTAL, < 1.5' FILL, 100 YEAR DESIGN LIFE

0601-7008 H Linear Foot 4.0000 N

Page 9 of 120September 22, 2026 14:39:24 PM

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

0601-7014 H Linear Foot 23,177.0000 N

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

0601-7027 H Linear Foot 2.0000 N

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

0601-7028 H Linear Foot 319.0000 N

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

0601-7043 H Linear Foot 119.0000 N

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

0601-7058 H Linear Foot 128.0000 N

36" REINFORCED CONCRETE PIPE, TYPE A, 15' - 3' FILL, 100 YEAR DESIGN LIFE

0601-7313 H Linear Foot 6,943.0000 N

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

0601-7509 H Linear Foot 1,937.0000 N 18" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0605-1300 C1, H1 Each 448.0000 N

CLEANING DRAINAGE STRUCTURES

0605-2401 K Set 6.0000 N

MANHOLE FRAME AND COVER

0605-2600 K Each 12.0000 N

TYPE D ENDWALL

0605-2630 K Each 1.0000 N

TYPE E-S ENDWALL

0605-2730 K Set 284.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 13.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2740 K Set 101.0000 N

TYPE S CONCRETE TOP UNIT AND GRATE

0605-2850 K Each 385.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2851 K Each 1.0000 N

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

0605-2854 K Each 37.0000 N

TYPE 4 INLET BOX, HEIGHT < /= 10'

0605-2858 K Each 1.0000 N

TYPE 5 INLET BOX, HEIGHT < /= 10'

Page 10 of 120September 22, 2026 14:39:24 PM

0605-3010 K Each 4.0000 N

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

0605-3011 K Each 2.0000 N

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

0605-5721 K Set 26.0000 N

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

0606-0050 C1, K Set 258.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0607-0013 K Vertical Foot 14.0000 N

REBUILT INLET BOX

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

0609-0006 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

4610-0002 H2 Linear Foot 3,381.0000 N Proj

6" PIPE UNDERDRAIN TYPE I BACKFILL INCLUDING CLEANOUT AND TRACER

0610-7002 H2 Linear Foot 84,875.0000 N

6" PAVEMENT BASE DRAIN

4610-7002 H2 Linear Foot 17,163.0000 N Proj

6" PAVEMENT BASE DRAIN , STAGE DRAIN

0610-7400 H2 Cubic Yard 1.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 391.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 23.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 23.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-1202 H Each 8.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

0616-1204 H Each 3.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

0618-0021 H Each 1.0000 N

CONCRETE COLLAR FOR 15" PIPE EXTENSION

Page 11 of 120September 22, 2026 14:39:24 PM

0618-0022 H Each 3.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0618-0024 H Each 2.0000 N

CONCRETE COLLAR FOR 24" PIPE EXTENSION

0619-0458 J3 Each 3.0000 N

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

0619-0459 J1, J3 Each 7.0000 N

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

0619-0730 J3 Each 4.0000 N

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

0619-0744 J3 Each 7.0000 N

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

INCHES

0620-0400 J Each 2.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 3,523.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0872 J Each 1.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-1600 J Linear Foot 4,213.0000 N

TYPE 31-S GUIDE RAIL

0620-1602 J Linear Foot 125.0000 N

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

0620-1640 J Linear Foot 5,088.0000 N

TYPE 31-SM GUIDE RAIL

0620-1645 J Linear Foot 25.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1660 J Each 10.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 3.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 2.0000 N

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

0620-2040 J Each 2.0000 N

W-BEAM TERMINAL CONNECTOR

0623-0303 J1 Linear Foot 21,687.0000 N

CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT

Page 12 of 120September 22, 2026 14:39:24 PM

0623-0304 J1 Linear Foot 90.0000 N

CONCRETE MEDIAN BARRIER, SINGLE SLOPE, 42" HEIGHT

0623-0523 J1 Each 1.0000 N

TRANSITION, CONCRETE MEDIAN BARRIER, F-SHAPE TO SINGLE SLOPE, 50" TO 42" HEIGHT, CAST-IN-PLACE, 60'-0"

LENGTH

0623-0624 J1 Each 2.0000 N

TRANSITION, CONCRETE MEDIAN BARRIER, F-SHAPE, 50" HEIGHT TO SPLIT CONCRETE MEDIAN BRIDGE BARRIER, F-

SHAPE, 50" HEIGHT, CAST-IN-PLACE, 60'-0" LENGTH

0624-0001 J2 Linear Foot 569.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0627-3019 J1 Linear Foot 38,035.0000 N

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

0628-3019 J1 Linear Foot 84,550.0000 N

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

0630-0041 K Linear Foot 1,364.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0633-0200 K Linear Foot 6,130.0000 N

PLAIN CONCRETE MOUNTABLE CURB, TYPE A

0633-0230 K Linear Foot 754.0000 N

PLAIN CONCRETE MOUNTABLE CURB, ROUNDABOUT TRUCK APRON CURB

0641-0011 K Square Yard 743.0000 N

PLAIN CEMENT CONCRETE CURB GUTTER, 8" HEIGHT

0641-0030 K Square Yard 179.0000 N

PLAIN CONCRETE MOUNTABLE CURB GUTTER, ROUNDABOUT TRUCK APRON CURB

0643-0010 J1 Linear Foot 240.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0676-0011 K Square Yard 3,128.0000 N

PLAIN CEMENT CONCRETE ISLAND

4676-0011 K Square Yard 1,631.0000 N Proj

PLAIN CEMENT CONCRETE ISLAND STAINED

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0003 X Dollar 1,000.0000 $1.00 Y

FORMAL FACILITATION

0695-0004 K Square Foot 104.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0610 J1 Each 31.0000 N

Page 13 of 120September 22, 2026 14:39:24 PM

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

0697-0610 J1 Each 85.0000 N

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

0803-0001 C1, M Cubic Yard 10,888.0000 N

PLACING STOCKPILED TOPSOIL

0804-0025 M3 Pound 961.0000 N

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

0804-0026 M3 Pound 145.0000 N

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

0804-0027 M3 Pound 1,236.0000 N

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

0804-0028 M3 Pound 66.0000 N

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

0804-0030 M3 Pound 94.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 973.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 34,074.0000 N

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

0806-0113 M2 Square Yard 16,312.0000 N

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

0806-0140 M2 Square Yard 141.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0811-0003 J2, M Linear Foot 340.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 10,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0020 C1 Each 51.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

0850-0021 C1 Square Yard 1,490.0000 N

ROCK, CLASS R-3

0850-0022 C1 Square Yard 2,784.0000 N

ROCK, CLASS R-4

0850-0023 C1 Square Yard 514.0000 N

ROCK, CLASS R-5

0850-0031 C1 Cubic Yard 18.0000 N

ROCK, CLASS R-3

Page 14 of 120September 22, 2026 14:39:24 PM

0850-0032 C1 Cubic Yard 398.0000 N

ROCK, CLASS R-4

0855-0003 M2 Each 10.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 10.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0859-0021 H Each 29.0000 N

ANTI-SEEP COLLAR

0860-0000 M2 Each 84.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 47.0000 N

INLET FILTER BAG FOR TYPE S INLET

0860-0002 M2 Each 2.0000 N

INLET FILTER BAG FOR TYPE C INLET

0860-0011 M2 Each 1.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE S INLET

0861-0001 C1 Cubic Yard 6,496.0000 N

CLEANING SEDIMENTATION STRUCTURES

0867-0012 M2 Linear Foot 57,031.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 902.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0873-0001 C1, H Linear Foot 1,570.0000 N

TEMPORARY BAFFLE WALL

0875-0001 C1, H Each 29.0000 N

CONCRETE OUTLET STRUCTURE

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0102 Q Each 4.0000 N

SHADOW VEHICLE

0901-0203 Q Each 4.0000 N

ARROW PANEL

0901-0240 Q, R Square Foot 250.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 150,003.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0321 O Linear Foot 49,220.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

Page 15 of 120September 22, 2026 14:39:24 PM

0901-0330 O Linear Foot 169,052.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 5,131.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0332 O Linear Foot 538.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0333 O Linear Foot 44.0000 N

12" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 266.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0450 Q Each 6.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS

0910-0002 C1, P8 Each 14.0000 N

JUNCTION BOXES J.B.-2

0910-0154 P8 Each 9.0000 N

POLE FOUNDATION, TYPE FC

0910-0156 P8 Each 7.0000 N

POLE FOUNDATION, TYPE FC MODIFIED

0910-1062 P8 Each 16.0000 N

ALUMINUM LIGHTING POLE WITH 6-FOOT BRACKET ARM (30-FOOT MOUNTING HEIGHT) TYPE S

0910-4116 P8 Linear Foot 6,835.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 1,670.0000 N

2" DIRECT BURIAL CONDUIT

4910-5059 C1, P8 Linear Foot 605.0000 N Proj

3" DIRECT BURIAL CONDUIT FUTURE USE

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

0930-0004 R Square Foot 590.0000 N

POST MOUNTED SIGNS, TYPE A

0930-0101 R Pound 1,473.0000 N

STEEL S OR W BEAM POSTS

0930-0110 R Each 16.0000 N

Page 16 of 120September 22, 2026 14:39:24 PM

BREAKAWAY SYSTEM REPLACEMENT

0931-0001 R Square Foot 1,230.0000 N

POST MOUNTED SIGNS, TYPE B

0934-0002 R Square Foot 39.0000 N

POST MOUNTED SIGNS, TYPE E

0935-0001 R Square Foot 356.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 83.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0936-0400 P8 Each 2.0000 N

FLASHING WARNING SIGN

0936-0421 P Each 2.0000 N RECTANGULAR RAPID FLASHING BEACON ASSEMBLY WITH ACCESSIBLE PEDESTRIAN SIGNAL (SINGLE SIDED)

0937-0104 J, R Each 4.0000 N

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

0937-0106 J, R Each 87.0000 N

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

0937-0112 J, R Each 4.0000 N

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

0937-0113 J, R Each 87.0000 N

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

0937-0118 J, R Each 60.0000 N

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

0937-0122 J, R Each 60.0000 N

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

0937-0200 J1, R Each 558.0000 N

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

0937-0209 J1, R Each 279.0000 N

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

0937-0314 R Each 56.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-2, YELLOW POST WITH YELLOW/YELLOW SHEETING

0937-0330 R Each 72.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0331 R Each 13.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0333 R Each 12.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/BLANK SHEETING

Page 17 of 120September 22, 2026 14:39:24 PM

4937-0337 R Each 28.0000 N Proj

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

CONTROL MEASURE MARKER

0937-0339 R Each 220.0000 N

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

0939-0001 R Square Foot 156.0000 N

POST MOUNTED SIGNS, TYPE M

0940-0001 R Each 2.0000 N

RESET POST MOUNTED SIGNS, TYPE A

0941-0001 R Each 28.0000 N

RESET POST MOUNTED SIGNS, TYPE B

4941-0001 R Each 59.0000 N Proj

RESET POST MOUNTED SIGNS, TYPE B , SIGNS ON TYPE III BARRICADE

0942-0002 R Each 5.0000 N

RESET POST MOUNTED SIGNS, TYPE C

0944-0003 R Each 5.0000 N

RESET POST MOUNTED SIGNS, TYPE E

0945-0001 R Each 19.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0951-0125 P Each 4.0000 N

TRAFFIC SIGNAL SUPPORT, 25' MAST ARM

0951-4014 P Each 2.0000 N

TRAFFIC SIGNAL SUPPORT, 14' PEDESTAL

0954-0013 P8 Linear Foot 1,596.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 2,908.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0152 C1, P8 Linear Foot 28.0000 N

TRENCH AND BACKFILL, TYPE II

0954-0153 C1, P8 Linear Foot 935.0000 N

TRENCH AND BACKFILL, TYPE III

0954-0301 P8 Each 6.0000 N

JUNCTION BOX, JB-26

0954-0302 P8 Each 1.0000 N

JUNCTION BOX, JB-27

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0956-0712 P Each 2.0000 N

OMNI-VIEW VIDEO DETECTION SYSTEM

Page 18 of 120September 22, 2026 14:39:24 PM

0960-0001 O2 Linear Foot 54,811.0000 N

4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0002 O2 Linear Foot 56,493.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 4,224.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0008 O2 Linear Foot 725.0000 N

8" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0009 O2 Linear Foot 16.0000 N

8" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0011 O2 Linear Foot 153.0000 N

12" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 654.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 414.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 2.0000 N

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

0960-0111 O2 Each 2.0000 N

WHITE HOT THERMOPLASTIC LEGEND, "X ING", 8' - 0"

0960-0112 O2 Each 2.0000 N

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

0960-0142 O2 Each 2.0000 N

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

0960-0154 O2 Each 5.0000 N

WHITE HOT THERMOPLASTIC ROUNDABOUT LEFT-STRAIGHT ARROW

0960-0155 O2 Each 5.0000 N

WHITE HOT THERMOPLASTIC ROUNDABOUT RIGHT-STRAIGHT ARROW

0960-0220 O2 Each 4.0000 N

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

0960-0222 O2 Each 7.0000 N

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

0960-0224 O2 Each 1.0000 N

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

0960-0228 O2 Each 8.0000 N

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

0960-0230 O2 Each 4.0000 N

Page 19 of 120September 22, 2026 14:39:24 PM

WHITE HOT THERMOPLASTIC LEGEND, "WRONG WAY ARROW", 23' - 0"

0960-0257 O2 Linear Foot 189.0000 N WHITE HOT THERMOPLASTIC LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)

0962-1025 O3 Each 2.0000 N

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

0962-1034 O3 Linear Foot 128.0000 N WHITE WATERBORNE PAVEMENT LEGEND, "YIELD LINE", 12" X 18" TRIANGLE, (MIN 6 TRIANGLES PER LINE)

0962-1061 O3 Each 2.0000 N

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

0962-1068 O3 Each 6.0000 N WHITE WATERBORNE PAVEMENT LEGEND, "LANE REDUCTION TRANSITION ARROW - LEFT LANE", 18'-0" X 5'-6"

0963-0001 O2, O3 Square Foot 249.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 186,727.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 506.0000 N

6" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 15.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0971-0001 R Each 102.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0972-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE C

0974-0001 R Each 1.0000 N

REMOVE POST MOUNTED SIGNS, TYPE E

0975-0001 R Each 47.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE

1999-9999 Z Hour 9,000.0000 N Std

TRAINEES

E 8030-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, S-41078

A 1002-0052 S7 Pound 132,805.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0138 S7 Each 17.0000 N

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

Page 20 of 120September 22, 2026 14:39:24 PM

A 1002-0140 S7 Each 32.0000 N

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

A 1002-0142 S7 Each 4.0000 N

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

A 1002-0148 S7 Each 4.0000 N

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

A 1002-0220 S7 Pound 198.0000 N

STAINLESS STEEL REINFORCEMENT BARS

O 8000-0001 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

9000-0201 B1 Dollar 90,000.0000 $1.00 Y Proj

HAZARDOUS MATERIAL ABATEMENT

9000-0203 B1 Dollar 90,000.0000 $1.00 Y Proj

LEAD-BASED PAINT REMOVAL AND DISPOSAL FOR DEMOLITION

9000-0205 B1 Lump Sum 1.0000 N Proj PREDEMOLITION BUILDING INSPECTION FOR ASBESTOS-CONTAINING MATERIAL/LEAD-BASED PAINT

9000-0210 C1 Cubic Yard 212.0000 N Proj

SELECTED BORROW EXCAVATION, ROCK CLASS R-7, CHOKED WITH ROCK, CLASS R-4

9000-0220 C1 Cubic Yard 251.0000 N Proj

OVER-EXCAVATION AND BACKFILL WITH COARSE AGGREGATE

9000-0500 X Dollar 50,000.0000 $1.00 Y Proj

UNFORESEEN ROADWAY REPAIRS

9000-0600 H Each 7.0000 N Proj

PERMANENT INLET PLUG

9000-0601 H Each 25.0000 N Proj

PERMANENT PIPE PLUG

9000-0632 J1 Linear Foot 62.0000 N Proj

MEDIAN TRANSITION BARRIER AT BRIDGE

9000-0633 J, J1 Each 1.0000 N Proj

MEDIAN TRANSITION BARRIER TO GUIDERAIL

9000-0634 K Linear Foot 10.0000 N Proj

CURB TRANSITION - VERTICAL TO CONCRETE MOUNTABLE CURB, TYPE A

9000-0645 J2 Each 35.0000 N Proj

RELOCATE MAILBOX

9000-0676 J, J2 Linear Foot 1,975.0000 N Proj

SAFETY FENCE

Page 21 of 120September 22, 2026 14:39:24 PM

9000-0806 M3 Pound 5.0000 N Proj

WETLAND SEED MIX

9000-0810 M3 Cubic Yard 6,894.0000 N Proj

BIO-RETENTION SOIL

9000-0899 M1 Dollar 25,000.0000 $1.00 Y Proj

SELECTIVE TREE REMOVAL AND TRIMMING

9000-0915 P Each 16.0000 N Proj

LED LUMINAIRE, ARM MOUNT

9000-0995 X Dollar 100,000.0000 $1.00 Y Proj

SNOW REMOVAL AND ICE CONTROL

9000-1900 H Each 20.0000 N Proj

TEMPORARY INLET CAP

9000-1901 Z Lump Sum 1.0000 N Proj

SCM MAINTENANCE AND REPAIRS

9000-1902 M2 Linear Foot 44.0000 N Proj

WEIGHTED SEDIMENT FILTER TUBE INSTALLATION IN A CONCENTRATED FLOW AREA

9000-1903 C3 Cubic Yard 5,430.0000 N Proj

COMPACTED CLAY LAYER

9000-1906 Z Dollar 112,500.0000 $1.00 Y Proj

ON DEMAND STORMWATER REPAIRS

9000-1909 M2 Each 26.0000 N Proj

DEWATERING FACILITY

9000-1916 H Each 40.0000 N Proj

TEMPORARY FLEXIBLE PIPE CONNECTOR

9000-1925 M2 Each 26.0000 N Proj

SKIMMER DISCHARGE SYSTEM

9000-1927 M2 Each 2.0000 N Proj

COMPOST SOCK SEDIMENT TRAP

9000-1928 M2 Each 15.0000 N Proj

ROCK BARRIER

9000-1929 H Each 4.0000 N Proj

TEMPORARY INLET PLUG

9000-1953 X Lump Sum 1.0000 N Proj

SITE WORK PLAN

9000-1954 X Lump Sum 1.0000 N Proj

HEALTH AND SAFETY PLAN

9000-1956 C1, V2 Lump Sum 1.0000 N Proj

Page 22 of 120September 22, 2026 14:39:24 PM

EXCAVATING SAMPLING, ANALYSIS AND REPORTING

9000-1957 V2 Ton 404.0000 N Proj

HANDLING AND DISPOSAL OF REGULATED FILL

9000-1959 V2 Ton 491.0000 N Proj

HANDLING AND DISPOSAL OF RESIDUAL WASTE, NON-HAZARDOUS

9000-1960 C1, M3 Dollar 250,000.0000 $1.00 Y Proj

REMEDIATION OF SINKHOLES

9000-4900 Q Dollar 100,000.0000 $1.00 Y Proj

OFF-DUTY UNIFORMED POLICE OFFICER

9000-4901 X Each 1.0000 N Proj

PRE AND POST CONSTRUCTION SURVEY OF PARCEL 84 CESSPOOL

9000-4981 C1 Each 50.0000 N Proj

UTILITY TEST PITS

9000-4990 C1 Each 13.0000 N Proj

WELL ABANDONMENT

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

9203-2101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9960-0005 O1 Linear Foot 11,624.0000 N Std

6" RECESSED WET-REFLECTION TAPE PAVEMENT MARKINGS, WHITE

9960-0008 O1 Linear Foot 1,433.0000 N Std

8" RECESSED WET-REFLECTIVE TAPE PAVEMENT MARKINGS, WHITE

Page 23 of 120September 22, 2026 14:39:24 PM

SPECIAL PROVISIONS

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

Action:

Item(s) Associated:

Header:

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.

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.

Project Specific Details:

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Page 24 of 120September 22, 2026 14:39:24 PM

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 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: C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

Action:

Item(s) Associated:

Page 25 of 120September 22, 2026 14:39:24 PM

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.

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•

Page 26 of 120September 22, 2026 14:39:24 PM

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: C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Provision Body:

SECTION 313—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, BASE COURSE

Section 313.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the base course to the compacted depth indicated and within the specified tolerance. On the top lift and in the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed base course and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with the mixture used to construct the course.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 314—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, ASPHALT RICH BASE COURSE

Section 314.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the ARBC to the compacted depth indicated and within the specified tolerance. In the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed ARBC and at other locations the Inspector suspects are deficient. After the Inspector completes

Page 27 of 120September 22, 2026 14:39:24 PM depth measurements, backfill, compact, and seal core holes with ARBC.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 360—ASPHALT TREATED PERMEABLE BASE COURSE

Section 360.2(e)3. Production. Revise to read as follows:•

3. Production. During the first day of production, take at least three asphalt content and gradation tests to verify the mixture conforms to the JMF. After the first day, perform tests for asphalt content and aggregate gradation according to the QC Plan and PTM No. 1. Produce ATPBC conforming to the gradation requirements in Table A and with an asphalt content within 0.8% of the JMF (n=1). Ensure the aggregate is uniformly coated with asphalt and no runoff of excess asphalt is observed.

Section 360.3(m). Tests for Depth. Revise to read as follows:•

(m) Tests for Depth: Binder and Wearing Courses. Replace with the following:

Carefully dig or drill one random 6-inch diameter test hole selected by the Representative according to PTM No. 1 to the full depth of the ATPBC for each 3,000 square yards, or less, of completed base course. The Representative may require additional test holes in areas the Representative suspects are deficient in depth. The Representative will measure the depth of the base course. Using material acceptable to the Representative, backfill the test holes and compact the material to fill the test hole flush with the completed base course.

ATPBC deficient in depth by 1/2 inch or more is defective. Immediately delineate the limits of ATPBC deficient in depth from the location by proceeding longitudinally, forward and backward, obtaining additional test holes every 50 feet until the depth is less than 1/2 inch deficient of the indicated depth. The defective course will be the full width of the affected lane.

SECTION 410—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT FINE-

GRADED COURSES

Section 410.3. CONSTRUCTION. Revise to read as follows:•

410.3 CONSTRUCTION—Section 413.3 using the test procedures, limits, and tolerances for a 9.5 mm nominal maximum aggregate size mixture except where procedures, limits and tolerances are specifically indicated for a 9.5 mm fine-graded nominal maximum aggregate size mixture and as modified as follows:

Revise Table G to include 9.5 mm Fine Grade Wearing Course as follows:

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

9.5 mm Fine Grade Wearing Course 1 inch

SECTION 412—SUPERPAVE MIXTURE DESIGN, CONSTRUCTION OF PLANT-MIXED 6.3 MM ASPHALT OVERLAY COURSES

Section 412.3(a)2. Preplacement Meeting. Revise to read as follows:•

2. Preplacement Meeting. At least 2 weeks before placing asphalt paving mixtures, schedule an asphalt preplacement meeting with the Representative to review at a minimum the specification, paving operation QC Plan, sequence of paving operations, asphalt mixture temperature checks, mixture acceptance, density acceptance and the care and custody of asphalt acceptance samples.

Section 412.3(h)1.a. Placing. Revise to read as follows:•

1.a Placing. Unless otherwise allowed, deliver, place, and compact 6.3 mm paving mixtures during daylight hours. Ensure the mixture

Page 28 of 120September 22, 2026 14:39:24 PM does not contain lumps of cold material. Deliver and place 6.3 mm paving mixtures at the laying temperatures specified in Table B.

Material placed outside the temperature limits as specified in Table B is defective.

Utilize a Material Transfer Vehicle (MTV) as specified in Section 108.05(c)5 for 6.3 mm paving mixtures unless otherwise approved by the Representative.

Section 412.4(a)4.b. Dispute Resolution. Revise TABLE H to read as follows:•

TABLE H

Dispute Resolution Retest Cost Table

Test Method

Mixture Acceptance Retest Cost if Retest Results Indicate

100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were met for Partial Lots (n < 3)**

Mixture Acceptance Retest Cost if Retest Results Indicate

< 100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were not met for Partial Lots (n < 3)**

PTM No.

702/739 $900 $3,500

PTM No. 757 $500 $2,000

* For full lots (n ≥ 3) where the original test results indicated a defective lot, only the pay factor(s) where original test results indicated a defective lot for asphalt content or percent passing the 75 μm (No. 200) sieve will be utilized to determine the retest cost.

** For partial lots (n < 3) where the original test results indicated a pay parameter (asphalt content, percent passing the 75 µm (No. 200) sieve, or both) did not meet the Single Sample (n = 1) requirements in Table B, only the pay parameter(s) that did not meet the Single Sample (n =1) requirements will be utilized to determine the retest cost.

SECTION 413—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT

COURSES WITH PERCENT WITHIN LIMITS AND LTS TESTING (PWS-LTS)

Section 413.2(e)1. Recycled Asphalt Material. Revise to read as follows:•

1. Virgin Material Mixtures. Size, uniformly grade, and combine aggregate fractions, asphalt binder, and either WMA Technology additive(s) or modifier(s) in proportions to produce a JMF that conforms to the material, gradation, and volumetric Superpave Asphalt Mixture Design requirements according to Bulletin 27, Chapter 2A. Produce an asphalt mixture for the specified nominal maximum aggregate size and design ESALs except as procedurally modified by the WMA Technology Manufacturer Technical Representative (Technical Representative) to address laboratory procedures when preparing, compacting and testing asphalt mixtures to achieve a uniform blend. Special additive(s) or modifier(s) need not be used if mixture temperature, workability, and compaction can be achieved solely through plant mechanical modification to produce foamed asphalt. Do not incorporate the WMA Technology additive, modifier or process during the volumetric asphalt mixture design process, so that the JMF volumetrics and material percentages are based on a mixture with no WMA Technology. Only use the WMA Technology additive, modifier or process to evaluate results from moisture susceptibility testing during the mix design process.