PROPOSAL REPORT

Project: 13440 Bid Package: 1

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

Addendum Count: 0

District: 06 County: Bucks

SR/SEC/Group ID: 663/VY2/---

Description PA 663 @ Allentown Road (2 Bridges)

PROPOSAL Report - Project 13440

Page 1 of 118October 1, 2026 12:44:49 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 5

PROJECT ITEMS AND QUANTITIES 6

SPECIAL PROVISIONS 22

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 22 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 22 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 23 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 30 C173A - a00173 CHANGES TO SPECIFICATIONS: SECTION 106 36 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 39 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 40 G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS 40 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 40 G1001B - a01001 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 41

G1601A - a01601 E.E.O. COVERED AREA 42 G2302A - a02302 Worker Protection and Investment 43 N10501B - a10501 BRIDGE SHOP DRAWINGS 44 N13101B - a13101 CONSTRUCTION PROJECT TRAFFIC BARRIER PRE-INSTALLATION

REVIEW 44

S4136A - b04136 SECTION 413.3(h)1.a PLACING (MTV) 45 S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 45 I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE 46

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

CONCRETE 47

I2032D - c02032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM (S-40848) 48

I2032D - c02032 ITEM 9203-0102 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM (S-31848) 51

I1A - c0601 ITEM 4601-0004 REMOVE EXISTING PIPE 54 I1A - c0605 ITEM 4605 REMOVE EXISTING INLET / ENDWALL 55 I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 55 I19992A - c19992 ITEM 1999-9999 - TRAINEES 57 I80041A - c80041 ITEM 8010-0002/8000-0002/8100-0002 - AS-DESIGNED OR ALTERNATE

BRIDGE STRUCTURE, S-31848 58

I80041A - c80041 ITEM 8020-0001/8000-0001/8100-0001 - AS-DESIGNED OR ALTERNATE

BRIDGE STRUCTURE, S-40848 64

00 - c80042 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-31848 70 00 - c80042 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-40848 72

00 - CIS - 6'' PVC PIPE (SCHEDULE 40) 74

00 - CIS - PRESTRESSED CONCRETE ADJACENT BOX BEAM BEAMS, 48" X 27" 75

00 - CONSTRUCTION RESTRICTIONS AND REQUIREMENTS 76

Page 2 of 118October 1, 2026 12:44:49 PM

00 - COORDINATION OF WORK WITH ARCHAEOLOGICAL AND TRIBAL MONITORING 77

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

CONSTRUCTION 80

00 - ITEM 4204-0100 - CLASS 3 EXCAVATION (OVER-EXCAVATION) 83

00 - ITEM 4316-0428 - SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACE (1

1/2” WEARING INCIDENTAL) 84

00 - ITEM 4413-6045; ITEM 4413-6077 - SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER

COURSE (SRL) 84

00 - ITEM 4605-2600; ITEM 4605-2620; ITEM 4605-2665 - ENDWALLS 85

00 - ITEM 4624-0300; ITEM 4624-0400; ITEM 4624-0600 - TYPE 1 RIGHT-OF-WAY FENCE 86

00 - ITEM 4806-0101 - TEMPORARY SHORT-TERM, RECP, TYPE 1B (USE NATURAL

MATERIALS) 86

00 - ITEM 4806-0113 - TEMPORARY SHORT-TERM, RECP TYPE 2D (USE NATURAL

MATERIALS) 87

00 - ITEM 4806-0130 - TEMPORARY SHORT-TERM, RECP, TYPE 4 (USE NATURAL

MATERIALS) 87

00 - ITEM 4808-0100 THRU ITEM 4808-4787 - TREES AND LIVE STAKES 88

00 - ITEM 4849-0010 - ROCK CONSTRUCTION ENTRANCE (ABACT) 88

00 - ITEM 4951-2235; ITEM 4951-2240; ITEM 4951-2250; ITEM 4951-2260 - TRAFFIC SIGNAL

SUPPORTS 89

00 - ITEM 4952-1040 - NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING

(POWDER COATED) 90

00 - ITEM 5001-1140 - CLASS C CEMENT CONCRETE (OVER-EXCAVATION) 90

00 - ITEM 5018-0001 & ITEM 5018-0002 - REMOVAL OF EXISTING BRIDGE (S-XXXXX) 91

00 - ITEM 9000-0001 - 18” TEMPORARY PIPE 91

00 - ITEM 9000-0002 - MILLING AND FILLING OF EXISTING RUMBLE STRIPS 92

00 - ITEM 9000-0003 - LED LUMINAIRE, 15,825 LUMENS, TYPE T3 COBRAHEAD, ARM MOUNT

(PAINTED) 93

00 - ITEM 9000-0006 - VIDEOTAPING AND INSPECTION OF LOCAL ROADS 93

00 - ITEM 9000-0007 - REPAIR OF LOCAL ROADS ON DETOUR ROUTE 94

00 - ITEM 9000-0008 - TEMPORARY DIVERSION DIKE SYSTEM 95

00 - ITEM 9000-0009 - TEMPORARY SANDBAG DIVERSION DIKE AND PUMP BYPASS SYSTEM 96

00 - ITEM 9000-0010 - SCM MAINTENANCE AND INSPECTION 97

00 - ITEM 9000-0011 - FLAP GATE FOR 18” PIPE 98

00 - ITEM 9000-0012 - STOCKPILING AND PLACING STREAMBED MATERIAL 99

00 - ITEM 9000-0013 - AMENDED SOILS 100

00 - ITEM 9000-0014 - FILTER MEDIA 101

00 - ITEM 9000-0015 - CLAY CORE AND KEY TRENCH 102

00 - ITEM 9000-0016 - 4” UNDERDRAIN FOR SCM 103

00 - ITEM 9000-0017 - 4” CLEANOUT FOR SCM UNDERDRAIN 103

00 - ITEM 9000-0018 - SCM OBSERVATION WELL 104

00 - ITEM 9000-0019 - TILL EXISTING SOIL, 8" DEPTH 105

00 - ITEM 9000-0020 - SEDIMENT STORAGE DEWATERING FACILITY 105

00 - ITEM 9000-0021 - CLEANOUT STAKE 106

Page 3 of 118October 1, 2026 12:44:49 PM

00 - ITEM 9000-0022 - PREPAREDNESS, PREVENTION AND CONTINGENCY PLAN 107

00 - ITEM 9000-0023 - COMPOST 109

00 - ITEM 9000-0024 - CONCRETE LEVEL SPREADER 109

00 - ITEM 9000-0101 - WEIGHTED SEDIMENT FILTER TUBE, 18” DIAMETER 110

00 - ITEM 9000-0139 - UNFORESEEN CONTRACTOR SUPPORT OF ARCHAEOLOGICAL

INVESTIGATIONS 111

00 - ITEM 9000-0937 - FLEXIBLE DELINEATOR POST FOR STORMWATER CONTROL

MEASURES (SCM) 112

00 - ITEM 9000-2015 - TEMPORARY SANDBAG DIVERSION DIKE AND PUMP BYPASS SYSTEM

FOR SANITARY SEWER 113

00 - MILFORD-TRUMBAUERSVILLE AREA SEWER AUTHORITY SANITARY SEWER

RELOCATION 114

00 - SECTION 856 - ROCK BARRIER 118

Page 4 of 118October 1, 2026 12:44:49 PM

BID PACKAGE SUMMARY

Project: 13440 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 11/05/2026 11:00:00 AM Project Cost Range: $12,500,000.00 - $14,999,999.99 Anticipated NTP: 12/21/2026 Structure Work: 28.00%

Required Completion: 01/03/2029 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: This Project is for replacement of SR 0663 bridge over Unami Creek, replacement of SR 4027 bridge over Licking Creek, and intersection improvements at SR 0663 & SR 4027 and other miscellaneous construction, all as indicated on the drawings included in the bid package for STATE ROUTE 0663, SECTION VY2, in BUCKS COUNTY, MILFORD TOWNSHIP, RICHLAND TOWNSHIP, and QUAKERTOWN BOROUGH from approximately 1.5 miles east of SR 4057 at segment 0080, offset 1282 to approximately SR 4063 at segment 0140/0141, offset 0313.

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 contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

Page 5 of 118October 1, 2026 12:44:49 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

0203-0001 C Cubic Yard 18,042.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 7,103.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 3,217.0000 N

CLASS 2 EXCAVATION

4204-0100 C1, S1, T1 Cubic Yard 151.0000 N Proj

CLASS 3 EXCAVATION (OVER-EXCAVATION)

0205-0263 C1 Cubic Yard 127.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0264 C1 Cubic Yard 1,547.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0267 C1 Cubic Yard 1,697.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-7

0205-0281 C1 Cubic Yard 68.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0285 C1 Cubic Yard 817.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0212-0001 C3, H, M2 Linear Foot 7,080.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 32,059.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0420 E Square Yard 2,603.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 3" DEPTH

0313-0425 E Square Yard 2,432.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5 1/2"

DEPTH

0313-0624 E Square Yard 16,518.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX, 5"

0314-0105 E Square Yard 16,518.0000 N

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

4316-0428 E, F1 Square Yard 254.0000 N Proj

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SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0

MM MIX, 7" DEPTH (1 1/2" WEARING INCIDENTAL)

0350-0106 C, E Square Yard 5,698.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 20,674.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 632.0000 N

SUBBASE (NO. 2A)

0413-0244 F Square Yard 2,432.0000 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

0413-0246 F Square Yard 2,603.0000 N

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

DEPTH, SRL-G

0413-0427 F Square Yard 22,050.0000 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

0413-2119 F Ton 394.0000 N

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

MM MIX, SRL-L

0413-6045 F Square Yard 1,535.0000 N

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

4413-6045 F Square Yard 1,068.0000 N Proj

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

DEPTH (SRL-G)

0413-6077 F Square Yard 7,357.0000 N

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

4413-6077 F Square Yard 9,161.0000 N Proj

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

DEPTH (SRL-E)

0413-9999 X Dollar 75,000.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0003 F4 Square Yard 71,467.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 7,201.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

4601-0004 C1, H Linear Foot 434.0000 N Std

REMOVE EXISTING PIPE

0601-0763 H Linear Foot 50.0000 N

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18" DUCTILE IRON PIPE

0601-6400 H Linear Foot 122.0000 N

19" X 30" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE A SHORE/TRENCH BOX HORIZONTAL, 3' - 2', 100 YEAR

DESIGN LIFE

E 0601-7313 H Linear Foot 281.0000 N

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

A 0616-1202 H Each 6.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

O 0601-0353 H Linear Foot 281.0000 N

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

A 0616-1252 H Each 6.0000 N

THERMOPLASTIC END SECTION FOR 18" PIPE

E 0601-7313 H Linear Foot 13.0000 N

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

O 0601-0353 H Linear Foot 13.0000 N

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

0601-7320 H Linear Foot 15.0000 N

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

0601-7326 H Linear Foot 10.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL

E 0601-7326 H Linear Foot 80.0000 N

24" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL

A 0616-1204 H Each 1.0000 N

CONCRETE END SECTIONS FOR 24" PIPE

O 0601-0355 H Linear Foot 80.0000 N

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

A 0616-1254 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 24" PIPE

E 0601-7340 H Linear Foot 39.0000 N

30" REINFORCED CONCRETE PIPE, TYPE B, 10' - 2' FILL

A 0616-1206 H Each 1.0000 N

CONCRETE END SECTIONS FOR 30" PIPE

O 0601-0357 H Linear Foot 39.0000 N

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

A 0616-1256 H Each 1.0000 N

THERMOPLASTIC END SECTION FOR 30" PIPE

E 0601-7436 H Linear Foot 92.0000 N

36" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

RESILIENCY MEASURES)

Page 8 of 118October 1, 2026 12:44:49 PM

O 0601-0264 H Linear Foot 92.0000 N

36" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY

MEASURES)

E 0601-7446 H Linear Foot 96.0000 N

48" REINFORCED CONCRETE PIPE, TYPE A, 15' - 1.5' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH

RESILIENCY MEASURES)

O 0601-0266 H Linear Foot 96.0000 N

48" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE (WITH RESILIENCY

MEASURES)

0604-7013 H Linear Foot 173.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, (OPEN JOINT), 2' - 1.5' FILL, 100 YEAR DESIGN LIFE

0605-2401 K Set 4.0000 N

MANHOLE FRAME AND COVER

4605-2600 K Each 2.0000 N Proj

TYPE D ENDWALL (FOR 19"X30" PIPE)

4605-2620 K Each 1.0000 N Proj

TYPE D-W ENDWALL (FOR 24" PIPE)

0605-2640 K Each 3.0000 N

TYPE D ENDWALL FOR 18" PIPE

0605-2644 K Each 1.0000 N

TYPE D ENDWALL FOR 30" PIPE

4605-2665 K Each 1.0000 N Proj

TYPE E-S ENDWALL FOR 21" PIPE (FLARED WALL)

0605-2676 K Each 2.0000 N

TYPE D-W ENDWALL FOR 36" PIPE

0605-2678 K Each 2.0000 N

TYPE D-W ENDWALL FOR 48" PIPE

0605-2730 K Set 2.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 2.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 7.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-4010 C1, H Each 1.0000 N Std

REMOVE EXISTING INLET

4605-4011 C1, H Each 2.0000 N Std

REMOVE EXISTING ENDWALL

0605-5701 K Set 2.0000 N

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

Page 9 of 118October 1, 2026 12:44:49 PM

0605-5721 K Set 1.0000 N

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

0606-0150 C1, K Set 2.0000 N

GRADE ADJUSTMENT OF EXISTING MANHOLES

0607-0200 K Vertical Foot 1.0000 N

REBUILT MANHOLE

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 6,926.0000 N

6" PAVEMENT BASE DRAIN

0612-0001 C1, H Linear Foot 154.0000 N

SUBGRADE DRAINS

0615-0022 H2 Linear Foot 206.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 12.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 12.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0458 J3 Each 2.0000 N

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

0619-0459 J1, J3 Each 10.0000 N

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

0619-0750 J3 Each 1.0000 N

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

0620-0500 J Linear Foot 250.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 4,207.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 2,798.0000 N

TYPE 31-S GUIDE RAIL

0620-1601 J Linear Foot 263.0000 N

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

0620-1645 J Linear Foot 50.0000 N

Page 10 of 118October 1, 2026 12:44:49 PM

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1670 J Each 3.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 8.0000 N

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

0623-0401 J1 Linear Foot 20.0000 N

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

0623-0421 J1 Each 1.0000 N

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

HEIGHT

0624-0001 J2 Linear Foot 1,036.0000 N

RIGHT-OF-WAY FENCE, TYPE 1

0624-0300 J2 Each 2.0000 N

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE

4624-0300 J2 Each 2.0000 N Proj

END POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE (USE DRIVE ANCHORS)

4624-0400 J2 Each 6.0000 N Proj

CORNER POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE (USE DRIVE ANCHORS)

4624-0600 J2 Each 99.0000 N Proj

LINE POSTS FOR TYPE 1 RIGHT-OF-WAY FENCE (USE DRIVE ANCHORS)

0624-0720 J2 Each 1.0000 N

VEHICULAR GATE FOR TYPE 1 RIGHT-OF-WAY FENCE, 10-FOOT OPENING

0627-3019 J1 Linear Foot 3,217.0000 N

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

0628-3019 J1 Linear Foot 2,819.0000 N

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

0630-0021 K Linear Foot 116.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0630-0031 K Linear Foot 48.0000 N

PLAIN CEMENT CONCRETE CURB, 6" HEIGHT

0630-0041 K Linear Foot 43.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0643-0010 J1 Linear Foot 144.0000 N

TEMPORARY CONCRETE MEDIAN BARRIER, STRUCTURE MOUNTED, 32" HEIGHT

0644-0010 J1 Linear Foot 57.0000 N

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

0660-0002 F3 Linear Foot 5,663.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2

Page 11 of 118October 1, 2026 12:44:49 PM

0660-0004 F3 Linear Foot 8,702.0000 N

MILLED ASPHALT PAVEMENT EDGELINE RUMBLE STRIPS

0676-0001 K Square Yard 89.0000 N

CEMENT CONCRETE SIDEWALK

0676-0004 K Square Yard 36.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

0677-0001 C1, E Cubic Yard 39.0000 N

SELECTED MATERIAL SURFACING

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 4.0000 N

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

0697-0610 J1 Each 2.0000 N

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

0804-0025 M3 Pound 36.0000 N

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

0804-0026 M3 Pound 336.0000 N

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

0804-0029 M3 Pound 40.0000 N

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

0804-0030 M3 Pound 250.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA R SEASONALLY FLOODED CONSERVATION MIX, INCLUDING MULCH

0804-0032 M3 Pound 406.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0033 M3 Pound 5.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

0804-0051 ZZ Acre 67.0000 N

MOWING

0804-0060 X Dollar 3,500.0000 $1.00 Y

SOIL TESTING

0804-0070 M3 Dollar 30,000.0000 $1.00 Y

BIOTIC SOIL AMENDMENT

4806-0101 M2 Square Yard 289.0000 N Proj

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TEMPORARY ULTRA SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 1B (USE NATURAL MATERIAL)

4806-0113 M2 Square Yard 19,611.0000 N Proj TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2D (USE NATURAL MATERIAL)

4806-0130 M2 Square Yard 1,040.0000 N Proj TEMPORARY LONG-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 4 (USE NATURAL MATERIAL)

0806-0140 M2 Square Yard 261.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

4808-0100 M Each 30.0000 N Proj

TREE (BLACK WILLOW - 2" CAL. B&B)

4808-0101 M Each 103.0000 N Proj

TREE (AMERICAN BEECH - 2" CAL. B&B)

4808-0140 M Each 409.0000 N Proj

LIVE STAKES (RED OSIER DOGWOOD)

4808-0141 M Each 409.0000 N Proj

LIVE STAKES (SILKY DOGWOOD)

0808-3033 M Each 103.0000 N

SUGAR MAPLE - (2" CAL. B&B)

0808-3073 M Each 21.0000 N

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

0808-3252 M Each 103.0000 N

TULIPTREE - (2" CAL. B&B)

0808-3273 M Each 17.0000 N

AMERICAN SYCAMORE - (2" CAL. B&B)

4808-3303 M Each 103.0000 N Proj

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

0808-3332 M Each 17.0000 N

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

4808-3450 M Each 103.0000 N Proj

AMERICAN HORNBEAM - (1 1/4" CAL. B&B) (2" CAL.)

4808-4091 M Each 34.0000 N Proj

SILKY DOGWOOD - (2' HT. B.R.) (B&B)

4808-4787 M Each 34.0000 N Proj

SPICEBUSH - (24" HT. CONTAINER) (NORTHERN)

0811-0003 J2, M Linear Foot 743.0000 N

TEMPORARY PROTECTIVE FENCE

4849-0010 C1 Each 10.0000 N Proj

ROCK CONSTRUCTION ENTRANCE (ABACT)

Page 13 of 118October 1, 2026 12:44:49 PM

0849-0020 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

0850-0032 C1 Cubic Yard 11.0000 N

ROCK, CLASS R-4

0851-0003 C1 Square Yard 259.0000 N

ROCK APRON

0855-0003 M2 Each 6.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 6.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0856-0001 C1 Each 11.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0860-0000 M2 Each 4.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 3.0000 N

INLET FILTER BAG FOR TYPE C INLET

0861-0001 C1 Cubic Yard 1,064.0000 N

CLEANING SEDIMENTATION STRUCTURES

0867-0012 M2 Linear Foot 8,051.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 421.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0022 M2 Linear Foot 1,713.0000 N

COMPOST FILTER SOCK, 24" DIAMETER

0872-0001 C1, H Each 7.0000 N

CONCRETE ANTI-SEEP COLLAR

0873-0001 C1, H Linear Foot 499.0000 N

TEMPORARY BAFFLE WALL

0874-0001 C1, H Each 4.0000 N

TEMPORARY RISER PIPE ASSEMBLY

0875-0001 C1, H Each 5.0000 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

Page 14 of 118October 1, 2026 12:44:49 PM

0910-4116 P8 Linear Foot 1,678.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0931-0001 R Square Foot 216.0000 N

POST MOUNTED SIGNS, TYPE B

0935-0001 R Square Foot 148.0000 N

POST MOUNTED SIGNS, TYPE F

0936-0200 R Square Foot 70.0000 N

STRUCTURE MOUNTED FLAT SHEET ALUMINUM SIGNS

0937-0105 J, R Each 20.0000 N

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

0937-0107 J, R Each 52.0000 N

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

0937-0114 J, R Each 72.0000 N

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

0937-0203 J1, R Each 11.0000 N

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

0937-0205 J1, R Each 11.0000 N

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

0937-0300 R Each 16.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, WHITE POST WITH WHITE SHEETING

0937-0301 R Each 26.0000 N FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, YELLOW POST WITH YELLOW SHEETING

0937-0339 R Each 30.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0937-0500 R Each 5.0000 N

DELINEATOR REMOVAL

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

4951-2235 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 35' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED (WITH

DECORATIVE BASE)

4951-2240 P Each 1.0000 N Proj

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

4951-2250 P Each 1.0000 N Proj

TRAFFIC SIGNAL SUPPORT, 50' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED (WITH

4951-2260 P Each 1.0000 N Proj TRAFFIC SIGNAL SUPPORT, 60' MAST ARM WITH LUMINAIRE ARM (30' MOUNTING HEIGHT), POWDER COATED (WITH

Page 15 of 118October 1, 2026 12:44:49 PM

0952-1001 P Each 1.0000 N

TIME CLOCK, GPS

4952-1040 P Each 1.0000 N Proj

NEMA TS-2; TYPE 2 CONTROLLER ASSEMBLY, TYPE 1 MOUNTING (POWDER COATED)

0954-0012 P8 Linear Foot 407.0000 N

2 INCH CONDUIT

0954-0013 P8 Linear Foot 496.0000 N

3 INCH CONDUIT

0954-0151 C1, P8 Linear Foot 407.0000 N

TRENCH AND BACKFILL, TYPE I

0954-0202 P8 Linear Foot 1,427.0000 N

SIGNAL CABLE, 14 AWG, 5 CONDUCTOR

0954-0203 P8 Linear Foot 268.0000 N

SIGNAL CABLE, 14 AWG, 7 CONDUCTOR

0954-0302 P8 Each 3.0000 N

JUNCTION BOX, JB-27

0954-0305 P8 Each 2.0000 N

JUNCTION BOX, JB-30

0954-0403 P8 Each 1.0000 N

ELECTRICAL SERVICE, TYPE C

0954-0600 P8 Each 1.0000 N

UNINTERRUPTIBLE POWER SUPPLY (UPS)

0955-3208 P Each 10.0000 N

VEHICULAR SIGNAL HEAD, THREE 12" SECTIONS

0955-3209 P Each 1.0000 N

VEHICULAR SIGNAL HEAD, FOUR 12" SECTIONS

0956-0711 P Each 1.0000 N

VIDEO DETECTION SYSTEM

0956-0771 P Each 1.0000 N

RADAR DETECTION SYSTEM

0956-0801 P Each 1.0000 N

OPTICAL PREEMPTION SYSTEM

0958-0021 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNALS ON FIXED SUPPORTS (3 APPROACHES)

0958-0201 P, Q Each 1.0000 N

TEMPORARY TRAFFIC CONTROL SIGNAL ON FIXED SUPPORTS, RESET (3 APPROACHES)

Page 16 of 118October 1, 2026 12:44:49 PM

0958-0281 P, Q Each 6.0000 N

TEMPORARY TIMING ADJUSTMENTS TO EXISTING PERMANENT TRAFFIC SIGNAL CONTROLLER

0960-0001 O2 Linear Foot 10,553.0000 N

4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0002 O2 Linear Foot 13,578.0000 N

4" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0005 O2 Linear Foot 909.0000 N

6" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 434.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0022 O2 Linear Foot 804.0000 N

24" YELLOW HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 15.0000 N

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

0960-0222 O2 Each 1.0000 N

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

0960-0224 O2 Each 12.0000 N

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

0960-0232 O2 Each 2.0000 N WHITE HOT THERMOPLASTIC LEGEND, "LANE REDUCTION TRANSITION ARROW - RIGHT LANE", 18' - 0" X 5' - 6"

0963-0001 O2, O3 Square Foot 180.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 22,847.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0010 O2, O3 Each 2.0000 N

PAVEMENT MARKING REMOVAL (LEGENDS AND SYMBOLS)

0964-0001 O Linear Foot 29,638.0000 N

4" WHITE EPOXY PAVEMENT MARKINGS

0964-0002 O Linear Foot 36,925.0000 N

4" YELLOW EPOXY PAVEMENT MARKINGS

0964-0005 O Linear Foot 6,439.0000 N

6" WHITE EPOXY PAVEMENT MARKINGS

0964-0021 O Linear Foot 502.0000 N

24" WHITE EPOXY PAVEMENT MARKINGS

0964-0101 O3 Each 1.0000 N

WHITE EPOXY LEGEND, "ONLY", 8' - 0"

0964-0224 O3 Each 2.0000 N

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

Page 17 of 118October 1, 2026 12:44:49 PM

0966-0011 O1 Each 71.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/Y)

0966-0017 O1 Each 74.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (Y/B)

0966-0018 O1 Each 31.0000 N

SNOWPLOWABLE RAISED PAVEMENT MARKER TWO WAY HOLDER WITH REFLECTOR (W/B)

0966-0101 O1 Each 8.0000 N SNOWPLOWABLE RAISED PAVEMENT MARKER, TWO WAY BRIDGE DECK HOLDER WITH REFLECTOR (Y/Y)

0966-0104 O1 Each 8.0000 N SNOWPLOWABLE RAISED PAVEMENT MARKER, TWO WAY BRIDGE DECK HOLDER WITH REFLECTOR (W/B)

0971-0001 R Each 12.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 10.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1001-1140 K Cubic Yard 133.0000 N

CLASS C CEMENT CONCRETE

5001-1140 K Cubic Yard 151.0000 N Proj

CLASS C CEMENT CONCRETE (OVER-EXCAVATION)

5018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE (S-40848)

5018-0002 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE (S-31848)

1999-9999 Z Hour 2,000.0000 N Std

TRAINEES

E 8010-0002 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS-DESIGNED, S-31848

A 1002-0052 S7 Pound 37,768.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0221 S7 Pound 165.0000 N

STAINLESS STEEL REINFORCEMENT BARS

O 8000-0002 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0002 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

E 8020-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS-DESIGNED, S-40848

A 1002-0053 S7 Pound 97,051.0000 N

Page 18 of 118October 1, 2026 12:44:49 PM

REINFORCEMENT BARS, EPOXY COATED

A 1002-0138 S7 Each 162.0000 N

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

A 1002-0140 S7 Each 310.0000 N

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

A 1002-0142 S7 Each 67.0000 N

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

A 1002-0220 S7 Pound 282.0000 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

9000-0001 H Linear Foot 45.0000 N Proj

18" TEMPORARY PIPE

9000-0002 F, F3 Linear Foot 9,183.0000 N Proj

MILLING AND FILLING OF EXISTING RUMBLE STRIPS

9000-0003 P Each 4.0000 N Proj

LED LUMINAIRE, 15,825 LUMENS, TYPE T3 COBRAHEAD, ARM MOUNT (PAINTED)

9000-0006 X Lump Sum 1.0000 N Proj

VIDEOTAPING AND INSPECTION OF LOCAL ROADS

9000-0007 F1, Q Dollar 100,000.0000 $1.00 Y Proj

REPAIR OF LOCAL ROADS ON DETOUR ROUTE

9000-0008 C1, M2 Lump Sum 1.0000 N Proj

TEMPORARY DIVERSION DIKE SYSTEM

9000-0009 C1, M2 Lump Sum 1.0000 N Proj

TEMPORARY SANDBAG DIVERSION DIKE AND PUMP BYPASS SYSTEM

9000-0010 Z Lump Sum 1.0000 N Proj

SCM MAINTENANCE AND INSPECTION

9000-0011 H Each 2.0000 N Proj

FLAP GATE FOR 18" PIPE

9000-0012 C1, M2 Cubic Yard 211.0000 N Proj

STOCKPILING AND PLACING STREAMBED MATERIAL

9000-0013 M2 Cubic Yard 725.0000 N Proj

AMENDED SOILS

9000-0014 M2 Cubic Yard 648.0000 N Proj

FILTER MEDIA

Page 19 of 118October 1, 2026 12:44:49 PM

9000-0015 C1 Cubic Yard 2,896.0000 N Proj

CLAY CORE AND KEY TRENCH

9000-0016 H Linear Foot 1,304.0000 N Proj

4" UNDERDRAIN FOR SCM

9000-0017 H Each 18.0000 N Proj

4" CLEANOUT FOR SCM UNDERDRAIN

9000-0018 H Each 5.0000 N Proj

OBSERVATION WELL IN SCM

9000-0019 M3 Square Yard 916.0000 N Proj

TILL EXISTING SOIL, 8" DEPTH

9000-0020 M2 Each 4.0000 N Proj

SEDIMENT STORAGE DEWATERING FACILITY

9000-0021 M2 Each 4.0000 N Proj

CLEANOUT STAKE

9000-0022 V2 Lump Sum 1.0000 N Proj

PREPAREDNESS, PREVENTION AND CONTINGENCY PLAN

9000-0023 M3 Cubic Yard 3.0000 N Proj

COMPOST

9000-0024 K Each 1.0000 N Proj

CONCRETE LEVEL SPREADER

9000-0101 M2 Linear Foot 136.0000 N Proj

WEIGHTED SEDIMENT FILTER TUBE, 18" DIAMETER

9000-0139 X Dollar 50,000.0000 $1.00 Y Proj

UNFORESEEN CONTRACTOR SUPPORT OF ARCHEAOLOGICAL INVESTIGATIONS

9000-0937 R Each 12.0000 N Proj

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

CONTROL MEASURES (SCM)

9000-2001 C1, H Linear Foot 75.0000 N Proj

8" DUCTILE IRON PIPE, SANITARY SEWER MAIN, SHORE/TRENCH BOX

9000-2002 C1, H Linear Foot 335.0000 N Proj

10" DUCTILE IRON PIPE, SANITARY SEWER MAIN, SHORE/TRENCH BOX

9000-2003 C1, K Each 1.0000 N Proj

TYPE 4 MANHOLE, SANITARY SEWER, HEIGHT >10' AND < /= 20'

9000-2004 C1, K Each 1.0000 N Proj

TYPE 4 MANHOLE, SANITARY SEWER, HEIGHT >10' AND < /= 20', DOGHOUSE

9000-2005 C1, K Each 1.0000 N Proj

TYPE 4 MANHOLE, SANITARY SEWER, HEIGHT >10' AND < /= 20', CONCRETE ENCASED

9000-2006 C1, K Each 1.0000 N Proj TYPE 5 MANHOLE, SANITARY SEWER, HEIGHT >10' AND < /= 20', DOGHOUSE, W/ INSIDE DROP

Page 20 of 118October 1, 2026 12:44:49 PM

9000-2007 H Linear Foot 220.0000 N Proj

CONCRETE ENCASEMENT

9000-2008 H Lump Sum 1.0000 N Proj

SANITARY SEWER MAIN CONNECTION FOR 10" DUCTILE IRON PIPE

9000-2009 H, K1 Lump Sum 1.0000 N Proj

SEAL EXISTING SANITARY SEWER MANHOLE OPENING

9000-2010 M Lump Sum 1.0000 N Proj

SITE RESTORATION

9000-2011 C1 Each 3.0000 N Proj

REMOVE EXISTING MANHOLE

9000-2012 C1, K1 Linear Foot 105.0000 N Proj

REMOVE OR FILL ABANDONED SANITARY SEWER MAIN

9000-2013 K1 Linear Foot 185.0000 N Proj

FILL ABANDONED SANITARY SEWER MAIN

9000-2014 H Lump Sum 1.0000 N Proj

SANITARY SEWER BYPASS PUMPING

9000-2015 M2 Lump Sum 1.0000 N Proj TEMPORARY SANDBAG DIVERSION DIKE AND PUMP BYPASS SYSTEM FOR SANITARY SEWER RELOCATION

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM (S-40848)

9203-0102 C1, U Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM (S-31848)

Page 21 of 118October 1, 2026 12:44:49 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 22 of 118October 1, 2026 12:44:49 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: C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Addendum:

Action:

Item(s) Associated:

Page 23 of 118October 1, 2026 12:44:49 PM

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 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.

Page 24 of 118October 1, 2026 12:44:49 PM

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 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

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* 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. Develop an asphalt mixture JMF, then incorporate the WMA Technology additive, modifier, or process into that JMF during production. Create an asphalt JMF cover sheet (Form TR-448A) for approval containing the WMA Technology used, additive dosage rate or percent water added for foaming, material code, and the TSR data from the moisture susceptibility testing.

Submit a copy of each completed JMF, signed by a certified Asphalt Level 2 plant technician, to the DME/DMM at least 3 weeks before the planned start of mixture production. Include a list of all material sources and the asphalt mixture producer in the JMF.

Provide the calibration factors (Cf and 200 Cf) according to PTM No. 757 with the JMF. Do not start mixture production until after the DME/DMM reviews the JMF.

Submit a new JMF with a change in material sources or if a new JMF is necessary to produce a mixture conforming to this specification.

No additional revisions were made to Section 413.2(e)1.•

Section 413.2(e)1.d.5. Volumetric Analysis of Compacted Specimens. Revise TABLE A as follows:•

TABLE A

Job-Mix Formula Composition Tolerance Requirements of the Completed Mix

Single Sample (n=1) Multiple

Samples (n > 3)

Gradation Passing 12.5 mm (1/2 inch) and Larger Sieves +8% +6% Passing 9.5 mm (3/8 inch) to 150 µm (No. 100) Sieves (Inclusive) +6% +4%

Passing 75 µm (No. 200) Sieve +3.0% +2.0% Asphalt Content

19.0 mm Asphalt mixtures and smaller +0.7% +0.4%

25.0 mm Asphalt mixtures and larger +0.8% +0.5%

Temperature of Mixture (F) Chemical, Organic, Foaming Additives

Mechanical Foaming Equipment/Process

Class of Material

Type of Material Maximum*

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Minimum* Minimum* PG 58S-28 Asphalt Binder 215 230 310 PG 64S-22 Asphalt Binder 220 240 320 PG 64E-22 Asphalt Binder 240 260 330

All other Binders Asphalt Binder

The higher of 215 or the minimum temp.

specified in Bulletin 25 minus 45F

The higher of 230 or the minimum temp.

specified in Bulletin 25 minus 30F

As specified in Bulletin

* Outline in the Producer QC Plan and follow more restrictive temperature requirements provided by the WMA technology manufacturer or Technical Representative(s) for production and placement of the mixture. Determine the SGC compaction temperature for the production QC which yields the same target air voids as the designed JMF. Include the SGC compaction temperature in the Producer QC Plan. Compact the completed mixture in the SGC for QC volumetric analysis at the SGC compaction temperature according to the guidelines provided by the Technical Representative.

Section 413.2(i)2. Certification Acceptance. Revise to read as follows:•

2. Certification Acceptance. Acceptance by certification is appropriate for the following mixtures, conditions, or applications:

Scratch courses, leveling courses less than 2-inch depth and driveway adjustments.•

Mixtures used by Department maintenance forces.•

Mixtures purchased by local or municipal governments.•

Mixtures placed in quantities not exceeding 500 tons in a continuous placement operation unless otherwise directed by the Representative.

Mixtures used for parking lots.•

All 4.75 mm NMAS asphalt mixtures.•

Other mixtures, conditions, or applications as approved by the Representative.•

2.a General. Obtain certification from the mixture Producer. Use all QC tests during mixture production as acceptance tests. Certify mixtures using Form CS-4171B. Include, or attach, the QC test results on the form. Provide the form to the Inspector-in-Charge within 1 working day after completing the QC tests. Certify mixtures as specified in Section 106.03(b)3 and the requirements below.

2.b Certification of Mixture. Certify each mixture daily if QC test results conform to the single sample and multiple sample JMF production tolerances of Table A. The acceptance values will be:

Asphalt Content.•

Percent Passing the 2.36 mm (No. 8) sieve (not applicable for 4.75 mm NMAS asphalt mixtures).•

Percent Passing the 75 µm (No. 200) sieve.•

If using printed ticket results in place of laboratory test results for asphalt content, certify that at least 90% of each day’s printed ticket results for asphalt content are within 0.2 percentage points of the JMF.

If the mixture does not conform to the above requirements, do not certify the mixture. Instead, provide all QC test results to the Inspector-in-Charge. If using printed ticket results for asphalt content, provide the percentage of daily printed ticket results within 0.2 percentage points of the JMF to the Inspector-in-Charge. Payment will be determined according to Table H based on the QC test results.

If a day’s production is interrupted by corrective action, material produced after the corrective action may be certified if QC test results conform to production tolerances.

2.c Maintaining Approval to Certify Mixtures. The Department may suspend a plant’s approval to certify mixtures if QC is not performed according to the Producer QC Plan, mixtures are not produced according to Bulletin 27, a mixture cannot be certified on 2

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The Department may take IA samples of the completed mixture at the plant. In the presence of the Department, test the IA samples for asphalt content and gradation according to the test…