839824padot88217.pdf

PROPOSAL Report - Project 88217

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PROPOSAL REPORT

Project: 88217 Bid

Package: 1

Current Let: 09/17/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Centre

SR/SEC/

Group ID: 4005/A02/LDR

Description

SR 4005 Bridge over I-80.

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment C164A - a07000 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C172A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 C168A - a07030 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C170A - a07040 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a07050 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 ... 52 C169A - a07060 CHANGES TO SPECIFICATIONS: SECTION 419 C167A - a07070 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

N10420A - a10420 VERIFICATION OF VERTICAL CLEARANCES 00 - a14000 NOTICE TO CONTRACTOR G100B - a14200 CONSTRUCTION RESTRICTIONS DUE TO AREA SPECIAL EVENTS 00 - a14225 CONSTRUCTION RESTRICTION - TREE CUTTING RESTRICTIONS 00 - a40000 AIR-ENTRAINED CEMENT CONCRETE 00 - a41000 EMBANKMENT QUARANTINE CONTROL 00 - a42000 PILE WINDOW AT ABUTMENTS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S3099C - b03130 - SECTION 313/413 - SUPERPAVE MIXTURE DESIGN S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092 - SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - c00010 ITEM 4205-0200 - SELECTED BORROW EXCAVATION, 206 ROCK 00 - c00020 ITEM 4205-0220 - SELECTED BORROW EXCAVATION, 206 ROCK CHOKED WITH

COARSE AGGREGATE, NO. 57

00 - c00030 ITEM 4205-0267 - SELECTED BORROW EXCAVATION ROCK, R-7, GROUTED 00 - c00040 ITEM 4220-0020 - FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE

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00 - c00050 ITEM 4223-0001 - GEOSYNTHETIC REINFORCED SOIL SLOPE, TYPE A, ADDED

REQUIREMENTS

00 - c00060 ITEM 4607-0001 - REBUILT INLET BOX WITH MANHOLE TOP I6091L - c00070 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c00080 ITEM 4627/8-3020 TEMP BARRIER, TL-3, BARRIER DEFLECT DISTANCE<\=2', W/

DRAINAGE SLOTS & RESET

I802B - c00090 ITEM 4802-0001 - TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE 00 - c00100 ITEM 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c00110 ITEM 4901-0102 - SHADOW VEHICLE EQUIPPED WITH TRUCK MOUNTED

ATTENUATOR

00 - c00120 ITEM 4901-0460 - FULL MATRIX CHANGEABLE MESSAGE SIGN WITH

TELECOMMUNICATIONS, ATMS

00 - c00130 ITEM 4940-0001 - RESET POST MOUNTED SIGNS, TYPE A, HIGHWAY ADVISORY

RADIO

00 - c00140 ITEM 1018-0050 - REMOVAL OF PORTION OF EXISTING BRIDGE I19992A - c00150 ITEM 1999-9999 - TRAINEES 00 - c00160 ITEM 8030-0001 - BRIDGE STRUCTURE, AS DESIGNED, S-43180 00 - c00170 PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-43180... 99 00 - c00180 6” PVC PIPE (SCHEDULE 40) I9007D - c00190 ITEM 9000-0007 - TEMPORARY DIVERSION DIKE SYSTEM I9000E - c00200 ITEM 9000-0008 - TEMPORARY COFFERDAM 00 - c00210 ITEM 9000-0021 - TEMPORARY ACCESS ROAD 00 - c00220 ITEM 9000-0106 - 18” TEMPORARY PIPE 00 - c00230 ITEM 9000-0125 - LANE RENTAL FOR CONSTRUCTION 00 - c00240 ITEM 9000-0180 - TEMPORARY WETLAND CROSSING TIMBER MAT 00 - c00250 ITEM 9000-0408 & 9000-0409 - TYPE I & II SETTLEMENT PLATFORM 00 - c00260 ITEM 9000-0410 & 9000-0411 - TYPE I & II SETTLEMENT PLATFORM READING 00 - c00270 ITEM 9000-0413 / 0414 / 0418 / 0419 - X" WHITE / YELLOW WATERBORNE HIGH

BUILD PAV'T MARKINGS

00 - c00280 ITEM 9000-0430 - INVASIVE SPECIES CONTROL 00 - c00290 ITEM 9000-0560 - POST MOUNTED REFLECTIVE PANEL (RED) 00 - c00300 ITEM 9000-0580 - MAINTENANCE OF ITS DEVICES I68C - c00310 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c00320 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I2032D - c00330 ITEM 9203-2101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

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BID PACKAGE SUMMARY

Project: 88217 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/17/2026 11:00:00 AM Project Cost Range: $12,500,000.00 - $14,999,999.99 Anticipated NTP: 11/02/2026 Structure Work: 42.00%

Required Completion: 11/02/2028 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: For the replacement of a bridge in CENTRE COUNTY, SHOW SHOE TOWNSHIP, Commonwealth of Pennsylvania, SR 4005-A02.Construction is on SR 4005 from Segment 0012 Offset 0000 to Segment 0012 Offset 1411 for a total construction length of approximately 1411 feet (0.265 miles).For the replacement of the existing 6-span structure carrying SR 4005 over I-80 with a 5-span structure along a new alignment. The work involves the realignments of on/off ramps at their intersection with SR 4005 due to the location of the new structure and to improve safety. Additional work includes approach paving, drainage modifications, guide rail upgrades, and miscellaneous construction as indicated on the approved drawings included in the bid package.

Additional Information:

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

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0201-0001 A Lump Sum 1.0000 N

CLEARING AND GRUBBING

0203-0001 C Cubic Yard 19,569.0000 N

CLASS 1 EXCAVATION

0203-0005 C1 Cubic Yard 4,063.0000 N

CLASS 1C EXCAVATION

0203-0006 G4 Linear Foot 9,940.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 432.0000 N

CLASS 2 EXCAVATION

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

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 5,432.0000 N

FOREIGN BORROW EXCAVATION

4205-0200 C1 Cubic Yard 9,053.0000 N Proj

SELECTED BORROW EXCAVATION , 206 ROCK

4205-0220 C1 Cubic Yard 152.0000 N Proj

SELECTED BORROW EXCAVATION , 206 ROCK CHOKED WITH SELECTED BORROW EXCAVATION, COARSE

AGGREGATE, NO. 57

4205-0267 C1 Cubic Yard 6.0000 N Proj

SELECTED BORROW EXCAVATION ROCK, CLASS R-7 GROUTED

0205-0273 C1 Cubic Yard 953.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0281 C1 Cubic Yard 4,063.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 1

0205-0290 C1 Cubic Yard 740.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 2A

0212-0001 C3, H, M2 Linear Foot 6,292.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 26,234.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0212-0016 C3, H, M2 Square Yard 12,906.0000 N

GEOTEXTILE, CLASS 4, TYPE C

4220-0020 K1 Cubic Yard 9.0000 N Proj

FLOWABLE BACKFILL, TYPE C IN ABANDONED PIPE

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4223-0001 M2 Square Foot 723.0000 N Proj

GEOSYNTHETIC REINFORCED SOIL SLOPE, TYPE A , ADDED REQUIREMENTS

0224-0010 M2 Square Yard 2,240.0000 N

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

0224-0011 M2 Square Yard 500.0000 N

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

0224-0020 H2, T7 Linear Foot 110.0000 N

FOUNDATION DRAIN, 6-INCH DIAMETER

0313-0432 E Square Yard 423.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 9" DEPTH

0313-0524 E Square Yard 7,201.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0313-0526 E Square Yard 4,950.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0313-0532 E Square Yard 5,782.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX, 9" DEPTH

0313-0537 E Ton 66.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO < 10 MILLION ESALs, 25.0 MM MIX

0314-0105 E Square Yard 7,624.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 5" DEPTH

0350-0110 C, E Square Yard 11,331.0000 N

SUBBASE 10" DEPTH (NO. 2A)

0350-0112 C, E Square Yard 9,694.0000 N

SUBBASE 12" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 106.0000 N

SUBBASE (NO. 2A)

0350-0121 C, E Ton 8.0000 N

SUBBASE (NO. 2A)

0413-0399 F Square Yard 26,222.0000 N

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

DEPTH, SRL-G

0413-2142 F Ton 13.0000 N

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

MIX, SRL-G

0413-6096 F Square Yard 12,574.0000 N

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

DEPTH

0460-0001 F4 Square Yard 51,209.0000 N

ASPHALT TACK COAT

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0461-0001 F4 Square Yard 2,910.0000 N

ASPHALT PRIME COAT

0491-0014 F3 Square Yard 4,789.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 2,942.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-5901 H1 Linear Foot 596.0000 N

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

0601-7308 H Linear Foot 4.0000 N

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

0601-7313 H Linear Foot 470.0000 N

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

0601-8093 H Linear Foot 8.0000 N

60" REINFORCED CONCRETE PIPE, TYPE A, 40' - 1.5' FILL, 100 YEAR DESIGN LIFE

0605-2652 K Each 1.0000 N

TYPE D-E ENDWALL FOR 18" PIPE

0605-2680 K Each 1.0000 N

TYPE D-W ENDWALL FOR 60" PIPE

0605-2730 K Set 1.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2731 K Set 1.0000 N

TYPE M CONCRETE TOP UNIT AND BICYCLE SAFE GRATE

0605-2850 K Each 6.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-3010 K Each 1.0000 N

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

0605-3011 K Each 3.0000 N

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

0605-5701 K Set 4.0000 N

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

0606-0050 C1, K Set 1.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0606-0160 C1, K Set 1.0000 N

GRADE ADJUSTMENT OF EXISTING WATER VALVES

4607-0001 K Each 1.0000 N Proj

REBUILT INLET BOX WITH MANHOLE TOP

0607-0014 K Vertical Foot 1.0000 N

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REBUILT TYPE M INLET

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

0610-0002 H2 Linear Foot 3,257.0000 N

6" PIPE UNDERDRAIN TYPE I BACKFILL

0610-7002 H2 Linear Foot 3,035.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 1.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 256.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 18.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 18.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-1202 H Each 1.0000 N

CONCRETE END SECTIONS FOR 18" PIPE

0618-0021 H Each 1.0000 N

CONCRETE COLLAR FOR 15" PIPE EXTENSION

0618-0022 H Each 4.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0619-0450 J3 Each 1.0000 N

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

0619-0459 J1, J3 Each 1.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-0502 C1, J Linear Foot 2,340.0000 N

REMOVE EXISTING GUIDE RAIL (DEPARTMENT PROPERTY)

0620-1600 J Linear Foot 1,750.0000 N

TYPE 31-S GUIDE RAIL

0620-1625 J Linear Foot 75.0000 N

TYPE 31-SC GUIDE RAIL

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0620-1660 J Each 3.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 4.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2012 J Each 2.0000 N

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

BARRIER

0620-2013 J Each 2.0000 N

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

4627-3020 J1 Linear Foot 4,230.0000 N Proj TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2' , WITH DRAINAGE SLOTS

4628-3020 J1 Linear Foot 6,480.0000 N Proj RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2' , WITH DRAINAGE SLOTS

0630-0021 K Linear Foot 166.0000 N

PLAIN CEMENT CONCRETE CURB, 4" HEIGHT

0660-0003 F3 Linear Foot 5,537.0000 N

MILLED ASPHALT PAVEMENT SHOULDER RUMBLE STRIPS

0677-0001 C1, E Cubic Yard 14.0000 N

SELECTED MATERIAL SURFACING

0686-0020 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE B

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 4,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

0696-0600 J1 Each 5.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 2

0696-0610 J1 Each 8.0000 N

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

0697-0600 J1 Each 9.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 2

0697-0610 J1 Each 4.0000 N

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

0703-0025 C1, H Cubic Yard 3.0000 N

NO. 57 COARSE AGGREGATE

4802-0001 C1, M Cubic Yard 1,230.0000 N Std

TOPSOIL FURNISHED AND PLACED VISUAL ACCEPTANCE

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0804-0026 M3 Pound 59.0000 N

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

0804-0027 M3 Pound 731.0000 N

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

0804-0032 M3 Pound 50.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0033 M3 Pound 20.0000 N SEEDING AND SOIL SUPPLEMENTS - FORMULA W WETLAND CONSERVATION MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 4,708.0000 N

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

0806-0140 M2 Square Yard 1,362.0000 N

PERMANENT ROLLED EROSION CONTROL PRODUCT, TYPE 5A

0811-0003 J2, M Linear Foot 1,014.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 11.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0032 C1 Cubic Yard 16.0000 N

ROCK, CLASS R-4

0850-0033 C1 Cubic Yard 3.0000 N

ROCK, CLASS R-5

0855-0003 M2 Each 3.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 3.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0856-0001 C1 Each 3.0000 N

REMOVAL SEDIMENT AND ROCK BARRIER

0860-0000 M2 Each 2.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0002 M2 Each 2.0000 N

INLET FILTER BAG FOR TYPE C INLET

0860-0010 M2 Each 3.0000 N

CONCRETE BLOCK/GRAVEL INLET PROTECTION FOR TYPE M INLET

0867-0018 M2 Linear Foot 3,730.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0872-0001 C1, H Each 4.0000 N

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CONCRETE ANTI-SEEP COLLAR

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

4901-0102 Q Each 5.0000 N Proj

SHADOW VEHICLE EQUIPPED WITH TRUCK MOUNTED ATTENUATOR

0901-0120 Q Each 2.0000 N

SPEED DISPLAY SIGN

0901-0202 Q Each 8.0000 N

FLOODLIGHTS

0901-0203 Q Each 2.0000 N

ARROW PANEL

0901-0231 Q Day 650.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0232 Q Day 1,440.0000 N

ADDITIONAL WARNING LIGHTS, TYPE C

0901-0240 Q, R Square Foot 400.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0270 Q Each 60.0000 N

SEQUENTIAL WARNING LIGHTS

0901-0320 O Linear Foot 18,371.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0321 O Linear Foot 18,267.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 18,566.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 23,870.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 40.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

4901-0460 Q Each 4.0000 N Proj

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITH TELECOMMUNICATIONS , ATMS

0931-0003 R Square Foot 35.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0932-0001 R Square Foot 27.0000 N

POST MOUNTED SIGNS, TYPE C

0935-0001 R Square Foot 84.0000 N

POST MOUNTED SIGNS, TYPE F

August 13, 2026 13:51:51 PM Page 12 of 122

0937-0104 J, R Each 10.0000 N

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

0937-0106 J, R Each 18.0000 N

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

0937-0117 J, R Each 8.0000 N

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

0937-0118 J, R Each 8.0000 N

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

0937-0208 J1, R Each 8.0000 N

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

0937-0330 R Each 24.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/BLANK SHEETING

0937-0331 R Each 32.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, WHITE POST WITH WHITE/RED SHEETING

0937-0335 R Each 26.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, YELLOW POST WITH YELLOW/RED SHEETING

0937-0339 R Each 19.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

4940-0001 R Each 1.0000 N Proj

RESET POST MOUNTED SIGNS, TYPE A , HIGHWAY ADVISORY RADIO

0941-0001 R Each 22.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0942-0002 R Each 12.0000 N

RESET POST MOUNTED SIGNS, TYPE C

0945-0001 R Each 45.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0960-0021 O2 Linear Foot 878.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0102 O2 Each 1.0000 N

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

0960-0142 O2 Each 1.0000 N

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

0960-0222 O2 Each 2.0000 N

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

0960-0230 O2 Each 2.0000 N

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

0960-0257 O2 Linear Foot 31.0000 N WHITE HOT THERMOPLASTIC LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)

August 13, 2026 13:51:51 PM Page 13 of 122

0963-0001 O2, O3 Square Foot 20.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 14,541.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 14,569.0000 N

6" PAVEMENT MARKING REMOVAL

0966-0014 O1 Each 3.0000 N

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

0971-0001 R Each 3.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0972-0001 R Each 2.0000 N

REMOVE POST MOUNTED SIGNS, TYPE C

0975-0001 R Each 4.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

1018-0050 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE

1999-9999 Z Hour 1,000.0000 N Std

TRAINEES

E 8030-0001 S Lump Sum 1.0000 N Proj

BRIDGE STRUCTURE, AS DESIGNED, S-43180

A 1002-0001 S7 Pound 70,297.0000 N

REINFORCEMENT BARS

A 1002-0052 S7 Pound 336,620.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1005-1410 C6 Linear Foot 120.0000 N

MANDATORY PREDRILLING FOR DRIVEN PILES

A 1005-1480 X Each 12.0000 N

DYNAMIC PILE LOAD TEST

A 1005-1825 U Linear Foot 1,932.0000 N

STEEL HP12X74 PRODUCTION PILE

A 1005-2025 U Each 80.0000 N

STEEL HP12X74 PILE TIP REINFORCEMENT (HEAVY DUTY)

O 8000-0001 S Lump Sum 1.0000 N Proj

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 S Lump Sum 1.0000 N Proj

STEEL BRIDGE STRUCTURE

9000-0007 M2 Lump Sum 1.0000 N Std

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TEMPORARY DIVERSION DIKE SYSTEM

9000-0008 M2 Lump Sum 1.0000 N Std

TEMPORARY COFFERDAM

9000-0021 C Lump Sum 1.0000 N Proj

TEMPORARY ACCESS ROAD

9000-0106 H Linear Foot 126.0000 N Proj

18" TEMPORARY PIPE

9000-0125 X Dollar 245,000.0000 $1.00 Y Proj

LANE RENTAL FOR CONSTRUCTION

9000-0180 M2 Square Yard 154.0000 N Proj

TEMPORARY WETLAND CROSSING TIMBER MAT

9000-0408 X Each 4.0000 N Proj

TYPE 1 SETTLEMENT PLATFORM

9000-0409 X Each 4.0000 N Proj

TYPE 2 SETTLEMENT PLATFORM

9000-0410 X Each 4.0000 N Proj

TYPE 1 SETTLEMENT PLATFORM READING

9000-0411 X Each 4.0000 N Proj

TYPE 2 SETTLEMENT PLATFORM READING

9000-0413 O Linear Foot 3,186.0000 N Proj

4" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0414 O Linear Foot 4,031.0000 N Proj

6" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0418 O Linear Foot 2,946.0000 N Proj

4" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0419 O Linear Foot 2,793.0000 N Proj

6" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0430 M Lump Sum 1.0000 N Proj

INVASIVE SPECIES CONTROL

9000-0560 R Each 8.0000 N Proj

POST MOUNTED REFLECTIVE PANEL (RED)

9000-0580 P Dollar 25,000.0000 $1.00 Y Proj

MAINTENANCE OF ITS DEVICES

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

August 13, 2026 13:51:51 PM Page 15 of 122

9203-2101 C1, S Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

August 13, 2026 13:51:51 PM Page 16 of 122

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

Provision Body:

August 13, 2026 13:51:51 PM Page 17 of 122

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: G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD)

August 13, 2026 13:51:51 PM Page 18 of 122

Header:

ROAD USER LIQUIDATED DAMAGES (RULD)

Provision Body:

Road User Liquidated Damages (RULDs) will be assessed as specified in Section 108.07(b) and as follows:

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

24 hours in advance of the completion of portions of the work which control the assessment of liquidated damages, notify the Representative so that a mutual inspection can be performed. If the Representative determines that the work is completed satisfactorily, the travel lanes will be opened to unrestricted traffic and no further liquidated damages will be assessed for that portion of work.

Damage charges as outlined below will be assessed independent of and concurrent with, as appropriate, Construction Engineering Liquidated Damages (CELD) as specified in Section 108.07(a).

RULDs as specified will be deducted from money due or to become due.

Lane Restriction

RULDs in the amount of $ 10,000 will be assessed for each day or portion of day that there is a lane closure for the installation and removal of temporary concrete barrier, beam erection staging, pile driving operations, bridge work over I-80 travel lanes (including overhangs, false work, deck pans), deck and barrier pours, deck removal, beam demo staging, substructure demo, shoulder resurfacing, placing guide rail, and placing rumble strips on SR 80 are not complete and open to unrestricted traffic on all lanes after 49 non-consecutive days.

Detour/ Night Work Restriction

RULDs in the amount of $ 1,000.00 will be assessed for each hour or portion of hour that SR 80 EASTBOUND and SR 80 WESTBOUND are not open to at least one lane of traffic after 6:00 AM and before 8:00 PM on 9 nights (overhead beam placement (3 nights), bridge deck pours (3 nights), and demolition (3 nights) only over I-80 travel lanes.

RULDs in the amount of $24,000 (per direction) will be assessed for each day/or portion of day that the detour for SR 80 is not removed and traffic is open to at least one lane after 9 nights (overhead beam placement (3 nights), bridge deck pours (3 nights), and demolition (3 nights) only over I-80 travel lanes.

Special Provision: G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

August 13, 2026 13:51:51 PM Page 19 of 122

Notify the Engineer at least 4 calendar days in advance of the start of any operation which will affect the flow of traffic and provide the Engineer with details of the work to be done. After notification, the District Office will advise the public of these traffic restrictions and possible delays.

Special Provision: G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL

PLAN

Addendum:

ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN

Provision Body:

Comply with these requirements when submitting an alternate plan for accomplishing equal or better temporary and permanent erosion and sediment pollution control. Do not start work until the alternate erosion and sediment pollution control plan, schedules, and operation methods have been approved by the Department and the Department of Environmental Protection, or by the Department and the County Conservation District, as applicable.

Apply for any earth disturbance permits or permit amendments not included in the proposal documents that are required because of the nature of the contemplated construction procedures.

Prepare and furnish, with the applications, plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Provide simultaneously to the District Executive a copy of all plans and documents that affect the construction requirements.

Provide immediately to the District Executive any modifications that are made to the plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Obtain the approval of the Department and the permit from the Department of Environmental Protection prior to beginning any work when a permit is required, and the approval of the Department and the County Conservation District when a permit is not required.

Acquire areas outside of the right-of-way that are necessary for erosion and sediment pollution control. Proceed with the agreement procedure described in Section 105.14 (Borrow Areas and Waste Areas).

Special Provision: G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT

POLLUTION CONTROL

Addendum:

August 13, 2026 13:51:51 PM Page 20 of 122

Header:

CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION CONTROL

Provision Body:

I. Observe the applicable following procedures during the entire period of construction as directed:

(a) Conduct all operations as specified in the erosion and sediment pollution control plan and in such a manner to minimize turbidity in streams. Do not discharge water containing sediments or pollutants into the streams.

(b) Direct flowing water away from project construction areas.

(c) Limit movement of equipment through the streambed in accordance with the approved plan so as to prevent unnecessary siltation or disturbance. Permit equipment to cross flowing channels only on rock roadways and/or bridges to prevent constant turbulency and siltation.

Construct rock crossings, causeways or cofferdams with rock having a minimum size of 75 mm (3 inches) or larger as directed; also, the surface may be choked with stone aggregate having a minimum size of 9.5 mm (3/8-inch). Do not use earth or other materials which may cause sedimentation, for any crossings, causeways or cofferdams.

(d) Seed and/or stabilize all stream banks immediately upon completion of grading.

(e) Seed all cut and fill slopes when they have reached a vertical height of 4.5 m (15 feet). On areas where permanent seeding will not be performed within a period of 20 days after the excavation or embankment operations have been completed place temporary seeding (annual Ryegrass) and mulching on all soil areas.

(f) Control the entire grading area at all times during construction by placing the erosion and sediment pollution control devices that can be installed prior to disturbing the earth and the stabilization devices as soon as the required earthwork has been performed.

(g) For any excavation material stockpiled more than 20 days, take interim stabilization measures to minimize erosion of the stockpile slopes.

(h) Clean the sedimentation structures during construction as specified in Section 861. Dispose of silt fencing and sediment removed from the project, as directed.

(i) Separate all water originating outside of the project from that originating within.

(j) During the life of the contract, be responsible for the maintenance of all erosion and sediment pollution control devices.

(k) Seed all borrow and waste areas in accordance with the approved plans and with item (e) above.

Special Provision: G1601A - a01601 E.E.O. COVERED AREA

E.E.O. COVERED AREA

August 13, 2026 13:51:51 PM Page 21 of 122

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

For the purpose set forth in the Executive Order 11246 the covered area for this contract is Centre County, which is within the Economic Area of Williamsport as listed in Appendix B of Designated Special Provision 12 (DSP12) entitled “Executive Order 11246 (with Appendix A and B)” in Appendix C of Pub 408.

Special Provision: G2302A - a02302 Worker Protection and Investment

Worker Protection and Investment

Provision Body:

In accordance with the Governor’s Executive Order 2021-06, Worker Protection and Investment, contractors and grantees of the Commonwealth must certify they are in compliance with Pennsylvania’s Unemployment Compensation Law, Worker’s Compensation Law, and all applicable Pennsylvania state labor and workforce safety laws including, but not limited to:

Construction Workplace Misclassification Act Employment of Minors Child Labor Act Minimum Wage Act Prevailing Wage Act Equal Pay Law Employer to Pay Employment Medical Examination Fee Act Seasonal Farm Labor Act Wage Payment and Collection Law Industrial Homework Law Construction Industry Employee Verification Act Act 102: Prohibition on Excessive Overtime in healthcare Apprenticeship and Training Act Inspection of Employment Records Law

To ensure compliance with these statutes, Contractors and Grantees are required to submit the Worker Protection and Investment Certification Form (BOP-2201) in response to all ECMS procurement solicitations. The form is available in the ECMS File Cabinet (in References Tab). If assistance with the Form is needed, contact the ECMS Help Desk at 855-783-8330 or at 717- 783-8330. ECMS Help Desk assistance is available 24 hours a day, 7 days a week.

This form must be completed for the Prime Contractor and all subcontractors and/or services.

The Prime Contractor must email the completed BOP-2201 Form to workprotect@pa.gov or fax the Form to 717-265-7207, signed by an authorized representative of the Contractor, possessing sufficient knowledge to make the representations and certifications on the BOP-2201 Form by 3:00 P.M. prevailing local time within 7 calendar days after the bid opening. When the seventh (7th) calendar day after the bid opening falls on a day that the Department offices are closed, submit the BOP-2201 Form by 3:00 P.M. prevailing local time on the next business day. Failure or refusal to provide the BOP-2201 Form, or inclusion on any Pennsylvania Department of Labor and Industry Worker Protection and Labor Law Non-Compliance List, will be considered a refusal to comply with bidding requirements and may result in rejection of the bid, and other appropriate consequences.

mailto:workprotect@pa.gov

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For Subcontractors/Services, the completed BOP-2201 Form must be attached with the Public Works Verification Act form and submitted in ECMS before a subcontractor request can be approved. A subcontractor/service identified on any Pennsylvania Department of Labor and Industry Worker Protection and Labor Law Non-Compliance List will not be approved.

The Pennsylvania Department of Labor and Industry has created a public list of businesses that have been found to be non-compliant with Pennsylvania state labor and workforce safety law which will be published on its public-facing website. The link to the Department of Labor and Industry’s website is: www.dli.pa.gov/Pages/Non-Compliance-List.aspx.

Questions regarding inclusion on the list should be directed to the appropriate bureau with the Department of Labor and Industry.

Special Provision: C164A - a07000 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

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.

http://www.dli.pa.gov/Pages/Non-Compliance-List.aspx

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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

Special Provision: C166A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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

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

When a general or individual NPDES Permit is involved:

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

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

CCD.

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

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

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

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

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

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

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

approved Post Construction Stormwater Management (PCSM) Plan.

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Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.

Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.

Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.

Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.

608 MOBILIZATION

Section 608.4(b)3. Revise to read as follows:

3. When all physical work has been satisfactorily completed and the following certificates and documents, as required, have been properly furnished, the final payment will be made as specified in Section 608.4(a):

Certified Payroll Records

Final DBE/DB payment amounts and, if necessary, shortfall justification

Material Certifications

Form CS-4225H, Highway Lighting In-Service Guarantee Notification

As built drawings for Design/Build projects

Form RW-397A, Right to Enter (a property) and Release Form from property owner, if applicable

Form CS-4345, Borrow and/or Waste Management

Contractor Evaluations of the design of the project; and

Work Order Information (i.e. Force Account documentation)

Post Construction Stormwater Management As-built drawings and all documentation required for submission of the Notice of Termination for projects with NPDES permits.

Special Provision: C172A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

August 13, 2026 13:51:51 PM Page 26 of 122

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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

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

When a general or individual NPDES Permit is involved:

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

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

Conduct confirmation testing for…