829294padot92949.pdf

PROPOSAL Report - Project 92949

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PROPOSAL REPORT

Project: 92949 Bid

Package: 1

Current Let: 07/16/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 04 County: Lackawanna

SR/SEC/

Group ID: 8002/290/DDP

Description

Tigue Street Park N Ride

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 NOTICE TO CONTRACTOR - DIGITAL DELIVERY PROCEDURES 00 - a00002 NOTICE TO CONTRACTOR - ACCESS TO MODEL VIEWER G4011B - a00003 CONSTRUCTION/HOLIDAY RESTRICTIONS G4010C - a00003 REQUIRED NOTIFICATIONS 00 - a00004 PROJECT MILESTONES 00 - a00005 CONSTRUCTION REQUIREMENTS 00 - a00005 CONSTRUCTION REQUIREMENTS/REQUIREMENTS - NPDES G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 C166A - a00166 CHANGES TO SPECIFICATIONS: SECTIONS 107 AND 608 C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507 C169A - a00169 CHANGES TO SPECIFICATIONS: SECTION 419 G211A - a00211 MANDATORY PRE-BID CONFERENCE G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment 00 - a18001 REDI-ROCK RETAINING WALL SYSTEM 00 - b01021 SECTION 102.06 PREPARATION OF BIDS 00 - b01051 SECTION 105 CONTROL OF WORK 00 - b01091 SECTION 109 MEASUREMENT OF QUANTITIES 00 - b01121 SECTION 112 PROJECT RECORDS S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - b06901 SECTION 690 PARTNERING P1061D - b11061 Electronic Submission of Material Certifications through ECMS P1062D - b11062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

00 - c06053 ITEM 4605-2401 - MANHOLE FRAME AND COVER INCLUDING TOP SLAB I6091L - c06091 ITEM 0609-0009 - EQUIPMENT PACKAGE

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

CONSTRUCTION

00 - c86224 ITEMS 8622- 0004/0005 - REDI-ROCK PRECAST MODULAR RETAINING WALL

SYSTEMS (AS DESIGNED)

00 - c86225 PART B SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, S-43600

AND S-43601

00 - c90002 ITEM 9000-0002 - FILL AND PLUG EXISTING STORMWATER PIPE 00 - c90006 ITEM 9000-0006 - TEMPORARY COFFERDAM 00 - c90024 ITEM 9000-0208 - SCM AS-BUILT SURVEY, DRAWINGS AND CERTIFICATION 00 - c90026 ITEM 9000-0211 - TEMPORARY PUMP BYPASS SYSTEM 00 - c90060 ITEM 9000-0686 - SURVEY GRADE GLOBAL NAVIGATION SATELLITE SYSTEM

(GNSS) INSPECTIONS UNIT

00 - c90069 ITEM 9000-0691 - SUBSURFACE EVALUATION 00 - c90095 ITEM 9000-0905 – LED LUMINAIRE, 106 WATT, TYPE III DISTRIBUTION 00 - c90096 ITEM 9000-0906 – PP&L ELECTICAL SERVICES AND COORDINATION 00 - c90097 ITEM 9000-0907 – REMOVAL OF EXISTING LIGHT POLE AND FOUNDATION 00 - c90098 ITEM 9000-0908 – PENNDOT ELECTRICAL SERVICE POLE 00 - c90099 ITEM 9000-0909 – REMOVE WOOD SERVICE POLE 00 - c90100 ITEM 9000-1001 - UTILITY AS-BUILT DATA I95000A - c90500 ITEM 9000-5000 - SNOWPOLE (ORANGE), 7' 0" I68C - c90511 ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c90513 ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

I2032D - c92032 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

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BID PACKAGE SUMMARY

Project: 92949 Bid Package: 1

Project Type: Standard Posted:

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

Prequalification Required: Yes Pre-Bid Meeting: Mandatory

408 Version: 2026-IE

Scheduled Let: 07/16/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 08/31/2026 Structure Work: 6.00%

Required Completion: 01/24/2028 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: For the construction of a Park and Ride parking lot including, driveway entrance/exit, bus lane/stop, parking lot lighting, drainage, guide rail, 2 redi-rock retaining wall systems and bituminous pavement and other miscellaneous construction, as indicated on the approved drawings included in the bid package for TIGUE STREET PARK AND RIDE LOT in LACKAWANNA COUNTY, DUNMORE BOROUGH along Tigue Street from approximately 200' west of the intersection with I-84 On/Off Ramps and Dunham Drive to approximately 800' east of East Drinker Street (SR 2020).

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 9,805.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 593.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 1,026.0000 N

CLASS 2 EXCAVATION

0205-0001 C1 Cubic Yard 1,251.0000 N

COMMON BORROW EXCAVATION

0205-0100 C1 Cubic Yard 9,516.0000 N

FOREIGN BORROW EXCAVATION

0205-0263 C1 Cubic Yard 79.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0264 C1 Cubic Yard 449.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0265 C1 Cubic Yard 266.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-5

0212-0014 C3, H, M2 Square Yard 3,003.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0322 E Square Yard 7,239.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0313-0637 E Ton 50.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 10 TO < 30 MILLION ESALs, 25.0 MM MIX

0350-0106 C, E Square Yard 7,345.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0413-0195 F Square Yard 7,239.0000 N

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

DEPTH, SRL-L

0413-0357 F Ton 13.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, SRL- E

0460-0003 F4 Square Yard 7,484.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0012 F3 Square Yard 32.0000 N

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MILLING OF ASPHALT PAVEMENT SURFACE, 1 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0550 H Linear Foot 127.0000 N

18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, 100 YEAR DESIGN LIFE

0601-0553 H Linear Foot 485.0000 N

36" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, 100 YEAR DESIGN LIFE

0601-0560 H Linear Foot 51.0000 N 18" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-0564 H Linear Foot 60.0000 N 36" THERMOPLASTIC PIPE, GROUP VII, 12'-2' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0601-7536 H Linear Foot 77.0000 N 36" REINFORCED CONCRETE PIPE, TYPE A, 7' - 3' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

4605-2401 K Set 5.0000 N Proj

MANHOLE FRAME AND COVER INCLUDING TOP SLAB

0605-2676 K Each 1.0000 N

TYPE D-W ENDWALL FOR 36" PIPE

0605-2730 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

0605-2850 K Each 4.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

0605-2862 K Each 1.0000 N

TYPE 6 INLET BOX, HEIGHT < /= 10'

0605-3022 K Each 1.0000 N

TYPE 5 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0605-3041 K Each 2.0000 N

TYPE 7 MANHOLE, STORM WATER, HEIGHT >5' AND < /= 10'

0605-3042 K Each 1.0000 N

TYPE 7 MANHOLE, STORM WATER, HEIGHT >10' AND < /= 20'

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0002 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE A

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0619-0458 J3 Each 2.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

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0620-0500 J Linear Foot 300.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 113.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0900 C1, J Each 1.0000 N

REMOVE CONCRETE ANCHORAGE

0620-1600 J Linear Foot 213.0000 N

TYPE 31-S GUIDE RAIL

0620-1670 J Each 2.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 1.0000 N

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

0627-3019 J1 Linear Foot 264.0000 N

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

0630-0041 K Linear Foot 657.0000 N

PLAIN CEMENT CONCRETE CURB, 8" HEIGHT

0676-0001 K Square Yard 546.0000 N

CEMENT CONCRETE SIDEWALK

0686-0010 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE A

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0002 X Dollar 6,000.0000 $1.00 Y

SEMI-FORMAL FACILITATION

E 0695-0004 K Square Foot 10.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

O 0695-0002 K Square Foot 10.0000 N

DETECTABLE WARNING SURFACE, CAST IRON

O 0695-0003 K Square Foot 10.0000 N

DETECTABLE WARNING SURFACE, POLYMER CONCRETE

0696-0639 J1 Each 2.0000 N

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

0703-0020 C1, H Cubic Yard 104.0000 N

NO. 1 COARSE AGGREGATE

0703-0025 C1, H Cubic Yard 53.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 1,446.0000 N

TOPSOIL FURNISHED AND PLACED

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0804-0025 M3 Pound 205.0000 N

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

0804-0026 M3 Pound 45.0000 N

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

0804-0032 M3 Pound 47.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0112 M2 Square Yard 954.0000 N

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

0845-0001 M2 Dollar 25,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0010 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE

0850-0031 C1 Cubic Yard 4.0000 N

ROCK, CLASS R-3

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 1.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0860-0000 M2 Each 2.0000 N

INLET FILTER BAG FOR TYPE M INLET

0864-0001 C1, H Linear Foot 453.0000 N

DIVERSION DITCH

0867-0012 M2 Linear Foot 438.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 202.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0871-0001 C1, H Each 2.0000 N

CONCRETE ANTI-SEEP COLLAR

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0320 O Linear Foot 980.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 725.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 264.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0451 Q Each 3.0000 N

May 21, 2026 10:11:15 AM Page 9 of 81

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0910-0001 C1, P8 Each 17.0000 N

JUNCTION BOXES J.B.-1

0910-0004 C1, P8 Each 2.0000 N

JUNCTION BOXES J.B.-11

0910-0154 P8 Each 13.0000 N

POLE FOUNDATION, TYPE FC

0910-0304 P8 Each 13.0000 N

STEEL LIGHTING POLE WITH 8-FOOT BRACKET ARM (35-FOOT MOUNTING HEIGHT) TYPE S

0910-2004 P8 Each 1.0000 N

8-FOOT BRACKET ARM

0910-4116 P8 Linear Foot 7,340.0000 N

AWG 8 UNDERGROUND CABLE, COPPER, 1 CONDUCTOR

0910-5055 C1, P8 Linear Foot 1,185.0000 N

2" DIRECT BURIAL CONDUIT

0910-7020 P8 Each 1.0000 N

COMPLETE POWER SUPPLY SYSTEM

0910-7210 P8 Lump Sum 1.0000 N

TESTING OF ENTIRE LIGHTING SYSTEM

0931-0003 R Square Foot 60.0000 N

POST MOUNTED SIGNS, TYPE B, STEEL SQUARE POST

0932-0001 R Square Foot 108.0000 N

POST MOUNTED SIGNS, TYPE C

0935-0001 R Square Foot 46.0000 N

POST MOUNTED SIGNS, TYPE F

0937-0107 J, R Each 7.0000 N

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

0937-0114 J, R Each 7.0000 N

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

0937-0118 J, R Each 2.0000 N

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

0937-0122 J, R Each 2.0000 N

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

0937-0195 J1, R Each 7.0000 N

BARRIER MOUNTED DELINEATOR, SIDE MOUNT TYPE R, (W/W)

0937-0214 J1, R Each 7.0000 N

BARRIER MOUNTED DELINEATOR, TOP-MOUNT TYPE WZ, (O/O)

May 21, 2026 10:11:15 AM Page 10 of 81

0954-0151 C1, P8 Linear Foot 1,025.0000 N

TRENCH AND BACKFILL, TYPE I

0960-0001 O2 Linear Foot 3,558.0000 N

4" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0021 O2 Linear Foot 22.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-0101 O2 Each 1.0000 N

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

0960-0107 O2 Each 1.0000 N

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

0960-0220 O2 Each 2.0000 N

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

0960-0402 O2 Each 1.0000 N

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

0960-0419 O2 Each 1.0000 N

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

0960-0421 O2 Each 1.0000 N

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

0960-2000 O2 Linear Foot 977.0000 N

4" BLUE HOT THERMOPLASTIC PAVEMENT MARKINGS

0960-2001 O2 Each 7.0000 N

BLUE HOT THERMOPLASTIC LEGEND, "HANDICAP SYMBOL", 3' - 3" X 2'-11"

0962-1000 O Linear Foot 992.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 992.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0963-0004 O2, O3 Linear Foot 1,705.0000 N

4" PAVEMENT MARKING REMOVAL

0965-0001 O2 Linear Foot 528.0000 N

4" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

8622-0004 S5 Lump Sum 1.0000 N Proj

REDI-ROCK PRECAST CONCRETE RETAINING WALL SYSTEMS (S-43600)

8622-0005 S5 Lump Sum 1.0000 N Proj

REDI-ROCK PRECAST MODULAR RETAINING WALL SYSTEMS (S-43601)

9000-0002 C1, H, K1 Each 2.0000 N Proj

FILL AND PLUG EXISTING STORMWATER PIPE

9000-0006 M2 Linear Foot 58.0000 N Proj

TEMPORARY COFFERDAM

May 21, 2026 10:11:15 AM Page 11 of 81

9000-0208 X Lump Sum 1.0000 N Proj

SCM AS-BUILT SURVEY, DRAWINGS AND CERTIFICATION

9000-0211 M2 Each 2.0000 N Proj

TEMPORARY PUMP BYPASS SYSTEM

9000-0686 X Lump Sum 1.0000 N Proj

SURVEY GRADE GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) INSPECTIONS UNIT

9000-0691 C6 Lump Sum 1.0000 N Proj

SUBSURFACE EVALUATION

9000-0905 P8 Each 14.0000 N Proj

LED LUMINAIRE, 106 WATT, TYPE III DISTRIBUTION

9000-0906 P8 Dollar 5,000.0000 $1.00 Y Proj

PP&L ELECTRICAL SERVICES AND COORDINATION

9000-0907 P, P8 Each 1.0000 N Proj

REMOVAL OF EXISTING LIGHT POLE AND FOUNDATION

9000-0908 P8 Each 1.0000 N Proj

PENNDOT ELECTRICAL SERVICE POLE

9000-0909 P8 Each 1.0000 N Proj

REMOVE WOOD SERVICE POLE

9000-1001 X Lump Sum 1.0000 N Proj

UTILITY AS-BUILT DATA

9000-5000 R Each 4.0000 N Std

SNOWPOLE (ORANGE), 7' 0"

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, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT & PROTECTION SYSTEM

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1.

2.

SPECIAL PROVISIONS

Special Provision: 00 - a00001 NOTICE TO CONTRACTOR - DIGITAL DELIVERY PROCEDURES Addendum:

Action:

Item(s) Associated:

Header:

Notice to Contractor - Digital Delivery Procedures

Provision Body:

General Information.

Two categories of electronic files are provided: Official Project documents and For Information Only files. These are listed and described in the Project Digital File List. The 358002290_FEDR.dgn and 358002290_ROADWAY_TYPS.dgn files include the other relevant digital files as references or links and is recommended as the starting point for viewing the digital files.

Saved Views.

Saved Views are provided with preset settings to aid in viewing the digital files.

There are several model views that are listed that are generated from the 3D model geometry, which are not to be confused with the 2D details and notes (Sheet Models) views listed in Section 3. Access the saved views through the model viewer software. Do not use or reference any saved views under the Desktop views that are included in the model viewer software.

Saved View list:

SAVED VIEW NAME DESCRIPTION TYPE OF

VIEW

0.10 General Notes General notes for overall construction 2D Details and Notes

0.11 Quantities and

Elevations

Item numbers, description, units, approximate quantities, for the Bid Items and supplemental drawings

Links, 2D Details and Notes

0.12 ADA ramp 2D details showing ADA ramp construction specifications. 2D Details and Notes

0.13 Wall Details 1 2D details showing the retaining wall for the inner access road of the parking lot.

2D Details and Notes

0.14 Wall Details 2 2D details showing the retaining wall for the outer business side access road of the parking lot.

2D Details and Notes

0.15 MPT 2D details for maintenance and protection of traffic plans For the access road on Dunham drive.

2D Details and Notes

0.16 E&S 2D details showing the erosion and sediment control plan for Tigue Street.

2D Details and Notes

General Plan_A Annotated overall general plan of the Tigue St Park and Ride. This view can be scaled but is not coordinate correct and elevations values are not to be measured.

3D Model Generated

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3.

Typical Section_A Annotated typical section. This view can be scaled but is not coordinately correct and elevation values are not to be measured.

3D Model Generated

Typical section B Annotated typical section. This view can be scaled but is not coordinately correct and elevation values are not to be measured.

3D Model Generated

3D Wall 1 only 3D view of the structure. 3D Model Generated

3D Wall 2 only 3D view of the structure. 3D Model Generated

Proposed drainage Annotated plan view of pipe layout 3D Model Generated

3D RCE 3D view of access road for Dunham drive 3D Model Generated

3D Parking lot surface 3D View of parking lot grading detail 3D Model Generated

Existing terrain Existing terrain 3D Model Generated

Existing Utilities Existing utilities and drainage 3D Model Generated

Existing and proposed utilities

3D view of existing and proposed utilities 3D Model Generated

Proposed parking lot surface.

3D view of all proposed elements including utilities and drainage with the parking lot set to active.

3D Model Generated

358002290_ALG0 Main Alignment file for Tigue Street, Dunham Drive and I-84 Eastbound and Westbound.

3D Model Generated

358002290_ALG6 Main Alignment for interior access road of parking lot 3D Model Generated

2D Details and Notes (Sheet Models).

This information is provided in the 358002290_ROADWAY_TYPS.dgn file. The 2D details and notes (Sheet Models) are a combination of scalable and not scalable information in the model software viewer.

2D details and notes (Sheet Models) list:

2D DETAIL AND NOTES

(Sheet Models)

DESCRIPTION

0.10 General Notes General notes for overall construction

0.11 Quantities and

Elevations

Item numbers, description, units, approximate quantities, for the Bid Items and supplemental drawings

0.12 ADA ramp 2D details showing ADA ramp construction specifications from the RC Standards and sidewalk tie in.

0.15 MPT 2D details for maintenance and protection of traffic plans for the access road on Dunham drive and short term traffic control.

0.16 E&S & PCSM 2D details showing the Erosion and Sediment Control Plan for Tigue Street and Post Construction Stormwater Management Plan.

RDWY_INDX Roadway index map, tabulation of segment equalities, PA 1 Call information.

RDWY_TYP 2D details and notes for typical roadway section, pavement, guiderail, sidewalk, curbing, retaining walls, drive aisles, and swales.

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4.

5.

6.

7.

HLP_01 General notes for utility pole wiring

HLP_02 Wiring diagram

HLP_03 Schedule

Pole and JB schedule Light pole schedule

Wiring diagram Highway lighting plan circuit wiring diagram

Spreadsheet Content.

This list includes the spreadsheet content. All of this information is provided as tabular data in the 358002290_Quantities.dgn file and is accessible through Saved Views in the 358002290_FEDR.dgn file. Since this information is provided in the .dgn files listed above, the .xlsx files listed below are provided For Information Only. Links to the.xlsx files are included in the 358002290_FEDR.dgn file.

358002290_Quantities.xlsx:

TAB NAME CONTENT

Quantities Table Item numbers, description, units, and approximate quantities.

Model Elements Included as Links.

Not Applicable

Attributes Included in the Individual Model Elements.

Any applicable attributes are visible by selecting the model elements in the model viewer software and accessing the Properties in 358002290_FEDR.dgn and 358002290_ROADWAY_TYPS.dgn.

Level of Development (LOD) General Definitions.

This list is of the general definitions of the Level of Development (LOD). The Model Element Breakdown Structure listed in Section 8 includes these designations for the model elements.

Element Detail Designation (EDD) indicates how close a virtual element visually resembles its real-world counterpart, including geospatial and geometric dimensional accuracies. Element detail communicates physical dimensions of an object and graphical characteristics, such as shape, size, and location.

PennDOT designations for element detail are summarized below.

LINK DEFINITION

D-1 3D model elements represent general size, shape 2D model elements shown as lines or symbols

D-2 3D model elements represent approximate size, shape 2D model elements represent approximate shape and length Standard or special drawings may be needed to provide graphical details not included in the model element (e.g., reinforcing steel, bolts, connectors)

D-3 3D model elements represent specific size, shape 2D model elements represent specific shape and length Standard or special drawings may be needed to provide graphical details not included in the model element (e.g., reinforcing steel, bolts, connectors)

D-4 3D model element represents the fabrication size, shape and graphical details. Depiction of design fabrication details to enable quantity takeoffs without the need of standard or special drawings 2D model element represents the fabrication shape and length

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8.

Element Information Designation (EID) conveys the amount of information that can be obtained directly from the model element. Information includes geometric details and non-geometrical properties also referred as property sets. Element information communicates the reliability of measurements and quantities to meet construction specifications (e.g., pay item quantities), and other information required for asset management such as material properties, warranty information and manufacturer’s details.

PennDOT designations for element detail are summarized below.

ELEMENT INFORMATION

DESIGNATION

DEFINITION

I-1 Model elements are in a general location and orientation and, contain only dimensional geometric data.

Element does not have attributes attached; thus, information cannot be reliably derived from the model element without notes, dimensions and special details and/or tables.

I-2 Model elements are in an approximate location and orientation and, can be queried for individual (e.g., each), linear and area (e.g., linear feet, square yards) quantities.

Notes, dimensions, and details may be needed to obtain further element information.

Information attributes may be attached as a placeholder to input detailed information later as the model element progresses in the modeling process.

I-3 Model elements are in a specific location and orientation and, element can be queried for individual (e.g., each), linear, area and volumetric (e.g., linear feet, square yards, cubic feet) quantities.

Attributes containing data pertinent to construction, such as pay item number and material type (Pub 408 specifications) have been added to the model elements and the associated data may be reliably queried.

I-4 Model elements are in their exact location and orientation and, can be queried for individual (e.g., each), linear, area and volumetric (e.g., linear feet, square yards, cubic feet) quantities.

I-3 attributes along with asset data needed for management and maintenance have been added to the model elements and the associated data may be reliably queried.

Additional Tools/Reference Information.

This list is of the additional tools/reference information available.

TOOL/REFERENCE NAME CONTENT

Roadway Crosswalk- _v1.pdf An example roadway plan exhibit showing where content can be found in the

Digital Delivery format (a crosswalk from 2D to 3D deliverables). The file has a key sheet with instructions and designations then color coded plan sheets for the example drawing set providing where the content shown in the pdf can be found in the Digital Files.

PennDOT Model Element Breakdown Structure 8002_290.pdf

A tool created to accomplish the following objectives: 1) document the specific elements to be modeled for a project, and 2) provide a consistent and standard process to determine the minimum level of information and detail associated to an element. The Model Element Breakdown Structure (MEBS) lists the standards for each model element broken down into the applicable disciplines.

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Project Digital File Index List of Digital Files in the project providing the discipline, file name, description, responsible party, and authoring software of each file included.

This list includes both Official Project documents and For Information Only files. The Authoring Software Version is provided for Official Project documents only, and it is the responsibility of the users to verify file integrity if utilizing other software programs/versions.

Certification memo – Name of File.pdf

Memo providing the Contractual Electronic Data and For Information Only Data with applicable digital signatures/seals and associated documentation.

Links to the file locations on PennDOT’s ProjectWise site for accessing the data are also provided in the memo. Refer to Attachment titled "Digital Delivery – Model Download Instructions" for additional instructions to access files.

Project Specific Details:

Special Provision: 00 - a00002 NOTICE TO CONTRACTOR - ACCESS TO MODEL VIEWER Addendum:

NOTICE TO CONTRACTOR – ACCESS TO MODEL VIEWER

Provision Body:

To support the development of quality bids by its business partners for a Digital Delivery Project, the Department will allow access to a model viewer on a pre-bid basis. To be granted access, business partners must complete the “Model Viewer Access Request Form”. When the form is complete, click the “Email Form” button in the upper right corner of the form or email to RA- PDDigitalDelivery@pa.gov.

Link to form: Model Viewer Access Request Form The business partner employee(s) indicated on the form will receive an automated email from model viewer company when access has been provided. Review of junk and spam email folders for the automated access email may be required.

Model Viewer Access Request Forms submitted after 3:00 p.m. prevailing local time each day will be processed the next business day.

An overview on how to use the model viewer will be provided at the mandatory pre-bid conference.

Model viewer resources (user guide and videos) are available on the PennDOT Digital Delivery website under the Technical Resources page.

Access to the model viewer will be removed for the unsuccessful low bidders after the opening date of the bids.

Special Provision: G4011B - a00003 CONSTRUCTION/HOLIDAY RESTRICTIONS mailto:RA-PDDigitalDelivery@pa.gov mailto:RA-PDDigitalDelivery@pa.gov https://www.ecms.penndot.pa.gov/ECMS/SVCOMFileCabinet?action=GETURL&FILE_NAME=Model%20Viewer%20Access%20Request%20Form

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Header:

CONSTRUCTION/HOLIDAY RESTRICTIONS

Provision Body:

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

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

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

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

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

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

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

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

following the holiday.

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

following the holiday.

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

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

following the holiday.

Independence Day (July 4th)

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

following the holiday.

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

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

Special Provision: G4010C - a00003 REQUIRED NOTIFICATIONS

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Header:

REQUIRED NOTIFICATIONS

Provision Body:

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

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

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

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

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

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

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

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

Special Provision: 00 - a00004 PROJECT MILESTONES

Project Milestones

Provision Body:

SR 8002 Section 290 Winter Shutdown Completion Complete all work on or before 11/12/2026 on SR 8002 Section 290 within the limits of work outlined in this contract prior to winter shutdown. Failure to comply with this milestone will subject the Contractor to Construction Engineering Liquidated Damages as specified in Section 108.07(a).

SR 8002 Section 290 Physical Work Complete Complete all physical work before 1/24/2028 on SR 8002 Section 290 within the limits of work outlined in this contract. Failure to comply with this milestone will subject the Contractor to Construction Engineering Liquidated Damages as specified in Section 108.07(a).

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Special Provision: 00 - a00005 CONSTRUCTION REQUIREMENTS

CONSTRUCTION REQUIREMENTS

Provision Body:

Notify the Project Manager and Contact Jessica Ruddy, District 4-0 Community Relations Coordinator, at (570) 963-4044 for a media release of work two weeks prior to start of work. Include project specific details.

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

Contact emergency services and appropriate municipal officials including police, fire, ambulance, schools, and postal services two (2) weeks prior to start of work to inform them of proposed work schedule. Provide copies of notification to the Project Manager.

Provide all property owners and/or residents affected by construction (along every roadway under contract) written notification of impending work. Provide information in accordance with the special provision titled PUBLIC

NOTIFICATION.

The Department has given sufficient time to procure materials for the project to start work in 2026 construction season.

No additional time will be given for procurement of materials.

No Value Engineering will be allowed for the Redi-Rock retaining wall system.

Monitor traffic control devices as specified in the Special Provision “Item 0901-0001 – Maintenance and Protection of Traffic During Construction” and the Traffic Control Plan. Be prepared to correct any deficiencies immediately. Failure to correct deficiencies in a timely fashion may result in a project shutdown. No additional contract time will be allowed to compensate for time lost resulting from a failure to meet requirements of this provision.

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

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

Comply with all local municipal zoning ordinances regarding construction related noise. The contractor must adhere to local Noise Ordinance’s during construction.

Notify property owners ten days in advance of driveway restrictions affecting their properties.

No vibratory rolling within the project limits, adjacent or on any roadway under contract.

Once project is initiated, make every effort to perform continuous construction operations and minimize the length of the project. Continuous construction operations is defined as providing active construction staffing, equipment, and sufficient material each workday.

Do not discharge wash water into any watercourses or ditches. Remove all excess concrete at the completion of work.

Address comments and concerns raised by regulatory agencies.

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Place 2 CMS boards at the project location to notify those who use the informal park and ride of the proposed construction. Provide CMS a minimum of 4 weeks prior to the start of work.

Utilize the temporary support and excavation system at the project property line to complete the removal of the existing 30” pipe that drains from the existing basin to Little Roaring Brook and along Dunham Drive to perform the installation of MH-4 and the 36” Thermoplastic pipe.

No soil parameters have been provided for the temporary support and excavation system (Item 9203-0101). It is the Contractor's responsibility to obtain and submit cores and soil parameters with the temporary support and excavation system design for approval.

Submit all superpave asphalt mixture designs for department approval a minimum of two weeks prior to the first placement.

If more than one superpave material supplier is used, ensure that each source has department approved mix designs.

Protect any material being hauled to or away from the construction site. Cover any loads which create dust or other undesirable conditions. Loads of waste material emitting any liquid droppings are not allowed on any public roadway.

Clean or sweep any public roadway dirtied during construction of this project to the satisfaction of the representative at no additional cost to the department.

The Department has not provided additional time in the contract for acquiring waste areas and/or permits for these waste areas, if required.

Do not operate off-road equipment on any State-owned bridge or any roadway within the project limits.

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

Any guide rail (panels, posts, etc.) removed must be reinstalled at the end of each day, if not behind concrete barrier. No blunt ends will be permitted.

Coordinate with Mr. John Pivovarnik, Construction ACE, on ECMS 69181, SR 84 over Lackawanna Railroad/ Roaring Brook and State Route 435, and ECMS 92435, SR 84 & 81 Pavement Replacement Project for coordination of projects within or near the SR 8002 Section 290 project limits.

Coordinate with Mr. John Pivovarnik, Construction ACE, to contract Mr. Ralph Del Rosso, District 4-0 Right of Way Administrator, to notify Laurel Line Development, when the empty tractor trailers will need to be moved, to install the 36” HDPE Pipe within the drainage easement area.

Coordinate with Charlotte Krupa, PP&L Electric Utilities Corporation, cakrupa@pplweb.com, 610-774-6287, Cell: 610-554-4062, in relation to the coordination and service for the power connections for the Tigue Street Park and Ride and existing SR 0084 interchange lighting.

The Contractor is responsible for the removal of the existing service pole and installation of new service pole.

Provide a list of signs to Mr. William Arch, Signage Technician, PennDOT Engineering District 4-0 meeting the following requirements:

Provide a list in Excel of all signs that are to be removed, relocated, and newly installed by SR, segment, offset, and ascending/ descending direction.

Special Provision: 00 - a00005 CONSTRUCTION REQUIREMENTS/REQUIREMENTS - NPDES

Action:

mailto:cakrupa@pplweb.com

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CONSTRUCTION REQUIREMENTS/REQUIREMENTS - NPDES

Provision Body:

Coverage of this project is under GP043502125-004 and PASPGP-6.

Coverage of this project under the PAG-02 General Permit, which has been assigned NPDES Permit Number PAC350209, is effective on April 29, 2026, and will expire on December 7, 2029. This is the date the statewide (master) PAG-02 General Permit expires. If you have not submitted a Notice of Termination (NOT) and have not received approval of the NOT by December 7, 2029, you must submit a renewal NOI by December 7, 2029, to remain covered under the reissued master PAG-02 General Permit.

Completion and submission of the SCM Construction Certification Form (3800-FM-BCW0271k) (“SCM Certification Form”) to the office of the Department of Environmental Protection (DEP) or delegated county conservation district (CCD) that approved coverage is a requirement of certain Chapter 102 permits. Under these permits, the permittee must submit the SCM Certification Form within 30 days of the completion of a structural post-construction stormwater management (PCSM) stormwater control measure (SCM). A structural PCSM SCM is a manmade structure used to manage post-construction stormwater, including but not limited to infiltration-based SCMs. The SCM Certification Form does not need to be completed and submitted for PCSM SCMs that are activities (e.g., street sweeping) or are natural landscape features that did not involve earth disturbance. The contractor’s Licensed Professional will complete this form, except for the Permittee Certification section, and submit it to the Department through the PennDOT Project Collaboration Center (PPCC) under a new Submittal Type “Environmental – SCM_Cert_Form” within 14 days of SCM construction completion. Once this form is received in PPCC, the District should review the form for completeness, complete the Permittee Certification section of the form, and ensure the completed form is submitted to DEP or the County Conservation District (CCD) within 30 days of SCM construction completion.

NOTICE OF TERMINATION REQUIREMENT The Contractor is required to properly install and maintain all erosion control and National Pollution Discharge Elimination System (NPDES) plan requirements. Contact the Lackawanna County Conservation District (LCCD) six (6) months prior to project completion and conduct an inspection for entire project. Coordinate inspection activity with Licensed Profession Engineer. Inspect all erosion control BMP’s NPDES items of work. Generate a list of deficient items if found and plan to address them. Once accepted by the Department and LCCD, begin to complete work as specified in plan to address deficient item(s). Conduct additional inspections as determined by LCCD and Department until the Notice of Termination (NOT) is authorized by LCCD. It may be necessary to monitor areas after project completion to determine that proper stabilization or treatment has occurred. Be prepared to re-mobilize equipment and workers if required to complete items of work if acceptable stabilization has not occurred at contractor’s expense. Keep Department inspection staff informed regarding all of the above NPDES activity. When all/any deficient items are successfully completed, and the project is determined to be stable then complete Notice of Termination documentation for NPDES Permit and submit to PennDOT District's H&H Permit Coordinator . The NPDES Permit cannot expire prior to receiving Notice of Termination authorization. This is a mandatory requirement. If the contractor is non-responsive regarding completion of NPDES Notice of Termination requirements and the NPDES Permit expires, the contractor is responsible for all costs associated with re-submission of new NPDES Permit application.

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

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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.

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

May 21, 2026 10:11:15 AM Page 23 of 81

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: C164A - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

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SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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…