PROPOSAL Report - Project 116741

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PROPOSAL REPORT

Project: 116741 Bid

Package: 1

Current Let: 06/04/2026 11:00:00 AM

Version: Current Addendum

Count: 1

District: 01 County: Erie

SR/SEC/

Group ID: 5/B21/DDP

Description

SR 5 over Sixmile Creek

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 NOTICE TO CONTRACTOR - DIGITAL DELIVERY PROCEDURES 00 - a00003 NOTICE TO CONTRACTOR - ACCESS TO MODEL VIEWER 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 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 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

C2F - A5C - CONSTRUCTION RESTRICTIONS AND REQUIREMENTS

C1J - A5D - DISTRICT CHANGES TO SPECIFICATIONS: SECTION 413, 491, 703, AND 937

00 - b010031 - DOWEL HOLES, 12" & 18" DEPTH EPOXY GROUT C10191B - b010191 - PROTECTIVE COATING FOR REINFORCED CONCRETE, SILANE OR

SILOXANE

00 - b01021 - SECTION 102.06 PREPARATION OF BIDS 00 - b01051 - SECTION 105 - CONTROL OF WORK P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

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 - INSTALLATION OF FACILITIES S6092B - b06092 - SECTION 609.2(f) - MISCELLANEOUS MATERIALS 00 - b06901 - SECTION 690 - PARTNERING 00 - c02011 - ITEM 4201-0001 - CLEARING AND GRUBBING WITH TREE CUTTING

RESTRICTIONS

I3131A - c03131 - ITEM 4313-0437 - SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE

DRIVEWAY ADJUSTMENT

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I4132A - c04132 - ITEM 4413-0258 - SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING

COURSE - DRIVEWAY ADJUSTMENT

I44912B - c04912 - ITEM 4491-0019 - MILLING OF ASPHALT PAVEMENT SURFACE, SHOULDER

BACKUP

I6091L - c06091 - ITEM 0609-0009 - EQUIPMENT PACKAGE 00 - c06201 - ITEM 4620-2030 - THRIEBEAM GUIDE RAIL TO PA TYPE 10M BRIDGE BARRIER

(ELIMINATE W-BEAM)

I6771B - c06771 - ITEM 4677-0002 - SELECTED MATERIAL SURFACING, REPLACE IN KIND 00 - c06901 - ITEM 4690-0002 - SEMI-FORMAL FACILITATION, DIGITAL DELIVERY 00 - c08551 - ITEM 4855-0003 - PUMPED WATER FILTER BAG INCLUDING SANDBAGS 00 - c09011 - 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION

00 - c10181 - ITEM 1018-0050 - REMOVAL OF PORTION OF EXISTING BRIDGE 00 - c81000001 - ITEM 8110-0001 - ALTERNATE BRIDGE STRUCTURE – DIGITAL DELIVERY 00 - c81000001 - PART B - SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS 00 - c90000001 - ITEM 9000-0001 - DIVERSION DIKE SYSTEM 00 - c90000002 - ITEM 9000-0002 - RELOCATE MAILBOX 00 - c90000006 - ITEM 9000-0006 - SAWING AND SEALING OF OTHER SURFACES 00 - c90000686 - ITEM 9000-0686 - SURVEY GRADE GLOBAL NAVIGATION SATELLITE SYSTEM

(GNSS) INSPECTIONS UNIT

00 - c90001002 - ITEM 9000-1002 - ELASTICIZED EXPANDED POLYSTYRENE MATERIAL 00 - c90001003 - ITEM 9000-1003 - FLEXIBLE FISH BAFFLES I68C - c90005101 - ITEM 9000-5101 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION AGGREGATE

I70C - c90005103 - ITEM 9000-5103 - ELECTRONIC TICKETING (E-TICKETING) FOR

CONSTRUCTION CONCRETE

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BID PACKAGE SUMMARY

Project: 116741 Bid Package: 1

Project Type: Standard Posted: 04/09/2026

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 06/04/2026 11:00:00 AM Project Cost Range: $1,000,000.00 - $2,499,999.99 Anticipated NTP: 07/20/2026 Structure Work: 67.00%

Required Completion: 11/24/2027 DBE: 0% Wage Rates: Yes

Description:

This project is the replacement of the structure carrying SR 5 over 6 Mile Creek including structure removal, structure construction, full depth paving, milling, guiderail, signage, line painting, drainage, erosion control, traffic control and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 5, SECTION B21, in Erie COUNTY Harborcreek TOWNSHIP from approximately segment 0750 offset 0551' to approximately segment 0750 offset 1101'.

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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ADDENDA

Addendum: 1

Project Cost Range: 1,000,000.00 - 2,499,999.99 Federal Project Status: PENNDOT Oversight Non-NHS

DBE: 0.00%

Structure Work: 67.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: BRIDGE Prequalification Required: Yes

Pre-Bid Meeting: None 408 Version: 2026-IE

Actual Let: 06/04/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 07/20/2026

Required Completion: 11/24/2027

Description:

This project is the replacement of the structure carrying SR 5 over 6 Mile Creek including structure removal, structure construction, full depth paving, milling, guiderail, signage, line painting, drainage, erosion control, traffic control and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 5, SECTION B21, in Erie COUNTY Harborcreek TOWNSHIP from approximately segment 0750 offset 0551' to approximately segment 0750 offset 1101'.

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.

Item and Quantity:

Special Provision:

Other:

Added existing structure plan.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING WITH TREE CUTTING RESTRICTIONS

0203-0001 C Cubic Yard 237.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 66.0000 N

SAW CUTTING

0204-0001 C1, H Cubic Yard 123.0000 N

CLASS 2 EXCAVATION

0204-0150 C1, H, S Cubic Yard 2.0000 N

CLASS 4 EXCAVATION

0205-0364 C1 Ton 30.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-4

0205-0368 C1 Ton 70.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-8

0212-0001 C3, H, M2 Linear Foot 182.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 596.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0426 E Square Yard 357.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

4313-0437 E Ton 6.0000 N Std

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

DRIVEWAY ADJUSTMENT

0350-0108 C, E Square Yard 517.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0350-0121 C, E Ton 8.0000 N

SUBBASE (NO. 2A)

0413-0245 F Square Yard 738.0000 N

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

DEPTH, SRL-H

4413-0258 F Ton 2.0000 N Std

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL-L

DRIVEWAY ADJUSTMENT

0413-1024 F Ton 22.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

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0413-7009 F Ton 89.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE (LEVELING), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM

MIX

0460-0003 F4 Square Yard 1,833.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0461-0001 F4 Square Yard 29.0000 N

ASPHALT PRIME COAT

4491-0019 F3 Square Yard 738.0000 N Std

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

SHOULDER BACKUP

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 182.0000 N

6" PAVEMENT BASE DRAIN

0610-7400 H2 Cubic Yard 2.0000 N

ADDITIONAL COARSE AGGREGATE FOR EXTRA DEPTH PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 71.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 3.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 2.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

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 2.0000 N

TERMINAL SECTION, SINGLE

0620-0503 C1, J Linear Foot 176.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-1600 J Linear Foot 25.0000 N

TYPE 31-S GUIDE RAIL

0620-2030 J Each 2.0000 N

THRIE-BEAM GUIDE RAIL TO PA TYPE 10M BRIDGE BARRIER TRANSITION WITHOUT CURB

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4620-2030 J Each 2.0000 N Proj

THRIE-BEAM GUIDE RAIL TO PA TYPE 10M BRIDGE BARRIER TRANSITION WITHOUT CURB (ELIMINATE W-BEAM)

4677-0002 C1, E Ton 5.0000 N Std

SELECTED MATERIAL SURFACING REPLACE IN KIND

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

4690-0002 X Dollar 5,000.0000 $1.00 Y Proj

SEMI-FORMAL FACILITATION DIGITAL DELIVERY

0802-0003 C1, M Square Yard 289.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 13.0000 N

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

0804-0032 M3 Pound 3.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0113 M2 Square Yard 491.0000 N

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

4855-0003 M2 Each 2.0000 N Proj

PUMPED WATER FILTER BAG INCLUDING SANDBAGS

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0867-0012 M2 Linear Foot 160.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 20.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0937-0105 J, R Each 4.0000 N

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

0937-0339 R Each 2.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0962-1000 O Linear Foot 1,124.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1005 O Linear Foot 1,124.0000 N

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4" YELLOW WATERBORNE PAVEMENT MARKINGS

0971-0001 R Each 2.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

1001-1140 K Cubic Yard 16.0000 N

CLASS C CEMENT CONCRETE

1018-0050 T1 Lump Sum 1.0000 N Proj

REMOVAL OF PORTION OF EXISTING BRIDGE

E 8110-0001 S1 Lump Sum 1.0000 N Proj

BRIDGE STRUCTURE, AS DESIGNED, S-43241

A 1002-0052 S7 Pound 32,889.0000 N

REINFORCEMENT BARS, EPOXY COATED

O 8100-0001 S1 Lump Sum 1.0000 N Proj

STEEL BRIDGE STRUCTURE

9000-0001 M2 Lump Sum 1.0000 N Proj

DIVERSION DIKE SYSTEM

9000-0002 R Each 2.0000 N Proj

RELOCATE MAILBOX

9000-0006 G1, G4 Linear Foot 68.0000 N Proj

SAWING AND SEALING OF OTHER SURFACES

9000-0686 X Lump Sum 1.0000 N Proj

SURVEY GRADE GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) INSPECTIONS UNIT

9000-1002 K2 Square Yard 65.0000 N Proj

ELASTICIZED EXPANDED POLYSTYRENE MATERIAL

9000-1003 S4 Linear Foot 116.0000 N Proj

FLEXIBLE FISH BAFFLES

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

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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:

1. 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 25 0005 B21_FEDR.dgn and 25 0005 B21_INFRA 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.

2. Saved Views.

Saved Views are provided with preset settings to aid in viewing the digital files. These Saved Views are included in the 25 0005 B21_FEDR.DGN and the model viewer software.

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

BRDG-000: All Elements Including Approaches

3D view of the existing bridge and proposed bridge elements. 3D Model Saved View

BRDG-001: 3D

Model 3D view of the existing bridge and proposed bridge elements. 3D Model Saved View

BRDG-002:

Proposed Bridge 3D view of the existing bridge and proposed bridge elements. 3D Model Saved View

BRDG-003: Existing Bridge 3D view of the existing bridge and proposed bridge elements. 3D Model Saved View

BRDG-004:

Superstructure 3D view of superstructure, approach slabs, sleeper slabs, and toewalls. 3D Model Saved View

BRDG-005:

Substructure 3D view of substructure, wingwalls, streambed paving, and abutments. 3D Model Saved View

BRDG-006:

Abutment Reinforcing 3D view of abutment reinforcing. 3D Model Saved View

BRDG-007:

Superstructure Reinforcing

3D view of superstructure reinforcing. 3D Model Saved View

BRDG-008:

Approach Slab Reinforcing

3D view of approach slabs, toe walls, and barrier reinforcing. 3D Model Saved View

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BRDG-009: Barrier Reinforcing 3D view of barrier reinforcing. 3D Model Saved View

BRDG-010:

Diaphragm Reinforcing

3D view of diaphragm reinforcing. 3D Model Saved View

BRDG-011:

Transverse Section 3D view or transverse section. 3D Model Saved View

BRDG-012:

Abutment 1 Section

3D view of abutment 1 section with reinforcing, approach slab, and sleeper slab. 3D Model Saved View

BRDG-013:

Abutment 2 Section

3D view of abutment 2 section with reinforcing, approach slab, and sleeper slab. 3D Model Saved View

BRDG-014: Bearing Pads 3D view of bearing pads, beam seat, and beams. 3D Model Saved View

DRAN-001: Project Drainage 3D view of drainage overview. 3D Model Saved View

RDWY-001: Guiderail 3D view of guiderail. 3D Model Saved View

RDWY-002:

Roadway Plan 3D roadway overview with alignment. 3D Model Saved View

RDWY-003 Full Depth Paving 3D overview of full depth paving. 3D Model Saved View

RDWY-004: Milling 3D overview of milling. 3D Model Saved View RDWY-005: Final Wearing 3D overview of final wearing paving. 3D Model Saved View

UTE-001: Utilities 3D overview of existing utilities.

3. 2D Details and Notes (Sheet Models).

This information is provided in the 25 0005 B21_INFRA_TYPS.dgn file and the model viewer software. The 2D details and notes (sheet models) are a combination of scalable and not scalable information in the model viewer software.

2D details and notes (Sheet Models) list:

2D DETAIL AND NOTE

DESCRIPTION

1 ROAD - General Notes Sheet Roadway typical sections, part 1Roadway general notes, summary of project coordinates, public utilities list, and earthwork summary table

2 ROAD - Typical Section Sheet Typical section for SR 0005.

1 STR - Bridge Plan Annotated bridge general plan and baffle layout

2 STR - Bridge Elevation Annotated general elevation along the structure, and streambed paving details.

3 STR - Bridge Section Annotated structure typical section, approach slabs section, elevation table for deck and approach slabs.

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4 STR - General Notes Structure general notes.

5 STR - Quantity and Beam Ratings Bridge quantities table and rating tables.

6 STR - Deck and Beam Elev Deck top, beam top, and beam bot elevations at centerline of beams.

7 STR - Framing Plan Annotated framing plan view.

8 STR - Abutment 1 Plan Annotated abutment 1 plan view.

9 STR - Abutment 1 Elevation Annotated abutment 1 elevation and beam seat elevation table. Annotated toewall details.

10 STR - Abutment 1 Section Annotated section abutment 1, Wing A plan, Wing A elevation, Wing B plan, and Wing B elevation details.

11 STR - Abutment 2 Plan Annotated abutment 2 plan view.

12 STR - Abutment 2 Elevation Annotated abutment 2 elevation and beam seat elevation table.

13 STR - Abutment 2 Section Annotated section abutment 2, Wing C plan, Wing C elevation, Wing D plan, and Wing D elevation details.

14 STR - Bearing Details 2D details for bearing plan and elevation views.

15 STR - Elastomeric Bearing Details 2D details bearing pads and bearing pad table.

16 STR - Steel Beam Details 2D detail typical beam elevation, shear connector, beam notch detail, and camber table.

17 STR - Intermediate Diaphragm and Stiffeners 2D detail stiffiner and diaphragm.

18 STR - Deck Top Mat 2D detail deck top mat reinforcing.

19 STR - Deck Bottom Mat 2D detail deck bottom mat reinforcing.

20 STR - Deck Reinforcement Section 2D detail deck section reinforcing.

21 STR - Abutment 1 Diaphragm Details 2D detail abutment 1 end diaphragm and reinforcing.

22 STR - Abutment 2 Diaphragm Details 2D detail abutment 2 end diaphragm and reinforcing.

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23 STR - Barrier Details 2D detail barrier and reinforcing.

24 STR - Abutment 1 Approach Slab Plan 2D detail approach slab 1 and reinforcing.

25 STR - Abutment 1 Approach Slab Sections 2D details for approach slab 1, sleeper slab, and paving notch.

26 STR - Abutment 2 Approach Slab Plan 2D detail approach slab 2 and reinforcing.

27 STR - Abutment 2 Approach Slab Sections 2D details for approach slab 2, sleeper slab, and paving notch.

28 STR - Reinforcement Schedules Reinforcement table

1 TRFC - General Notes Sheet Traffic control plan general notes and detour route plan.

2 TRFC - Detour Signs Sheet 2D details of detour route signage. Tabulation of traffic control devices.

3 TRFC - Bicycle Detour Sheet 2D plan view of bicycle detour route and detour route signage. Tabulation of bicycle traffic control devices.

4. Spreadsheet Content.

Not applicable.

5. Model Elements Included as Links.

Not applicable.

6. Attributes Included in the Individual Model Elements.

The bridge elements, including reinforcement bars, include attributes visible in the properties of each element. Any applicable attributes are visible by selecting the model elements in the viewer software and accessing the Properties in 25 0005 B21_FEDR.dgn and 25 0005 B21_INFRA_TYPS.dgn. Attributes are not valid in any other file.

7. 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)

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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

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

8. Additional tools/reference information.

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

TOOL/REFERENCE

NAME CONTENT

PennDOT Model Element Breakdown Structure - SR 0005-B21.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.

Project Digital Files Index

- SR 0005-B21.pdf

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 116741 Final.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 Other/Project- Specific Plan - Instructions for PennDOT Model file download from ECMS Certification Memo for additional instructions to access files.

Project Specific Details:

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Special Provision: 00 - a00003 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.

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: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

mailto:RA-PDDigitalDelivery@pa.gov?subject=Model%20Viewer%20Access%20Request%20Form https://www.ecms.penndot.pa.gov/ECMS/SVCOMFileCabinet?action=GETURL&FILE_NAME=Model%20Viewer%20Access%20Request%20Form

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DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

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

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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

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

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

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

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

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

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

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

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

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

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

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

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

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

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

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

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

The term produced in the United States defined as:

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

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

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

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

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

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

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

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

3. Construction Materials.

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

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

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

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

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

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

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

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Header:

CHANGE TO SPECIFICATIONS: SECTIONS 107, AND 608

Provision Body:

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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

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

When a general or individual NPDES Permit is involved:

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

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

CCD.

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

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

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

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 approved Post Construction Stormwater Management (PCSM) Plan.

May 5, 2026 10:31:07 AM Page 20 of 73 performance of the corrective actions for noncompliance notices or stop work orders will be considered as specified in Section 110.03 and Section 108.06, as applicable.

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

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

Either a semi-final or final inspection has been performed, physical work is complete, and an 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: C167A - a00167 CHANGES TO SPECIFICATIONS: APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

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CHANGES TO SPECIFICATIONS : APPENDIX C—DESIGNATED SPECIAL PROVISIONS and APPENDIX C, DSP 20

Provision Body:

APPENDIX C—DESIGNATED SPECIAL PROVISIONS. Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISIONS

General: This appendix to Publication 408 contains standard required provisions. The Contractor shall comply with the below appendices, as applicable.

Standard Documents: Designated Special Provisions (DSPs) that are referenced in this Appendix are:

DSP4. Diverse Business (DB) Requirements for Non-Federally Funded Construction Projects. This provision is applicable to contracts funded with state funds, without federal funds.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects. This provision is applicable to any Federally-funded (in part or whole) contract for a construction project.

DSP8. F. A. R.—Required Contract Provisions Federal-Aid Construction Contracts – FHWA-1273 (Revised October 23, 2023). See attachments to the Proposal. This provision is applicable to any federally funded (in part or whole) contract for a construction project.

DSP9. Special Supplement—Anti-Pollution Measures – August 26, 1999. This provision is applicable to all contracts.

DSP12. Executive Order 11246, with Appendices A and B. This provision is applicable to contracts with federal funds (in part or whole).

DSP13. Buy America. This provision is applicable to contracts with federal funds (in part or whole, and to state-funded projects when any federal funds were allocated at any phase of the work on the overall-project but not under the current contract (for example, design), even if the construction contract is 100% state-funded.

DSP15. Commonwealth Standard Terms and Conditions. This provision is applicable to all contracts.

DSP16. Lobbying Certification Form. This provision is applicable to contracts with federal funds and a contract amount $100,000 or greater. If applicable, the Contractor shall complete this form and return it to PennDOT during contract execution. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause. This provision is applicable to contracts with federal funds. As used in this DSP, “[Name of Subrecipient]” refers to the Contractor.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances. This provision is applicable to contracts with federal funds. The Contractor’s signature on an agreement will be deemed a signature on this exhibit.

As used in this DSP, the term “Subrecipient” refers to the Contractor.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities. This provision is applicable to contracts with federal funds (in part or whole).

APPENDIX C—DESIGNATED SPECIAL PROVISION 20 (DSP20) FAR 52.240-1 - PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024). Revise to read as follows:

APPENDIX C

DESIGNATED SPECIAL PROVISION 20 (DSP20)

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FAR 52.240-1 -PROHIBITION ON UNMANNED AIRCRAFT SYSTEMS MANUFACTURED OR ASSEMBLED

BY AMERICAN SECURITY DRONE ACT-COVERED FOREIGN ENTITIES (NOV 2024)

(a) Definitions. As used in this clause—

American Security Drone Act-covered foreign entity means an entity included on a list developed and maintained by the Federal Acquisition Security Council (FASC) and published in the System for Award Management (SAM) at https://www.sam.gov (section 1822 of the National Defense Authorization Act for Fiscal Year 2024, Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

FASC-prohibited unmanned aircraft system means an unmanned aircraft system manufactured or assembled by an American Security Drone Act-covered foreign entity.

Unmanned aircraft means an aircraft that is operated without the possibility of direct human intervention from within or on the aircraft (49 U.S.C. 44801(11)).

Unmanned aircraft system means an unmanned aircraft and associated elements (including communication links and the components that control the unmanned aircraft) that are required for the operator to operate safely and efficiently in the national airspace system (49 U.S.C. 44801(12)).

(b) Prohibition. The Contractor is prohibited from—

(1) Delivering any FASC-prohibited unmanned aircraft system, which includes unmanned aircraft (i.e., drones) and associated elements (sections 1823 and 1826 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.);

(2) On or after December 22, 2025, operating a FASC-prohibited unmanned aircraft system in the performance of the contract (section 1824 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.); and

(3) On or after December 22, 2025, using Federal funds for the procurement or operation of a FASC-prohibited unmanned aircraft system (section 1825 of Pub. L. 118-31, 41 U.S.C. 3901 note prec.).

(c) Procedures. The Contractor shall search SAM at https://www.sam.gov for the FASC-maintained list of American Security Drone Act-covered foreign entities prior to proposing, or using in performance of the contract, any unmanned aircraft system. Additionally, the Contractor shall ensure any effort or expenditure associated with a FASC-prohibited unmanned aircraft system is consistent with a corresponding exemption, exception, or waiver determination expressly stated in the contract.

(d) Exemptions, exceptions, and waivers. The prohibitions in this clause do not apply where the agency has determined an exemption, exception, or waiver applies and the contract indicates that such a determination has been made. [See sections 1823 through 1825 and 1832 of Public Law 118-31 (41 U.S.C. 3901 note prec.) for statutory requirements pertaining to exemptions, exceptions, and waivers.].

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial products or commercial services.

Special Provision: C168A - a00168 CHANGES TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

CHANGE TO SPECIFICATIONS: SECTIONS 110, 404, AND 507

Provision Body:

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SECTION 110—PAYMENT

Section 110.06 MATERIAL STORED OR ON HAND. Revise to read as follows:

110.06 MATERIAL STORED OR ON HAND—

(a) Stored Material. The Representative may authorize payment for certain material, using Form CS-110, before its incorporation into the work. Upon the Contractor's request submitted through the PennDOT Project Collaboration Center’s (PPCC) Material-Stored Material (CS-110) workflow and the Representative's acceptance in PPCC, the Contractor may be paid 100% of the cost of the material, less the pro‑rata share of the retainage, if any; provided the quantity of stored material does not exceed the total estimated quantity required to complete the project and the cost is at least $1,000 but does not exceed 90% of the contract price of the applicable contract item or component item. Load-Transfer Units are only eligible for 90% of the cost of the material. The cost of the material is that amount to be paid by the Contractor as evidenced by invoices. Fabricated structural steel that is to receive a protective coating may be approved for prepayment at 75% of the contract price of the applicable contract item or component item, before application of the coating, provided the structure has been fully fabricated and preassembly of field connections has been made.

Payment for stored material will not be authorized until the material has been delivered to the project site or an approved location in the vicinity of the project,…