PROPOSAL Report - Project 9849

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PROPOSAL REPORT

Project: 9849 Bid

Package: 1

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

Version: Current Addendum

Count: 1

District: 04 County: Wayne

SR/SEC/

Group ID: 7202/BR5/---

Description

T-603 Factory Bridge #5 over Equinunk Creek

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

ADDENDA

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

00 - a00001 CONSTRUCTION REQUIREMENTS G4011B - a00002 CONSTRUCTION/HOLIDAY RESTRICTIONS G4010C - a00003 REQUIRED NOTIFICATIONS G90C - a00005 PUBLIC NOTIFICATION 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 C170A - a00170 CHANGES TO SPECIFICATIONS: SECTIONS 110, 501, 506, 530, 703, and 704 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment N10501B - a10501 BRIDGE SHOP DRAWINGS P1061D - b01061 Electronic Submission of Material Certifications through ECMS P1062D - b01062 Electronic Submission of Material Certifications through ECMS for Lump Sum Component items

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS S9013A - b09013 SECTION 901.3(k) Work Area Pavement Markings 00 - c02011 ITEM 4201-0001 – CLEARING AND GRUBBING WITH RESTRICTIONS I50268B - c02051 ITEM 4205-0268 SELECTED BORROW EXCAV ROCK, CLASS R-8 CHOKED W/

ROCK, CLASS R-4 & STREAMBED

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c06201 ITEM 4620-2010 – THRIE-BEAM GUIDE RAIL TO CONCRETE BRIDGE BAR TRANS

W/O CURB (CURVED ELEMENT)

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

CONSTRUCTION

00 - c10181 ITEM 5018-0001 - REMOVAL OF EXISTING BRIDGE WITH WINGWALL REMOVAL I80041A - c80041 ITEM 8020-0001, 8000-0001, 8100-0001 - AS DESGINED OR ALTERNATE

BRIDGE STRUCTURE, L-634

00 - c80041 PART B SPECIAL DRAWINGS AND SPECIAL DESIGN REQUIREMENTS, L-634 00 - c90005 ITEM 9000-0005 - OVEREXCAVATION AND BACKFILLING WITH COARSE

AGGREGATE UNDER FOUNDATIONS

00 - c90006 ITEM 9000–0006 – COFFERDAM SYSTEM I99007A - c90007 ITEM 9000-0007 - STORED AND PLACED STREAMBED MATERIAL 00 - c90500 ITEM 9000–0500 – AIDS TO NAVIGATION I95000A - c95100 ITEM 9000-5000 - SNOWPOLE (ORANGE), 7' 0" I68C - c95101 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

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

CONCRETE

I2032D - c97031 ITEM 9203-0101 - TEMPORARY EXCAVATION SUPPORT AND PROTECTION

SYSTEM

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BID PACKAGE SUMMARY

Project: 9849 Bid Package: 1

Project Type: Standard Posted: 08/13/2026

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

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-IE

Scheduled Let: 09/17/2026 11:00:00 AM Project Cost Range: $2,500,000.00 - $4,999,999.99 Anticipated NTP: 12/14/2026 Structure Work: 60.00%

Required Completion: 12/10/2027 DBE: 0% Wage Rates: Yes

Description:

For the improvement of a certain section of TOWNSHIP ROUTE 603 (Kinneyville Road), SECTION BR5, in MANCHESTER and BUCKINGHAM TOWNSHIPS, in WAYNE COUNTY from approximately 3.6 miles east of TOWNSHIP ROUTE 601 at STATION 94+25.00 to intersection of TOWNSHIP ROUTE 603 and STATE ROUTE 4007 at STATION 100+56.04 with a total work area length of 531.04 FEET (0.100 MILES).The project involves replacing the existing structure carrying TOWNSHIP ROUTE 603 (Kinneyville Road) over Equinunk Creek with a single span composite prestressed adjacent box beam structure founded on spread footings.

TOWNSHIP ROUTE 603 will be realigned to match the new structure location along with relocating the intersection with STATE ROUTE 4007. Other work includes roadway approach work adjacent to the structure and along STATE ROUTE 4007, replacement of a 60 inch pipe crossing TOWNSHIP ROUTE 603, guide rail replacement, E&S control measures, signing and pavement marking, structure removal, and other miscellaneous construction work.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

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

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ADDENDA

Addendum: 1

Project Cost Range: 2,500,000.00 - 4,999,999.99 Federal Project Status: PENNDOT Oversight Non-NHS

DBE: 0.00%

Structure Work: 60.00%

Wage Rates: Yes Project Type: Standard

State Type of Work: BRIDGE REPLACEMENT Prequalification Required: Yes

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

Actual Let: 09/17/2026 11:00:00 AM New Let:

Let Date Move:

Anticipated NTP: 12/14/2026

Required Completion: 12/10/2027

Description:

For the improvement of a certain section of TOWNSHIP ROUTE 603 (Kinneyville Road), SECTION BR5, in MANCHESTER and BUCKINGHAM TOWNSHIPS, in WAYNE COUNTY from approximately 3.6 miles east of TOWNSHIP ROUTE 601 at STATION 94+25.00 to intersection of TOWNSHIP ROUTE 603 and STATE ROUTE 4007 at STATION 100+56.04 with a total work area length of 531.04 FEET (0.100 MILES).The project involves replacing the existing structure carrying TOWNSHIP ROUTE 603 (Kinneyville Road) over Equinunk Creek with a single span composite prestressed adjacent box beam structure founded on spread footings.

TOWNSHIP ROUTE 603 will be realigned to match the new structure location along with relocating the intersection with STATE ROUTE 4007. Other work includes roadway approach work adjacent to the structure and along STATE ROUTE 4007, replacement of a 60 inch pipe crossing TOWNSHIP ROUTE 603, guide rail replacement, E&S control measures, signing and pavement marking, structure removal, and other miscellaneous construction work.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.

The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754. Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

Item and Quantity:

Special Provision:

Other:

Replaced Federal Wage Rate attachment

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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 RESTRICTIONS

0203-0001 C Cubic Yard 1,502.0000 N

CLASS 1 EXCAVATION

0204-0001 C1, H Cubic Yard 451.0000 N

CLASS 2 EXCAVATION

0205-0100 C1 Cubic Yard 2,091.0000 N

FOREIGN BORROW EXCAVATION

4205-0268 C1 Cubic Yard 505.0000 N Std SELECTED BORROW EXCAVATION ROCK, CLASS R-8 CHOKED WITH ROCK, CLASS R-4 AND STREAMBED MATERIAL

0212-0001 C3, H, M2 Linear Foot 790.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 1,932.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0322 E Square Yard 1,720.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH

0350-0106 C, E Square Yard 1,720.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0413-0195 F Square Yard 1,720.0000 N

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

DEPTH, SRL-L

0460-0003 F4 Square Yard 1,720.0000 N

ASPHALT TACK COAT (NTT/CNTT)

E 0601-0409 H Linear Foot 100.0000 N

60" THERMOPLASTIC PIPE, GROUP VI, 15'-2' FILL

O 0601-7086 H Linear Foot 100.0000 N

60" REINFORCED CONCRETE PIPE, TYPE A, 15' - 1.5' FILL, 100 YEAR DESIGN LIFE

0605-2680 K Each 2.0000 N

TYPE D-W ENDWALL FOR 60" PIPE

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

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0610-7002 H2 Linear Foot 790.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 49.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 3.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0615-0066 C1, H2, R Each 3.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0619-0459 J1, J3 Each 3.0000 N

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

0620-0400 J Each 1.0000 N

TERMINAL SECTION, SINGLE

0620-1600 J Linear Foot 75.0000 N

TYPE 31-S GUIDE RAIL

0620-1645 J Linear Foot 25.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1670 J Each 1.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0620-2010 J Each 2.0000 N

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

4620-2010 J Each 2.0000 N Proj

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

0627-3020 J1 Linear Foot 60.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0677-0002 C1, E Ton 30.0000 N

SELECTED MATERIAL SURFACING

0686-0050 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0696-0610 J1 Each 1.0000 N

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

0703-0020 C1, H Cubic Yard 57.0000 N

NO. 1 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 397.0000 N

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TOPSOIL FURNISHED AND PLACED

0804-0025 M3 Pound 118.0000 N

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

0804-0026 M3 Pound 10.0000 N

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

0804-0032 M3 Pound 11.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0804-0046 M3 Pound 6.0000 N

SEEDING AND SOIL SUPPLEMENTS - SLOPE ENHANCEMENT MIX

0806-0121 M2 Square Yard 3,570.0000 N

TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3B

0811-0003 J2, M Linear Foot 493.0000 N

TEMPORARY PROTECTIVE FENCE

0845-0001 M2 Dollar 5,000.0000 $1.00 Y

UNFORESEEN WATER POLLUTION CONTROL

0849-0020 C1 Each 2.0000 N

ROCK CONSTRUCTION ENTRANCE WITH WASH RACK

0851-0003 C1 Square Yard 41.0000 N

ROCK APRON

0855-0003 M2 Each 4.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 5.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0867-0012 M2 Linear Foot 1,403.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0867-0018 M2 Linear Foot 455.0000 N

COMPOST FILTER SOCK, 18" DIAMETER

0867-0032 C1, H, M2 Linear Foot 35.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0231 Q Day 80.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0931-0001 R Square Foot 56.0000 N

POST MOUNTED SIGNS, TYPE B

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0937-0106 J, R Each 12.0000 N

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

0937-0339 R Each 4.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0941-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE B

0945-0001 R Each 1.0000 N

RESET POST MOUNTED SIGNS, TYPE F

0960-0021 O2 Linear Foot 14.0000 N

24" WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

0962-1005 O Linear Foot 1,014.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0971-0001 R Each 9.0000 N

REMOVE POST MOUNTED SIGNS, TYPE B

0975-0001 R Each 3.0000 N

REMOVE POST MOUNTED SIGNS, TYPE F

5018-0001 T1 Lump Sum 1.0000 N Proj

REMOVAL OF EXISTING BRIDGE WITH WINGWALL REMOVAL

E 8020-0001 S1 Lump Sum 1.0000 N Std

BRIDGE STRUCTURE, AS DESIGNED, L-634

A 1002-0001 S7 Pound 7,643.0000 N

REINFORCEMENT BARS

A 1002-0053 S7 Pound 24,797.0000 N

REINFORCEMENT BARS, EPOXY COATED

A 1002-0220 S7 Pound 97.0000 N

STAINLESS STEEL REINFORCEMENT BARS

A 1019-0050 K2 Square Yard 154.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE)

O 8000-0001 S1 Lump Sum 1.0000 N Std

PRESTRESSED CONCRETE BRIDGE STRUCTURE

O 8100-0001 S1 Lump Sum 1.0000 N Std

STEEL BRIDGE STRUCTURE

9000-0005 C1, S1 Cubic Yard 135.0000 N Proj

OVEREXCAVATION AND BACKFILLING WITH COARSE AGGREGATE UNDER FOUNDATIONS

9000-0006 C1, M2 Linear Foot 105.0000 N Proj

COFFERDAM SYSTEM

9000-0007 C1, M2 Cubic Yard 111.0000 N Std

STORED AND PLACED STREAMBED MATERIAL

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9000-0500 R Lump Sum 1.0000 N Proj

AIDS TO NAVIGATION

9000-5000 O Each 6.0000 N Std

SNOWPOLE (ORANGE), 7'-0"

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

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SPECIAL PROVISIONS

Special Provision: 00 - a00001 CONSTRUCTION REQUIREMENTS Addendum:

Action:

Item(s) Associated:

Header:

CONSTRUCTION REQUIREMENTS

Provision Body:

Bridge Restrictions and Requirements Do not allow construction activity under any structural members which are not appropriately tightened and secured

Do not place the bridge deck after September 30th without prior Approval from the District Bridge Engineer and District Structure Control Engineer

All concrete mix designs are to be submitted at the pre-construction conference.

Allow seven (7) calendar days for the review of beam seat elevations by the Structure Control Engineer.

Allow three (3) calendar days for the review of pile survey by the Structure Control Engineer.

Maximum contact pressure of the formwork supports for L-634 must be less than 500psf.

No slip formed parapets are allowed.

For all flatwork being performed after January 1, 2020, provide an American Concrete Institute (ACI) or National Ready Mix Concrete Association (NRMCA) certified concrete flatwork technician to perform all finishing. Provide proof of the flatwork certification to the Engineer prior to concrete placement

Dropping of beams into the river is prohibited.

If an Alternate Structure is proposed, the Contractor is responsible for developing a construction schedule that requires less days of consecutive roadway closure than the “as-designed” culvert

Paving / Shoulder Restrictions and Requirements Submit all asphalt mixture designs for Department approval a minimum of two weeks prior to the first placement. If more than one asphalt material supplier is used, each source is required to have Department approved mix designs.

If more than one super-pave material supplier is used, ensure that each source has Department approved mix designs

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All pavement joints, including longitudinal joints, are to be sealed.

Trackless tack coat is required.

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

All drop off conditions must be addressed according to section 901.3 of Publication 408 during construction and prior to the end of each workday.

Make driveway adjustments, when required, using material from the resurfacing operation unless otherwise indicated or directed.

Begin placing shoulder backup material (when indicated) no more than five (5) calendar days after resurfacing of the roadway is completed.

Paving Marking Restrictions and Requirements Complete all permanent pavement markings within 30 calendar days of placing the final wearing course. After October 31st, place permanent pavement markings within 7 calendar days after the completion of paving.

Paint all centerlines, broken white lines, and edge lines immediately following the work shift or when directed.

Contact / Notification Restrictions and Requirements 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.

Notify the Department Representative at least 4 calendar days prior to the start of any operation which will affect the flow of vehicular traffic and provide the Department Representative with details of the work to be done. The Department will advise the public of these restrictions and possible delays.

Provide all property owners and/or residents affected by construction written notification of impending work. Provide information in accordance with the special provision titled PUBLIC

NOTIFICATION.

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

Notify property owners ten (10) calendar days in advance of driveway restrictions affecting their properties

Right of Way Restrictions and Requirements Right-Of-Way must be staked out within 10 days of the Notice to Proceed.

All Work is to be completed within the Right of Way

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Temporary Construction Easements at driveways are for construction or transition of driveway only and may not be used for staging, parking, or storing equipment or materials. Maintain access to properties throughout construction.

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

Comply with all local municipal zoning ordinances regarding construction related noise.

Coordinate work with projects in or near the limits of work. No time extensions will be given in this contract, due to delays on work to be performed by others.

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 drippings are not allowed on any public roadway. Clean or sweep debris left from construction activities on any public roadway with a street sweeper or broom 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. The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

Perform concrete truck washing at a site approved by the County Conservation District.

No blasting is allowed on this project.

No burning is allowed.

Ensure Inspection Field Offices are within 1 mile of project site

The work area is to be maintained in a neat and orderly condition. Remove all debris from the work area at the close of each day operations.

Do not allow employees to park their personal vehicles on any traveled roadway or shoulder. It will be the Resident Engineer’s responsibility to determine/designate the appropriate parking areas, dependent upon construction

Do not store flammable material and chemicals underneath any bridge within the project limits.

Do not block or park in driveways of residents with construction equipment or vehicles of any kind.

Maintain access of existing driveways for property owners. Existing driveways will only be used to deliver material and equipment. Do not store any material or equipment on existing driveways.

Sufficient time has been allowed in the project to procure materials. A time extension will not be given for materials not ordered on time.

Department has not provided additional time in the contract for acquiring waste areas and/or permits for these waste areas, if required. The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

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Do not operate off-road equipment on any State-owned bridge or roadway.

Be responsible for and provide security as required to prevent vandalism or cracking on unhardened concrete surfaces.

There are no on-site waste areas. The contractor will be responsible for hauling all excess spoils to an offsite location(s). The contractor will be responsible for ensuring all offsite waste areas have approved E&S plans and associated permits.

Do not store any equipment or stockpile any material within 30 feet of any roadway open to traffic unless protected by temporary barrier.

Road user liquidated damages will be assessed on this project in accordance with the specifications established in the Special Provision entitled “Road User Liquidated Damages”.

The contractor is to utilize and allocate crews equipment and materials as necessary for the completion of work activities within the specified work periods, to deliver the project on the specified completion date, uphold project milestones, and meet all contractual requirements.

Obey local municipality ordinances related to noise, working hours, and all other construction activities.

Roadway/ Drainage Restrictions and Requirements Any guiderail (panels, posts, etc.) removed must be reinstalled at the end of each day if not behind concrete barrier.

Maintain drainage structures within the project limits. Drainage courses are to be functional throughout construction of the project.

Traffic/ Traffic Control Restrictions and Requirements 5 days before the completion of work of each phase of construction and before the M&PT is reset or removed, the contractor is to contact the Assistant Bridge Engineer (Gary Borgacci at 570.963.3513 Call: 570.963.3513) to schedule an (NBI) inspection for each bridge, and to include a letter stating the inspection was completed before closing out the job.

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.

Submit any alternate work plan along with proposed methods of traffic control a minimum of two

(2) weeks prior to the pre-construction conference for Department review and approval. Submit alternate plans only when a time savings or significant benefit to the Department is approved.

Always maintain traffic during the construction phase, as required in the maintenance and protection of traffic plans

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

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Lane closures are to be completed during off peak hours unless approved by the Representative.

Peak hours are defined as follows: 6 am to 9 am and 3 pm to 6 pm.

Always maintain one open lane of traffic in all areas of this project, as required in the maintenance and protection of traffic plans

Construct sedimentation control devices in affected work area prior to performing cleaning and grubbing operations, as approved by the Project Manager. Satisfactorily remove all sedimentation control devices when adequate stabilization has occurred, as directed by the Project Manager, and in accordance with the Erosion and Sediment Pollution Control Plan.

Milestone Restrictions and Requirements All tree cutting must take place from November 15 to April 1.

With the exception of tree cutting and associated erosion control, no work is to be performed within the project limits prior to April 1st of any calendar year unless prior approval is granted by the District Executive.

With the exception of tree cutting and associated erosion control, no work is to be performed within the project limits during the Winter Shutdown period(s) (Tuesday before Thanksgiving to April 1st) of any calendar year unless prior approval is granted by the District Executive.

No Work or Single Lane Conditions are permitted during the Winter Shutdown period (Tuesday before Thanksgiving to April 1st) of each calendar year with the exception of emergency repairs as directed by the project A.C.E. and PennDOT construction project manager. Unrestricted traffic is defined as opening the roadway to full width including shoulders as approved by the Representative with no further need for traffic restrictive devices.

The project start date is December 14, 2026 unless otherwise approved in writing by the Department Assistant Construction Engineer and Inspector in Charge.

No Physical work is allowed within the project limits prior to December 14, 2026 unless otherwise approved in writing by the Department Assistant Construction Engineer and Inspector in Charge.

No setup of the Maintenance and Protection of Traffic Signing or Implementation of the Detour is allowed on the project prior to December 14, 2026, unless otherwise approved in writing by the Department Assistant Construction Engineer and Inspector in Charge.

Environmental/ E and S Restrictions and RequirementsA

A waiver has been granted by Pennsylvania Fish & Boat Commission for in-stream restrictions due to trout stocking. Work within Equinunk Creek is allowed from February 15 to June 1 provided all E&S BMP's are properly implemented and maintained.

The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

Material excavated from the stream during construction of the box culvert must be stockpiled and maintained at the site. Upon completion of in-stream and channel work, return the material as indicated. This material will not otherwise be disposed of within any floodplain or wetland areas.

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12.

13.

14.

15.

16.

All stockpiled streambed material and wetland soils must be tarped from initial stockpiling to final stockpiling when it will be used for restoration.

This project will have no temporary or permanent wetland impacts. This project will have 238 linear feet of temporary watercourse impacts and 133 linear feet of permanent watercourse impacts.

Install Temporary Protective Fence prior to start of work to identify wetland areas.

When removing selected trees and shrubs, contractor must cut all stumps at the ground line.

No additional contract time will be permitted for alternate temporary stream diversion concept submissions, review or permitting. The contractor is responsible for acquiring Department acceptance for all alternate temporary stream diversion submissions prior to submitting for a DEP permit modification. A minimum of 5 calendar days of review time is required by the Department for each contractor submission. The contractor is required to provide the Department with all waterway permit modification documents for submission to DEP. All permit modification submissions will be made by the Department through the KEES system. The Department is not responsible for permit review times required by DEP.

Immediately remove any stone or debris that adversely enters or impacts the stream during construction activities. Removal of stone or debris that enters the stream during construction activities is considered incidental

Install Temporary Protective Fence prior to start of work as indicated in the contract drawings.

Felled trees from clearing and grubbing operations will be given to the property owner. Delimb all felled trees, including tops, and provide trunks to the property owner. Coordinate with property owner the acceptable length of trunk, and location for placement on their property for stockpile.

Provide wood stacked in a neat pile or piles. Once wood is placed on the property owners land, it becomes the property of that party. Exercise caution to minimize disturbance to the property owners land, while placing felled logs. Do not damage any trees or vegetation beyond the grading limits, existing right of way lines, or outside the temporary construction easements. The contractor will only fell trees within the temporary construction easement that will restrict his or her ability to construct the project.

Do not store equipment or stockpile material in any wetland or waterway. Do not park any equipment or vehicles overnight near any waterway that would allow oil, gas, hydraulic fluid, or other contaminants to enter the waterway.

Inspect all erosion and sediment pollution control devices daily and after each rainstorm that results in runoff. The Department will monitor these inspections. Repair or replace any defective devices prior to resuming construction activities

The contractor will not be permitted to store equipment or material along the toe of the levee or within the floodway of river, as shown on the project’s E&SPC plan.

Conduct all in-stream work in accordance with permit E6402225-004.

Return a signed copy of the Acknowledgment of Apprisal of Permit Conditions form (AOA) to the PennDOT District's H&H Permit Coordinator for submission to the Department of Environmental Protection (DEP). The Water Obstruction and Encroachment Permit (WOEP) is not effective until a copy of the AOA, signed by you, is received by the DEP. Any work conducted prior to the DEP's

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17.

receipt of the signed AOA is a violation of the Dam Safety and Encroachments Act and the Clean Streams Law, and you may be subject to fines and penalties pursuant to those Acts.

The WOEP expiration date is 12/31/2030.

Project Specific Details:

Special Provision: G4011B - a00002 CONSTRUCTION/HOLIDAY RESTRICTIONS Addendum:

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)

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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

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: G90C - a00005 PUBLIC NOTIFICATION

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PUBLIC NOTIFICATION

Provision Body:

Prepare and distribute, with the Engineer's approval, a letter to adjacent residents and businesses, describing the anticipated work sequence, traffic control, phase completions, and possible concerns, in nontechnical terms. Also include names and telephone numbers of the following field personnel: Contractor's superintendent, PENNDOT's Project Engineer, and Assistant Construction Engineer.

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.

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.

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

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.

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.

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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:

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.

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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

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 approved Post Construction Stormwater Management (PCSM) Plan.

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

CCD.

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

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

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

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

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

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

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

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.