Addendum 1.pdf

Promptly sign and date on the line below, then EMAIL IT BACK TO KDOT at Joshua.Matyi@ks.gov

EVEN IF NOT BIDDING. Any instructions not followed will result in your bid being declared irregular.

If these changes affect any of your subcontractors or suppliers, IT IS YOUR RESPONSIBILITY to inform them. These changes are part of the contract for this project(s). Please call me at (785) 296-7141, if there are questions. Thank you for your cooperation.

(Company Name) (Signature) (Date)

C: District 1 & Topeka-Gage Construction Office

4BKansas Department of Transportation

3BBureau of Construction and Materials

0BEstimating Section

To: Prime Contractor Bid Holders

2BFrom: Josh Matyi - Estimating Engineer Associate

5BDate: September 3, 2026 Proposal/Contract No.: 526096101

Subject: Project Notice for the September 16, 2026 Letting

K010-023 KA 3634-02 – Douglas County – Grading, Bridge and Surfacing

Replaced 15-PS0263-R1 with 15-PS0263-R2 - CRITICAL PATH METHOD SCHEDULE.

To view this project’s documents, choose “Addendum #1” from KDOT’s website:

https://kdotapp.ksdot.org/Proposal/Proposal.aspx.

The Contractor is responsible for ensuring the EBS file that the Contractor uses to prepare its Proposal and submits to KDOT contains any amendments.

We also recommend that you check the Bid Express “Questions and Answers” (https://www.bidx.com/ks/lettings) to review any questions that may have been posted for this project.

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION LIST

PAGE:

DATE:

09/03/26

STATE PROJECT NO: K010-023 KA 3634-02 STATE CONTRACT NO: 526096101

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

GRADING, BRIDGE AND SURFACING. SLT/K-10: I-70/K-10 JCT S TO 3500 FT N OF

K-10/US-40 JCT IN DG CO. LGTH IS 1.198 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.

OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

REQUIRED CONTRACT PROVISION-NONCOLLUSION / HISTORY-DEBARMENT08-10-66-R05

REQUIRED CONTRACT PROVISION-FINANCIAL PREQUALIFICATION04-30-82-R07

REQUIRED CONTRACT PROVISION-CONTRACTUAL SERVICES-LEGISLATOR08-04-92-R03

REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR FUEL10-10-00-R09

REQUIRED CONTRACT PROVISION-EMULSIFIED ASPHALT ADJUSTMENT08-31-09-R01

REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR ASPHALT06-01-06-R01

REQUIRED CONTRACT PROVISION-EEO REQUIREMENT11-15-96-R06

REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED07-01-17-R1

MINIMUM WAGE RATE (DOUGLAS COUNTY)KS20260134

REQUIRED CONTRACT PROVISION-AREA PRACTICE DG-JO-LV-MI-SN-WY02-01-95-R02

REQUIRED CONTRACT PROVISION-TAX CLEARANCE CERTIFICATE01-01-11-R01

REQUIRED CONTRACT PROVISION - ELECTRIC LIGHTING SYSTEM UNIT COST11-15-17-R02

POLICY AGAINST SEXUAL HARASSMENT03-01-18

ERRATA SHEET FOR STD SPEC BOOK FOR RD & BR CONST, 2015 ED15-ER-1-R23

INFORMATION TO CONTRACTORS (STATUS OF UTILITIES)15-01002

REQUIRED CONTRACT PROVISIONS KS FUNDED CONST CONTRACTS15-01003

FUEL ADJUSTMENT15-01008-R02

ASPHALT PRICE ADJUSTMENT15-01009-R01

EMULSIFIED ASPHALT ADJUSTMENT15-01010

ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT15-01011-R06

REQUIRED ATTENDANCE-PRE-BID CONFERENCE15-01013

PROSECUTION AND PROGRESS15-01016-R04

CONTROL OF WORK15-01019-R02

BIDDING REQUIREMENTS AND CONDITIONS15-01021-R03

SCOPE OF WORK15-01022-R04

BIDDING REQUIREMENTS AND CONDITIONS15-01023

AWARD AND EXECUTION OF CONTRACT15-01024

ASPHALT SURFACING AND ASPHALT RECYCLING EQUIPMENT15-01501

REMOVAL OF EXISTING STRUCTURES15-02001

STRUCTURAL CONCRETE15-04002-R01

ON GRADE CONCRETE15-04003

CONCRETE FOR PRESTRESSED CONCRETE MEMBERS15-04004

GENERAL CONCRETE15-04005-R04

PORTLAND CEMENT CONCRETE PAVEMENT (NON-QC/QA)15-05002-R01

HMA BOND STRENGTH15-06003-R02

PAGE:

DATE:

09/03/26

STATE PROJECT NO: K010-023 KA 3634-02 STATE CONTRACT NO: 526096101

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

GRADING, BRIDGE AND SURFACING. SLT/K-10: I-70/K-10 JCT S TO 3500 FT N OF

K-10/US-40 JCT IN DG CO. LGTH IS 1.198 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.

OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

ASPHALT PAVEMENT SMOOTHNESS15-06006-R01

HOT MIX ASPHALT CONSTRUCTION QC/QA15-06007-R03

HOT MIX ASPHALT (HMA)-COMMERCIAL GRADE15-06010-R02

PRESTRESSED CONCRETE MEMBERS15-07002-R02

STRUCTURAL STEEL FABRICATION15-07003-R04

STRUCTURAL METALS FABRICATION15-07004-R02

QUALIFICATION OF FIELD WELDERS15-07005-R02

DRILLED SHAFT (SPECIAL)15-07007-R01

SIGN STRUCTURES AND BRIDGE MOUNTED SIGN ATTACHMENTS15-07008-R01

HIGH MAST LIGHT TOWERS15-07009-R02

CONCRETE STRUCTURE CONSTRUCTION15-07011-R01

FIELD ERECTION15-07013

DRILLED SHAFTS15-07015-R02

STRUCTURAL STEEL CONSTRUCTION15-07016-R01

PILING15-07017

FALSEWORK AND FORM CONSTRUCTION15-07018

MULTI-LAYER POLYMER CONCRETE OVERLAY15-07020

ABUTMENT DRAINAGE SYSTEMS15-07026

TAPERED PAVEMENT EDGE15-08004-R01

DITCH LINING15-08005

COURTESY TOWING15-08007

RETAINING WALL SYSTEM15-08008-R01

PERMANENT SIGNING15-08010-R02

PAVEMENT WIDENING, SHOULDERING AND PAVEMENT EDGE WEDGE15-08011-R02

UNDERDRAINS15-08012

CONCRETE SAFETY BARRIER15-08014

CONTRACTOR CONSTRUCTION STAKING15-08015

FLOWABLE FILL15-08017

MAINTENANCE AND RESTORATION OF HAUL ROADS15-08018

WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R03

DURABLE PAVEMENT MARKING15-08020-R02

PIPE AND END SECTIONS15-08022-R01

FIELD OFFICE AND LABORATORY15-08023-R01

RUMBLE STRIPS (MILLED)15-08025

ELECTRIC LIGHTING SYSTEMS AND TRAFFIC SIGNALS15-08028-R01

PAGE:

DATE:

09/03/26

STATE PROJECT NO: K010-023 KA 3634-02 STATE CONTRACT NO: 526096101

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

GRADING, BRIDGE AND SURFACING. SLT/K-10: I-70/K-10 JCT S TO 3500 FT N OF

K-10/US-40 JCT IN DG CO. LGTH IS 1.198 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.

OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

WORK ZONE TRAFFIC CONTROL AND SAFETY (WORKERS PRESENT SIGNS)15-08029

STORMWATER POLLUTION MANAGEMENT15-09002-R05

MULCHING15-09003-R02

TEMPORARY EROSION AND SEDIMENT CONTROL/SEEDING15-09004-R03

MULCHING15-09006-R01

STONE FOR RIPRAP, DITCH LINING AND OTHER MISCELLANEOUS USES15-11001-R04

AGGREGATE FOR HMA15-11002-R01

AGGS FOR CONCRETE NOT PLACED ON GRADE15-11003-R04

AGGREGATE FOR ON GRADE15-11004-R03

AGGS FOR SURFACING/SUBGRADE FOR COUNTY SECONDARY ROADS15-11007

AGGREGATES FOR BACKFILL15-11009-R03

GENERAL REQUIREMENT DIVISION 120015-12001-R01

PERFORMANCE GRADED ASPHALT BINDER15-12002-R01

AIR-ENTRAINING ADMIXTURES FOR CONCRETE15-14001-R01

SHEET MATERIALS FOR CURING CONCRETE15-14002

LIQUID MEMBRANE FORMING COMPOUNDS15-14003

HOT JOINT SEALING COMPOUND15-15001-R01

PREFORMED EXPANSION JOINT FILLER FOR CONCRETE15-15002

COLD APPLIED CHEMICALLY CURED JOINT SEALANT15-15004

MEMBRANE SEALANT15-15007

STRUCTURAL STEEL TUBING15-16001-R01

STEEL SIGN POSTS15-16002-R03

STEEL WIRE & WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT15-16003-R01

MATERIALS FOR FENCING15-16004

STRUCTURAL STEEL15-16005-R01

ANCHOR BOLTS FOR STRUCTURAL USES15-16006-R01

STEEL FASTENERS15-16007-R02

STEEL PLATE GUARDRAIL AND PROPRIETARY END TERMINALS15-16008-R01

HELICAL REINFORCEMENT15-16009

PORTABLE CHANGEABLE MESSAGE SIGNS15-17001-R01

MODULAR EXPANSION DEVICES15-17002

GEOFOAM15-17003-R02

RELEASE COMPOUND FOR ASPHALT MIXES15-17004-R05

BEARING AND PADS FOR STRUCTURES15-17005-R01

FIBROUS REINFORCEMENT FOR CONCRETE15-17006-R02

PAGE:

DATE:

09/03/26

STATE PROJECT NO: K010-023 KA 3634-02 STATE CONTRACT NO: 526096101

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

GRADING, BRIDGE AND SURFACING. SLT/K-10: I-70/K-10 JCT S TO 3500 FT N OF

K-10/US-40 JCT IN DG CO. LGTH IS 1.198 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.

OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

GEOSYNTHETICS15-17007-R04

SUBSTRUCTURE WATERPROOFING15-17012-R02

MOISTURE CURE URETHANE15-18001-R01

CALCIUM SULFONATE ALKYD SYSTEM15-18002-R02

FIBERGLASS PIPES AND FITTINGS15-19001

PLASTIC PIPE FOR UNDERDRAINS, OUTLETS AND DRAIN TILE15-19002-R01

POLYVINYL CHLORIDE (PVC) PIPE15-19004

USES OF PIPE15-19005-R04

CMP AND END SECTIONS15-19006-R01

PORTLAND CEMENT AND BLENDED HYDRAULIC CEMENT15-20001-R02

HYDRATED LIME15-20002

FLYASH FOR USE IN CONCRETE15-20004-R01

SILICA FUME15-20005

SLAG CEMENT FOR USE IN CONCRETE AND MORTAR15-20006

SEEDS15-21001

MULCH TACKING SLURRY15-21002

THERMOPLASTIC15-22001-R01

MULTI - COMPONENT LIQUID PAVEMENT MARKING MATERIAL15-22003-R02

PAVEMENT MARKING PAINT15-22004-R02

IMAGE SYSTEMS15-22005-R03

RETROREFLECTIVE SHEETING15-22006-R01

PREFORMED THERMOPLASTIC PAVEMENT MARKING MATERIAL15-22008-R01

ROLL-UP SIGNS15-22011

PATTERNED COLD PLASTIC15-22013

HIGH DURABILITY PAVEMENT MARKING MATERIAL15-22014

TEMPORARY PAVEMENT MARKING TAPE15-22016

WOOD POSTS15-23001-R03

FIELD HANDLING AND PRESERVATIVE TREATMENT OF WOOD PRODUCTS15-23003-R02

PART V15-25001-R07

MATERIALS CERTIFICATIONS15-26001-R13

MODIFIED REQUIREMENTS – ASPHALT MIXTURES15-MR0978

MODIFIED REQUIREMENTS – ASPHALT MIXTURES15-MR0979

LINER PIPE15-PS0007-R5

HOT MIX ASPHALT (HMA) CONSTRUCTION15-PS0010-R3

LIME TREATED SUBGRADE-LIME KILN DUST15-PS0076

PAGE:

DATE:

09/03/26

STATE PROJECT NO: K010-023 KA 3634-02 STATE CONTRACT NO: 526096101

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

GRADING, BRIDGE AND SURFACING. SLT/K-10: I-70/K-10 JCT S TO 3500 FT N OF

K-10/US-40 JCT IN DG CO. LGTH IS 1.198 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.

OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

CRITICAL PATH METHOD SCHEDULE15-PS0263-R2

CONCRETE SAFTEY BARRIER (TYPE IV)-KTA15-PS0319

ASPHALT PAVEMENT SMOOTHNESS15-PS0322

DRAINABLE BASE (BOUND)15-PS0323

AGGREGATES FOR DRAINABLE BASE AND EDGE DRAINS15-PS0324

FLOWABLE FILL-KTA15-PS0325

BORED, JACKED OR TUNNELED PIPE15-PS0326

WORK SCHEDULE15-WS0404

SPECIAL CONDITIONS – ENVIRONMENTAL15-EV0072-R1

SMART WORK ZONE (ADVANCED QUEUE WARNING SYSTEM, AQWS)15-WZ0085

SMART WORK ZONE (CONSTRUCTION ENTRANCE)15-WZ0086

SIGNIFICANT PROJECT15-WZ0087

END OF SPECIAL PROVISION LIST

15-PS0263-R2

Sheet 1 of 5

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, 2015 EDITION

Page 100-65, delete subsection 108.3 and replace with the following:

SECTION 108

PROSECUTION AND PROGRESS

108.3 PROJECT SCHEDULE

A Critical Path Method (CPM) Schedule is defined as the longest sequence of activities in a logical, constructible sequence which must be completed on time for the project to be completed by the Construction

Completion Date. The schedule shall be used to plan, coordinate, and manage the work, whether the Contractor’s personnel are performing the work or not. The CPM schedule shall identify the activities, sequencing logic, and activity durations. CPM Schedules shall be prepared and maintained according to the most current CPM Technical

Instructions and CPM Best Practices provided by KDOT.

BID ITEM UNITS

CPM Schedule Lump Sum

Float is a shared commodity and is not for the exclusive use or benefit of either party. It is available to all parties as needed until it is consumed. Any changes to the contract that results in negative float will be addressed through subsection 108.3f. Changes or delays to Activities in the network that do not impact the critical path shall not be justification for an extension of any Completion Deadline.

If the Contractor or Engineer discovers an error after the Engineer has accepted a schedule, the Contractor shall correct the error in the next schedule submission.

The Engineer's review and acceptance of the Contractor's Baseline Schedule is for conformance to the requirements of the Contract documents only. Review and acceptance by the Engineer of the Contractor's project schedule does not relieve the Contractor of any of its responsibility for the project schedule, or of the Contractor's ability to meet interim milestone dates (if specified) and the contract completion date, nor does such review and acceptance expressly or by implication warrant, acknowledge or admit the reasonableness of the logic, durations, manpower or equipment loading of the Contractor's Baseline Schedule. In the event the Contractor fails to define any element of work, activity or logic and the Engineer review does not detect this omission or error, such omission or error, when discovered by the Contractor or Engineer, shall be corrected by the Contractor at the next schedule submittal and shall not affect the project completion date.

The Contractor shall provide an individual, hereafter referred to as the Scheduler, to create, maintain and analyze the resource loaded CPM project schedule. The Scheduler, or any replacement Scheduler, shall demonstrate knowledge of industry guidelines and best practices and shall have a minimum of five (5) years of experience as a dedicated scheduling professional. The scheduler shall be technically proficient in performing the required tasks using the specified software. The Engineer has the right to require replacement of the scheduler at any time throughout the project should the quality or timeliness of the schedule submissions repeatedly fail to meet the contract requirements.

The Scheduler shall be present or available virtually at all CPM update meetings and made available for discussion or meetings when requested by the Engineer.

a. Baseline Schedule

The Contractor shall not begin work until the Baseline Schedule has been accepted by the Engineer.

It is the Contractor’s responsibility to determine the most feasible order of work consistent with the contract requirements. Plan and organize work to produce the least interference with traffic, businesses, and homeowners and to minimize the use of planned detours. Plan and organize work to meet the Contract Time and any interim Contract

Times. If the Schedule reflects completion of parts or all the work earlier than the Contract Time (early completion), the Secretary shall not be liable for additional costs the Contractor incurs to achieve early completion or liable for delays that prevent the Contractor from achieving early completion.

Sheet 2 of 5

The Baseline Schedule shall be in accordance with the CPM Best Practices Document and CPM Technical

Instructions Document. The Engineer shall have ten (10) business days to review and accept the Schedule. If the

Contractor has failed to submit a schedule that meets the requirements, then the Engineer will reject the submitted schedule and the Contractor will have five (5) business days to provide the necessary corrections. The Engineer may allow minor corrections, such as nomenclature changes or other technical details, to be made with the first Progress

Schedule update. .

Provide a schedule narrative with the Baseline Schedule in accordance with the Contractor Baseline Schedule

Narrative Template. The Baseline Schedule Narrative shall not be considered notification of delays, requests for change orders, or other issues.

Once a baseline schedule is accepted by the Engineer, the contractor shall start on the Construction Start date reflected in the accepted baseline schedule with simultaneous commencement of contract time, unless barred by ROW acquisition or utility relocation delays that exceed dates shown in the job special provisions or by any other unforeseen department driven delays that directly impact the critical path of the schedule. The contractor can request a change to the construction start date prior to the date of the accepted baseline schedule construction start by officially re-submitting a Baseline Schedule Revision including all required documentation and the reason for the requested change of construction start. The contract duration, as awarded, will not be affected, or modified. The requested revised baseline schedule for construction start date change must be accepted prior to starting construction. Out of sequence work may be progressed and updated in the schedule as approved by the Engineer.

b. Progress Schedule. Every two weeks, perform a complete schedule update and submit it to the Engineer.

Each update shall include an electronic backup file of the schedule. The following reports shall be provided: three-week look-ahead, critical activities (longest path), full project schedule, and Oracle Primavera schedule log reports (Pre

& Post corrections).

The Engineer will have five (5) business days after the receipt of all supporting documents to review the updated schedule file and report the findings back to the Contractor. Make the necessary corrections to address all findings with the subsequent Progress Schedule submittal.

Provide a schedule narrative with every other submittal (i.e. every four weeks) in accordance with the

Contractor Progress Schedule Narrative Template. The schedule narrative shall not be considered notification of delays, requests for changes orders, or other issues.

c. Progress Schedule Revisions The Contractor may modify a Progress Schedule without Engineer

Approval, except the Contractor shall receive prior Approval from the Engineer for any changes to the Completion

Deadlines, Key Milestones, or any Activities that require action or include commitments by the Engineer, including changes to the dates such Activities fall upon. A log of all logic changes with explanations will be included with the progress schedule submittal. If the Engineer provides comments to any Progress Schedule, the Contractor shall address such comments with subsequent Progress Schedule submittal. The Progress Schedule shall include all information current as of the data date. The Engineer may request the submission of a revised schedule if any of the following circumstances occur:

• There is a delay greater than 28 days (actual or projected) to the scheduled milestone or project completion dates.

• The Engineer executes a contract revision that adds or deletes work, modifies the planned sequence of work, or modifies the means and methods of its performance.

The requirement to prepare a revised schedule is not a directive by the Engineer to accelerate the work.

Prepare and submit the revised schedule as soon as the need for a revised schedule is necessary, but no more than five (5) business days after the Engineer’s request.

Sheet 3 of 5

Within five (5) business days of receipt of the revised schedule, the Engineer will respond in writing either accepting the revised schedule or rejecting the revised schedule and identifying the reasons for rejection or requesting more information. Within five (5) business days after the date of the Engineer’s written response, address the reasons for rejection and resubmit the revised schedule or provide the information requested.

d. Recovery Plan. If the work is delayed at the contractors fault such that the projected finish date of any completion deadline or contract milestone, in the current update schedule, is behind by twenty-eight (28) calendar days, then the Contractor shall provide a detailed Recovery Plan within five (5) business days, which may include a recovery schedule if directed by the Engineer. The Recovery Schedule shall demonstrate the Contractor’s plan to regain lost progress and achieve all completion deadlines per the Contract Documents.

e. Change Orders. Incorporate all change orders (COs) affecting schedule durations, sequencing, and/or resource quantities into the schedule, whether additive or deductive.

Develop a fragnet for all potential change orders (see CPM Technical Instructions). The Change Order schedule, with incorporated fragnet, showing anticipated durations for Department Change order review/approval, material procurement and construction activities shall be submitted for inclusion with the change order package.

Failure to submit a fragnet with the change order, without prior approval from the engineer, forfeits any recovery for an associated recoverable project delay at any future date. Fragnets are due 10 business days after contractor has substantive information (scope, materials, and quantities) pertaining to the potential change.

To the extent possible, change order fragnets shall be submitted prior to the start of construction on the change order scope. The construction of change order scope shall proceed regardless of change order documentation status, unless otherwise directed by the Engineer. Accepted Change Order schedule fragnets shall be incorporated into the current accepted schedule with the activity(s) clearly identified and logically tied to the current schedule activities in accordance with the CPM Technical Instructions. Potential time extensions created by change orders will be analyzed based on the most recent accepted schedule prior to the impact, impact to the longest path, and subsequent movement of the current project completion date in accordance with the Evaluation of Delays and Calculation of Time Extensions section and CPM Technical Instructions.

Change order / potential change order fragnets are to be submitted only once (excluding requested revisions).

The Engineer will meet with the contractor to discuss the findings of the time impact / time extension analysis and modify when necessary. Failure to submit the required document(s) using the specified format and methodology may result in an analysis not reflecting the anticipated calculation of time extension, including mitigation efforts unless the

Contactor has met the requirements of subsection 108.6.c.

If a change order fragnet is on the longest path and affects the contract completion date(s), that submitted schedule will be analyzed in accordance with section 108.3.f.

f. Evaluation of Delays and Calculation of Time Extensions. The Engineer will consider a Contract Time extension for a delay on the longest path when the delay occurred. For consideration, the delay must result in contractual milestone, substantial completion, and/or project completion date(s) that are later than the date required by the Contract. All parties are required to use all means necessary to mitigate potential delays.

Submit a Notice of Potential Time Impact in accordance with SECTION 104.

Evaluate delays and calculate the appropriate time extension for excusable delays in accordance with the

CPM Technical Instructions and the Association for the Advancement of Cost Engineering, International (AACEI)

Recommended Practice No. 52R-06, Time Impact Analysis as Applied in Construction. Use time impact analysis

(TIA) to identify and measure critical delays that have not yet occurred. Use a retrospective window analysis supported by contemporaneous documentation when evaluating delays that are currently in progress or have already occurred.

Sheet 4 of 5

The Contractor’s request for a time extension shall:

• Use the construction progress schedule with a data date closest to, and prior to, the identified impact event.

• Update the schedule to reflect all actual progress up to the current data date

• Include an impact schedule incorporating a fragnet representing the impact. The impact schedule shall:

o Include added activities o Show logical relationships demonstrating the identified impact event o Identify modifications to existing activity durations.

o Identify the impacted activity. If the activity is already in progress, suspend/actualize a completion as needed to reflect the impact.

• Include a narrative report describing:

o Description of impacted event;

o Added activities;

o Changes in logic between the planned and impacted schedules;

o Justification for the excusable delay o Mitigation efforts

• Provide supporting documentation, including:

o Native schedule files o Calculations

• Include any additional documentation required to support the requested time extension and compensation

• Calculate time impacts in calendar days

Contractor mitigation efforts shall be incorporated into all TIA submittals, noting any request of the contractor for Department mitigation effort. All mitigations shall be listed in the TIA narrative.

Only one TIA submittal is allowed (excluding Department or Contractor requested revisions) and must be in accordance with the procedure(s) noted in the contract documents. The Department will analyze the submitted TIA as dictated by the contract documents within a maximum of 30 calendar days, correcting any errors within the submittal, such as using the incorrect schedule as stated in the contract document. After the analysis has been performed by the

Department, a meeting / working session will be held to present the results of the analysis and discuss potential modification as appropriate. After the review meeting, a final determination will be provided to the contractor within

10 business days including the disposition of possible contract time modification, including all noted changes presented within the final analysis. The time determination shall be incorporated into the next schedule update, as presented by the Engineer. Should the contractor dispute the time determination, the contractor has the right to appeal the time determination to the next level as stated in subsection 105.13.

If the baseline schedule, or any updates or revisions, show completion occurring prior to the Completion Date and/or interim milestone, the Contractor must demonstrate to the Engineer that the schedule is reasonable, practical, and achievable. Moreover, it is expressly understood and agreed that (1) the Contractor shall have no claim for delay, disruption, hindrance, or other impact based on any early completion indicated in the Contractor’s schedule(s); (2) a delay is critical if and only if to the extent that the delay extends the completion of the entire work to a date that is beyond the contractually specified date for full completion of the work, regardless of the Contractor’s planned early completion; and (3) the contract price includes full compensation for all time-related costs associated with the

Contractor working at the project site for the full duration of the time set forth in the Contract, even if the contractor represents that the Contractor plans to fully finish the work in less time established by the contract for full completion of the work.

Sheet 5 of 5

g. Measurement and Payment.

The Engineer will make partial payments according to TABLE 1.

TABLE 1: CPM SCHEDULE PAYMENT SCHEDULE

Milestone Percent of Bid Item Paid

Baseline Schedule Accepted 50%

50% of Original Contract Amount

Completed 75%

Notice of Acceptance of Contract;

*All records submitted to the Engineer.

100%

*Until all appropriate information is received, and the bid item is 100% paid, the work is considered incomplete and subject to SECTION 108.

The Percent of Original Contract Amount Completed = the amount earned by the Contractor divided by the total dollar value of the original contract (all bid items).

Payment for “CPM Schedule” at the contract unit price is full compensation for the specified work.

9/3/2026 C&M (JVN)