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Division 100 — General Provisions

105Control of Work

MT · 2020 (v5.1) Standard Specifications✓ Full text on BuildSpecBook pages 69–92 Save this section

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105.01 Authority of The Engineer

The Engineer will decide all questions regarding the quality and acceptability of materials furnished, work performed, the rate of progress of the work, the interpretation of the contract, and the acceptable fulfillment of the contract. Contract time will continue to be charged during suspensions in accordance with Subsection 105.01(A) and Subsection 105.09(2) .

A.The Engineer will suspend the work wholly or in part for failure to:
1.Correct conditions unsafe for project personnel or the public; or
2.Carry out provisions of the contract; or
3.Carry out orders of the Engineer.
B.Work may also be partially or wholly suspended for:
1.Periods necessary due to unsuitable weather; or
2.Conditions unsuitable for the prosecution of the work; or
3.Any condition or reason determined to be in the Department’s interest.

105.02 Contractor Submittals

All submittals are to be sent to the Project Manager unless stated otherwise. Submit all project documents electronically unless otherwise directed by the Project Manager. This includes, but not limited to: • Project Records • Forms • Correspondence • Notifications • Computations • Statements • Invoices • Purchase Orders • Agreements

A.Table of Contractor Submittals. To assist in identifying all required submittals and clarifying the submittal process, the Table of Contractor Submittals has been posted to the Department’s website at the following link: https://www.mdt.mt.gov/business/contracting/ The table may not be all-inclusive and does not include submittals required by other Special Provisions. Provide all submittals required by the contract, including those not listed in the table. If a discrepancy exists, submittals required by other Special Provisions in the contract take precedence over the Table of Contractor Submittals. Submit electronic submittals to the Department. Ensure they are in a format accessible by the Department’s software and legible once opened. Verify acceptable electronic format types with the Project Manager prior to submittal. When a specification requires submittal of a form, submit the most current Department form. Forms are available from the Project Manager or on the Department’s Contractor’s system Internet site at http://www.mdt.mt.gov. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-2
B.Electronic Signatures. Use electronic signatures (e-signatures) in lieu of wet ink signatures for the contract administration process unless otherwise directed by the Project Manager. Create documents and save them as a .pdf. Use free Adobe Acrobat Reader DC or approved equal to sign all documents associated with the contract administration process identified. Once the documents are signed, transmit the document to the other party electronically using agency or business email. Replace wet ink signatures with an e-signature on all document’s associated with: • Change Orders. • Contractor created correspondence. • Forms requiring a single party signature.

105.02.1 Contractor Furnished Drawings.

The plans show the details of structures, lines, grades, typical roadway cross sections, location and design of structures, and a summary of items appearing in the bid package. Furnish the Department with Contractor prepared working drawings that detail required work not included in the contract plans. Prepare all working drawings using English or Metric units as shown in the contract. Upon request, submit manufacture literature describing the materials and equipment to be incorporated into the work. This requirement to submit drawings and literature applies to all items not specifically requested elsewhere in the contract. The Department has 20 business days to review the submittals before returning them to the Contractor. The Department has 20 business days to review drawings returned for correction and that are re-submitted for review. The Department will consider extending contract time should the Department review exceed the 20 business day review time limit and the delay can be shown to affect the Contractor’s operation based on the current schedule. The Department’s approval of the fabricator’s shop detail drawings is verification that the fabricator and Contractor have correctly interpreted the intent of the contract documents and the details reflect the material and connection requirements. “Approval” does not relieve the Contractor or fabricator of the responsibility for accuracy of design, dimensions, completeness, or adherence to the requirements of the contract, nor does it permit deviations from the contract without the Department’s documented consent. The Department will perform an engineering review of the first submittal at no cost to the contractor. If the Department determines that the submittal fails to meet generally accepted engineering standards, it will return the submittal for correction. The Department will perform reviews of re-submittals with its own personnel when possible. If Department staff does not have time available to perform reviews, at the Department’s sole option it may hire a consultant engineer from outside the Department to finish the review process. The Department will charge for reviews of resubmittals for its staff time and at the rate charged by a hired engineering firm for its staff time if the Department hires one. The Department will subtract the charges from contractor payments. Working drawings and falsework plans for facilities open to or above public travel ways, including waterways and adjacent banks open for public use, are to be signed by a professional engineer registered in the State of Montana. Check and approve working drawings and submittals. Show the Contractor’s approval on the drawings and submittals. 2020 EDITION V5.1 CONTROL OF WORK – 105 105-3

105.03 Conformity With Plans and Specifications

105.03.1 General

Perform work and furnish materials to meet the contract requirements. Provide materials and workmanship uniform in character and meeting the plan dimensions and contract specifications. When a contract item does not meet the contract requirements but is adequate to serve the design purpose, the Contractor will be notified in writing of the deficiency. The Contractor will be given the choice to remove and replace the deficient work, correct the work at no expense to the Department, or accept a reduction in the contract unit price. If the Contractor chooses to accept a price reduction, the Project Manager will determine the amount of the reduction and will apply the reduction using a line-item adjustment to the contract. The Project Manager may document the basis of the acceptance by change order. When a contract item does not meet the contract requirements resulting in work inadequate to serve the design purpose, remove and replace or correct the work by and at Contractor expense.

105.03.2 Items Designated for Acceptance on a Lot Basis (Quality Assurance)

Contract items listed in Table 105-1 are designated for acceptance on a lot-by-lot basis. The elements in the table are evaluated and the contract items accepted under this provision. All other contract items are evaluated for acceptance under the specifications covering those items. An element of a lot will be evaluated for conformance when results of one or more tests are outside specified tolerance limits for that element. All the individual test results in the lot for the element to be evaluated will be averaged, and the percent of price reduction for the lot determined by the applicable formula.

1.The formula P = (Xn + aR - Tu) x F will be used if a maximum limit only is specified; or when the average of the test values is above the midpoint of a specified band or above a job mix target value.
2.The formula P = (TL + aR - Xn) x F will be used if a minimum limit only is specified; or when the average of the several test values is below the midpoint of a specified band or below a job mix target value. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-4 TABLE 105-1 CONTRACT ITEMS - EVALUATION ELEMENTS Elements Evaluated Item Aggregate Gradation Fineness Modulus Compaction Fracture Selected Surfacing X Sand Surfacing X Crushed Base Course Type A X X Crushed Base Course Type B X Crushed Top Surfacing Type A X X Crushed Top Surfacing Type B X Crushed Aggregate Cover Material X X Cement Treated Base X X Plant Mix Surfacing and Base X X X Portland Cement Concrete Paving X X Where: P is the percent of reduction in contract unit price. Xn is the average of the several test values from samples taken from the lot, with n indicating the number of values. A is a variable factor to be used as n changes according to the following: when n is 3, a = 0.45; n is 4, a = 0.38; n is 5, a = 0.33; n is 6, a = 0.30; and n is 7, a = 0.28. R is the difference between the highest and lowest values in the group of several test results from the lot. Tu is the upper or maximum tolerance limit permitted by the specifications. TL is the lower or minimum tolerance limit permitted by the specifications. F is the price reduction factor to be applied for each element as shown in Table 105-2 . 2020 EDITION V5.1 CONTROL OF WORK – 105 105-5 TABLE 105-2 TABLE OF PRICE REDUCTION FACTORS Element Factor “F” 100% size sieve 1 1∕2-inch (12.5 mm) sieve and larger 1 No. 100 to 3∕8-inch (0.150 to 9.5 mm) sieve, inclusive (except 100% size sieve) 3 No. 200 (0.075 mm) sieve 6 Fine aggregate fineness modulus 12 Compaction Non-Commercial Commercial 12 6 Longitudinal Joint Compaction 3 Compaction - CTB 6 Fracture 2 If P is less than 3.0, the lot will be accepted as being in conformance. If one or more elements for a contract item show a positive P value, the positive values will be added, and the resulting sum used to determine whether the lot is in conformance. If the total P value is between 3.0 and 25.0, the Project Manager may require correction or accept the lot at a reduced price. If P is greater than 25.0, the Project Manager may:
1.Require complete removal and replacement with specification material at Contractor expense.
2.Require corrective action to bring the material into conformance at Contractor expense; or
3.Where the finished product is found to be capable of initially performing the intended purpose but with a reduced service life expectancy, permit leaving the material in place with an appropriate price adjustment calculated using a P value ranging between 25.0 and 50.0. Immediately halt production following written notification when either of the following has occurred:
1.Three consecutive lots for a contract item have an individual total P value of 5.0 or more.
2.Beginning with the second lot, when three tests within one lot have one or more elements outside the specification bands and the total P value for the lot is 5.0 or more. Adjust to bring the product within the specification limits before resuming production. The Contractor does not have the option of accepting a price reduction in lieu of producing specification material. Continued production of non-specification material is prohibited. Material that is obviously defective may be isolated and rejected without regard to sampling sequence or location within a lot. The Project Manager may allow the adjustments to be made without halting production.

105.03.3 Quality Incentive Allowance

The net incentive or disincentive amount will be applied as a line-item adjustment on the pay estimate following completion of the item of work. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-6

A.Plant Mix Volumetric Properties. Outlier determination and payment adjustments are for properties only. If suspect test values are noted during construction, the Department will check plant production information, test equipment, processes, calculations, etc. for errors. If a problem is noted in the plant production, sampling or other process controlled by the Contractor, the test result will be considered valid until production is complete. If a problem is found with the testing or other Department process, the test result will be corrected or the test redone on material from the same sample, if possible. If a non- correctable testing problem is found, the result will be discarded, if possible, another sample will be taken, and the new result used in its place. If re-sampling is not possible, the Department may discard the test results for a sub-lot considered to be an outlier and recalculate the incentives and disincentives using the remaining results in the lot. The Department may follow standard QA guidelines to adjust lot sizes. If no identifiable problem is found, no corrections will be made until production is complete. The following outlier evaluation only applies to projects with 10 or more QA sub-lots. After all production of this product is completed, the Department will determine the standard deviation and mean of all the Department’s test results for each property representing material produced after the initial targets were set. For each property test, the Z value is defined as the absolute value of the difference between the test value and the mean, divided by the standard deviation. If the average of the Z values of the four properties in a sub-lot is greater than 2.00, the Department may consider the sub-lot an outlier. If more than one sub-lot outlier is identified in a lot, the test results will not be considered outliers. The Department will not adjust for outliers within the last lot of production. The Department will discard the test results for a sub-lot considered to be an outlier and recalculate the incentives and disincentives using the remaining results in the lots. The Department will follow standard QA guidelines to adjust lot sizes.
B.Density. A 1.08 pay factor will be applied to the lots of plant mix surfacing when the average density for the lot (Xn) is from 94.0% to 95.0%, inclusive, of the Maximum Specific Gravity (Rice’s Method) and the range (R) is less than 3.0.
C.Ride Specification. The surface smoothness will be measured using the International Roughness Index (IRI). The surface smoothness will be evaluated in each travel lane for the entire length of the project. The following project category pay factors will be applied to each lane: 2020 EDITION V5.1 CONTROL OF WORK – 105 105-7 TABLE 105-3 MAXIMUM ALLOWABLE VARIANCE AND DIVERGENCE Project Category Actual IRI (Inches/mi) Pay Factor Category I < 35 1.25 35 – 45 2.125– 25/1000 * IRI > 45 – < 55 1 55 – 75 1.825 – 3/200 * IRI > 75 – 90 0.7 > 90 Corrective Action (Initially assumed zero pay) Category II < 50 1.1 50 – 55 2.100 – 1/50 * IRI > 55 – < 60 1 60 – 95 1.343 – 1/175 * IRI > 95 Corrective Action (Initially assumed zero pay) Category III <40 1.25 40 – 55 1.918 – 1.67/100 * IRI >55 - <70 1 70 – 100 1.700 – 1/100 * IRI >100 Corrective Action (Initially assumed zero pay) Notes: 1. The pay factor is the same whether the plant mix is measured in English or metric units. Final pay factors are rounded to 2 decimals and used in calculating the value of the incentive/disincentive.
2.The IRI used to calculate the Pay Factor is the average of 2 runs on each travel lane evaluated. Incentive or disincentive for surface smoothness will be calculated based on the ride category and the entire project length in each travel lane using the following equation. The calculated value will be applied as a line-item adjustment to the plant mix item on the estimate. Calculate the pay adjustment as follows: Pay adjustment = (Pay Factor -1) x L x Unit Cost Pay Factor = Calculate using appropriate project category formulas L = Measured cumulative rideable lane length Unit Cost = Use appropriate value from Table 105-4 105 – CONTROL OF WORK 2020 EDITION V5.1 105-8 TABLE 105-4 UNIT COST Category Description Unit Cost/ft. I or III Typical section with 0.3 ft. or greater plant mix surfacing $6.425 I, II, or III Typical section with 0.2 to 0.29 ft. plant mix surfacing $4.283 I, II, or III Typical section with 0.19 ft. or less plant mix surfacing $3.213 Note: Isolation lifts are not considered to be part of the surfacing section when determining the appropriate overlay depth.
D.Plant Mix Incentive Adjustment. Plant mix incentives are paid based on an anticipated increased service life due to high quality plant mix volumetric properties, compaction, and ride. Adjustments to the incentives will be made in accordance with Table 105-5 when the anticipated increased service life is not expected to be realized due to poor results in one or more of the other plant mix properties. TABLE 105-5 INCENTIVE ADJUSTMENT TABLE NO INCENTIVE ADJUSTMENT (ADJUSTMENT FACTOR = 1) ADJUSTMENT FACTOR (CANNOT BE GREATER THAN 1) NO INCENTIVE ALLOWED (ADJUSTMENT FACTOR = 0) VOLUMETRICS ≤7 FV= -0.125PV+1.875 ≥15 COMPACTION ≤7 FC = -0.125PC+1.875 ≥15 RIDE SPECIFICATION CATEGORY I CATEGORY II & III ≤65 ≤80 FR = -0.1(IRI)+7.5 FR = -0.1(IRI)+9 ≥75 ≥90 Where: PV = Average of all positive P values for all the plant mix volumetric properties (VMA, VFA, VTM, and D/A) evaluated under Subsection 105.03.2 on the project. PC = Average of all positive P values for compaction evaluated under Subsection

105.03.2 on the project.

IRI = Weighted average International Roughness Index (IRI) for all travel lanes evaluated for surface smoothness on the project. When multiple ride categories are included on a project, adjustment factors will be determined for each. A weighted average of all adjustment factors will then be determined for use in the overall incentive adjustment equation below. The Department will evaluate plant mix surfacing in accordance with all applicable contract requirements. Total incentives for plant mix volumetric properties, compaction, and ride will be adjusted based on the overall quality of all the plant mix paving properties. The overall incentive adjustment will be calculated as follows: Ia = I (FV)(FC)(FR). I = Total unadjusted incentive amount. FV = Adjustment Factor resulting from plant mix volumetric properties. FC = Adjustment Factor resulting from plant mix compaction. FR = Adjustment Factor resulting from ride. 2020 EDITION V5.1 CONTROL OF WORK – 105 105-9 Quality incentive allowances will be adjusted in accordance with this specification and then used to offset any price reductions. Any quality incentive allowance remaining after all price reductions have been deducted will be paid as a lump sum when all work on the plant mix bid item is complete.

E.Commercial Mix – Ride Incentive Reduction. Incentives will be reduced based on the percentage of density tests that do not meet minimum plant mix pavement density requirements as determined by Table 105-6. TABLE 105-6 COMMERCIAL MIX- RIDE INCENTIVE REDUCTION TABLE Project Size Percent of Density Tests not Meeting Specifications No Reduction of Ride Incentive Incentive Reduced2 No Incentive Allowed 500 – 5000 Tons1 ≤ 10% ˃ 10% ˂ 25% ≥ 25% Notes: 1. Or as shown in the contract. Includes mix added by Change Order after award.
2.Reduce the incentive by a percentage calculated by using the following formula (% failing tests) * 6.667-66.67
3.Final incentive reduction values are rounded to 2 decimals.

105.04 Coordination of Contract Provisions

All documents referred to in Subsection 101.03 (Contract) are essential parts of the contract, and a requirement occurring in one is binding as though occurring in all. They are complementary and describe and provide for a complete contract. If a discrepancy exists, the governing ranking is: Dimensions I nformation

1.Plan 1. “Question and Answer Forum” Information
2.Calculated 2. Special Provisions
3.Scaled 3. Table of Contractor Submittals
4.Plans
5.Standard Specifications
6.Supplemental Detailed Drawings
7.Detailed Drawings

105.05 Cooperation By Contractor

The Department will not furnish hard copies of contract documents. Ensure access to all plans and contract documents is always available on the project (whether paper or electronic). Electronic contract documents can be found at the following link, under the appropriate “Bid Packages” links: http://www.mdt.mt.gov/business/contracting/ . Cooperate with the Engineer, Project Manager, the Inspectors, and other Contractors during the contract work. Staff the project with a Superintendent experienced in the type of work to be performed under the contract. Provide the Superintendent’s name in writing before work starts. Ensure the Superintendent, when not physically on the project, can communicate with Department representatives by phone, cell phone, radio, or other electronic means. This contact must be maintained during all work suspensions, including winter suspension. Maintain a Contractor representative having the Superintendent’s authority when the Superintendent is not physically on the project or available for immediate communication. Notify 105 – CONTROL OF WORK 2020 EDITION V5.1 105-10 the Project Manager in writing of the identity and contact information of that representative before that person assumes the authority. Give the Superintendent the authority to execute orders or instructions of the Project Manager or authorized representative and the authority to obtain all resources to complete the contract, including directing all Subcontractor operations. The Project Manager or authorized representative will issue instructions to the superintendent. Notify the Project Manager in writing at least 24 hours in advance of changes in the Contractor’s representative. Failure to maintain a Contractor’s Superintendent or authorized representative on the project is cause for the Project Manager to stop work until one is assigned. All costs associated with the delay are at Contractor expense. Failure to maintain the ability to be contacted within 2 hours during times of work suspension will result in contract time being charged. Time will be charged for the day the Department first attempts to make contact and each additional day that the Contractor’s designated representative cannot be contacted.

105.05.1 Partnering

Implement partnering in accordance with the Montana Partnering Field Guide . Make a good faith effort to resolve disagreements by utilizing the partnering issue resolution ladder identified in the Montana Partnering Field Guide prior to submitting a notice of claim. Partnering meetings will occur prior to beginning work on the project.

1.Level I Facilitation. Costs incurred for Level I facilitation will be paid for in accordance with Subsection 109.04.1. Items included in the cost for payment are:
a.Facilitator; and
b.Meeting room and facilities.
2.Level II Facilitation. An internal partnering meeting will be facilitated between the Project Manager and the Contractor.

105.06 Cooperation With Utilities

Underground, overhead, and non-utility facilities will be relocated or adjusted to clear conflicts with the contract. Some or all of these facilities may be relocated or adjusted during the contract work. Perform the contract work without damaging these facilities. Conduct on-project meetings on a weekly or biweekly basis with utility company representatives having facilities within the project limits and the Project Manager. Have the first meeting on the project before grading and excavation work begins to discuss the utility locations and progress on utility relocation work. A list of utility representatives is furnished in the contract. Cooperate with utility owners in the removal and rearrangement of utility facilities to minimize interruption to utility service and duplication of work by the utility owner. Submission of a bid is an affirmative statement that the Contractor has considered in the bid proposal all permanent and temporary utility facilities in the present or relocated positions as specified in the contract and as revealed by its site investigation. No additional compensation is allowed for delays, inconvenience, or damage sustained due to interference from the utility facilities or their re-location work. The contract indicates utility items to be relocated or adjusted and who is to perform the work. The contract indicates the means of adjudication, if any, if the utility owners fail to relocate or adjust the facilities. 2020 EDITION V5.1 CONTROL OF WORK – 105 105-11 If the test results indicate the material does not meet the requirements, the Contractor may make a written request for an independent laboratory to retest the material in question. The Contractor and the Department must agree upon the choice of an independent laboratory before release of the sample for testing. The Department will maintain and provide the original sample in the event of a retest. The independent laboratory results will be averaged with the results provided by the Department and the averaged results will be binding on both parties for approval of the material in question. The Contractor must pay the cost of duplicate testing if the average results in a failing test. The Department will pay the cost of duplicate testing if the average results in a passing test. Furnish material that does not contain wood and other plant material. The portion of the material retained on the No. 4 (4.75 mm) sieve is defined as coarse aggregate, and that passing the No. 4 (4.75 mm) sieve is defined as fine aggregate. The Department has 30 calendar days from receipt of the test sample to furnish the test results. Contract time will be increased, working day for working day, for each day the test results are delayed beyond the 30-day review period, if the Departments delay affects the Contractor’s operation as shown on the current work schedule. Contract time will not be extended if the delay occurs from November 16th through April 15th unless the Contractor is being charged contract time under Subsection 108.07.3.

105.07 Cooperation Between Contractors

The Department reserves the right to contract for and perform other or additional work on or near the work for the project. Conduct the work without interfering with or hindering the progress or completion of the work by other Contractors. Cooperate with other Contractors working within the limits of the project. Each Contractor involved must accept all liability, financial or otherwise, in connection with the contract and protect and hold harmless the Department from damages or claims that may arise because of inconvenience, delay, or loss experienced because of the presence and operations of other Contractors working within the limits of the same project. Coordinate and sequence with the work of other contractors. Do not store materials, tools, machinery, and other equipment in locations that interfere with the work of other Contractors.

105.08 Construction Stakes, Lines and Grades

Maintain all survey controls required to control alignment and grade using survey personnel that are trained, experienced, and skilled in construction layout and staking. Do not hire Department personnel to perform any survey work. Staking requests must be submitted on form MDT-CON-105-08-1 . Department construction staking will be performed once for a given type and location. If construction staking is required more than once, submit an additional request in writing with justification.

105.08.1 Department Furnished Survey and Layout

Unless otherwise stated, the Department will furnish the following: • All R/W and monumentation surveys. • Centerline coordinates. • Benchmarks at the beginning, end and near midpoint of the project. • Construction stakes or data for establishing, slopes, clearing limits and stationing. • Construction stakes or data for culverts, structures, and appurtenances. • Wetland delineation. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-12 Preserve and protect Department furnished control points and replace any that may be damaged, displaced or removed. Replace any stakes that are obliterated by the Contractor or by construction activities. Use provided controls as the field control to perform the work. Verify accuracy of all Department furnished controls before any layout staking or grading is performed. Request all Department furnished construction staking or data in writing.

105.08.2 Contractor Survey and Layout

When required by the contract, furnish all surveys and calculations necessary to layout and control the work to specified lines, grades, and tolerances. Provide surveys with accuracy and control equal to or better than the requirements of the Montana Department of Transportation Survey Manual (Survey Manual). Protect Department-furnished control points. Set or reset destroyed control points, conduct all R/W and monumentation and public land monumentation surveys under the responsible charge of a Registered Land Surveyor licensed in Montana per Section 70-22-115 MCA . The Department will measure quantities for payment, except items specified under pre-determined quantities. Identify Department set control points. Verify accuracy of the Department – furnished controls before any layout staking is performed.

A.Survey Plan. Submit a survey plan that details each proposed survey operation including:
1.Methods for initial layout to include accuracy, references, independent verification, and checks.
2.Methods for control surveys to include number and type of controls for various items and measurement tolerances and accuracy. The plan will be reviewed for compliance with the requirements of the Survey Manual. The plan will be returned for correction if it does not meet or exceed requirements of the Survey Manual. Do not begin survey operations until the survey plan has been reviewed and approved by the Project Manager.
B.Staking. Set all stakes necessary to control all work under the contract. This includes, but is not limited to: • Bridges • Centerline stations • Clearing limits • Drainage structures • Fencing • Final pavement markings configuration and locations • Guardrail terminal sections • Pavement • Pipe length • Reference points • Retaining structures • R/W lines and monuments • Sewers and waterlines • Signs, pavement markings, guardrail • Structure excavation 2020 EDITION V5.1 CONTROL OF WORK – 105 105-13 • Surfacing courses • Wetland delineation • Any other items of work included in the contract • Special conditions for specific layout items Determine the slope stake catch point and submit the slope staking notes. Replace any stakes that are obliterated by the Contractor or by construction activities. Do not begin grading operations until all slope stakes within a balance or at least 20% of the project have been set.
C.Culverts. Take cross sections and profiles. Adjust culvert locations to match existing field conditions. Use form MDT-CON-603-03-1 to submit the list of proposed culvert lengths. Profiles, cross sections, adjustments, and culvert lengths must be approved by the Project Manager before culverts are ordered.
D.Signs. Take cross sections and profiles. Adjust sign locations to match existing field conditions. Submit the list of proposed sign lengths. Profiles, cross sections, adjustments, and signpost lengths must be reviewed by the Project Manager before signposts are ordered.
E.Bridges. Include a check of the bridge location relative to railroads, streams, roads, or fixed features in the initial layout. Report discrepancies before performing any bridge construction activities. Survey controls for the following are required as a minimum: • Foundations • Pile layout and cutoff • All substructure elements • Girder seat elevations • Girder profiles • Deck forms and placement • Curbs, rails, joints
F.Plan Errors. Notification must be made immediately of any apparent errors, including but not limited to grade, alignment, location, dimensions, and quantities. Changes to the plans must be approved in writing by the Project Manager.
G.Inspection. The Department may conduct inspections and random checks of any portion of the layout and control work. The Project Manager may order work not performed with sufficient accuracy to be corrected. No compensation will be allowed for corrective work. The Contractor is responsible for securing proper dimensions, lines, grades, and elevations for all parts of the work and Department inspection will not relieve the Contractor of this responsibility.
H.Survey Notes. Submit survey notes, including electronic notes, every 10 business days and upon completion of each survey function.
I.Extra Work. Survey required for extra work may be performed by the Contractor or by the Department, as determined by the Project Manager.
J.Predetermined Pay Quantities. Quantity sheet amounts for items described under Sections 203 and 209 will be considered final quantities for payment. Requests for adjustment of bid schedule quantities for these items may be initiated by the Contractor or by the Project Manager if evidence indicates the total actual required in-place quantity varies from the bid schedule quantities by more than 5%. Not taking cross section elevations during slope staking waives any adjustment to pre-determined pay quantity items, including borrow. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-14 The party requesting the quantity adjustment must notify the other party in writing and furnish acceptable survey data and calculations to accurately establish any quantity adjustments. Load counts will not be considered acceptable for excavation and borrow items. The quantity adjustment will only apply for the amount greater than 5% of the bid schedule quantity. Quantity adjustments due to changes ordered and approved in writing will be determined by measurement, calculation, or both. These quantities will be added or deducted from bid schedule quantities without regard to the 5% limitations outlined herein.

105.08.3 Finish Grade Control

Provide all finish grade control required to establish the surfacing sections shown in the plans. Calculate the finish grades for the subgrade and each surfacing course using the plan information and the furnished staking notes. Special borrow is a surfacing course for finish grade control purposes. Run a level circuit to check the project benchmarks on each roadway section where finish grade is being controlled. Use a finish grade control method that provides positive horizontal and vertical alignment control for the required surfacing sections and ride quality.

105.08.4 Bridge Survey

The Department will establish control points defining median or roadway centerline, bridge centerline, and benchmarks for elevation control. Establish and maintain all other survey controls required to control bridge alignment and grade meeting the plan dimensions and elevations using survey personnel trained, experienced, and skilled in construction layout and staking. Do not hire Department personnel to perform survey work. Furnish horizontal and vertical control meeting the Department’s Survey Manual requirements. Furnish the original survey notes upon request. Furnish the notes showing the initial layout and primary controls and references and the method of independent check before starting work on the substructure units. Submit a copy of the structure excavation cross-section notes. The Project Manager reserves the right to re-survey any pay item area. Make calculations from the plan information to control alignment and elevation. Correct all incorrect locations, misalignments, and incorrect elevations caused by Contractor calculations, layouts, and surveys at Contractor expense. Submit the proposed method of correction for approval. Do not begin the corrective work until the proposal has been reviewed and approved.

105.08.5 Materials and Equipment

Furnish all materials and equipment required to perform this work. Keep survey notes in a standard field notebook, written in a clear, orderly, neat manner meeting the Department’s Survey Manual requirements and standard surveying practice. If survey notes are generated electronically, produce notes in a format meeting these requirements. The Project Manager will inspect the field notes for acceptance. The finished notes become the Department’s property.

105.08.6 Survey Tolerances and Inspection

The Department will perform finish grade checks based on the following:

A.Subgrade. Three random stations per 1,000-foot (300 m) section will be checked. The 1,000-foot (300 m) section will be accepted if 80% or more of the points checked are 2020 EDITION V5.1 CONTROL OF WORK – 105 105-15 within a vertical tolerance range of + 0.05 to - 0.10 foot (+ 15 to - 30 mm), and the horizontal alignment is within 0.30 foot (90 mm) of the true line. If not within required tolerances, rework the entire 1,000-foot (300 m) section. Three new random stations will be checked after rework is completed. Random checks will be performed for finish ditch grade control to ensure proper drainage.
B.Special Borrow. Three random stations per 1,000-foot (300 m) section will be checked. The 1,000-foot (300 m) section will be accepted if 80% or more of the points checked are within a vertical tolerance range of + 0.05 to - 0.10 foot (+ 15 to 30 mm), and the horizontal alignment is within 0.30 foot (90 mm) of the true line. If not within required tolerances, rework the entire 1,000-foot (300 m) section. Three new random stations will be checked.
C.Aggregate Surfacing. Six random stations per 1,000-foot (300-m) section will be checked. Each 1,000-foot (300-m) section will be accepted if 85 percent or more of the points checked meet the requirements listed in Table 301-1, and the horizontal alignment is within 0.30 foot (90 mm) of the true line. If not within required tolerances, rework the entire 1,000-foot (300 m) section. Six new random stations will be checked. Sections that are obviously defective may or may not be checked prior to rejection. A station check consists of centerline, shoulders, any break in cross slope, and intermediate points not to exceed intervals of 20 feet (6 m). All elevation checks are taken on the material, not on the finish grade control. The Project Manager may increase or decrease the number of stations being checked. After receiving notification of a completed section, the Project Manager will perform the finish grade check by the close of the following business day. Contract time will be extended day for day, without any other compensation, for Department caused delays beyond the allotted time to perform the finish grade check.

105.08.7 Method of Measurement

A.Finish Grade Control. Finish grade control is not measured for payment.
B.Contractor Survey and Layout. Contractor survey and layout is measured by the lump sum.
C.Bridge Survey. Bridge survey is not measured for payment.

105.08.8 Basis of Payment

Payment for the completed and accepted quantities is made as follows: Pay Item Pay Unit Contractor Survey and Layout Lump Sum Correct all deficient work due to incorrect finish grade control or bridge survey and reset reference points lost or destroyed by traffic or construction at Contractor expense.

105.09 Authority and Duties of Project Manager

Each project will be staffed with a Project Manager who is the Engineer’s direct representative. The Project Manager has immediate charge of the engineering details of each construction project and is responsible for the administration and satisfactory completion of the project. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-16 The Project Manager can:

1.Reject defective material.
2.Suspend work being improperly performed.
3.Execute any authority delegated to the Project Manager by the Engineer. The Project Manager will be identified before work begins.

105.10 Authority and Duties of Inspectors

Department Inspectors are authorized to:

A.Inspect all work being done and materials furnished. Inspection extends to all or any part of the work and to the preparation or manufacture of the materials to be used. Inspection does not relieve the Contractor’s obligation to perform the work as specified in the contract.
B.Reject materials or suspend the work until the issue can be referred to and decided by the Project Manager. Inspectors, Technicians, and Aides cannot:
1.Revoke, alter, enlarge, or relax any requirements of the contract.
2.Give final approval or accept any portion of work.
3.Issue instructions contrary to the contract. Waiving of specifications or changes to the contract require a completed change order.

105.11 Inspection of Work

All work is subject to Department inspection. Inspectors may not be at all work activities nor available for all work shifts for each work activity. Perform the work meeting the contract requirements regardless of inspection. Allow the Inspector access to all parts of the work and furnish information and assistance necessary to make a complete and detailed inspection. Provide a safe environment for the Inspector during the inspections. Inspection of the work does not relieve the Contractor of its responsibility to meet the contract requirements. The Inspector cannot waive contract requirements. Remove or uncover portions of the finished work as directed. Once examined, restore the work to the contract requirements. If the work is acceptable, the uncovering, or removing and replacing the covering or making good the parts removed is paid for as extra work. If the work is unacceptable, the uncovering, removing, and replacing the covering or making good the parts removed is at Contractor expense. Work done or materials used without inspection by an authorized Department Inspector may be ordered removed and replaced at Contractor expense. When a government agency, political subdivision, a utility, or railroad is to accept or pay a portion of the cost of the work covered by the contract, the organization’s representatives may inspect the work. The inspection does not make that entity a party to the contract nor permit it to interfere with the rights of either party to the contract.

105.12 Removal of Unacceptable and Unauthorized Work

Work not meeting the contract requirements is unacceptable, unless determined acceptable under Subsection 105.03 . Remove and replace any unacceptable work before final acceptance at Contractor expense. This requirement has full effect regardless of the fact that the unacceptable work or defective materials were known or overlooked by the Inspector. 2020 EDITION V5.1 CONTROL OF WORK – 105 105-17 Work done contrary to instructions received, or beyond the plan limits, or extra work done without the permission of the Project Manager will not be considered for payment. Work so done may be ordered removed, restored, or replaced at Contractor expense. Neither the Contractor nor the Department incurs any liability by reason of any verbal directions or instructions received from the Project Manager. The Department will not be liable for extra materials furnished or used, or for extra work or labor done, unless required by written order from the Project Manager. If the Contractor fails to follow any order made under this subsection, the Project Manager has the authority to remove, replace, or restore the work and deduct the costs from any monies due or to become due the Contractor.

105.13 Reserved

105.14 Reserved

105.15 Component Inspection

Upon notice of completion of a project component with a contract specific warranty (non- manufacturer), a milestone, or defined phase or unit of construction, the Project Manager will arrange to inspect that work. Seal Coat warrantees will be administered in accordance with Section 409 . If the contract work is found satisfactorily completed, the inspection will constitute the component inspection. If the inspection discloses unsatisfactory work, the Project Manager will issue written instructions to the Contractor on the necessary corrections. When the deficiencies are corrected, another inspection will be made which constitutes the component inspection. Upon completion of the component inspection, submit a completed “Contractor’s Component Inspection” (form MDT-CON-105-15-1 ). The form is available from the Department’s website or the Project Manager. The Contractor’s project superintendent must sign the form. The form must state that:

1.The Department and the Contractor have completed a component inspection of the work, and the Contractor verifies that the work was completed in full accordance with the specifications and the requirements of the contract.
2.If applicable, the component has an associated incentive or disincentive, and they have been assessed.
3.If applicable, the component has an associated warranty and what the expiration date is. Contract time assessment will not cease until all contract-specific warranties have expired but may be suspended under Subsection 105.17.2 . Within 14 calendar days of being notified of necessary warranty repairs, submit a plan detailing repair procedures, the expected date activities will begin, and expected duration of repair work. The time suspension will be rescinded, and contract time charged if a repair plan is not provided within the allotted 14 calendar days. The time suspension will be rescinded, and contract time charged beginning on the date that repair activities begin, or the date provided in the repair plan, whichever is earlier, and continue until repairs are complete. Completion and approval of the Contractor’s Work Component Inspection is not a statement or commitment by the Department that all work meets the contract requirements and does not waive or alter any of the contract’s terms.

105.16 Claims for Adjustment and Disputes

The Department may, at any time during the claims process, provide an equitable adjustment to resolve the claim in accordance with Subsection 109.04.3. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-18

105.16.1 Notice of Claim

A notice of claim may be submitted after a resolution could not be agreed upon utilizing the partnering issue resolution ladder identified in the Montana Partnering Field Guide. The Construction Engineer or District Administrator will notify the Contractor in writing regarding the date which will be used as the day of disagreement. Submit a notice of claim using the Department’s Notice of Claim form MDT-CON-105-16-1A no later than 3 business days after the day of disagreement(s) that is to be the subject of a claim for additional compensation, time extension, contract change, or other remedy. Provide full details in the written notice why additional compensation, time extension, contract change, or other remedy is warranted. Attach to the notice of claim all documentation showing the history of the disagreement. Upon submission of the written notice, immediately begin keeping and maintaining complete an d specific daily records using the Department’s Claim Cost Record form MDT-CON-105-16-1 of all details and costs directly related to the disagreement. The form is available from the Project Manager or the Department’s website. Base equipment costs on internal rates for ownership, depreciation, and operating expense. Provide the Project Manager with updates of details and costs related to the disagreement as they develop. Failure to timely provide the written notice as required waives the Contractor’s right to make any claim for the disagreement. Ensure that any notice of disagreement is fully and completely explained and documented, as the Department expects and requires early notice to mitigate costs and to fully document any potential costs. The Project Manager will attempt to resolve the disagreement after the written notice is submitted. The Project Manager will issue a written response no more than 14 calendar days after receipt of the written notice. The Contractor may send a written request to the CES Engineer for approval to bypass:

1.The Project Manager’s attempt to resolve the disagreement after the written notice is submitted, and
2.The Project Manager’s written response after receipt of the written notice, if all the following apply:
a.The Partnering issue resolution ladder has been exhausted at all levels without a satisfactory agreement.
b.A notice of claim has been filed, and
c.A certified claim is expected. Upon the CES Engineer’s written approval of this request, the Contractor may submit a Certified Claim within 14 calendar days in accordance with Subsection 105.16.2 .

105.16.2 Submission of Certified Claims

If an agreeable resolution is not reached within 14 calendar days of the written notice, the Contractor may submit a Certified Claim by completing the Certified Claim form MDT-CON-105- 16-2 no more than 14 calendar days after receipt of the Project Manager’s response. The form is available from the Project Manager or the Department’s website. Include all Claim Cost Records to date with the Certified Claim. Submit to the DCE and the CES Engineer of the Engineering Division. The Project Manager will continue to attempt to resolve the disagreement after the Certified Claim is submitted. Detail the following, if applicable in the Certified Claim:

A.Summary. (label page 1.1 through page 1.X) Include a detailed, factual statement of the claim for additional compensation and contract time, if any, with necessary dates and 2020 EDITION V5.1 CONTROL OF WORK – 105 105-19 locations of work involved in the claim. Also include detailed facts supporting the Contractor's position.
B.Proof of Notice. (label page 2.1 through page 2.X) Submit notice of claim with all attachments that was furnished. Include the date when the written notice was given.
C.Supporting Documents. (label page 3.1 through page 3.X) Furnish copies of the contract specifications that support the Contractor's claim.
D.Theory of Entitlement. (label page 4.1 through page 4.X) Include a narrative of how or why the specific contract specifications support the claim.
E.Itemized Lists. (label page 5.1 through page 5.X) Provide an itemized list of claimed damages that resulted from the event with a narrative of the theories and records and documents used to arrive at the value of the damages.
F.Time Requests. (label page 6.1 through page 6.X) Provide additional contract time requests if the claim is for a combination of additional compensation and contract time. Submit a copy of the schedule that was in effect when the event occurred and a detailed narrative which explains how the event impacted contract time. In addition, if the Department-caused delay is claimed, provide the following:
1.Include the specific days and dates under claim.
2.Provide detailed facts about the specific acts or omissions of the Department that allegedly caused the delay, and the specific reasons why the resulting delay was unreasonable; and
3.Provide a schedule evaluation that accurately describes the impacts of the claimed delay.
G.Expense Records. (label page 7.1 through page 7.X) Submit copies of actual expense records. Include documents that contain the detailed records which support and total to the exact amount of additional compensation requested. Include the information and calculations necessary to support that amount. At a minimum, provide the following:
1.Direct materials.
2.Direct equipment. The rate claimed for each piece of equipment not to exceed the actual cost. For each piece of equipment, include a detailed description of the equipment and attachments, specific days and dates of use or standby, and specific hours of use or standby.
3.Direct labor; and
4.Other categories as specified by the Contractor or the Department.
H.Supporting Records. (label page 8.1 through page 8.X) Provide additional supporting records and documents including copies of, or excerpts from the following:
1.Any documents that support the claim, such as manuals standard to the industry and used by the Contractor; and
2.Any daily reports or diaries related to the event, photographs or media that help explain the issue or event.
I.Certification. (label page 9.1 through 9.X) Provide a certified statement, signed by a representative authorized to execute change orders, by the Contractor, subcontractor, supplier, or entity originating the claim as to the validity of facts and costs.
J.Lower Tier Claim. (label page 10.1 through 10.X) If the claim includes work done or costs incurred by any subcontractors, suppliers, or any entity other than the Contractor, the following are required: 105 – CONTROL OF WORK 2020 EDITION V5.1 105-20
1.Copies of the Contractor's, subcontractor's, supplier’s, and entity's (at all tiers above the level of which the claim originates) separate evaluation of entitlement.
2.Copies of the Contractor's, subcontractor's, supplier’s, and entity's (at all tiers above the level of which the claim originates) independent verification and evaluation of the amount of damages sought; and
3.An authorized representative to execute change orders on behalf of the Contractor, Subcontractor, Supplier and Entity (at all tiers above the level of which the claim originates). If the Project Manager determines that additional information, records, or documentation is needed to allow proper evaluation of the claim submittal, the Project Manager will request the information, records, or documentation. Submit the requested information within 14 calendar days. If the claim includes requests for delay compensation, follow all procedures in Subsection

108.07 6

. The Prime Contractor must verify the claim data and certify the claim. Claims from a subcontractor or supplier will not be accepted. Only the Prime Contractor may submit the Certified Claim. Failure to timely submit the completed Certified Claim form or the Claim Cost Records as required is a material breach of contract and waives the Contractor’s right to make any claim for the disagreement or be entitled to any compensation, time extension or contract change related to the disagreement. Allow the Project Manager access to and provide copies of all records when requested by the Department. Make other project records available for technical and audit evaluation during the project and after the claim-related work has been performed. Promptly furnish written clarification and any additional information or data requested by the Department. After the Certified Claim is submitted, continue keeping and maintaining complete and specific daily records using the Department’s “Claim Cost Record” form of all details and costs directly related to the claim. Base equipment costs on internal rates for ownership, depreciation, and operating expense. Submit claim updates every month until the claim is resolved. Include all costs incurred and any other pertinent information discovered after the Certified Claim was submitted and include copies of all Claim Cost Records for that month. For claims over $100,000, all claim costs must be certified by a certified public accountant (CPA) prior to the claim being resolved. Do not change the basis of a claim after submitting the written notice. Do not supplement a faulty submission to rebut or dispute a decision made by the Project Manager. Claims that have changed in basis or that have been supplemented due to an original faulty submission will not be considered and are waived by the Contractor. The Contractor waives the claim and any compensation, time extension, or contract change for any of the following:

1.Not filing a timely, complete written notice.
2.Not submitting a timely and complete Certified Claim form.
3.Not submitting monthly claim updates as required; or
4.Not keeping and submitting timely and complete Claim Cost Records. 2020 EDITION V5.1 CONTROL OF WORK – 105 105-21

105.16.3 Decision on Claims

The Prime Contractor must verify the claim data and certify the claim. Claims from a subcontractor or supplier will not be accepted. The DCE will provide a written decision no more than 30 calendar days after receipt of the Certified Claim for contracts that do not require Escrow of Bid Documents. The DCE will provide a written decision no more than 45 calendar days after receipt of Bid Documents for Contracts that require Escrow of Bid Documents. Where a series of claims are filed on contracts that require Escrow of Bid Documents, each claim will have a written decision from the DCE no more than 45 calendar days after the date of receipt of the individual claim. If additional time is required to research and evaluate the Claim, the DCE can extend the time period 14 calendar days by notifying the Contractor in writing. To advance the claim, appeal the DCE’s decision to the Claims Review Board (Board). Submit the “Request for Appeal” form MDT-CON-105-16-3H to the CES Engineer no more than 30 calendar days after the date of the DCE’s decision. Provide a copy of the appeal to the DCE. The DCE’s decision is final unless appealed no more than 30 calendar days after the date of the decision. If appealed, the DCE will forward the original claim, supporting documents or evidence, and the District’s evaluation to the CES Engineer. The CES Engineer will submit the claim to the Board. Board meetings are scheduled on a quarterly basis, with the schedule available on request from the CES Engineer. Claim appeals received less than 60 calendar days in advance of the next scheduled Board meeting may not be presented to the Board until the following scheduled meeting. The Board will only review those documents and evidence submitted in the original claim, its supporting documents, and the District’s evaluation, but may request further information from the DCE or the Contractor. The Board may affirm, overrule, or modify, in whole or in part, the decision of the DCE. The decision of the Board is the Department’s final decision. The Contractor or Department may request non-binding, independent third party mediation. The Contractor’s request for third party mediation must be submitted to the Construction Engineer on the Request for Mediation form MDT-CON-105-16-3E no more than 30 calendar days after the date of the Board’s decision. If the Department and Contractor both agree to mediation, they must mutually agree on a mediator and a mediation date within 14 calendar days of the date of the request for mediation. All costs associated with mediation will be shared equally between the Contractor and the Department.

105.17 Project Finalization

105.17.1 Final Walk-through Process

When all physical work has been completed in accordance with the contract requirements, a final walk-through process will be completed to inspect the work and identify and resolve all punch-list items. If all work is complete but deferment of the final walk-through is necessary for causes outside the Contractor’s control, the Project Manager will suspend contract time. The following describes the process between the Project Manager and the Contractor:

1.The Contractor requests a final walk-through inspection using form MDT-CON-105-17- 1B. Submit the preliminary MPDES/NPDES storm water permit package, if applicable, for review with this form if not previously submitted.
2.A final walk-through inspection is conducted between the Project Manager, DCE and Contractor. The final walk-through process may be postponed due to project conditions outside of Contractor control. 105 – CONTROL OF WORK 2020 EDITION V5.1 105-22
3.A final storm water walk-through is conducted between the Project Manager, District Environmental Engineering Specialist, Contractor, and Maintenance or local entity as appropriate.
4.Punch-list items are identified, including site work deficiencies, outstanding materials and/or Civil Rights requirements, environmental permit compliance issues, and outstanding claims. A written list of punch-list items is submitted to the Contractor within 30 calendar days of the request for the final walk-through inspection.
5.The Contractor submits the final MPDES/NPDES storm water permit package.
6.When punch-list items are completed and/or resolved, the Contractor requests a final verification using form MDT-CON-105-17-1D. The Department is exercising some operational control of the MPDES/NPDES storm water permit when the requested changes are completed.
7.The Project Manager will grant Conditional Final Acceptance within 30 calendar days of the receipt of the request for the final walk-through verification. If the punch-list items are fully resolved, no further action is required. If deficiencies still exist, payment will be deducted from the estimate as appropriate. The final acceptance will be granted when all contract-specific warranties have expired, and all warranty issues have been resolved. Contract time assessment will not cease until all contract-specific warranties have expired but may be suspended under Subsection 105.17.2 .

105.17.2 Final Acceptance

When the Final Walk-through Process is complete (conditional final acceptance), all project- specific warranties have expired, and all warranty issues have been resolved, submit the Final Acceptance using form MDT-CON-105-17-2. Before the form will be approved by the Department, the following items must be completed:

1.The work has been completed in accordance with the contract’s specifications, and the required materials have been used, both in quality and quantity.
2.The Department and the Contractor have completed the final walk-through process, and the Contractor has corrected all deficiencies to the satisfaction of the Project Manager or payment will be deducted for outstanding deficiencies.
3.The project has been inspected for compliance with the MPDES/NPDES Storm Water Permit, all necessary corrective actions taken.
4.There are no known environmental violations. The Contractor is responsible for any violations issued for damages or non-compliance with permit requirements and conditions prior to the transfer of the MPDES/NPDES Storm Water Permit. The Contractor will defend and hold the Department harmless from any violations, claims, enforcement actions, penalties or fines issued for Contractor activities or recordkeeping that occurred prior to the transfer of the MPDES/NPDES Storm Water Permit; this does not include activities specifically directed by the Department in writing.
5.Liquidated damages have or have not been assessed, and damages that have been assessed either are or are not disputed by the Contractor.
6.The contract does or does not include any contract specific warranties (non- manufacturer). If it does, all contract specific warranties have expired, and all corrective actions have been completed.
7.All construction claims made on the contract have been submitted and are closed or resolved as of this date. 2020 EDITION V5.1 CONTROL OF WORK – 105 105-23
8.The Contractor has fully completed and submitted all supporting documentation required for the “Final Materials Certificate”.
9.The Contractor has fully completed and submitted all supporting documentation required for the “Final Labor Certificate”. If any of the above is not completed in full before the certification form is submitted, the Project Manager will reject the form. Contract time assessment will not cease until all warranty issues are corrected and the Final Acceptance form has been received and approved. The Project Manager may suspend contract time for punch-list items provided the roadway is in a safe and convenient condition. The date the form is approved is the Final Acceptance.

105.17.3 Final Estimate Process

When the contract has reached the Final Acceptance under Subsection 105.17.2, the contract documents will be finalized, and the final estimate processed within 90 calendar days. The final estimate will include the amount and value of each class of work performed and any extra work and materials. Errors made in previous partial payments will be corrected in the final estimate. When the final estimate is prepared and all required documentation (such as material certifications, labor dispute resolutions, etc.) has been received, the CES Bureau will send a copy of the final estimate to the Contractor for review. The Contractor has 10 calendar days to notify the Project Manager in writing if the final estimate is acceptable. If no response is received within that timeframe, concurrence will be assumed. To dispute the final estimate, submit the items disputed and justification to the CES Bureau. Provide a copy to the Project Manager. The CES Bureau will provide a written decision on the disputed items. The Department reserves the right to withhold all, or part of the final payments earned under the contract until all taxes and assessments due and owing to the State of Montana for any reason have been paid in full unless a written release is received from the Department or the state agency having a claim against the Contractor.

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Source: Standard Specifications for Road and Bridge Construction, 2020 (v5.1) Edition. Pages 69–92 of 611. View official source ↗

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