Dwight D. Eisenhower State Office Building 700 S.W. Harrison Street Topeka, KS 66603-3745

Phone: 785-296-3576 Hearing Impaired - 711 publicinfo@ksdot.org http://www.ksdot.org

Bureau of Construction and Materials

STATE PROJECT NUMBER: U083-020 KA 7926-01

CALL ORDER NUMBER: 630

PROPOSAL NUMBER: 526096303

LETTING DATE 09/16/2026

COUNTY: DECATUR

FUND TYPE: STATE

ATWOODKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

MILLING AND HMA OVERLAY. US-83; FR N END OF THE PCCP AT

US36/US83 JCT N TO KS/NE SL IN DC CO. LGTH 12.398 MI.

RESTRICTED DAYS

(45)

TOTAL CONTRACT DAYS

(55)

Earliest Start Date:

Latest Start Date:

9:45:23AM8/19/2026 @

Letting 09/16/2026 Kansas Department of Transportation Project No. U083-020 KA 7926-01

Contract No. 526096303

U083-020 KA 7926-01 U083-020 KA 7926-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526096303

1. The Secretary of Transportation of the State of Kansas [Secretary] will accept only electronic internet proposals from prequalified contractors for construction, improvement, reconstruction, or maintenance work in the State of Kansas, said work known as Project No.:

U083-020 KA 7926-01 / U083-020 KA 7926-01

The general scope, location and net length are:

MILLING AND HMA OVERLAY. US-83; FR N END OF THE PCCP AT

US36/US83 JCT N TO KS/NE SL IN DC CO. LGTH 12.398 MI.

2. This is the Proposal of

[Contractor] to complete the Project for the amount set out in the accompanying Unit

Prices List.

3. The Contractor makes the following ties and riders as part of its Proposal in addition to state ties, if any:

4. Contractors and other interested entities may examine the Bidding Proposal Form/

Contract Documents (see paragraph 11 below) at the County Clerk's Office in the County in which the Project is located and at the Kansas Department of Transportation [KODT] Bureau of Construction and Materials, Eisenhower State Office Building, 700 SW Harrison, Topeka, Kansas 66603. Contractors may examine and print the Bidding Proposal Form/Contract

Documents by using KDOT's website at http://www.ksdot.gov and choosing the following selections: "Doing Business", "Highway Contractors" and "Highway Letting Information",and using the links provided in the Project information for this project. KDOT will not print and mail paper copies of Proposal Forms. Contractors shall notify KDOT of their intent to bid as a prime contractor by identifying themselves as a Bid Holder on the website above.

Contractors shall furnish this notice no later than 5:00 P.M. on the Monday preceding the scheduled Letting Date. For a fee, Contractors and other interested entities may order paper copies of the KDOT Standard Specifications for State Road and Bridge Construction, 2015 Edition, [Standard Specifications] by using KDOT's website of http://www.ksdot.org and choosing the following selections: "Doing Business", "Highway Contractors", "Contractor Resources and "Specifications".

5. Contractors shall use the AASHTO's Project Bids software in combination with the electronic bidding system file created for the Project with Project Bids software [EBSX file] to generate an electronic internet proposal. The Project Bids software and Project

EBSX file are available on Bid Express' website at http://ui.bidx.com.

Contractor: Page 1 Check: 70B66DD5A1

6. Contractors shall only use the Project Bids software to create a proposal and submit an electronic internet proposal to KDOT using the Bid Express website at http:// ui.bidx.com.

7. The KDOT Bureau of Construction and Materials will only accept electronic internet proposals on-line using Bid Express until 1:00 P.M. Local Time on the Letting Date. KDOT will open and read these proposals at the Eisenhower State Office Building, 700 SW

Harrison, Topeka, Kansas 66603 at 3:00 P.M. Local Time on the Letting Date. Bids are read on a conference call at 785-414-8630. The conference ID is 856 616 050#.

8. The Contractor shall execute a contract for the proposed work within ten (10) business days after notice of the award of the contract.

9. The contractor shall complete work to open the project to unrestricted traffic within

_45_ Restricted Days and shall complete the work within the total Contract Working Days of _55_.

10. The Contractor shall complete the Project according to the plans, Standard

Specifications, provisions identified in the Special Provision List and all other

Contract Documents identified in Standard Specifications subsection 101.3

11. The undersigned declares that the Contractor has carefully examined the Bidding

Proposal Form for the Project. The Contractor understands the following:

A. The Bidding Proposal Form consists of the following documents: the Project EBSX files on the Bid Express website (which includes DOT Form 202, required contract provisions, and the Unit Prices List), special provision list, project special provisions, special provisions, Standard Specifications, plans, exploratory work documents, any additional contract information, any addenda, all questions and answers posted on the Bid Express website, and any amendments the Secretary provides for the Project. The Contractor can obtain these documents at KDOT's website (see paragraph 4).

B. The special provision list identifies all required contract provisions, project special provisions and special provisions that apply to the Project.

C. The Bidding Proposal form becomes the Contractor's Proposal after the Contractor completes the EBSX file, electronically signs the Proposal where required on DOT Form

202, and submits the completed EBSX file documents and bid bond to KDOT using Bid

Express. The special provision list, project special provisions, special provisions, Standard Specifications, plans, exploratory work documents, any additional contract information, all questions and answers posted on the Bid Express website, and any addenda are incorporated by reference into the Proposal. These documents are part of the

Contractor's Proposal.

D. In electronically signing this Proposal, the Contractor waives the right to claim that the Contractor misunderstood the contents of the Proposal or the procurement process.

12. The Contractor has inspected the actual location of the work. The Contractor has determined the availability of materials. The Contractor has evaluated all quantities and conditions. In electronically signing this Proposal, the Contractor waives the right to claim that the Contractor misunderstood the scope of the work.

Contractor: Page 2 Check: 70B66DD5A1

13. SPECIAL PROVISIONS REQUIRING INFORMATION. The following Required Contract Provisions

(I-XVII) require the Contractor to furnish information. The current versions of these provisions are contained in the Project EBSX file. Some or all of these apply to the

Project as indicated in the Special Provision List. The Contractor shall complete these provisions within the EBSX file. When these documents are required, the Secretary will reject proposals that fail to contain completed Provisions I, II, III, or IV in the EBSX file, and may reject proposals that fail to contain completed Provisions V, VI, VII, VIII, IX, X, XI, XII, XIII, XIV, XV, XVI, or XVII in the EBSX file.

I. 08-10-66 Certification-Noncollusion & History of Debarment

II. 04-30-82 Certification-Financial Prequalification Amount

III. 04-26-90 Declaration-Limitations on Use of Federal Funds for Lobbying

IV. 08-04-92 Certification-Contractual Services with a Current Legislator or a Current Legislator's Firm

V. 10-10-00 Price Adjustment for Fuel

VI. 06-01-06 Price Adjustment for Asphalt

VII. 08-31-09 Price Adjustment for Emulsified Asphalt

VIII. 08-08-01 Furnishing and Planting Plant Materials Unit Cost

IX. 05-18-07 Repair (Structures) Unit Cost

X. 11-15-17 Electric Lighting System Unit Cost

XI. 04-06-09 ITS Unit Cost

XII. 08-17-16 Water System Unit Cost

XIII. 06-19-19 Sanitary Sewer System Unit Cost

XIV. 01-01-18 Smart Work Zone System Unit Cost

XV. 08-12-24 CORS Unit Cost

XVI. 04-06-26 Federal Restrictions on Foreign Drones

XVII. 01-01-11 Kansas Department of Revenue Tax Clearance Certificate

14. The funding source for this Project is STATE. On Projects involving City or County funds, the Secretary acts as the Agent of the City or County and as the administrator of federal or state funds. Each governmental entity's responsibilities are described in a contract between the entities which is available on request.

15. FEDERAL AID DOCUMENTS INCLUDED IN PROPOSAL. If the Project is supported in whole or in part by Federal funds, the latest revisions of the following provisions (I - IV) also apply to the Project. These documents are not included in the Project EBSX file but are accessible on KDOT's website and incorporated by reference into the proposal like other provisions and the exploratory work documents.

I. 11-03-80 Affirmative Action For EEO

II. 11-15-96 Affirmative Action & EEO Policies

III. 09-06-94 U.S. DOT Fraud Hotline

IV. FHWA-1273 Federal-Aid Required Contract Provisions

16. The Secretary reserves the right to reject any and all proposals and to waive any or all technicalities.

Contractor: Page 3 Check: 70B66DD5A1

17. SIGNATURE SECTION:

A. Electronic Internet Proposal

The person submitting the electronic internet Proposal, on the Contractor's behalf, shall be the person whose digital identification is used to submit this Proposal. That person shall complete paragraphs B and C. The person whose digital identification is used to electronically sign this Proposal binds the Contractor to this Proposal and binds the named individual to the certification in paragraph B.

B. Certification

I CERTIFY THAT I AM AUTHORIZED TO REPRESENT THE CONTRACTOR IN PREPARING AND PRESENTING

THIS PROPOSAL. I CERTIFY UNDER PENALTY OF PERJURY THAT THE FOREGOING (INCLUDING BUT NOT

LIMITED TO THE INFORMATION CONTAINED IN THE SPECICIAL PROVISIONS REFERENCED IN PARAGRAPH

13) IS TRUE AND CORRECT.

EXECUTED ON

C. Signature

Number of company or joint venture:

Name of company or joint venture:

Name of person signing:

Title of the person signing:

Signature: Electronic Internet Proposal

RELEASED FOR CONSTRUCTION:

Date:____________________________________

Chief of Construction and Materials

Contractor: Page 4 Check: 70B66DD5A1

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION LIST

PAGE:

DATE:

08/12/26

STATE PROJECT NO: U083-020 KA 7926-01 STATE CONTRACT NO: 526096303

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DECATUR3

MILLING AND HMA OVERLAY. US-83; FR N END OF THE PCCP AT US36/US83 JCT

N TO KS/NE SL IN DC CO. LGTH 12.398 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 (DECATUR COUNTY)KS20260078

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

POLICY AGAINST SEXUAL HARASSMENT03-01-18

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

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

SEASONAL LIMITATIONS15-01012-R01

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

ASPHALT PAVEMENT SMOOTHNESS15-06006-R01

HOT MIX ASPHALT CONSTRUCTION QC/QA15-06007-R03

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

WORK ZONE TRAFFIC CONTROL AND SAFETY (FOR 1R'S)15-08001-R04

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

CONTRACTOR CONSTRUCTION STAKING15-08015

MAINTENANCE AND RESTORATION OF HAUL ROADS15-08018

WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04

DURABLE PAVEMENT MARKING15-08020-R02

FIELD OFFICE AND LABORATORY15-08023-R01

SPECIAL PROVISION LIST

PAGE:

DATE:

08/12/26

STATE PROJECT NO: U083-020 KA 7926-01 STATE CONTRACT NO: 526096303

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DECATUR3

MILLING AND HMA OVERLAY. US-83; FR N END OF THE PCCP AT US36/US83 JCT

N TO KS/NE SL IN DC CO. LGTH 12.398 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.

RUMBLE STRIPS (MILLED)15-08025

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

STORMWATER POLLUTION MANAGEMENT15-09002-R05

AGGREGATE FOR HMA15-11002-R01

GENERAL REQUIREMENT DIVISION 120015-12001-R01

PERFORMANCE GRADED ASPHALT BINDER15-12002-R01

STEEL SIGN POSTS15-16002-R03

RELEASE COMPOUND FOR ASPHALT MIXES15-17004-R05

MULTI - COMPONENT LIQUID PAVEMENT MARKING MATERIAL15-22003-R02

PAVEMENT MARKING PAINT15-22004-R02

IMAGE SYSTEMS15-22005-R03

RETROREFLECTIVE SHEETING15-22006-R01

ROLL-UP SIGNS15-22011

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-MR0972

COMBINATION, TIED BIDS ON 1R PROJECTS WITH FEDERAL-AID FUNDS15-PS0018

E-TICKETING SYSTEM(ETS) FOR HOT MIX ASPHALT(HMA)15-PS0020-R2

END OF SPECIAL PROVISION LIST

REQUIRED CONTRACT PROVISION - 08-10-66-R05 (Rev. 07/05)

CERTIFICATION - NONCOLLUSION AND HISTORY OF DEBARMENT

K.A.R. 36-30-4, 49 C.F.R. 29.335, 23 U.S.C. 112(c), 49 U.S.C. 322

Complete the exceptions below if applicable. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202) supplies the necessary signature for this

Certificate.

NONCOLLUSION

I certify that the Contractor submitting this bid has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid.

HISTORY OF DEBARMENT

I certify that, except as noted below, the Contractor submitting this bid and any person associated with this Contractor in the capacitiy of owner, partner, director, officer, principal, investigator, project director, manager, auditor, or any position involving the administration of federal funds:

1. Are not currently suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state agency;

2. Have not been suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state agency within the past three years;

3. Do not have a proposed debarment pending;

4. Within the past three years, have not been convicted or had a civil judgment rendered against them by a court of competent jurisdiction in any matter involving fraud, anti-trust violations, theft, official misconduct, or other offenses indicating a lack of business integrity or business honesty; and

5. Are not currently indicted or otherwise criminally or civilly charged by a federal, state, or local government with fraud, anti-trust violations, theft, official misconduct, or other offenses indicating a lack of business integrity or business honesty; and

6. Have not had one or more federal, state, or local government contracts terminated for cause or default within the past three years.

Answer 'Yes' if there are exceptions to the above described circumstances. Answer 'No' if there are no exceptions.

Yes No

The exceptions, if any, are:

Contractor: Page 5 Check: 70B66DD5A1

REQUIRED CONTRACT PROVISION - 04-30-82-R07 (Rev. 01/11)

CERTIFICATION - FINANCIAL PREQUALIFICATION AMOUNT

Select the appropriate response below to indicate whether this Proposal exceeds the

Contractor's financial prequalification amount. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202) supplies the necessary signature for this Certificate.

I understand that I may be required to identify the outstanding contract and subcontract work of my firm, association or corporation on DOT Form 284 prior to an award of contract. Unless I obtain approval, I understand that the Secretary may reject this

Proposal if the dollar value of work on this Contract combined with unearned amounts on our unfinished contract and subcontract work exceeds our prequalification amount.

I certify that the amount of this Proposal plus the total unearned amount of other contracts with the Kansas Department of Transportation plus the unearned amount of all other contracts in this state or other states exceeds does not exceed the financial prequalification amount of our firm, association or corporation. I also certify that our firm, association or corporation has the financial ability to do the work.

If this Proposal exceeds the financial prequalification amount, I certify that I obtained approval to submit this bid from the KDOT representative I have listed below. (Prior approval to exceed the prequalification limit may be made by telephone or personal contact).

KDOT Approval Granted by:

KDOT Approval Date:

Contractor: Page 6 Check: 70B66DD5A1

REQUIRED CONTRACT PROVISION - 08-04-92-R03 (Rev. 07/05)

CERTIFICATION - CONTRACTUAL SERVICES WITH A CURRENT

LEGISLATOR OR A CURRENT LEGISLATOR'S FIRM

Select the appropriate response below to indicate whether this contract is with a legislator or a firm in which a legislator is a member. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202) supplies the necessary signature for this Certificate.

Kansas Law, K.S.A. 46-239(c), requires this agency to report all contracts entered into with any legislator or any member of a firm of which a legislator is a member, under which the legislator or member of the firm is to perform services for this agency for compensation. The Contractor certifies that:

This Contract is is not with a legislator or a firm in which a legislator is a member. That Legislator is:

Name:

Address:

City State Zip:

Business Telephone:

Contractor: Page 7 Check: 70B66DD5A1

REQUIRED CONTRACT PROVISION - 10-10-00-R09 (Rev. 01/20)

PRICE ADJUSTMENT FOR FUEL

The Contractor may accept or reject the application of Special Provision 15-01008 (latest revision) "Price Adjustment for Fuel". Any items listed on Special Provision 15-01008

(latest revision) that are included in this project are eligible for the fuel price adjustment unless otherwise stated in the contract documents.

Answer 'Accept' if you accept this provision. Answer 'Reject' if you reject this provision and the provision will not be part of the contract.

Accept Reject

If the Contractor accepts 15-01008 (latest revision), the Contractor shall mark the checkboxes below for the eligible items/sections listed in Special Provision 15-01008

(latest revision). Then they should indicate their desire for the specific fuel price adjustment by selecting the 'Yes' or 'No' option.

Road Items (Earthwork)

Concrete Surfacing Items

Asphalt Surfacing Items

Contractor: Page 8 Check: 70B66DD5A1

REQUIRED CONTRACT PROVISION - 06-01-06-R01 (Rev. 03/15)

PRICE ADJUSTMENT FOR ASPHALT MATERIAL

The Contractor may accept or reject the application of Special Provision 15-01009 (latest revision) "Price Adjustment for Asphalt Material."

Answer 'Accept' if you accept this provision. Answer 'Reject' if you reject this provision and the provision will not be part of the contract.

Accept Reject

Contractor: Page 9 Check: 70B66DD5A1

REQUIRED CONTRACT PROVISION - 08-31-09-R01 (Rev. 03/15)

PRICE ADJUSTMENT FOR EMULSIFIED ASPHALT

The Contractor may accept or reject the application of Special Provision 15-01010 (latest revision) "Emulsified Asphalt Price Adjustment."

Answer 'Accept' if you accept this provision. Answer 'Reject' if you reject this provision and the provision will not be part of the contract.

Accept Reject

Contractor: Page 10 Check: 70B66DD5A1

REQUIRED CONTRACT PROVISION - 01-01-11-R01 (01-01-11-R01)

TAX CLEARANCE CERTIFICATE

Answer 'Yes' if the Contractor has a current Tax Clearance Certificate. Answer 'No' if the Contractor does not have a current Tax Clearance Certificate.

Yes No

Insert the Tax Clearance Confirmation Number if available at the time of bidding:

Contractors shall have a current Tax Clearance Certificate from the Kansas Department of

Revenue [KDOR] at the time of contract award. The Tax Clearance process is a tax account review by KDOR to determine that the Contractor's account is compliant with Kansas tax laws administered by the Director of Taxation. The Secretary will reject the Contractor's

Proposal as non-responsive if the Contractor does not have a current Tax Clearance

Certificate at the time of the contract award.

To obtain a Tax Clearance Certificate, the Contractor shall complete and submit to KDOR an Application for Tax Clearance obtained from KDOR's website at http:// www.ksrevenue.org/taxclearance.htm. The Application Form can be completed and submitted on-line, by mail, or by fax. After the Contractor submits the Application, KDOR will provide the Contractor a Transaction ID number. The Contractor shall use the Transaction

ID number to retrieve the Tax Clearance Certificate. Decisions on on-line applications are generally available the following business day.

After the Contractor obtains the Tax Clearance Certificate, the Contractor shall insert on this Required Contract Provision the Confirmation Number contained in the Certificate or the Contractor shall submit a copy of the Tax Clearance Certificate to the KDOT Bureau of Construction and Materials by hand delivery, mail, e-mail or fax. Before awarding a contract, the Bureau of Construction and Materials will authenticate the Certificate through the Confirmation Number inserted on this Required Contract Provision or contained on the Certificate submitted.

If the Contractor is unable to retrieve the Tax Clearance Certificate or if KDOR denies the Contractor's Application for Tax Clearance, the Contractor shall call KDOR's Special

Projects Team at 785-296-3199 to determine why KDOR failed to issue the certificate.

Tax Clearance Certificates are valid for 90 days after issue. To renew a clearance, submit a new Tax Clearance Application. Information pertaining to a Tax Clearance is subject to change for various reasons, including a state tax audit, federal tax audit, agent actions, hearings, and other legal actions. The Tax Clearance Certificate is not

"clearance" for all types of taxes the State of Kansas may assess.

Subcontractors also shall have a current Tax Clearance Certificate from KDOR before the

Secrtary approves them for subcontract work. The Contractor shall submit to the KDOT

Field Office the Subcontractor's Tax Clearance Certificate with KDOT Form 259, Request for Approval of Subcontractor.

Contractor: Page 11 Check: 70B66DD5A1

Line Number Item Number Quantity Unit Unit Price Extension Price

Section 01

COMMON ITEMS

1 025323 1.000 LS

MOBILIZATION /

2 025324 1.000 LS

TRAFFIC CONTROL /

3 070580 1.000 HOUR $30.000 $30.00

FLAGGER (SET PRICE) /

4 025600 1.000 EACH

FIELD OFFICE AND LABORATORY (TYPE A) /

5 020001 1.000 LS $8,000.000 $8,000.00

MAINTENANCE AND RESTORATION OF HAUL ROADS (SET PRICE) /

6 020100 1.000 LS

CONTRACTOR CONSTRUCTION STAKING /

Section 01 Total $8,030.00

Section 02

ASPHALT SURFACING ITEMS

7 060241 53567.000 TON

HMA OVERLAY (SR-12.5A) (PG 70-28) /

8 083447 98.000 TON

EMULSIFIED ASPHALT (SS-1H OR CSS-1H) /

9 081699 53567.000 TON

QUALITY CONTROL TESTING (HMA) /

10 041003 1359.000 TON

HMA-COMMERCIAL GRADE (CLASS A) /

11 081773 32646.000 TON

MILLING /

12 080465 1.000 TON $250.000 $250.00

MATERIAL FOR HMA PATCHING (SET PRICE) /

13 011750 1.000 EACH $50.000 $50.00

ASPHALT CORE (SET PRICE) /

14 000063 1.000 EACH $1.000 $1.00

ASPHALT AIR VOID PAY ADJUSTMENT /

15 000062 1.000 EACH $1.000 $1.00

ASPHALT DENSITY PAY ADJUSTMENT /

16 070912 731.900 STAL

PAVEMENT MARKING (TEMP) 4" BROKEN (3')(TYPE I) /

17 070923 731.900 STAL

PAVEMENT MARKING (TEMP) 4" BROKEN (3')(TYPE II) /

18 081050 2322.000 TON

PAVEMENT EDGE WEDGE (ROCK) /

19 010114 1.000 MGAL $40.000 $40.00

WATER (GRADING) (SET PRICE) /

Section 02 Total $342.00

Contractor: Page 12 Check: 70B66DD5A1

Section 03

RUMBLE STRIPS

20 032406 634.000 STA.

RUMBLE STRIPS (MILLED) (ASPHALT) (CENTERLINE) /

21 072252 1268.000 STA.

RUMBLE STRIPS (MILLED) (ASPHALT) /

Section 03 Total

Section 04

PAVEMENT MARKING ITEMS

22 023140 129282.000 LNFT

PAVEMENT MARKING (MULTI-COMPONENT) (WHITE) ( 6") /

23 023143 42587.000 LNFT

PAVEMENT MARKING (MULTI-COMPONENT) (YELLOW) ( 4") /

Section 04 Total

Item Total $8,372.00

Contractor: Page 13 Check: 70B66DD5A1

�� ������������������������������������������������������������������������������*��+����,�������������������������������������������������������������������-����������������������.���#��)/0*-�*12+)'*���/)*-3�/-�� -+44�-+���3+��/��555555556�7�5�7��������������������5��,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�+-/�����,�����8�������������������������������������������������������������-����������������������.���#��+-/�0/-�*-9���-2��2-345555555555555555555555555555556�7:5��������������������785��,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,��2�����:,��������:����:�����������������������������������������������������-����������������������.���#���-2��� -+;*-��/..�-/3 ��-2��5555555555555555555555556���57��������������������5���-2��� -+;*-��.43�<* �3� �4/0</=555555555555555555556��:5���������������������5���-2��� -+;*-�� 2')�3� ��3� *'555555555555555555555556���5�:�������������������5���-2��� -+;*-���03�*-��-2��555555555555555555555555556���5���������������������5���-2��� -+;*-���)+��2)��-2��55555555555555555555555556���5�:�������������������5���-3..+���/��-/4�����*-;+�*� -+;*-55555555555555555556��85���������������������5���*-;+�*'3���*12+)'*��55555555555555555555555555555556���577�������������������5�8/)*-3�/-����-+)+���'3�"+�*555555555555555555555555556��:5:7������������������858:/)*-3�/-��-/�/�'+44��-/2� '3�555555555555555555555556���57��������������������5��/)*-3�/-��-/�/�'+445555555555555555555555555555555556���5���������������������5��/)*-3�/-����-3��/-55555555555555555555555555555555556���5�8�������������������5��/)*-3�/-�����-** 555555555555555555555555555555555556���5���������������������5��/)*-3�/-�����-3)*-55555555555555555555555555555555556���5���������������������5��/)*-3�/-���-/44*-555555555555555555555555555555555556��85���������������������5��/)*-3�/-���)3;*-��>3�)"34�9�3��-*�3�*9�3� ��/��-*�*?55555555555555555555555555555555555555555556���5�7�������������������5��/)*-3�/-���'*�"3�+�5555555555555555555555555555555556���5���������������������5��/)*-3�/-���'3�*-+34��-3��.*-�;*"+�4*55555555555555556��75:��������������������5��/)*-3�/-���4/3 *-555555555555555555555555555555555556���58��������������������5��/)*-3�/-����-3 *-�<43 *555555555555555555555555555556���5�:�������������������5��/)*-3�/-��� +��-+<2�/-5555555555555555555555555555556���5�:�������������������5��/)*-3�/-����-3�*5555555555555555555555555555555555556���5���������������������5��/)*-3�/-����/��-*�*��30555555555555555555555555555556���5���������������������5��/)*-3�/-����/��-*�*�.+�+�"+���'3�"+�*5555555555555556���5���������������������5��/)*-3�/-���<244 /@*-555555555555555555555555555555556���5���������������������57�/)*-3�/-���<-//'��0**)*-55555555555555555555555555556��75�8�������������������5��/)*-3�/-���</<�3����+ ���**-���+ �4/3 *-5555555555556���5:��������������������5��/)*-3�/-���<3��"/*�*A�3;3�/-��-3��"/*5555555555555556���5���������������������5�:/)*-3�/-���3�)"34��)43��55555555555555555555555555556��85���������������������5��

BCDCEBF�DGEH�IJ KIJLMNO

PQQRSGCCSTULMNOCVTMWXYWQWZU[\TQ[N\C]KÊEB̂ _̂DC̀ C̀a

��"�����������������������&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&!�������&��'(')*'�+,-'�.+'/(+)0'1�23+�(+,2-�.'+23+4)563.'+,-)35�-3�78)(8�7'91)56�)/�)5()1'5-,9�::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�3-'���;'(<-)*'��+1'+�=��>� ���$���/-,09)/8)56��,)1��)(?��',*'23+� '1'+,9��35-+,(-3+/�,..9)'/�-3�,99�(35-+,(-/�/<0@'(-�-3�-8'�,*)/&�,(35��(-�23+�78)(8�-8'�(35-+,(-�)/�,7,+1'1�=,51�,5A/39)()-,-)35�7,/�)//<'1>�35�3+�,2-'+�B,5<,+A� �����2�-8)/(35-+,(-�)/�(3*'+'1�0A�-8'�����-8'�(35-+,(-3+�4</-�.+3*)1''4.93A''/�7)-8� �83<+�32�.,)1�/)(?�9',*'�23+�'*'+A����83<+/-8'A�73+?��<.�-3�#$�83<+/�32�.,)1�/)(?�9',*'�',(8�A',+��4.93A''/�4</-�0'�.'+4)--'1�-3�</'�.,)1�/)(?�9',*'�23+�-8')+375�)995'//��)5@<+A�3+�3-8'+�8',9-8&+'9,-'1�5''1/��)5(9<1)56.+'*'5-)*'�(,+'C�-3�,//)/-�,�2,4)9A�4'40'+�=3+�.'+/35�783�)/9)?'�2,4)9A�-3�-8'�'4.93A''>�783�)/�)99��)5@<+'1��3+�8,/�3-8'+8',9-8&+'9,-'1�5''1/��)5(9<1)56�.+'*'5-)*'�(,+'C�3+�23+�+',/35/+'/<9-)56�2+34��3+�-3�,//)/-�,�2,4)9A�4'40'+�=3+�.'+/35�783�)/9)?'�2,4)9A�-3�-8'�'4.93A''>�783�)/�,�*)(-)4�32��134'/-)(*)39'5('��/';<,9�,//,<9-��3+�/-,9?)56����11)-)35,9�)523+4,-)3535�(35-+,(-3+�+'D<)+'4'5-/�,51�73+?'+�.+3-'(-)35/�<51'+�-8'���)/�,*,)9,09'�,-8--./�%%777�139�63*%,6'5()'/%781%63*'+54'5-&(35-+,(-/��3-'���;'(<-)*'��+1'+� �$# �6'5'+,99A�,..9)'/�-3�(35-+,(-/�/<0@'(-�-3�-8'��,*)/&�,(35��(-�-8,-�7'+'�,7,+1'1�35�3+�0'-7''5�B,5<,+A� #�,51�B,5<,+A��"��������,51�-8,-�8,*'�53-�0''5�+'5'7'1�3+�';-'51'1�35�3+�,2-'+�B,5<,+A������������;'(<-)*'��+1'+� �$# �13'/�53-�,..9A�-3�(35-+,(-/�/<0@'(-�359A�-3�-8'��,*)/&�,(35��'9,-'1��(-/�+'6,+19'//�32�78'5�-8'A�7'+'�,7,+1'1���2�,�(35-+,(-�)/�/<0@'(-�-3��;'(<-)*'��+1'+� �$# ��-8'�(35-+,(-3+�4</-�.,A�,99�(3*'+'1�73+?'+/�,-�9',/-�� ��$#�.'+�83<+�=3+�-8'�,..9)(,09'�7,6'�+,-'�9)/-'1�35�-8)/�7,6'�1'-'+4)5,-)35��)2�)-�)/�8)68'+>�23+�,99�83<+/�/.'5-�.'+23+4)56�35�-8'�(35-+,(-�2+34��,A�

�����$��-8+3<68��'('40'+�� �����$����8'�,..9)(,09'��;'(<-)*'��+1'+�4)5)4<4�7,6'�+,-'�7)99�0'�,1@</-'1�,55<,99A��11)-)35,9�)523+4,-)35�35�(35-+,(-3+�+'D<)+'4'5-/�,51�73+?'+�.+3-'(-)35/�<51'+��;'(<-)*'��+1'+� �$# �)/�,*,)9,09'�,-�777�139�63*%781%63*(35-+,(-/��59)/-'1�(9,//)2)(,-)35/�5''1'1�23+�73+?�53-�)5(9<1'1�7)-8)5-8'�/(3.'�32�-8'�(9,//)2)(,-)35/�9)/-'1�4,A�0'�,11'1�,2-'+,7,+1�359A�,/�.+3*)1'1�)5�-8'�9,03+�/-,51,+1/�(35-+,(-�(9,</'/=�"� ��#�#�=,>�= >�=)))>>�&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&�8'�031A�32�',(8�7,6'�1'-'+4)5,-)35�9)/-/�-8'�(9,//)2)(,-)35/,51�7,6'�+,-'/�-8,-�8,*'�0''5�23<51�-3�0'�.+'*,)9)56�23+�-8'-A.'=/>�32�(35/-+<(-)35�,51�6'36+,.8)(�,+',�(3*'+'1�0A�-8'�7,6'1'-'+4)5,-)35���8'�(9,//)2)(,-)35/�,+'�9)/-'1�)5�,9.8,0'-)(,93+1'+�<51'+�+,-'�)1'5-)2)'+/�)51)(,-)56�78'-8'+�-8'�.,+-)(<9,++,-'�)/�,�<5)35�+,-'�=(<++'5-�<5)35�5'63-),-'1�+,-'>��,�/<+*'A+,-'��,�7')68-'1�<5)35�,*'+,6'�+,-'��,�/-,-'�,13.-'1�+,-'��3+�,/<..9'4'5-,9�(9,//)2)(,-)35�+,-'��5)35��,-'��1'5-)2)'+/

EFGFHEI�GJHK�LM NLMOPQR

STTUVJFFVWXOPQRFYWPZ[\ZTZ]X̂_WT̂Q_F̀NHaHEaabGFc HFd

��123��

�(''9����

��� :�&$% #�����;2�''('�'(-'(-.'./��������

�.)��=7�(�.6�����

��2����3������ �41236�����

�4��������6���� �

@ABAC@D�BECF�GH IGHJKLM

NOOPQEAAQRSJKLMATRKUVWUOUXSYZROYLZA[IC\C@\\]BÂ _À

�#####################################################################################################$!%&�'&�&()*+!�*,+�!--&!. �-(,/& �0�1������������������������� �����2�����������3������������0���� �4�5� � ���5����������� �������������������0�������������� ������ �������������������0������������$1'���������������������������������������������������������� 0������������������ �����6�

�����0� �������,��� �4�5������� ������7 ���������

���������� �4�5������ � ��������$1'�8��������$���� �4�5���(�7 ������������� � �4���� �4�����������9 �����4�����5�

������5������������

�4���� �������8/$'#,�����9 �����4����5� ������3������������8���������/����� ������$����'����

���������5���������� ����5�6������������� ��5�����������0������ ��������������7 ������4������ �1� ��!

�����������6 ����;�/<(�-������=��� ��;�/<(�-����>0�(�7 �����������4������ �4��� �������9 �����4�����5� ������3������������$������ �1� ��!

�������.��������������������/������ �����!4�� ���+�$�������������$�����������'/������������7 ������� � ��5���� �������� �����5?������������� ���5������ ������6�������5

��������������������4������������������� �����5� �5�������� ������5��������!

���������4�(�4����8��� �6��� ���5�����$����!�������8��� 0���$�������3������������!

���������4��(�4����8��� �������.��������������������/������ �����!4�� ���+�$�������������$�����������'/�������AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA����������&+'�,<�%&+&(!.�'&/* *,+B��������

CDEDFCG�EHFI�JK LJKMNOP

QRRSTHDDTUVMNOPDWUNXYZXRX[V\]UR\O]D̂LF_FC__̀EDa bDb

15-MR0972

Sheet 1 of 1

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

SECTION 602

MODIFIED REQUIREMENTS – ASPHALT MIXTURES

Project Number: 83-20 KA-7926-01

The asphalt mix listed in TABLE 1 has the following project mix requirements. [Reference TABLE

602-1, COMBINED AGGREGATE REQUIREMENTS].

TABLE 1: PROJECT MIX REQUIREMENTS

MIX CRITERIA SR-12.5A (PG70-28)(1)

AGGREGATE:

Coarse Angularity (min. %) 80

Uncompacted Voids-Fine (min. %) 43 Sand Equivalent (min. %) 40 Reclaimed Asphalt Pavement (RAP) (max. %) 25 RAP Bulk Specific Gravity 2.595

COMPACTION REVOLUTIONS:

Nini (level of compaction) 7 (<91.5) Ndes 75 Nmax 115

MIX:

VFA 65 - 82

(1) Between 0 and 25% RAP may be used. Use the material milled from the project as the RAP source. A RAP sample for the project will be available for at least 120 days after letting. The required binder and name shown below are based on the percent RAP used in the contract. The mix will be paid for at the bid price of

SR-12.5A (PG70-28).

Mix properties are for a 20 year design lane traffic range of 3.0 to less than 6.0 million ESALs.

8/3/26 C&M (BTH)

Percent RAP Name

0 SM-12.5A (PG70-28)

1 - 15 SR-12.5A (PG70-28)

16 - 25 SR-12.5A (PG64-34)

15-PS0018

STANDARD SPECIFICATIONS, EDITION 2015

COMBINATION, TIED BIDS ON 1R PROJECTS WITH FEDERAL-AID FUNDS

SECTION 102

BIDDING REQUIREMENTS AND CONDITIONS

Page 100-13, subsection 102.5. Delete subsection 102.5a.(2)(f) and replace with the following:

(f) Kansas-funded state projects “tied to” Federal-Aid funded state projects and Kansas-funded state projects “tied with” Federal-Aid funded state projects.

10-10-17 C&M Oct-17 Letting

15-PS0020-R2

KANSAS DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS, 2015 EDITION

SECTION 109

MEASUREMENT AND PAYMENT

Page 100-77, add subsection 109.1e(5):

(5) Electronic Ticketing (e-Ticketing) of Hot Mix Asphalt (HMA). Immediately after each truck is loaded and weighed at the HMA plant, generate an e-Ticket and upload it to the KDOT portal (https://tickets.ksdot.gov). If necessary, create an application programming interface (API) to integrate the e-Tickets with the KDOT portal. Update the API as needed to support the integration. Before beginning production of HMA on a project, connect to the project in the KDOT portal and verify that the required informational fields will be populated on the e-Tickets.

Fully integrate the e-Ticketing hardware and software with electronic scale and load read-out weighing system at the HMA plant. Design the e-Ticketing platform so that weight data cannot be altered. Provide a reliable and stable broadband internet connection and offline capabilities to prevent data loss if power or connectivity is lost.

If a stable internet connection cannot be sustained during material production, suspend plant production and paving or revert to the use of paper tickets if approved by the Engineer.

As a minimum, include the following information on each e-Ticket uploaded to the KDOT portal:

• Contractor;

• Plant ID;

• KDOT Project Number;

• KDOT Contract Number;

• HMA Mix Designation;

• Scale Operator Name;

• Date;

• Hauler;

• Truck Number;

• Daily Load Count;

• Gross Weight;

• Tare Weight;

• Net Weight;

• Legal Max Gross Vehicle Weight (GVW);

• Time at load out;

• Daily Total Tons of the HMA Mix Designation produced for the project.

Request the nomenclature requirements for the e-Ticket information from KDOT.

Display the identifying Truck Number on the driver side and passenger side of each haul truck. Ensure the

Truck Number can be safely read by the Road Inspector from the work area.

The Road Inspector will review each e-Ticket in the KDOT portal after the corresponding truckload is delivered to the project. The status will be changed from “pending” to “delivered” or “rejected,” any road waste quantity will be recorded, and notes may be added. A time stamp will be generated whenever the status is changed.

The Road Inspector or Engineer may update the status, quantity of road waste or notes after the initial review.

Reissue any e-Ticket that does not include the correct or required information. Do not reissue any e-Ticket that has been marked “delivered” or “rejected” without approval of the Engineer.

Complete, sign and retain KDOT Form No 251A or a Contractor-furnished materials receipt for each truckload in accordance with subsection 109.1e(3). If an e-Ticket has been uploaded to the KDOT portal by the time the corresponding truckload is delivered to the project, provide the original form or receipt to the designated Inspector by the end of the day. Otherwise, the truck driver shall provide the original form or receipt to the designated Inspector at the time of delivery to the project. If a stable internet connection cannot be sustained by the Inspector, the Engineer may require truck drivers to provide original forms or receipts to the designated inspector at the time of delivery to the project.

04-19-23 C&M (BTH)

l ll ll l l l l l l l l ll ll ll l l l l l l l l l l o

1400TH RD

G L N

C L N

1900TH RD

Z L N

2500TH RD

B L N

400TH RD

O L N

R L N

800TH RD

1600TH RD

1300TH RD

2600TH RD

C O R D

X L N

E L N

CO RD 503

2300TH RD

CO RD 509

Q L

NT

L N

N L N

950TH RD

Y L N

2650TH RD

U L N

B B L N

M L N

1400TH RD

CO RD 459

2400TH RD

C U R V E

A A L N

N L N

750TH RD

Q L N

1500TH RD

J

LN

Z L N

CO RD 491

200TH RD

2100TH RD

1000TH RD

900TH RD

600TH RD

300TH RD

1200TH RD

K L N

X L N

E E L N

1700TH RD

200TH RD

2200TH RD

M L N

700TH RD

900TH RD

2850TH RD

V L N

Y L N

H L N

C C L N

2000TH RD

2400TH RD

C O R D

CO RD 509

800TH RD

500TH RD

N O R T O N R D

RD 6 W

C C L N

150TH RD

W L N

I L N

CO RD 467

2500TH RD

D D

LN

2000TH RD

ROAD 37

P L N

C O R D 52L

LN

1800TH RD

D D L N

2100TH RD

B L N

400TH RD

R L N

700TH RD

15103

23526

10334

63130

221510

33427

252413

313019

4332821

35262314

252413

352623

53229

11235

272215

12136

33427

272215

1123526

362524

11235

13121

53229

282116

301918

292017

853229

282116

27221510

301918

43328

292017

P ra iri e

D ogC ree k

SpringBranc h

S o ut hF orkSapp aC re ek

NorthFo rk

S ap pa

C re ek

Be av er C ree k

Jo hns onDr aw

Sap paCr ee k

N o rt h F or k P ra iri e D og

C ree k

El kC re e k

Lo ng

B ra nc h

Cot ton

Cr eek

Plum Cr ee k

Bi g T im berCr ee k

N K C

N K C

K Y

LE

K Y

LE

K Y

LE

A lli so n

K an on a

Ly le

R S

RS 675

RS 182

R S

RS

RS 181

RS 180

RS

RS 901

R S

RS 676

RS 181

R S

RS

RS 183

RS 900

R S

RS 2209

RS

T O J C T.

U S

TO

JC

T.

U.

S.

T O N O R T O N

TO JCT. K-23

TO JCT. K-23

TO SELDEN

TO

S E

LD

E N

T O A T W O O D

Mc

CO

OK

N

EB

R.

TO

O be rli n

M un ic ip al

A irp or t

.6

1.6

3.

3.5

2.8

.4

18.0

.9

.0

12.4

-100°20'

°0 0'

°5 0'

°4 0'

-100°30'

-100°40'

-100°20'

-100°30'

-100°40'

°5 0'

°0 0'

°4 0'

Fu rn as

C ou nt y

Th om as Co

C ou nt y

S he rid an

Rawlins

Norton

County

County

C ou nt y

R ed

W ill ow

N eb ra sk a

O be rli n

(1 6)

D re sd en

(4 0)

Je nn in gs

(9 3)

N or ca tu r

(1

Le ov ill e

T ra er

C ed ar

B lu ffs

R25W

T S

T S

T S

R26W

T S

T S

R25W

T S

R26W

R27W

T S

T S

T S

R29W

T S

T S

R28W

T S

R30W

R29W

R30W

R27W

R28W

R26W T S

T S

R27W

T

ST0

2S

R26W

T S

R27W

R28W

T S

T0 2S

R30W

T S

T S

R29W

T S

R31W

R30W

R31W

R28W

R29W

M ile s

S E P T E M B E R

K D O T m ak es n o w ar ra nt ie s, g ua ra nt ee s, o r re pr es en ta tio ns fo r th e ac cu ra cy o f t hi s in fo rm at io n an d as su m es n o lia bi lit y fo r er ro rs o r om is si on s.

G E N E R A L H

IG

H W A Y M A P

D E C A T U R C O U N T Y

K A N S A S

P R E P A R E D B Y T H E

K A N S A S D E P A R T M E N T O F T R A N S P O R

TA

T

IO

N

B U R E A U O F T R A N S P O R

TA

T

IO

N P L A N N

IN

G

IN

C O O P E R A T

IO

N W

IT

H T H E

U .S . D

E P A R T M E N T O F T R A N S P O R

TA

T

IO

N

F E D E R A L H

IG

H W A Y A D M

IN

IS

T R A T

IO

N

H

IG

H W A Y M A R K E R S

In te rs ta te N u m b e re d H ig h w a y

K a n sa s T u rn p ik e A u th o ri ty

U .S N u m b e re d H ig h w a y

S ta te N u m b e re d H ig h w a y

H

IG

H W A Y C L A S S

IF

IC

A T

IO

N S

In te rs ta te

K an sa s T ur np ik e (K

TA

U .S . o r S ta te R ou te C on tr ol le d A cc es s

U .S R o u te D iv id e d

S ta te R o u te D iv id e d

S ta te R o u te U n d iv id e d

B O U N D A R

IE

S

S ta te C ap ito l

C ou nt y S ea t

P op ul at ed P la ce

Lo ca leC

IT

IE

S O R T O W N S o

C om m er ci al o

R eg io na l o

B us in es s o

C om m un ity o

B as ic

R ou nd ab ou t

In te rc ha ng e

R S R ou te U np av ed

M in or R oa d P av ed

M in or R oa d S oi l

R ai l T ra il

Le ve e or D ik e

D R A

IN

A G E

R O A D C L A S S

IF

IC

A T

IO

N S

R O A D S Y S T E M D E S

IG

N A T

IO

N

M A P S Y M B O L S

A

IR

W A Y S A N D A

IR

P O R T S

E nd o f D es ig na te d S ys te m

P oi nt s B et w ee n W hi ch

D is ta nc es a re M ea su re d l l

0.

C ou nt y R oa d S ys te m

1S T R D

R ur al S ec on da ry S ys te m

R S

M in or D ra in ag e

R iv er o r M aj or D ra in ag e

La ke , R es er vo ir, o r P on d

(w ith D am

M aj or R iv er

R S R ou te P av ed

M in or R oa d S to ne o r G ra ve l

U .S R o u te U n d iv id e d

S ta te B ou nd ar y

C ou nt y B ou nd ar y

M ili ta ry F or t B ou nd ar y

In di an R es er va tio n or H al f-

B re ed L an d

S ec tio n Li ne

P ar k or W ild lif e A re a

N at ur al o r C on cr et e F or d

R ai lro ad

B rid ge C lo se d to T ra ffi c

B rid ge O pe n to T ra ffi c

In co rp or at ed C ity L im it

(P op ul at io n)

U rb an B ou nd ar y

83-20 KA 7926-01

General Notes

7/13/2026

83-20 KA 7926-01

Note

1. This Project is US 83 from the north end of the PCCP at US 36/US 83 JCT to the KS/NE State

Line in Decatur County. The scope includes a 2.5” mill and inlay with a 1.5” overlay.

Information is given on the Superelevated sections, and the Contractor shall use these to construct the superelevation to the desired slopes outlined on these documents. The locations of these superelevated areas are laid out in the information labeled Curve #6, #7, #8, #9 and

#10

2. The contractor is responsible for establishing and maintaining centerline of the traveled way for the duration of the project. Splitting the traveled way with a tape measure is an acceptable technique to establish centerline. This work is considered subsidiary to other items in the contract.

3. The Contractor is to mill as close as possible to 2.5” during the superelevation corrections but shall not mill more than 4”. The engineer may allow less than 2.5” to be milled if it is determined to be the most appropriate action. Variable depth asphalt may be used to compete the correction of the superelevation.

4. In Typical C the elevation of the existing road is not to be raised from the beginning of the guardrail on the entrance side to the end of the guardrail on the exit side. These areas will be milled an inlaid the total 4”.

5. The Contractor must mill and inlay any section of the roadway on the same day. No traffic will be allowed on the milled surface, and the Contractor must have a contingency plan in case of bad weather or breakdown.

6. The Contractor shall establish and construct the transitions into and out of the superelevated sections using the table provided with the contract documents. This work will be paid for under the bid item construction staking.

7. The Contractor shall provide KDOT with documentation of the areas depicted in Curves #6, #7, #8, #9 and #10 showing the slopes and elevations prior to construction. With this documentation the Contractor shall provide the engineer a plan of corrective action. The engineer shall approve this corrective action prior to construction. After construction is completed, documentation shall be provided to KDOT in these areas showing the as built elevation and slopes. This work will be paid for under the bid item construction staking.

8. The Contractor must place the 1.5” overlay in the Curb and Gutter section as depicted in

Typical B within 2 calendar days of milling is completed.

Project No.

General Notes

7/13/2026

9. All millings will become the property of the contractor. Milling thickness will be adjusted at the beginning and ending of the project, and at bridge approaches as well as all grade crossing to allow for a smooth transition. These transitions shall be maintained until construction of the areas is complete and the transition is no longer necessary.

10. Contact the local KDOT Atwood Area office at (785)-513-4000 for the location of the RAP sampling stockpile.

11. Contractor shall comply with table 805-4 in the latest version of Special Provision

15-08019.

TYPICAL SECTION A

2nd lift 1.5 in. Overlay

C

1st lift 2.5 in. Inlay

Slope Varies 2.5 inch Mill

1:1 @ edge of Asphalt

Match Existing Surface

30 ft or varies 3ft+ wedge not to scale

• Typical slope 1.56 % on tangents and on super-elevated sections to match existing super or as directed by the

Engineer.

• Existing surface may be irregular and contain edge ruts. Contractor to fill to finished slope. Material for wedges shall be furnished by the contractor and paid for as “Pavement Edge Wedge (Rock)”.

• To allow for a reasonable transition the overlay is to be tapered approximately three feet at all paved side roads and entrances (except those that are approved to be fully paved).

ROADWAY WIDTHS

Approx.

Location mile Width Mill

SQYDS

Inlay

SQYDS

Overlay

SQYDS

Curb and Gutter Section .317 See Typical B

Normal Roadway 9.016 30 158,682 158,682 158,682

Taper out of C& G NB Lane .009 34.5 182 182 182

Extra Shld Area SB Lane .078 39 1,785 1,785 1,785

Tapers Passing Lane @ Votapka .111 36 2,344 2,344 2,344

Passing Lane at Votapka .408 42 10,053 10,053 10,053

Tapers Pass Lane NB .110 36 2,323 2,323 2,323

Pass Lane NB .523 42 12,887 12,887 12,887

Tapers NB Feedlot .090 35 1,848 1,848 1,848

Tapers NB Feedlot Widening .071 40 1,666 1,666 1,666

Tapers SB Feedlot Widening .063 33.5 1,238 1,238 1,238

SB Feedlot Widening .092 37 1,997 1,997 1,997

Tapers DD Road Wid SB .055 35 1,129 1,129 1,129

Wid DD Road SB .020 40 469 469 469

Tapers Pass Lane Cedar Bluffs .085 36 1,795 1,795 1,795

Passing Lane Cedar Bluffs .909 42 22,398 22,398 22,398

Bridge #23 .071 33.5 1,395 1,395 1,395

Bridge #24 .118 34 2,354 2,354 2,354

Bridge #25 .123 34 2,453 2,453 2,453

Bridge #26 .129 33.5 2,535 2,535 2,535

Total 12.398 229,533 229,533 229,533 Beginning at the north end of the PCCP at US36/US 83 JCT; Then North 12.398 Miles to the Kansas/Nebraska State Line

RATE OF APPLICATION

1ST Lift Quantity based on SR- 12.5A @.1359 T/yd2

2nd Lift Quantity based on SR-12.5A @.0816 T/yd2

PG 70 - 28

SS-1H @ .05 gal/yd2

AS-1 @ 180 Tons/Mile

Date: 10/20/2025 12:43 PM

KANSAS DEPARTMENT OF

TRANSPORTATION

Decatur Co. PROJ. NO. TITLE: OLROCKW

Rock Wedge

Rock Wedge

83-20 KA 7926-01Page 4 of 23

TYPICAL SECTION B

C 2nd lift 1.5 in. Overlay

Slope Varies 4.0 in. Mill

1st lift 2.5 in. Overlay

Existing Width 48 foot not to scale

ROADWAY WIDTHS

Approx.

Location mile Width SqYds

Curb and Gutter .317 48 8,927

Total .317 8,927

Curb and Gutter section in Oberlin from end of PCCP North .317 miles to end of Curb and

Gutter

RATE OF APPLICATION

1ST Lift Quantity based on SR- 12.5A @.1359 T/yd2

2nd Lift Quantity based on SR-12.5A @.0816 T/yd2

PG 70 - 28

SS-1H @ .05 gal/yd2

Date: 10/14/2025 10:43 AM

KANSAS DEPARTMENT OF

TRANSPORTATION

Decatur Co. PROJ. NO. TITLE: MILLOLCURB 83-20 KA 7926-01

Full Depth Mill 50' Taper

50' Taper 2.5" to 4" Full Depth Mill

Taper (FT) Full Depth (FT) Width (Ft) Taper SqYDS Full Depth SQYD *Tons

50 0 40 222 0 9

50 220 Varies 167 768 67

50 228 Varies 167 838 73

50 180 Varies 167 725 64

50 170 Varies 167 678 60

50 150 Varies 167 652 58

50 150 Varies 167 652 58

50 150 Varies 167 633 56

50 150 Varies 167 672 59

50 0 30 167 0 7

1725 5618 511

Decatur County 83-20 KA 7926-01 Milling

Total this page

Millings…