Bid Notice-Milling _ HMA Overlay - Herndon.pdf

PDF 5 MB Posted

Attached to
Milling & HMA Overlay - Herndon
Solicitation number
526096323
Issued by
Rooks County, Kansas

About this file

This is a bid notice and contract proposal document issued by the Kansas Department of Transportation (KDOT) for a state-funded highway construction project in Rawlins County. The project involves milling and hot mix asphalt (HMA) overlay work on K-117 from the US 36/K-117 junction north to the Rawlins County/Nebraska state line, spanning 11.977 miles. The scope includes approximately 18,515 tons of HMA overlay (SR-12.5A, PG 64-28), 8,853 tons of milling, 36 tons of emulsified asphalt, 404 tons of commercial-grade HMA, pavement edge wedging, and comprehensive pavement marking (126,120 linear feet of white multi-component markings and 82,320 linear feet of yellow markings). The letting date is September 16, 2026, with proposals accepted electronically through the Bid Express website until 1:00 p.m. Local Time on that date. Proposals will be opened and read at 3:00 p.m. Local Time at KDOT's Eisenhower State Office Building in Topeka via conference call. The contractor must execute the contract within ten business days of award. The project has a restricted working period of 35 days to open the project to unrestricted traffic and a total contract completion period of 45 days, with an earliest start date of September 13, 2027.

The project is funded entirely through state funds. Bidders must be prequalified with KDOT and must notify KDOT of their intent to bid as a prime contractor by 5:00 p.m. on the Monday preceding the letting date. Contractors are required to submit a current Kansas Department of Revenue Tax Clearance Certificate at the time of contract award and may elect to accept or reject provisions for price adjustments related to fuel, asphalt material, and emulsified asphalt. Subcontractors must also obtain current Tax Clearance Certificates. Contractors must complete several required contract provisions including noncollusion certification, financial prequalification verification, and EEO compliance documentation. The bid bond and all required documentation must be submitted electronically through the AASHTO Project Bids software and Bid Express platform. Contract documents, including standard specifications, plans, special provisions, and exploratory work documents, are available on KDOT's website or at the Rawlins County Clerk's Office. The Secretary reserves the right to reject any and all proposals and waive any technicalities.

View the file

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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: K117-077 KA 8074-01

CALL ORDER NUMBER: 632

PROPOSAL NUMBER: 526096323

LETTING DATE 09/16/2026

COUNTY: RAWLINS

FUND TYPE: STATE

ATWOODKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

MILLING AND HMA OVERLAY. K-117; FR US 36/ K117 JCT N TO THE

NE/KS SL RA CO. LGTH 11.977 MI.

RESTRICTED DAYS

(35)

TOTAL CONTRACT DAYS

(45)

SEPTEMBER 13, 2027

Earliest Start Date:

Latest Start Date:

9:45:23AM8/19/2026 @

Letting 09/16/2026 Kansas Department of Transportation Project No. K117-077 KA 8074-01

Contract No. 526096323

K117-077 KA 8074-01 K117-077 KA 8074-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526096323

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.:

K117-077 KA 8074-01 / K117-077 KA 8074-01

The general scope, location and net length are:

MILLING AND HMA OVERLAY. K-117; FR US 36/ K117 JCT N TO

THE NE/KS SL RA CO. LGTH 11.977 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: FAF3278B61

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

_35_ Restricted Days and shall complete the work within the total Contract Working Days of _45_.

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: FAF3278B61

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: FAF3278B61

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: FAF3278B61

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION LIST

PAGE:

DATE:

08/12/26

STATE PROJECT NO: K117-077 KA 8074-01 STATE CONTRACT NO: 526096323

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: RAWLINS3

MILLING AND HMA OVERLAY. K-117; FR US 36/ K117 JCT N TO THE NE/KS SL RA

CO. LGTH 11.977 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 (CN,CM,ED,EK,GO,GL,ME,MT,NS,PL,RA,RH,SM,ST & WH

COUNTIES)

KS20260130

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

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: K117-077 KA 8074-01 STATE CONTRACT NO: 526096323

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: RAWLINS3

MILLING AND HMA OVERLAY. K-117; FR US 36/ K117 JCT N TO THE NE/KS SL RA

CO. LGTH 11.977 MI.

PROVISION NO. DESCRIPTION

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

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

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

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

STORMWATER POLLUTION MANAGEMENT15-09002-R05

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

3MODIFIED REQUIREMENTS – ASPHALT MIXTURES15-MR0974

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: FAF3278B61

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: FAF3278B61

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: FAF3278B61

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: FAF3278B61

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: FAF3278B61

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: FAF3278B61

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: FAF3278B61

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 $4,000.000 $4,000.00

MAINTENANCE AND RESTORATION OF HAUL ROADS (SET PRICE) /

Section 01 Total $4,030.00

Section 02

ASPHALT SURFACING ITEMS

6 060242 18515.000 TON

HMA OVERLAY (SR-12.5A) (PG 64-28) /

7 081699 18515.000 TON

QUALITY CONTROL TESTING (HMA) /

8 083447 36.000 TON

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

9 041003 404.000 TON

HMA-COMMERCIAL GRADE (CLASS A) /

10 081773 8853.000 TON

MILLING /

11 080465 1.000 TON $250.000 $250.00

MATERIAL FOR HMA PATCHING (SET PRICE) /

12 011750 1.000 EACH $50.000 $50.00

ASPHALT CORE (SET PRICE) /

13 000063 1.000 EACH $1.000 $1.00

ASPHALT AIR VOID PAY ADJUSTMENT /

14 000062 1.000 EACH $1.000 $1.00

ASPHALT DENSITY PAY ADJUSTMENT /

15 070912 632.400 STAL

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

16 070923 632.400 STAL

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

17 081050 2156.000 TON

PAVEMENT EDGE WEDGE (ROCK) /

18 010114 1.000 MGAL $40.000 $40.00

WATER (GRADING) (SET PRICE) /

Section 02 Total $342.00

Section 03

PAVEMENT MARKING ITEMS

Contractor: Page 12 Check: FAF3278B61

19 023140 126120.000 LNFT

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

20 023143 82320.000 LNFT

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

21 023142 12.000 LNFT

PAVEMENT MARKING (MULTI-COMPONENT) (WHITE) (24") /

Section 03 Total

Item Total $4,372.00

Contractor: Page 13 Check: FAF3278B61

�� ������������������������������������������������������������������������������(��0����1�������������������������������������������������������������������.����������������������2���#��-3/(.�(450-,(���3-(.6�3.�� .077�.0���60��3��888888889���8����������������������8��1111111111111111111111111111111111111111111111111111111111111111�0.3�����1��:��;�������������������������������������������������������������.����������������������2���#��0.3�/3.�(.'���.5��5.678888888888888888888888888888889��<8���������������������;8��1111111111111111111111111111111111111111111111111111111111111111��5�����<1��<�����<����<�����������������������������������������������������.����������������������2���#���.5��� .0=(.��322�.36 ��.5��8888888888888888888888889���8���������������������8���.5��� .0=(.��276�>( �6� �73/>3?888888888888888888889��<8���������������������8���.5��� .0=(.�� 5,-�6� ��6� (,888888888888888888888889���8:<�������������������8���.5��� .0=(.���/6�(.��.5��888888888888888888888888889��:8�:�������������������8���.5��� .0=(.���-0��5-��.5��88888888888888888888888889���8�<�������������������8���.6220���3��.37�����(.=0�(� .0=(.88888888888888888889��;8���������������������8���(.=0�(,6���(450-,(��88888888888888888888888888888889���8���������������������8:;3-(.6�3.����.0-0���,6�"0�(888888888888888888888888889��<8<�������������������;8;<3-(.6�3.��.3�3�,077��.35� ,6�888888888888888888888889���8���������������������8��3-(.6�3.��.3�3�,0778888888888888888888888888888888889��:8���������������������8��3-(.6�3.����.6��3.88888888888888888888888888888888889���8�;�������������������8��3-(.6�3.�����.(( 888888888888888888888888888888888889���8���������������������8��3-(.6�3.�����.6-(.88888888888888888888888888888888889���8���������������������8��3-(.6�3.���.377(.888888888888888888888888888888888889��;8�:�������������������8��3-(.6�3.���-6=(.��@6�-"67�'�6��.(�6�('�6� ��3��.(�(A88888888888888888888888888888888888888888889���8���������������������8��3-(.6�3.���,(�"6�0�8888888888888888888888888888888889���8���������������������8��3-(.6�3.���,6�(.067��.6��2(.�=("0�7(88888888888888889���8<��������������������8��3-(.6�3.���736 (.888888888888888888888888888888888889���8:��������������������8��3-(.6�3.����.6 (.�>76 (888888888888888888888888888889��:8�<�������������������8�:3-(.6�3.��� 0��.0>5�3.8888888888888888888888888888889���8�<�������������������8��3-(.6�3.����.6�(8888888888888888888888888888888888889���8��������������������:8��3-(.6�3.����3��.(�(��6/888888888888888888888888888889���8:��������������������8��3-(.6�3.����3��.(�(�20�0�"0���,6�"0�(8888888888888889���8���������������������8��3-(.6�3.���>577 3B(.888888888888888888888888888888889��:8�:�������������������8�:3-(.6�3.���>.33,��/((-(.88888888888888888888888888889���8�;�������������������8��

CDEDFCG�EHIJ�KL MKLNOPQ

RSSTUHDDUVWNOPQDXVOYZ[YSY\W]̂VS]P̂D_MFIFCIJ̀IDJ JDa

�������������������������������������������������������������������������������������������������������������������������������������������� ���������������������������������������������������������������������������
�!!������ ����������������������������������������������������������������������������"���

��������������������������������������������������������������������������������''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''%�������'��()(*+(�,-.(�/,(0),*1(2�34,�),-3.�/(,34,5*674/(,-.*46�.4�89*)9�8(:2*67�*0�*6)*2(6.-:�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�4.(���<()=.*+(��,2(,�>��?��$���"��0.-1:*09*67��-*2��*)@��(-+(34,��(2(,-:� 46.,-).4,0�-//:*(0�.4�-::�)46.,-).0�0=1A().�.4�.9(�-+*0' -)46��).�34,�89*)9�.9(�)46.,-).�*0�-8-,2(2�>-62�-6B04:*)*.-.*46�8-0�*00=(2?�46�4,�-3.(,�C-6=-,B��"���������3�.9*0)46.,-).�*0�)4+(,(2�1B�.9(���"�.9(�)46.,-).4,�5=0.�/,4+*2((5/:4B((0�8*.9���94=,�43�/-*2�0*)@�:(-+(�34,�(+(,B�$��94=,0.9(B�84,@"�=/�.4�&��94=,0�43�/-*2�0*)@�:(-+(�(-)9�B(-,��5/:4B((0�5=0.�1(�/(,5*..(2�.4�=0(�/-*2�0*)@�:(-+(�34,�.9(*,486�*::6(00"�*6A=,B�4,�4.9(,�9(-:.9',(:-.(2�6((20"�*6):=2*67/,(+(6.*+(�)-,(D�.4�-00*0.�-�3-5*:B�5(51(,�>4,�/(,046�894�*0:*@(�3-5*:B�.4�.9(�(5/:4B((?�894�*0�*::"�*6A=,(2"�4,�9-0�4.9(,9(-:.9',(:-.(2�6((20"�*6):=2*67�/,(+(6.*+(�)-,(D�4,�34,�,(-0460,(0=:.*67�3,45"�4,�.4�-00*0.�-�3-5*:B�5(51(,�>4,�/(,046�894�*0:*@(�3-5*:B�.4�.9(�(5/:4B((?�894�*0�-�+*).*5�43"�245(0.*)+*4:(6)("�0(<=-:�-00-=:."�4,�0.-:@*67����22*.*46-:�*634,5-.*4646�)46.,-).4,�,(E=*,(5(6.0�-62�84,@(,�/,4.().*460�=62(,�.9(���*0�-+-*:-1:(�-.9../0���888�24:�74+�-7(6)*(0�892�74+(,65(6.')46.,-).0��4.(���<()=.*+(��,2(,��$�&��7(6(,-::B�-//:*(0�.4�)46.,-).0�0=1A().�.4�.9(��-+*0' -)46��).�.9-.�8(,(�-8-,2(2�46�4,�1(.8((6�C-6=-,B��"����&�-62�C-6=-,B���"�����"�-62�.9-.�9-+(�64.�1((6�,(6(8(2�4,�(<.(62(2�46�4,�-3.(,�C-6=-,B�$�"��������<()=.*+(��,2(,��$�&��24(0�64.�-//:B�.4�)46.,-).0�0=1A().�46:B�.4�.9(��-+*0' -)46��(:-.(2��).0�,(7-,2:(00�43�89(6�.9(B�8(,(�-8-,2(2���3�-�)46.,-).�*0�0=1A().�.4��<()=.*+(��,2(,��$�&�"�.9(�)46.,-).4,�5=0.�/-B�-::�)4+(,(2�84,@(,0�-.�:(-0.���$��&�/(,�94=,�>4,�.9(�-//:*)-1:(�8-7(�,-.(�:*0.(2�46�.9*0�8-7(�2(.(,5*6-.*46"�*3�*.�*0�9*79(,?�34,�-::�94=,0�0/(6.�/(,34,5*67�46�.9(�)46.,-).�3,45�!-B���"�����"�.9,4=79��()(51(,�$�"���������9(�-//:*)-1:(��<()=.*+(��,2(,�5*6*5=5�8-7(�,-.(�8*::�1(�-2A=0.(2�-66=-::B��22*.*46-:�*634,5-.*46�46�)46.,-).4,�,(E=*,(5(6.0�-62�84,@(,�/,4.().*460�=62(,��<()=.*+(��,2(,��$�&��*0�-+-*:-1:(�-.�888�24:�74+�892�74+)46.,-).0�#6:*0.(2�):-00*3*)-.*460�6((2(2�34,�84,@�64.�*6):=2(2�8*.9*6.9(�0)4/(�43�.9(�):-00*3*)-.*460�:*0.(2�5-B�1(�-22(2�-3.(,-8-,2�46:B�-0�/,4+*2(2�*6�.9(�:-14,�0.-62-,20�)46.,-).�):-=0(0>�� ���&�&�>-?�>�?�>***??�'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''�9(�142B�43�(-)9�8-7(�2(.(,5*6-.*46�:*0.0�.9(�):-00*3*)-.*460-62�8-7(�,-.(0�.9-.�9-+(�1((6�34=62�.4�1(�/,(+-*:*67�34,�.9(.B/(>0?�43�)460.,=).*46�-62�7(47,-/9*)�-,(-�)4+(,(2�1B�.9(�8-7(2(.(,5*6-.*46���9(�):-00*3*)-.*460�-,(�:*0.(2�*6�-:/9-1(.*)-:4,2(,�=62(,�,-.(�*2(6.*3*(,0�*62*)-.*67�89(.9(,�.9(�/-,.*)=:-,,-.(�*0�-�=6*46�,-.(�>)=,,(6.�=6*46�6(74.*-.(2�,-.(?"�-�0=,+(B,-.("�-�8(*79.(2�=6*46�-+(,-7(�,-.("�-�0.-.(�-24/.(2�,-.("�4,�-0=//:(5(6.-:�):-00*3*)-.*46�,-.(�

FGHGIFJ�HKLM�NO PNOQRST

UVVWXKGGXYZQRSTG[YR\]̂\V\_Z̀aYV̀SaGbPILIFLMcLGM IGd

����������
������
����
��������
������������������
�������������������������
�������
����������
�����������������������������
�!�"#�$��%&'�()*+,�))-�)./)*/0)01!�&'�(��������������
�������������������������� ���
������
����
��������������
����
�����������������������������������#�$�����������&��$�
�!)*+,���������������������������$�
�������������!!��&��$�
��'�����)*+,!�2���#���$�
��))-�������#�$�������������
��������
�����������������
$�������!�2�������)./)*/0)01������#�$���������������������������$������
�����������
��!�������
������������
�����
�����������
�����������������
���$�������
�
��
������345�������
��������������������
$���6�7�8����
���������������������!��������
�������
������
�2��������������
������������������������
����
��������
�������������������������������*))9������������
��
�����
�������������������
������������
���!�":�(&'"%�����;4�))*)�)*/)*/0)01!�����������������������
����������������������
���
��!�;4���������������������;���!2���#����$�
��))*)�������#�$�������������
��������
�����������������
$�������!�2�������)*/)*/0)01������#�$�����������������������������
$���������������������
��������$������
�����������
���
��!�������
������������������������
����������������
�����������
���
��������������������
$����������������
����������!��
������
������
�2��������������
������������������
������������������
����
������6������������0+��=��*!08���
����������������������������
���
���������
��������
����� ��$������������������
���
������������������
���
��
�����������
����
��������������������!��������������
���
���������������
����
��
�����������
������$� ��������������������������������
���!�"#�$��%���='0)00�)).>/0./0)01!����������������
������������������������
��������
����
������������
��������
���������
�������������������!�='���������������������=��
���!�0)00�������
���������
�����������������������������������
�����
����!�2���#����$�
��)).�������#�$�������������
���������
�����������������
$�������!�2������>/0./0)01�������#�$������������������
����$������������
������������������������
�������
�������������
!���������
����� ������ �
$�������������������������
������������!�4���
�����3�������4��
�5��������63458�����������
�������������������
�������
�0+��=��*!>6�86*8!����������������
������
�2��������������
��������������������������������������
������������
�������� ��������6�

������8����

�$����
����������
�0+��!=!��*!?6�8�6�8!��"#�$��%���("0)0?�)).)*/)?/0)01!����
��������������
�����
������������!�("

@ABAC@D�BEFG�HI JHIKLMN

OPPQREAARSTKLMNAUSLVWXVPVYTZ[SPZM[A\JCFC@FG]FAG ]Â

�������'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''(%)*�+*�*,�-.%�-/.�%00*%1 �0,/2* !3�4

����5�������

��6����������� 3� ������������3�

������������3�

��(4+������������� ����������������3�

���7

��3�������� ����8������������� �������������������������������������������(4+�9�

��� ��������,�8�������

�����6������������9�

��4����+������ �����1 �������������������2� ��+2����!�,��

�����8����������� ���������������������������(4+�9�

������2� ��,�8�������

������92(+'/�����:�������������� �����6������������9�

������2�

��4����+������ �����1 �������������������2� ��+2����!��3�-��

����7������ 3���

���8������������

��4����%��� ����7 ����<�2=,�0

���<�2=,�0 ��� 3�,�8�����������������

�����6������������(

��4����%��� �����1 �������������������2� ��+2����!�������8���������������

�7� �������3��� �������8���������

����������������3�-�������������

����,������9� ���7�������������( ���9� ��3���(�������6������������%��� �����,������9� �����1 �������������������2� ��+2����!��AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA����������*.+�/=�)*.*,%1�+*2- -/.B��������

CDEDFCG�EHIJ�KL MKLNOPQ

RSSTUHDDUVWNOPQDXVOYZ[YSY\W]̂VS]P̂D_MFIFCIJ̀IDJ aDa

15-MR0974

Sheet 1 of 1

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

SECTION 602

MODIFIED REQUIREMENTS – ASPHALT MIXTURES

Project Number: 117-77 KA-8074-01

Page 600-5, replace subsection 602.3d wsith the following:

d. Combined Aggregates. Provide combined aggregates for the mixes required in the Contract Documents as shown in TABLE 602-1.

Mixes may use any combination of aggregate and mineral filler supplements complying with the applicable requirements in TABLES 1103-1 and 1103-2.

Provide materials with less than 0.5% moisture in the final mixture.

The maximum quantity of crushed steel slag used in the mix is 50% of the total aggregate weight.

Natural sand shall be called SSG-1, SSG-2, etc. in the mix design.

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 (PG64-28)(1)

AGGREGATE:

Coarse Angularity (min. %) 75

Uncompacted Voids-Fine (min. %) 41 Sand Equivalent (min. %) 40 Reclaimed Asphalt Pavement (RAP) (max. %) 40 RAP Bulk Specific Gravity 2.553

COMPACTION REVOLUTIONS:

Nini (level of compaction) 7 (<92.0) Ndes 75 Nmax 115

MIX:

VFA 65 - 82

(1) Between 0 and 40% 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 (PG64-28).

Mix properties are for a 20 year design lane traffic range of 0.3 to less than 3.0 million ESALs.

8/3/26 C&M (BTH)

Percent RAP Name

0 SM-12.5A (PG64-28)

1 - 15 SR-12.5A (PG64-28)

16 - 40 SR-12.5A (PG58-34)

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)

ROAD 15

ROAD 9

CO

R D

CO

R

D Q.

RO

AD

T

ROAD 25

RO

AD

C

ROAD 22

ROAD 12

ROAD 32

RO

AD

G

ROAD 7

ROAD 23

RO

AD

V

RO

AD

B

RO

AD

E E

RO

AD

R

ROAD 34

UP

PE

R

CA

NY

ON

R D

RO

AD

L

ROAD 7

CO RD 441

ROAD 24

ROAD 10

ROAD 21

RO

AD

R

SATTLER RD

ROAD 9

ROAD 22

RO

AD

U

GRILL RD

ROAD 26

ROAD 11

ROAD 17

RO

AD

P

ROAD 13

ROAD 32

RO

AD

I

SOUTH FORK SAPPA CRK

CO RD 407

ROAD 6

ROAD 23

RO

AD

W

RO

AD

E E

RO

AD

P

ROAD 18

RO

AD

L

ROAD 35

ROAD 3

ROAD 8

CO RD EE

CO RD 316

CO

R

D N

RO

AD

X

ROAD 21 50

RO

AD

N

ROAD 15

RO

AD

Z

CO RD 391

ROAD 36

RO

AD

V

RO

AD

AA

ROAD 27

ROAD 12

ROAD 16

BE

AV

ER

C

RE

EK

R D

ROAD 14

ROAD 34

RO

AD

K

STONEY RD

CO RD 439

RO

AD

BB

RO

AD

W

CO

R

D H

ROAD 24

ROAD 18

RO

AD

F5

ROAD 11

RO

AD

S

15103

35262314112

252413121

322920178

3328211694

26231411

36252413121

28211694

33427

15103

352623

14112

252413121

63130

53229201785

433282116

34272215103

235262314112

136252413121

3130191876

3229201785

2821169

334272215103

2314112

36252413121

313019187

532292017

43328211694

272215103

2314112

36252413121

6313019187

5322920178

21169

15103

23526231411

13625241312

30191876

43328211694

33427221510

235262314

252413121

3130191876

322920178

85322920178

4332821169

33427221510

23526231411

13625241312

332821169

151033427221510

235262314112

1312136

292017

94332821169

1033427221510

1123526231411

1213625241312

3019187

5322920178

4332821169

33427221510

23526231411

262314

1312136252413

13625

1876313019187

20178532292017

211694332821

22151033427

2314112352623

2413121362524

191876

313019

85322920

211694332821

2215103342722

2314112352623

13121362524

191876313019

2017853229

1694332821

1510334

9433282116

10334272215

235262314

1213625

7631301918

322920178

4332821169

27221510

23526231411

13625

3526231411

3625241312

33282116

36252413

313019187

322920178

332821169

3427221510

3526231411

36252413

332821169

3427221510

36252413

31301918

32292017

33282116

36252413

32292017

3130191876 63130191876 19187 7631301918763130

853229

31301918

32292017

Fourth Guide Meridian West

Fir st

St an da rd

Pa ral lel S ou th

NorthForkDriftwoodCree k

Sou t h

Fork

Sappa Cree k

So ut hForkDriftw oo d

Cree k

Be av er Cr eek

LittleBeav er Cr eek

No rth

Fo rk

Sapp aC ree k

EastForkBurntwoo dC reek

MiddleF ork

Sa pp aC ree k

W es tF orkBurntwoodCreek

No rt h

Be av er Cree k

NK

C

Ac hil les

Be ard sle y

Bla ke ma n

Mc do na ld

Lu de ll

He rnd on

Atw oo d

RS 889

RS 553

RS

RS 888

RS 892

RS 1421

RS 410

RS 750

RS

RS

RS 1764

RS

5 RS 1943

RS 892

25 25

Co un ty

DecaturCounty

Co un ty

Re d

Wi llo w Co un ty

Sh erm an Co un ty

Th om as

CheyenneCounty

Hit ch co ck

Co un ty Du nd y

Ne br as ka

Ne br as ka

R32W

R36W

T0 1S

R37W

T0 2S

R31W

T0 1S

R33W

T0 3S

R35W

T0 2S

T0 3S

T0 4S

R33W

R36W

R34W R34W

R35W

R37W

R31W

T0 4S

T0 5S

T0 5S

R32W R31W

R35W

T0 1S

T0 2S

T0 1S

R36W

T0

3SR30W

T0 2S

R32W

T0 4S

R34W

T0 3S

T0 4S

T0 5S

R32W

R35W

R33W R33W

R34W

R36W

R30W

T0 5S

T0 6S

T0 6S

R31W

°00

°50

-101°00'

-101°10'

-101°20'

°40

-100°50'

-101°00'

-100°50'

-101°10'

-101°20'

°50

°00

°40

Mi les

JU

NE

19s

KD

OT

m ak es no w arr an tie s, gu ara nte es , o r rep res en tat ion s f or the ac cu rac y o f th is inf orm ati on an d a ss um es no lia bil ity fo r e rro rs or om iss ion s.

GE

NE

RA

L H

IG

HW

AY

M

AP

RA

WL

IN

S C

OU

NT

Y

KA

NS

AS

PR

EP

AR

ED

BY

TH

E

KA

NS

AS

D

EP

AR

TM

EN

T O F T

RA

NS

PO

RT

AT

IO

N

BU

RE

AU

O F T

RA

NS

PO

RT

AT

IO

N

PL

AN

NI

NG

IN

C

OO

PE

RA

TIO

N

WI

TH

TH

E

U.

S.

DE

PA

RT

ME

NT

O

F T

RA

NS

PO

RT

AT

IO

N

FE

DE

RA

L H

IG

HW

AY

A

DM

IN

IS

TR

AT

IO

N

HI

GH

WA

Y M

AR

KE

RS

HI

GH

WA

Y C

LA

SS

IFI

CA

TIO

NS

RO

AD

C

LA

SS

IFI

CA

TIO

NS

BO

UN

DA

RI

ES

CI

TIE

S

OR

TO

W

NS

DR

AI

NA

GE

RO

AD

S

YS

TE

M

DE

SI

GN

AT

IO

N

MA

P S

YM

BO

LS

Ru ral

Se co nd ary

S ys tem

RS

En d o f D es ign ate d S ys tem Co un ty

Ro ad

Sy ste m 1S

T R D

Co un ty Se at Po pu lat ed P lac e

Lo ca le

Ka ns as Tu rnp ike

(K

TA

Int ers tat e

Co ntr oll ed

Ac ce ss

US

R ou te

- D ivi de d

US

R ou te

- U nd ivid ed Sta te Ro ute

- D ivid ed

Sta te

Ro ute

- U nd ivi de d

RS

R ou te

- P av ed

RS

R ou te

- U np av ed Mi no r R oa d -

Pa ve d Mi no r R oa d -

G rav el Mi no r R oa d -

So il

Ro un da bo ut Int erc ha ng e Sta te Sy ste m

Br idg e Ra ilro ad

Co un ty Bo un da ry Sta te Bo un da ry

Se cti on Li ne Pa rk or

Wi ldl ife Ar ea Inc orp ora ted C ity Li mi t

Ur ba n A rea

Mi lita ry Fo rt B ou nd ary

Ind ian

R es erv ati on or

Ha lf-B ree d L an d

Int ers tat e N um be red

H igh wa y

Ka ns as Tu rnp ike

Au tho rity

U.

S.

Nu mb ere d H igh wa y

Sta te Nu mb ere d H igh wa y

La ke or R es erv oir Riv er or

Ma jor

D rai na ge

Sta te

Ca pit ol

117-77 KA 0000-01

General Notes

3/31/2026

117-77

Note

1. 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.

2. The contractor may mill prior to the overlay The overlay shall be placed within 5 calendar days.

3. Contractor must place and maintain smooth transitions to bridges and the ends of the project if they elect to mill prior to the overlay.

4. 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.

5. Contact the local KDOT Phillipsburg Area office at (785)-302-6200 for the location of the

RAP sampling stockpile.

Project No. KA 8074-01

TYPICAL SECTION A

C

2.0 in. Overlay

1:1 @ edge of Asphalt 1.0” Cold Mill

Match Existing or Varies not to scale

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

• Typical shoulder slope 4.20 % on tangents and on super-elevated sections to match existing super or as directed by the Engineer.

• 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. Mill Overlay Location mile Width SqYds SqYds

Normal Roadway 11.803 24 166,186 166,186

250’ Each Side of Old Railroad .095 See Typical B

Junction @ US 36 .079 33 1,529 1,529

2-50’ Radii @ US 36 Varies 119 119

Total 11.977 167,834 167,834

Beginning at JCT U36/K117: Then North 11.977 miles to KS/NE State Line

RATE OF APPLICATION

Quantity based on SR- 12.5 @.1088 Ton/yd2

PG 64-28

SS-1H @ .05 gal/yd2

Millings Computed at 140 LBS/CuFt

AS1 Pavement Edge Wedge Computed @ 180 Tons/Mile

Date: 3/31/2026 12:33 PM

KANSAS DEPARTMENT OF

TRANSPORTATION

Rawlins Co. PROJ. NO. 117-77 KA 1.0” Cold Mill & 2.0” Overlay

Rock Wedge

8074-01

TYPICAL SECTION B

3.5 in. Overlay

1:1 @ edge of Asphalt 1.0” Cold Mill

Match Existing or Varies not to scale

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

• Typical shoulder slope 4.20 % on tangents and on super-elevated sections to match existing super or as directed by the Engineer.

• This shall be transitioned in from the 2.0 Overlay to the 3.5 in overlay and then back this transition should take place over 40 feet

ROADWAY WIDTHS

Approx. Mill Overlay Location mile Width SqYds SqYds

250’ Each Side of Old Railroad .095 24 1,337 1,337

Total 11.977 167,834 167,834

Beginning 250 feet south of the old railroad tracks and ending 250 feet North of the old railroad Tracks

RATE OF APPLICATION

Quantity based on SR- 12.5 @.1903 Ton/yd2

PG 64-28

SS-1H @ .05 gal/yd2

Millings Computed at 140 LBS/CuFt

AS1 Pavement Edge Wedge Computed @ 180 Tons/Mile

Date: 3/31/2026 12:41 PM

KANSAS DEPARTMENT OF

TRANSPORTATION

Rawlins Co. PROJ. NO. 117-77 KA 1.0” Cold Mill & 2.0” Overlay

8074-01 f t.

.0 i n

A sp h al t M ix tu re

If m il le d p ri o r to o v er la y t h en a s m o o th t ra n si ti o n m u st b e p la ce d a n d m ai n ta in ed f o r tr af fi c.

T o n s ar e o n ly t h e ad d it io n al t o n s n ee d ed t o m ak e a sm o o th t ra n si ti o

L ca ti

D es cr ip ti

A p p ro x W id th

(f t)

T o n s

B eg in n in g o f P ro je ct to

.0

T ra n s in to

B ea v er

C re ek b ri d g e to

.0 ra n s o u t o f

B ea v er

C re ek B ri d to

.0

E d o f P ro je ct to

.0 ta l

R a w li n s

C o

D a te

/3

/2

:3

P M

K

N

S A

S D

E P A

R T

M E

N T

O F

T R

A N

S P O

R T

A T

I O

N

R O

J

N O

.1

-7

T

IT

L

E

M

IL

L

IN

G T

R A

N S

IT

IO

N

Y P

IC

A

L T

A P

E R

R A

IO

S

P H

A L

T A

P P

R O

A C

H O

V E

R L

A Y

T h e ap p ro ac h a n d e x it o v er la y s h al l b e A sp h al t

M ix tu re as sp ec if ie d o n t h e p la n s o r p ai d b y t h e b id i te m d es ig n at ed

T h e o v er la y s h al l ta p er f ro m t h e ex is ti su rf ac e in a m an n er t h at w il l p ro v id e a sm o o th t ra n si ti o n i n g ra d e as s h o w

M il le d m at er ia l sh al l b e d is p o se d o f in a m an n er a n d a t a lo ca ti o n a p p ro v ed b y t h e

E n g in ee r o r as o th er w is e d es ig n at ed o n t h e p la n s o r n o te s.

Typical C

K A

4-

Rawlins County 117-77 2.5" Overlay

Total this sheet 2,971

RD EE RT 149

RM 11.51 Drive RT 61

RD DD LT 168

RM 11.49 MB Turnout RT 83

Road BB RT 105

Thumser RD LT 121

RD AA LT 113

RM 8.88 Drive & MB RT 136

RM 6.21 Drive LT 69

RD AA & Mailbox RT 160

RD Y RT 168

RD Y LT 165

RD X RT 182

RD X5 LT 292

RM 4.116 Drive RT 146

RM 4.132 Drive RT 236

RM 3.26 Drive RT 104

RM 4.113 Drive RT 173

RD V RT 111

RD V LT 154

Sheet 1 of 1

Location Side Overlay SQYDS

RM .232 Drive RT 75

TYPICAL SECTION D

List of Sideroads, Entrances, and Mailbox Turnouts Recieves 2.5" Overlay only based on .1359 tons/SQYD using HMA Commercial Grade Class A

KA 8074-01

U

M M

A R

Y O

F P

A V

E M

E N

T M

A R

K

IN

G S

L O

C A

T

IO

N lid

W H

IT

d g e

L in e g e

L in e

B ro k n e

L in e k n e

L in

(P

P tt x te n s io e k n e

D e n e

L in e k n e

D

G re L in e tt x te n s io e ia g o n a l

L in e h e v e y p

I s s w lk e y p e I

I

C ro s s w lk e to p L in e

L L g e

L in e

L L u b le e

L L e k

L L e

L L g e

L in e

L L ia g o n a l

L in e

E n ti re

P ro je c t

,1

,6

,1

,8

U S

J

C T

X .2 x .3 x .2

X x .2

T O

T A

L S

,1

,2

,1

,9

N O

T E

A

L L T

O T

A L S

R E

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .