Bid Notice-Milling _ HMA Overlay - Marion County.pdf
PDF 3 MB Posted
- Attached to
- Milling & HMA Overlay - Marion County State and local contract opportunity
- Solicitation number
- 526106282
- Issued by
- Marion County, Kansas
About this file
This is a Bid Notice document from the Kansas Department of Transportation (KDOT) for a milling and hot mix asphalt (HMA) overlay construction project in Marion County. The project, designated as State Project Number K168-057 KA 8085-01 with Contract Number 526106282, involves milling and HMA overlay work on K-168 from the US-56 Junction north to the SCL of Lehigh in Marion County, spanning 0.527 miles. The letting date is October 21, 2026, with an earliest start date of October 18, 2027. The contractor must complete work to open the project to unrestricted traffic within 10 restricted days and complete all work within a total of 20 contract working days. Electronic internet proposals must be submitted through the Bid Express website (bidx.com) no later than 1:00 P.M. Local Time on the letting date. KDOT will open and read proposals at 3:00 P.M. Local Time on October 21, 2026, at the Eisenhower State Office Building in Topeka, Kansas. The successful contractor must execute the contract within ten business days of award notification.
The project is funded entirely by state funds and is open to prequalified contractors. Bidders must provide a current Tax Clearance Certificate from the Kansas Department of Revenue at the time of contract award and comply with all required contract provisions, including noncollusion certification, financial prequalification verification, and EEO requirements. The project includes specific line items for mobilization, traffic control, flagger services, field office and laboratory setup, 766 tons of HMA overlay material (SR-12.5A, PG 64-28), quality control testing, 765 tons of milling work, temporary and permanent pavement marking materials totaling approximately 9,820 linear feet, and asphalt density and air void pay adjustments. Contractors must demonstrate that the proposal does not exceed their financial prequalification amount unless prior approval from KDOT has been obtained. All contract documents, special provisions, standard specifications, and project plans are available through KDOT's website and the County Clerk's Office.
View the file
On GovTribe
Work with this file on GovTribe
- 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: K168-057 KA 8085-01
CALL ORDER NUMBER: 628
PROPOSAL NUMBER: 526106282
LETTING DATE 10/21/2026
COUNTY: MARION
FUND TYPE: STATE
MARIONKDOT CONSTRUCTION OFFICE:
PROJECT DESCRIPTION
MILLING AND HMA OVERLAY. K-168; FR US-56 JCT N TO SCL OF
LEHIGH IN MN CO. LGTH 0.527 MI.
RESTRICTED DAYS
(10)
TOTAL CONTRACT DAYS
(20)
OCTOBER 18, 2027
Earliest Start Date:
Latest Start Date:
1:11:00PM9/16/2026 @
Letting 10/21/2026 Kansas Department of Transportation Project No. K168-057 KA 8085-01
Contract No. 526106282
K168-057 KA 8085-01 K168-057 KA 8085-01
CONTRACT PROPOSAL
DOT Form No. 202 Rev. 02/19
Contract ID: 526106282
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.:
K168-057 KA 8085-01 / K168-057 KA 8085-01
The general scope, location and net length are:
MILLING AND HMA OVERLAY. K-168; FR US-56 JCT N TO SCL OF
LEHIGH IN MN CO. LGTH 0.527 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.gov and choosing the following selections: "Doing Business", "Highway Contractors", "Contractor Resources and "Specifications".
5.Contractors shall use the Bidx.com website to complete and submit the bid form. Project bid forms are available on Bid Express' website at http://www.bidx.com.
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.
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 _10_ Restricted Days and shall complete the work within the total Contract Working Days of _20_.
Contractor: Check: Page 1
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 Bidx bid form 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 Bidx bid form, electronically signs the Proposal where required on DOT Form 202, and submits the completed Bidx bid form 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.
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 Bidx bid form. Some or all of these apply to the Project as indicated in the Special Provision List. The Contractor shall complete these provisions within the Bidx bid form 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 Bidx bid form.
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
Contractor: Check: Page 2
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.
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: Check: Page 3
KANSAS DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION LIST
PAGE:
DATE:
09/09/26
STATE PROJECT NO: K168-057 KA 8085-01 STATE CONTRACT NO: 526106282
FEDERAL PROJ NO.
PRIMARY DISTRICT:
DESCRIPTION:
PRIMARY COUNTY: MARION2
MILLING AND HMA OVERLAY. K-168; FR US-56 JCT N TO SCL OF LEHIGH IN MN
CO. LGTH 0.527 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-EEO REQUIREMENT11-15-96-R06
REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED07-01-17-R1
MINIMUM WAGE RATE (MARION COUNTY)KS20260099
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
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
WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04
DURABLE PAVEMENT MARKING15-08020-R02
FIELD OFFICE AND LABORATORY15-08023-R01
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
THERMOPLASTIC15-22001-R01
MULTI - COMPONENT LIQUID PAVEMENT MARKING MATERIAL15-22003-R02
SPECIAL PROVISION LIST
PAGE:
DATE:
09/09/26
STATE PROJECT NO: K168-057 KA 8085-01 STATE CONTRACT NO: 526106282
FEDERAL PROJ NO.
PRIMARY DISTRICT:
DESCRIPTION:
PRIMARY COUNTY: MARION2
MILLING AND HMA OVERLAY. K-168; FR US-56 JCT N TO SCL OF LEHIGH IN MN
CO. LGTH 0.527 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.
PAVEMENT MARKING PAINT15-22004-R02
IMAGE SYSTEMS15-22005-R03
RETROREFLECTIVE SHEETING15-22006-R01
PREFORMED THERMOPLASTIC PAVEMENT MARKING MATERIAL15-22008-R01
ROLL-UP SIGNS15-22011
HIGH DURABILITY PAVEMENT MARKING MATERIAL15-22014
TEMPORARY PAVEMENT MARKING TAPE15-22016
WOOD POSTS15-23001-R03
FIELD HANDLING AND PRESERVATIVE TREATMENT OF WOOD PRODUCTS15-23003-R02
PART V15-25001-R07
MATERIALS CERTIFICATIONS15-26001-R13
MODIFIED REQUIREMENTS – ASPHALT MIXTURES15-MR0996
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, antitrust 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: Check: Page 4
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: Check: Page 5
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: Check: Page 6
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: Check: Page 7
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) /
Section 01 Total 30.00
Section 02
ASPHALT SURFACING ITEMS
5 060242 766.000 TON
HMA OVERLAY (SR-12.5A) (PG 64-28) /
6 081699 766.000 TON
QUALITY CONTROL TESTING (HMA) /
7 010256 2.000 TON
EMULSIFIED ASPHALT (SS-1HP) /
8 081773 765.000 TON
MILLING /
9 080465 1.000 TON $250.000 $250.00
MATERIAL FOR HMA PATCHING (SET PRICE) /
10 000062 1.000 EACH $1.000 $1.00
ASPHALT DENSITY PAY ADJUSTMENT /
11 000063 1.000 EACH $1.000 $1.00
ASPHALT AIR VOID PAY ADJUSTMENT /
12 011750 1.000 EACH $50.000 $50.00
ASPHALT CORE (SET PRICE) /
13 070912 27.800 STAL
PAVEMENT MARKING (TEMP) 4" BROKEN (3')(TYPE I) /
14 070923 27.800 STAL
PAVEMENT MARKING (TEMP) 4" BROKEN (3')(TYPE II) /
Section 02 Total 302.00
Section 03
PAVEMENT MARKING ITEMS
15 023140 5623.000 LNFT
PAVEMENT MARKING (MULTI-COMPONENT) (WHITE) ( 6") /
16 023143 4185.000 LNFT
PAVEMENT MARKING (MULTI-COMPONENT) (YELLOW) ( 4") /
17 013812 12.000 LNFT
PAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (24") /
Section 03 Total
Item Total $332.00
Contractor: Check: Page 8
�� ������������������������������������������������������������������������������*��+����,�������������������������������������������������������������������-����������������������.���#��)/0*-�*12+)'*���/)*-3�/-�� -+44�-+���3+��/��555555556�7�5�7��������������������5��,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�+-/�����,��8��9�������������������������������������������������������������-����������������������.���#��+-/�0/-�*-:���-2��2-345555555555555555555555555555556�7�5��������������������795��,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,��2������,�7�����������������������������������������������������������������-����������������������.���#���-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��85�8�������������������5���-2��� -+;*-���)+��2)��-2��55555555555555555555555556���5���������������������5���-3..+���/��-/4�����*-;+�*� -+;*-55555555555555555556���5�9�������������������5���*-;+�*'3���*12+)'*��55555555555555555555555555555556���577�������������������589/)*-3�/-����-+)+���'3�"+�*555555555555555555555555556���5�7������������������959�/)*-3�/-��-/�/�'+44��-/2� '3�555555555555555555555556���57��������������������5��/)*-3�/-��-/�/�'+445555555555555555555555555555555556��85���������������������5��/)*-3�/-����-3��/-55555555555555555555555555555555556���5�9�������������������5��/)*-3�/-�����-** 555555555555555555555555555555555556���5�7�������������������5��/)*-3�/-�����-3)*-55555555555555555555555555555555556���5���������������������5��/)*-3�/-���-/44*-555555555555555555555555555555555556��958��������������������5��/)*-3�/-���)3;*-��>3�)"34�:�3��-*�3�*:�3� ��/��-*�*?55555555555555555555555555555555555555555556���5���������������������5��/)*-3�/-���'*�"3�+�5555555555555555555555555555555556���5���������������������5��/)*-3�/-���'3�*-+34��-3��.*-�;*"+�4*55555555555555556��75���������������������5��/)*-3�/-���4/3 *-555555555555555555555555555555555556��958��������������������5��/)*-3�/-����-3 *-�<43 *555555555555555555555555555556���5���������������������5��/)*-3�/-��� +��-+<2�/-5555555555555555555555555555556���5���������������������5��/)*-3�/-����-3�*5555555555555555555555555555555555556���5��������������������85��/)*-3�/-����/��-*�*��30555555555555555555555555555556���58��������������������5��/)*-3�/-����/��-*�*�.+�+�"+���'3�"+�*5555555555555556���5���������������������5��/)*-3�/-���<244 /@*-555555555555555555555555555555556��85�8�������������������578/)*-3�/-���<-//'��0**)*-55555555555555555555555555556��75�9�������������������5��/)*-3�/-���</<�3����+ ���**-���+ �4/3 *-5555555555556���5���������������������5��/)*-3�/-���<3��"/*�*A�3;3�/-��-3��"/*5555555555555556��85���������������������5��/)*-3�/-���3�)"34��)43��55555555555555555555555555556��95���������������������5��
BCDCEBF�DGHI�JK LJKMNOP
QRRSTGCCTUVMNOPCWUNXYZXRX[V\]UR\O]ĈLE_EB__̀ C̀a aCb
��"�����������������������&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&!�������&��'(')*'�+,-'�.+'/(+)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�GJKL�MN OMNPQRS
TUUVWJFFWXYPQRSFZXQ[\][U[̂Y_̀XU_R̀FaOHbHEbbccFd HFe
| ���� | ||
| ��� | ��� | �� |
| ���� | |
| � | �� |
| ��� | ����� |
| � | �� |
| ���� | ����� | � | |
| �� | ��������� | ||
| ���� | |||
| ��� | ���� | ��� |
| �� | |
| � | �������� |
| �"� | ���� | � | ���������� | ���� | ���$��"� | ���%�����'()*��0� | � |
| ! |
| �"� | ���� | ��� |
| ���� | ��� |
| � | ���� | �� |
| �"� |
| ��0� | ��� |
| ��',-'(-.'./�� |
| � | !�"�� | ����� | |
| � | � | �� | � |
| �� | ��� | ||
| ���� | |||
| � | �"�� |
| ��� |
| �� |
| ��� | ����� | |
| ����� | ��� | |
| ���� | ����� | |
| �� | ||
| ��� | �� | � |
| � | ��� | �� |
| �" | � |
| ��� | �� | ��� |
| �� |
��123��
| � | ��� |
| �� |
| � | ����� | � |
| �� | ������� |
| ����� | " | |
| �4�5�6���� | � |
| ��� | ��� | �7� |
| �8� | ||
| ��� | ��0� | �������� |
| ��� | ��� |
| �� | ��� | ||
| ��� | ���� | ����� | |
| ��� | ����������� |
�(''9����
| � | ��� |
| ��� | ��� |
| ����� | |
| � | ����������� |
| ��� | �� | � |
| ��� |
��� :�&$% #�����;2�''('�'(-'(-.'./��������
| � | ��� | |
| ������ | ��� | |
| ��� |
| ��� | ��� | ��� |
| ��;2�� |
| �� | |
| � | �� |
| ����;����0� | � |
| ! |
| � | ���� | �� |
| �"� |
| ��0� | ��� |
| ��'(-'(-.'./� |
| �� | ||
| � | ��� | |
| � | ||
| � | ���� | �� |
| �"� |
| �� | ||
| ��� | �� | � |
| ��� | ��� | ��� |
| ���������� | ||
| ������� | ����� | |
| ��� | ||
| � | ���� | ������������� |
| �� | �� | � | |
| ���� | ��� | ||
| ���� | ��� | ���� | |
| � | ����� |
| � | ���� | � |
| �� | ������� |
| � | ��� | ||
| ������� | ������ | ��7� | |
| �8� | |||
| ��� | ��0� | �������� | |
| ��� | ��� |
| � | � |
| � | ������ |
| �� | � |
| ��� | ���� | ��4���� | �� |
| ��� |
�.)��=7�(�.6�����
| � | ��� | ||
| ������ | ��� | ������"�� |
| ����� | ��� | ||
| ���� | ��� | ��� | |
| ���� | ��� |
| � | ��� | |
| �� | ��� | |
| ��� |
| �������� | ��� | ||
| ��� | ��� | ��� | |
| �� | |||
| ���� | �������� | ||
| ��� | ��� | ||
| ��� |
| �� | |
| � | ��� |
| �������� | |
| �� | � |
| ������� | ��� | ||
| ���� | ��� | �������� | ���� |
| �� | |
| � | �� |
| ����=��������.'..���� | ||
| � | � | ������ |
| � | ����� | ��� |
| ���� | ��� | ���0� | � |
| ! |
| � | ���� | �� |
| �"� |
| ��0� | ��� |
| �>-.,-.'./�� |
| �� | ||
| � | ����� | ����"�� |
| ���� | |
| � | ����������� |
| ��� | |
| � | �� |
| ��� | ���������� | ��� |
| �� | ||
| ���������� | "�� |
| ���2�� | � | ��� | |
| � | �1�� | �� |
��2����3������ �41236�����
| �������� | |
| ��� | |
| � | ��.)��=7�(�>4�64(6�� |
| ����� | ||
| ��7� | ||
| �8� | ||
| ��� | ��0� | �������� |
| ��� | ��� |
| ��� | ����� |
| ����� | ��� |
| ��� |
�4��������6���� �
| �� | � | ���� | ||
| ��� | ||||
| � | ��.)���=�7�(�?4�6�4�6��� !�"�� | #���& .'.?�'','(-'?-.'./������ | �� | � |
| � | ��� | |
| ���� | �� |
| ����� | ||
| ���& � | � | ��� |
| ����&�� | ||
| ��.'.?���� | ||
| � | �� | ������� |
| ���"�� | ||
| �� | ||
| � | ����� | ��� |
| � | ���� |
| ������������ |
| ���� | ���� | ���0� | � |
| ! |
@ABAC@D�BEFG�HI JHIKLMN
OPPQREAARSTKLMNAUSLVWXVPVYTZ[SPZM[A\JC]C@]]̂ Â_ FÀ
�#####################################################################################################$!%&�'&�&()*+!�*,+�!--&!. �-(,/& �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�
| ������3������������8���������$���� | �4�5�������������$������ | |
| �1� | ��'�4�����������������:� ��'����� | |
| �������.��������������������/������ | �����!4�� | ���+�$�������������$�����������'/������(���� |
������5������������
| ������������7 | ����������������� |
| ������������ | � |
| ��������$1'�8���������/����� | ������$����'���� | |
| ���������(�7 | ������������� | � |
�4���� �������8/$'#,�����9 �����4����5� ������3������������8���������/����� ������$����'����
| �1� | ��'�4�����������������:� ��'����� | |
| �������.��������������������/������ | �����!4�� | ���+�$�������������$�����������'/�������0�*������������� |
| �������������������� | � |
���������5���������� ����5�6������������� ��5�����������0������ ��������������7 ������4������ �1� ��!
�����������6 ����;�/<(�-������=��� ��;�/<(�-����>0�(�7 �����������4������ �4��� �������9 �����4�����5� ������3������������$������ �1� ��!
�������.��������������������/������ �����!4�� ���+�$�������������$�����������'/������������7 ������� � ��5���� �������� �����5?������������� ���5������ ������6�������5
| �������������0�����������7 | ����������� |
| ��������4�������������� | ���0�*������ |
��������������������4������������������� �����5� �5�������� ������5��������!
���������4�(�4����8��� �6��� ���5�����$����!�������8��� 0���$�������3������������!
���������4��(�4����8��� �������.��������������������/������ �����!4�� ���+�$�������������$�����������'/�������AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA����������&+'�,<�%&+&(!.�'&/* *,+B��������
CDEDFCG�EHIJ�KL MKLNOPQ
RSSTUHDDUVWNOPQDXVOYZ[YSY\W]̂VS]P̂D_MF̀FC̀ àaDb cDc
15-MR0996
Sheet 1 of 1
SPECIAL PROVISION TO THE
STANDARD SPECIFICATIONS, EDITION 2015
SECTION 602
MODIFIED REQUIREMENTS – ASPHALT MIXTURES
Project Number: 168-57 KA-8085-01
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 (PG64-28)(1)
AGGREGATE:
Coarse Angularity (min. %) 75
Uncompacted Voids-Fine (min. %) 42 Sand Equivalent (min. %) 40 Reclaimed Asphalt Pavement (RAP) (max. %) 25
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. 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.
9/1/26 C&M (BTH)
Percent RAP Name
0 SM-12.5A (PG64-28)
1 - 15 SR-12.5A (PG64-28)
16 - 25 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)
ALAMO
IGHTHAWK
0T
H
0T
H
IMESTONE
0T
H
0T
H
0T
H
VISTA
SUNFLOWER
0T
H
0T
H
OLD MILL
TH
0T
H
XAVIER
BISON
0T
H
FALCON
TIMBER
TH
0T
H
0T
H
MUSTANG
TH
CHISHOLM TRAIL
0T
H
FALCON
UPLAND
0T
H
REMINGTON
0T
H
0T
H
0T
H
TH
LIMESTONE
DIAMOND
0T
H
0T
H
INDIGO
UAIL CREEK
VISTA
0T
H
0T
H
0T
H
YARROW
EAGLE
TIMBER
0T
H
KANZA
0T H
QUAIL CREEK
TH
0T
H
NIGHTHAWK
ALFALFA
0T
H
0T
H
CLOVER
GOLDENROD
0T
H
PAWNEE
UNFLOWER
0T
H
ARROW
OLD MILL
TH
MERIDIAN
0T
H
0T
H
DIAMOND
0T
H
GONWHEEL
PAWNEE
0T
H
0T
H
ALAMO
0T
H
ZEBULON
MUSTANG
0T
H
CHISHOLM TRAIL
0T
H
0T
H
UPLAND
EMINGTON
6 7 18 19
8 17 20
4 9 16
10 15
2 11 14
1 12 13
2 26
6 7 18 19
18 19 30
29 32
8 17 20 29
28 33 4 9 16 21 28
27 34 3 10 15 22 27
35 2 11 14 23 26
33 4 9 16 21 28
27 34 3 10
22 27
35 2 11 14 23 26
25 36 1 12 13 24 25
30 31 6
30 31 6
27221510
26 35231411
36252413 18 19 30
8 17 20 29 32
9 16 21
28 33
15 22 27 34
76 18 19 30
5 8 17 20 29
9 16 21 28
22 27
34 3 10
23 26
35 2 11
24 25
36 1 12
19 30 31 6
29 32 5 8
33 4 9 16
27 34
34 103 15
35 2 11 14
1 12 13
32 5 8
33 4 9
34 3 10 15 22
Fo urt h S tan da rd
Pa ral lel So uth
Sixth Principal Meridian
Ma rio n Co un ty
La ke
Ma rio n La ke
Ma rio n La ke
Fre nch
Cr ee k
Ca tlin
Cr ee k
TurkeyCreek
So uth
Co tto nw ood
Rive r
East Bran ch Cl earCreek
SandCreek
ClearCreek
Silv er Cr ee k
MartinCreek
SpringCreek
Mi ddl e Bran ch
Kohls Cr.
M iddle Creek
Mu d Cre ekEast Tu rke yCree k
CressCreek
Lyon Creek
Antelope Cree k
SpringBran ch Whit e wa ter
R iv er
Do yle
Cree k
Cottonwood River
Bruno Creek
PerryCreek StonyBrook
MiddleEmmaCr.
EastEmmaCreek
UP
BN
SF
UP
BN
SF
Au lne
An tel op e
Ra mo na
Pil se n
Lo st
Sp rin gs
Lin co lnv ille
Le hig h
Hil lsb oro Ca na da
Pe ab od y
Flo ren ce
Bu rns
Du rha m
Ta mp a
Ma rio n
RS 73
RS
RS 762
RS
RS 426
RS
RS
RS
RS
RS 184
RS 425
RS 1303
RS
RS
RS
RS
RS 422
RS
RS
RS 195
RS
RS 194
RS 428
RS
RS
RS 1410
RS
RS
RS 1410
RS 1409
RS
RS 425
RS
RS 76
56 77
56 77
Co un ty Bu tle r
Co un ty
County
Harvey
Chase
County
Ha rve y Co un ty
McPherson nty
Mo rris
Co un ty
Morris
Coun tySalin e
County
Dic kin so n
-97°20'
°30
-97°00'
-96°50'
-97°10'
°10
'38 °20
°10
-96°50'
-97°10'
°20
°30
-97°00'
-97°20'
T2 2S
T2 2S
T2 0S
T1 8S
T1 7S
T1 7S T1 9S
R05E
T1 6S
T1 9S
T1 6S
R02ER02E
R01E
R05E
R01W
R03E
T1 8S
R04E R04E
R03E
T2 0S
T2 1S
T2 1S
R01E
T2 3S
T2 1S
T1 9S
T1 8S
T1 8S T2 0S
R06E
T1 7S
T2 0S
T1 7S
R03ER03E
R02E
R01E
R06E
R01E
R04E
T1 9S
R05E R05E
R04E
T2 1S
T2 2S
T2 2S
R02E
R0 1W
T2 3S
Mi les
AU
GU
ST
17s
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
MA
RI
ON
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
8-
K
A
5-
General Notes
7/7/2026
1. RAP samples are available on KDOT mixing strip 2-3-22, which is located 1 mile south of Lehigh US-56 Highway. Contact the Marion Office at 620-382-3717 with questions.
2. The contractor will be responsible for noting the location of all pavement markings and reinstalling these in the proper location after the overlay. This work is subsidiary to other items in the contract.
3. 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 subsidiary to other items in the contract.
4. The asphalt plant must be on the project site prior to the start of the milling.
5. When milling mainline areas, a full width mill head will be required to maintain cross slope of the existing lane being milled in one pass. A smaller mill head will be allowed on miscellaneous areas as approved by the engineer and will not be allowed to perform mainline milling.
6. The specified milling depth shown on the typical section is intended to be constant “nominal” depth across the entire roadway. This depth may be altered by the Engineer to prevent “slabbing” or loss of the remaining existing surface lift. The change in milling depth and resulting overrun or underrun of millings shall not justify a revised price or claim of additional costs.
7. Milling thickness to be adjusted at the bridge approaches, at grade railroad crossings, and points of termination to allow a reasonable transition to the adjacent surfaces.
8. All milled material shall become property of the Contractor and removed from the project.
9. The Contractor shall construct a temporary wedge/taper after performing the milling in transition areas and before opening to traffic where the height differential between the milled surface and the existing surface is ½” or greater. The wedge shall be constructed with asphalt, either cold mix or hot mix, supplied by the Contractor. Millings will not be allowed as a wedge. The length of the wedge shall be 1 foot for every ¼” starting with ½” of differential. Compaction of the wedge may be accomplished by wheel rolling with a rubber-tired vehicle. All work and materials necessary to accomplish this work are subsidiary to the bid item milling. The surfacing Contractor shall remove the wedge of material on the same day the final surfacing is constructed.
10. Additional flaggers may be required at US-56/ K-168 intersection, US-56/27th Avenue intersection, and other locations depending on the Contractor’s operation. These additional flaggers shall be subsidiary to the bid item Traffic Control.
11. The quantities of traffic control devices are estimates only. Contractor operations may require additional signs and traffic control devices. These additional devices will be subsidiary to the bid item Traffic Control.
Project No. 168-57 KA 8085-01
TYPICAL SECTION
C
Rock Wedge
1.5 in. Overlay
1.5 in. Mill Rock Wedge
1:1 @ edge of Asphalt Match Existing Surface 2 ft +
24 ft + 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. Approx.
Location feet Width Location feet Width
Roadway 2,783 24' +/- Widening
(roadway total = 7,421 sq yd) K-168/US-56 Jct., Lt. & Rt. 850 varies
(widening total = 1,953 sq yd)
3' extensions at paved side 165 3' +/-roads and entrances
(55 sq yd, approx.1 ton)
RATE OF APPLICATION
Quantity based on SR- 12.5A @0.0816 Ton/yd2
PG 64 - 28
SS-1HP @ 0.05 gal/yd2
Pavement Edge Wedge @ 150 lb/ft3
Millings Computed @ 145 lb/ft3
Date: 6/4/2026 9:29 AM
KANSAS DEPARTMENT OF
TRANSPORTATION
Marion Co. PROJ. NO. TITLE: MILLOLROCKW 168-57 KA 8085-01
S 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 o lid
W H
IT
E d g e
L in e g e
L in e
B ro k e n
L a n e
L in e k n e
L in
(P C
P
D tt x te n s io e k n e
D p 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
T 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
Y
L L
O 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
M a in lin e R o a d w a y
U S
-5 /K
-1 J c t.
T O
T A
L S
N O
T E
A
L L T
O T
A L S
R E
F L E
C T
A C
T U
A L Q
U A
N T
IT
Y
F
P A
V E
M E
N T
M A
R K
IN
G
M A
T E
R
IA
L S
R E
Q U
IR
E
D P ro je c t N o
8-
K
A
5-
Project No.
RECAPITULATION OF QUANTITIES
ITEMS TOTAL UNITS
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4") lnft
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6") 5623 lnft
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(8") lnft
PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") lnft
PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") 4185 lnft
PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(6") lnft
PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(12") lnft
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(4") lnft
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(6") lnft
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(8") lnft
PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(12") lnft
PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(4") lnft
PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(6") lnft
PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(12") lnft
PAVEMENT MARKING (EPOXY)(WHITE)(4") lnft
PAVEMENT MARKING (EPOXY)(WHITE)(6") lnft
PAVEMENT MARKING (EPOXY)(WHITE)(8") lnft
PAVEMENT MARKING (EPOXY)(WHITE)(12") lnft
PAVEMENT MARKING (EPOXY)(YELLOW)(4") lnft
PAVEMENT MARKING (EPOXY)(YELLOW)(6") lnft
PAVEMENT MARKING (EPOXY)(YELLOW)(12") lnft
PAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (12") lnft
PAVEMENT MARKING (INTERSECTION GRADE)(WHITE)(24") 12 lnft
PAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)(12") lnft
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (R/R XING) EACH
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (Lt Turn Arrow) EACH
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (Rt Turn Arrow) EACH
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) ( ONLY ) EACH
PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (Rt/Thru Arrow) EACH
PAVEMENT MARKING REMOVAL lnft
NOTE:
WORDS & SYMBOLS SHALL CONFORM TO THE LATEST
EDITION OF "STANDARD ALPHABETS FOR HIGHWAY SIGNS
AND PAVEMENT MARKINGS" PRINTED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY
ADMINISTRATION.
PRIOR TO COMMENCEMENT OF PAVEMENT MARKING WORK
THE ENGINEER WILL ESTABLISH THE LIMITS FOR "NO
PASSING" ZONES. THESE LIMITS SHALL BE USED FOR THE
LOCATION OF " NO PASSING" LINES AND FOR THE
COMPUTATION OF ACTUAL MARKING QUANTITIES FOR THIS
LINE TYPE
168-57 KA 8085-01
12/05/2025
Flagger or Pilot Car
Traffic Control
TE730 (1 of 2)
A B
/2 B
/2 B
/2 B
/2 C
B
B /2
B /2
B /2
B /2
A C
B
48"x 48"
W20-7
48"x 48"
W 20-7
A
48"x 48"
W20-7
48"x 48"
W3-4
48"x 48"
W3-5
48"x 48"
W20-1
48"x 48"
W20-4
24"x 30"
R2-1
36"x 48"x 48"
W14-3
24"x 30"
R2-1
48"x 48"
W 3-4
48"x 48"
W 3-5
48"x 48"
W 20-4
48"x 48"
W 20-1
24"x 30"
R4-1
24"x 30"
R2-1
24"x 6"
KM 4-20P
24"x 6"
KM4-20P
24"x 30"
R2-1
24"x 30"
R4-1
S p a c e
B u f f e r to
A /2
A /2
F L
A G
G
R n te rl in e B e tw e e n R
-1
F la g g e r
L e a d i n
C h a n n e li z in g D e v ic e s o n
R a il ro a d w it h G a te
A rm s
C e n te rl in e B e tw e e n R
-1
F la g g e r
L e a d i n
C h a n n e li z in g D e v ic e s o n
(as Required)
Flagger
Flagger
Flagger
W o rk S p a c e
A A
/2
48"x 36"
KR2-6
48"x 12"
KM 4-20P
A /2
48"x 24"
KG20-2
48"x 24"
KR2-11
48"x 24"
KG20-2
48"x 24"
KR2-11
A
48"x 36"
KR2-6
48"x 12"
KM4-20P
36"x 48"x 48"
W 14-3 c r o s s in g re ro u te d i n a c o u n te rf lo w d ir e c ti o n a c ro s s a n a t-g ra d e w it h in ft o f th e n e a re s t ra il a n d a n y ti m e t ra ff ic i s
A r a il ro a d f la g g e r s h a ll b e p re s e n t a n y t im e w o rk i s q u e u in g i n s ta ll
D O
N O
T S
T O
P O
N T
R A
C K
S
R -8
I f
T ra ff ic
C o n tr o l
P la n h a s t h e p o te n ti a l to c a u s ti m e s ra il ro a d c ro s s in g t o p re v e n t q u e u in g o n t h e t ra c k s a t ll
R o a d w a y f la g g e r( s s h a ll b e s ta ti o n e d u p s tr e a m o f th e
H ig h w a y
-R a il g ra d e c ro s s in g s s h a ll p ro v id e t h e f o ll o w in g
T e m p o ra ry T ra ff ic C o n tr o l in p ro x im it y o f e li m in a te b o th t h e l e a d i n c h a n n e li z e rs a n d t h e r u m b le s tr ip s c ir c u m s ta n c e s e x is t, t h e A re a E n g in e e r m a y e le c t in c lu d in g p a v e d s h o u ld e rs
W h e n e x te n u a ti g c a n n e li z in g d e v ic e s w h e n t h e r o a d w a y i s l e s s t h a n o r e q u a l
T e m p o ra ry r u m b le s tr ip s m a y b e u s e d i n l ie u o f le a d i tw e e n F la g g e r s ta ti o n s
E x is ti n g s ig n s s h a ll n o t b e c o v e re d o r re m o v d t h a t is c o n tr o ll e d b y a F la g g e r.
E n g in e e r.
P la c e a
W
-7
F la g g e r s y m b o l) s ig n o n e a c h s id o r s id e r o a d i n te rs e c ti o n s s h a ll b e d e te rm in e d b y t tr c k s t o t h e l e ft o f th e g a te a rm
T h e n e e d f o r a F la g g e r a t a n d g a te s i n t h e w o rk s p a c e t o c o n tr o l tr a ff ic c ro s s in g t te rs e c ti o n s a n d a t-g ra d e r a il ro a d i n te rs e c ti o n s w it h l ig ts la c e a
F la g g e r a t a ll h ig h w a y a n d m a jo r c o ll e c to r tr u c k s m a y b e a ll o w e d t o m o v e a ro u n d t h e F la g g e r.
a t th e F la g g e r.
A ft e r s to p p in g u p o n a p p ro v a l o f th e E n g in e r, N te s
T ru c k s h a u li n g m a te ri a l to t h e p ro je c t s h o u ld S
T
H C
O N
C R
E T
E S
H O
U L
D E
R S
G R
E A
T E
R T
H A
N
F T
U S
E T
E F
O R
F L
A G
G E
R O
R P
IL
O
T C
A R
O N
R O
A D
W A
L L
E C
T O
R A
P P
R O
A C
H T
O W
O R
K S
P A
C E
T Y
P
IC
A L
S
IG
N
IN
G F
O R
H
IG
H W
A Y
O R
M A
JO
R
W o rk
S p a c e
A x
W -1 x
K G
-2
A x
W -7
S p e e d t o b e D e te rm in e d b y t h e E n g in e e r
T e m p o ra ry P o rt a b le
R u m b le
S tr…
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 .