Bid Notice-Milling _ HMA Overlay - US-83 - Decatur County.pdf

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

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

Bureau of Construction and Materials

STATE PROJECT NUMBER: U083-020 KA 8068-01

CALL ORDER NUMBER: 631

PROPOSAL NUMBER: 526096313

LETTING DATE 09/16/2026

COUNTY: DECATUR

FUND TYPE: STATE

ATWOODKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

MILLING AND HMA OVERLAY. US-83; FR THE PCCP S OF SAPPA ST IN

OBERLIN N TO US 36/US 83 JCT IN DC CO. LGTH .953 MI.

RESTRICTED DAYS

(10)

TOTAL CONTRACT DAYS

(20)

OCTOBER 18, 2027

Earliest Start Date:

Latest Start Date:

9:45:23AM8/19/2026 @

Letting 09/16/2026 Kansas Department of Transportation Project No. U083-020 KA 8068-01

Contract No. 526096313

U083-020 KA 8068-01 U083-020 KA 8068-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526096313

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

U083-020 KA 8068-01 / U083-020 KA 8068-01

The general scope, location and net length are:

MILLING AND HMA OVERLAY. US-83; FR THE PCCP S OF SAPPA ST

IN OBERLIN N TO US 36/US 83 JCT IN DC CO. LGTH .953 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: 5E189002E0

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

_10_ Restricted Days and shall complete the work within the total Contract Working Days of _20_.

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: 5E189002E0

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: 5E189002E0

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: 5E189002E0

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION LIST

PAGE:

DATE:

08/12/26

STATE PROJECT NO: U083-020 KA 8068-01 STATE CONTRACT NO: 526096313

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DECATUR3

MILLING AND HMA OVERLAY. US-83; FR THE PCCP S OF SAPPA ST IN OBERLIN N

TO US 36/US 83 JCT IN DC CO. LGTH .953 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 (DECATUR COUNTY)KS20260078

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

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

POLICY AGAINST SEXUAL HARASSMENT03-01-18

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

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

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

SPECIAL PROVISION LIST

PAGE:

DATE:

08/12/26

STATE PROJECT NO: U083-020 KA 8068-01 STATE CONTRACT NO: 526096313

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DECATUR3

MILLING AND HMA OVERLAY. US-83; FR THE PCCP S OF SAPPA ST IN OBERLIN N

TO US 36/US 83 JCT IN DC CO. LGTH .953 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

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

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: 5E189002E0

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: 5E189002E0

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: 5E189002E0

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 8 Check: 5E189002E0

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 041003 2296.000 TON

HMA-COMMERCIAL GRADE (CLASS A) /

7 081773 2221.000 TON

MILLING /

8 080465 1.000 TON $250.000 $250.00

MATERIAL FOR HMA PATCHING (SET PRICE) /

9 070912 62.300 STAL

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

Section 02 Total $250.00

Section 03

PAVEMENT MARKING ITEMS

10 023140 300.000 LNFT

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

11 023143 8460.000 LNFT

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

12 023142 144.000 LNFT

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

Section 03 Total

Item Total $4,280.00

Contractor: Page 9 Check: 5E189002E0

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

BCDCEBF�DGEH�IJ KIJLMNO

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

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

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

EFGFHEI�GJHK�LM NLMOPQR

STTUVJFFVWXOPQRFYWPZ[\ZTZ]X̂_WT̂Q_F̀NHaHEaabGFc HFd

��123��

�(''9����

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

�.)��=7�(�.6�����

��2����3������ �41236�����

�4��������6���� �

@ABAC@D�BECF�GH IGHJKLM

NOOPQEAAQRSJKLMATRKUVWUOUXSYZROYLZA[IC\C@\\]BÂ _À

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

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

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

������5������������

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

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

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

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

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

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

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

CDEDFCG�EHFI�JK LJKMNOP

QRRSTHDDTUVMNOPDWUNXYZXRX[V\]UR\O]D̂LF_FC__̀EDa bDb

15-PS0018

Sheet 1 of 1

SPECIAL PROVISION TO THE

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

Sheet 1 of 1

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, 2015 EDITION

SECTION 109

MEASUREMENT AND PAYMENT

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

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

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

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

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

• Contractor;

• Plant ID;

• KDOT Project Number;

• KDOT Contract Number;

• HMA Mix Designation;

• Scale Operator Name;

• Date;

• Hauler;

• Truck Number;

• Daily Load Count;

• Gross Weight;

• Tare Weight;

• Net Weight;

• Legal Max Gross Vehicle Weight (GVW);

• Time at load out;

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

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

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

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

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

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

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

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

04-19-23 C&M (BTH)

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

1400TH RD

G L N

C L N

1900TH RD

Z L N

2500TH RD

B L N

400TH RD

O L N

R L N

800TH RD

1600TH RD

1300TH RD

2600TH RD

C O R D

X L N

E L N

CO RD 503

2300TH RD

CO RD 509

Q L

NT

L N

N L N

950TH RD

Y L N

2650TH RD

U L N

B B L N

M L N

1400TH RD

CO RD 459

2400TH RD

C U R V E

A A L N

N L N

750TH RD

Q L N

1500TH RD

J

LN

Z L N

CO RD 491

200TH RD

2100TH RD

1000TH RD

900TH RD

600TH RD

300TH RD

1200TH RD

K L N

X L N

E E L N

1700TH RD

200TH RD

2200TH RD

M L N

700TH RD

900TH RD

2850TH RD

V L N

Y L N

H L N

C C L N

2000TH RD

2400TH RD

C O R D

CO RD 509

800TH RD

500TH RD

N O R T O N R D

RD 6 W

C C L N

150TH RD

W L N

I L N

CO RD 467

2500TH RD

D D

LN

2000TH RD

ROAD 37

P L N

C O R D 52L

LN

1800TH RD

D D L N

2100TH RD

B L N

400TH RD

R L N

700TH RD

15103

23526

10334

63130

221510

33427

252413

313019

4332821

35262314

252413

352623

53229

11235

272215

12136

33427

272215

1123526

362524

11235

13121

53229

282116

301918

292017

853229

282116

27221510

301918

43328

292017

P ra iri e

D ogC ree k

SpringBranc h

S o ut hF orkSapp aC re ek

NorthFo rk

S ap pa

C re ek

Be av er C ree k

Jo hns onDr aw

Sap paCr ee k

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

C ree k

El kC re e k

Lo ng

B ra nc h

Cot ton

Cr eek

Plum Cr ee k

Bi g T im berCr ee k

N K C

N K C

K Y

LE

K Y

LE

K Y

LE

A lli so n

K an on a

Ly le

R S

RS 675

RS 182

R S

RS

RS 181

RS 180

RS

RS 901

R S

RS 676

RS 181

R S

RS

RS 183

RS 900

R S

RS 2209

RS

T O J C T.

U S

TO

JC

T.

U.

S.

T O N O R T O N

TO JCT. K-23

TO JCT. K-23

TO SELDEN

TO

S E

LD

E N

T O A T W O O D

Mc

CO

OK

N

EB

R.

TO

O be rli n

M un ic ip al

A irp or t

.6

1.6

3.

3.5

2.8

.4

18.0

.9

.0

12.4

-100°20'

°0 0'

°5 0'

°4 0'

-100°30'

-100°40'

-100°20'

-100°30'

-100°40'

°5 0'

°0 0'

°4 0'

Fu rn as

C ou nt y

Th om as Co

C ou nt y

S he rid an

Rawlins

Norton

County

County

C ou nt y

R ed

W ill ow

N eb ra sk a

O be rli n

(1 6)

D re sd en

(4 0)

Je nn in gs

(9 3)

N or ca tu r

(1

Le ov ill e

T ra er

C ed ar

B lu ffs

R25W

T S

T S

T S

R26W

T S

T S

R25W

T S

R26W

R27W

T S

T S

T S

R29W

T S

T S

R28W

T S

R30W

R29W

R30W

R27W

R28W

R26W T S

T S

R27W

T

ST0

2S

R26W

T S

R27W

R28W

T S

T0 2S

R30W

T S

T S

R29W

T S

R31W

R30W

R31W

R28W

R29W

M ile s

S E P T E M B E R

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

G E N E R A L H

IG

H W A Y M A P

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

K A N S A S

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

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

TA

T

IO

N

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

TA

T

IO

N P L A N N

IN

G

IN

C O O P E R A T

IO

N W

IT

H T H E

U .S . D

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

TA

T

IO

N

F E D E R A L H

IG

H W A Y A D M

IN

IS

T R A T

IO

N

H

IG

H W A Y M A R K E R S

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

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

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

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

H

IG

H W A Y C L A S S

IF

IC

A T

IO

N S

In te rs ta te

K an sa s T ur np ik e (K

TA

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

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

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

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

B O U N D A R

IE

S

S ta te C ap ito l

C ou nt y S ea t

P op ul at ed P la ce

Lo ca leC

IT

IE

S O R T O W N S o

C om m er ci al o

R eg io na l o

B us in es s o

C om m un ity o

B as ic

R ou nd ab ou t

In te rc ha ng e

R S R ou te U np av ed

M in or R oa d P av ed

M in or R oa d S oi l

R ai l T ra il

Le ve e or D ik e

D R A

IN

A G E

R O A D C L A S S

IF

IC

A T

IO

N S

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

IG

N A T

IO

N

M A P S Y M B O L S

A

IR

W A Y S A N D A

IR

P O R T S

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

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

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

0.

C ou nt y R oa d S ys te m

1S T R D

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

R S

M in or D ra in ag e

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

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

(w ith D am

M aj or R iv er

R S R ou te P av ed

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

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

S ta te B ou nd ar y

C ou nt y B ou nd ar y

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

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

B re ed L an d

S ec tio n Li ne

P ar k or W ild lif e A re a

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

R ai lro ad

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

B rid ge O pe n to T ra ffi c

In co rp or at ed C ity L im it

(P op ul at io n)

U rb an B ou nd ar y

83-20 KA 8068-01

General Notes

10/28/2025

83-20

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 must mill and do the 2.0” inlay on any section of the roadway on the same day.

No traffic will be allowed on the milled surface and the contractor must have a contingency plan in case of bad weather and/or equipment breakdown.

3. The millings from both the concrete and asphalt sections of this roadway shall become the property of the contractor and must be removed from the project.

Project No.

83-20 KA 0000-01

KA 8068-01

TYPICAL SECTION A

C

Slope Varies 2.0 in. Mill

2.0 in. Overlay

Match Existing Width varies not to scale

• Typical Slope 1.56 % 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.

Location mile Width SqYds

36’ Wide Area .803 65 16,959

Concrete Bridge .009 No Action

Taper from 36’ to 48’ .008 65 197

48’ wide area .136 No Action 3,830

2 50’ Radii @ US 36 Varies 120

21,106

Begin at start of PCCP just south of Sappa St. then North .956 miles to US 36/US 83 JCT

RATE OF APPLICATION

Quantity based on commercial grade @ .1088 T/yd2

SS-1H @ .05 gal/yd2

Date: 6/16/2026 8:56 AM

KANSAS DEPARTMENT OF

TRANSPORTATION

Decatur Co. PROJ. NO. 83-20 TITLE: MILLOLCURB

KA 8068-01

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

P

D tt x te n s io e k n e

D p e n e

L in e k n e

D p

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

T 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

E n ti re

P ro je c t

,2

N o rt h s id e o f A s h S tr e e t

N o rt h s id e o f H a ll

S tr e e t x .2

X

.3 x .2 x x .2

T O

T A

L S

,4

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

-2

K

A

8-

Project No.

RECAPITULATION OF QUANTITIES

ITEMS TOTAL UNITS

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(4") lnft

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6") 300 lnft

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(8") lnft

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") lnft

PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") 8,460 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") 144 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

Pg 1 of 2

Pg 2 of 2

SUMMARY OF TRAFFIC CONTROL DEVICES

(FOR INFORMATION ONLY)

All traffic control devices shall be placed in accordance with the applicable KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Contractor operations may require additional signs and traffic control devices, this will be subsidiary to the bid item traffic control.

WORK ZONE SIGNS *

SIGN

NO.

SIZE – SQ. FT.

0-9.25 9.26-16.25 16.26 & OVER

R2-1 R4-1 W3-4 W3-5

W8-11 W14-3 W20-1 W20-4 W20-5 W20-7 W21-5 W8-15

W8-15P

KG20-2

LIGHTED DEVICES *

WORK ZONE WARNING LIGHT

(TYPE “A” LOW INTENSITY)

WORK ZONE WARNING LIGHT

(RED TYPE ”B” HIGH INTENSITY)

ARROW DISPLAY

PORTABLE CHANGEABLE MESSAGE SIGN

BARRICADES * CHANNELIZING DEVICES *

TYPE III (4’

TO 12’)

PEDESTRIAN FIXED PORTABLE PEDESTRIAN

SUMMARY OF TRAFFIC CONTROL DEVICES

(EACH)

RECAPITULATION OF QUANTITIES

ITEM QUANTITY UNIT

WORK ZONE SIGNS (0 TO 9.25 SQ. FT.) EADA

WORK ZONE SIGNS (9.26 TO 16.25 SQ. FT.) EADA

WORK ZONE SIGNS (16.26 SQ. FT. & OVER) EADA

WORK ZONE BARRICADES (TYPE 3 – 4’ TO 12’) EADA

WORK ZONE BARRICADES (PEDESTRIAN) EADA

CHANNELIZER (FIXED) EADA

CHANNELIZER (PORTABLE) EADA

CHANNELIZER (PEDESTRIAN) EADA

WORK ZONE WARNING LIGHT (TYPE “A” LOW INTENSITY) EADA

WORK ZONE WARNING LIGHT (RED TYPE “B” HIGH INTENSITY) EADA

ARROW DISPLAY EADA

PORTABLE CHANGEABLE MESSAGE SIGN EADA

PAVEMENT MARKING (TEMPORARY)

4" SOLID (TYPE I) STA./LINE

4" SOLID (TYPE II) STA./LINE

4" BROKEN (8')(TYPE I) STA./LINE

4" BROKEN (8')(TYPE II) STA./LINE

4" BROKEN (3')(TYPE I) STA./LINE

4" BROKEN (3')(TYPE II) STA./LINE

4" DOTTED EXTENSION (TYPE I) STA./LINE

4" DOTTED EXTENSION (TYPE II) STA./LINE

SOLID (LINE MASKING TAPE) STA./LINE

BROKEN (LINE MASKING TAPE) STA./LINE

SYMBOL (TYPE I) EACH

SYMBOL (TYPE II) EACH

FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (8’)) STA./LINE

FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3’)) STA./LINE

PAVEMENT MARKING REMOVAL LIN. FT.

WORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS) EACH

WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER) EACH

RIGID RAISED PAVEMENT MARKER (TYPE I) EACH

RIGID RAISED PAVEMENT MARKER (TYPE II) EACH

TRAFFIC SIGNAL INSTALLATION (TEMPORARY) LUMP SUM

TRAFFIC CONTROL (INITIAL SET UP) LUMP SUM

TRAFFIC CONTROL 1 LUMP SUM

FLAGGER (SET PRICE) 1 HOUR

NOTES:

1 11/10/16 Removed Replacement Modules Summary Table, Added

“(IBS)” to Replacement Modules description

JGB

NO. DATE REVISIONS BY APP’D

TRAFFIC CONTROL

SUMMARY OF DEVICES

RECAPITULATION OF QUANTITIES

TE795

FHWA APPROVAL 06/01/15 APP’D Kristina Erickson

DESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACED

DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK.

WORK ZONE SIGN (SPECIAL)

SIGN NO. 16.25 SQ. FT. & LESS 16.26 SQ. FT. & OVER

Co. Proj. No. Title:

KG20-5

KR2-6 2

KR2-11 2

Traffic ControlDecatur

KR5-17 2

KM4-20P

62.3