Bid Notice-Milling _ HMA Overlay. US-59 - Douglas 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: U059-023 KA 8130-01

CALL ORDER NUMBER: 610

PROPOSAL NUMBER: 526116101

LETTING DATE 11/18/2026

COUNTY: DOUGLAS

FUND TYPE: STATE

TOPEKAKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

MILLING AND HMA OVERLAY. US-59; FR 3015 FT N OF N650 RD/US-59

JCT N TO N 750 FT OF N1100 RD/US-59 JCT IN DG CO. LGTH 4.247 MI.

RESTRICTED DAYS

(30)

TOTAL CONTRACT DAYS

(40)

Earliest Start Date:

Latest Start Date:

4:34:30PM10/20/2026 @

Letting 11/18/2026 Kansas Department of Transportation Project No. U059-023 KA 8130-01 Contract No. 526116101

U059-023 KA 8130-01 U059-023 KA 8130-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526116101

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.:

U059-023 KA 8130-01 / U059-023 KA 8130-01

The general scope, location and net length are:

MILLING AND HMA OVERLAY. US-59; FR 3015 FT N OF N650 RD/US-59

JCT N TO N 750 FT OF N1100 RD/US-59 JCT IN DG CO. LGTH 4.247

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 _30_ Restricted Days and shall complete the work within the total Contract Working Days of _40_.

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

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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

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.

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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

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KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION LIST

PAGE:

DATE:

10/17/26

STATE PROJECT NO: U059-023 KA 8130-01 STATE CONTRACT NO: 526116101

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

MILLING AND HMA OVERLAY. US-59; FR 3015 FT N OF N650 RD/US-59 JCT N TO N

750 FT OF N1100 RD/US-59 JCT IN DG CO. LGTH 4.247 MI.

PROVISION NO. DESCRIPTION

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

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

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

REQUIRED CONTRACT PROVISION-NONCOLLUSION / HISTORY-DEBARMENT08-10-66-R05

REQUIRED CONTRACT PROVISION-FINANCIAL PREQUALIFICATION04-30-82-R07

REQUIRED CONTRACT PROVISION-CONTRACTUAL SERVICES-LEGISLATOR08-04-92-R03

REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR FUEL10-10-00-R09

REQUIRED CONTRACT PROVISION-EMULSIFIED ASPHALT ADJUSTMENT08-31-09-R01

REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR ASPHALT06-01-06-R01

REQUIRED CONTRACT PROVISION-EEO REQUIREMENT11-15-96-R06

REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED07-01-17-R1

MINIMUM WAGE RATE (DOUGLAS COUNTY)KS20260134

REQUIRED CONTRACT PROVISION-AREA PRACTICE DG-JO-LV-MI-SN-WY02-01-95-R02

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

FUEL ADJUSTMENT15-01008-R02

ASPHALT PRICE ADJUSTMENT15-01009-R01

EMULSIFIED ASPHALT ADJUSTMENT15-01010

ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT15-01011-R06

SEASONAL LIMITATIONS15-01012-R01

PROSECUTION AND PROGRESS15-01016-R04

CONTROL OF WORK15-01019-R02

BIDDING REQUIREMENTS AND CONDITIONS15-01021-R03

SCOPE OF WORK15-01022-R04

BIDDING REQUIREMENTS AND CONDITIONS15-01023

AWARD AND EXECUTION OF CONTRACT15-01024

ASPHALT SURFACING AND ASPHALT RECYCLING EQUIPMENT15-01501

ASPHALT PAVEMENT SMOOTHNESS15-06006-R01

HOT MIX ASPHALT CONSTRUCTION QC/QA15-06007-R03

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

CHIP SEALS15-06011

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

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

MAINTENANCE AND RESTORATION OF HAUL ROADS15-08018

WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04

DURABLE PAVEMENT MARKING15-08020-R02

SPECIAL PROVISION LIST

PAGE:

DATE:

10/17/26

STATE PROJECT NO: U059-023 KA 8130-01 STATE CONTRACT NO: 526116101

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

MILLING AND HMA OVERLAY. US-59; FR 3015 FT N OF N650 RD/US-59 JCT N TO N

750 FT OF N1100 RD/US-59 JCT IN DG CO. LGTH 4.247 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.

FIELD OFFICE AND LABORATORY15-08023-R01

RUMBLE STRIPS (MILLED)15-08025

WORK ZONE TRAFFIC CONTROL AND SAFETY (WORKERS PRESENT SIGNS)15-08029-R01

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

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-MR1012

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:

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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:

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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:

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

PRICE ADJUSTMENT FOR FUEL

The Contractor may accept or reject the application of Special Provision 15-01008 (latest revision) "Price Adjustment for Fuel". Any items listed on Special Provision 15-01008 (latest revision) that are included in this project are eligible for the fuel price adjustment unless otherwise stated in the contract documents.

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

◯ Accept ◯ Reject

If the Contractor accepts 15-01008 (latest revision), the Contractor shall mark the checkboxes below for the eligible items/sections listed in Special Provision 15-01008 (latest revision). Then they should indicate their desire for the specific fuel price adjustment by selecting the 'Yes' or 'No' option.

◯ Road Items (Earthwork)

◯ Concrete Surfacing Items

◯ Asphalt Surfacing Items

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

PRICE ADJUSTMENT FOR ASPHALT MATERIAL

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

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

◯ Accept ◯ Reject

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

PRICE ADJUSTMENT FOR EMULSIFIED ASPHALT

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

Price Adjustment."

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

◯ Accept ◯ Reject

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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.

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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 $45.000 $45.00

FLAGGER (SET PRICE) /

4 020001 1.000 LS $4,000.000 $4,000.00

MAINTENANCE AND RESTORATION OF HAUL ROADS (SET PRICE) /

5 025600 1.000 EACH

FIELD OFFICE AND LABORATORY (TYPE A) /

Section 01 Total 4,045.00

Section 02

ASPHALT SURFACING ITEMS

6 060241 9682.000 TON

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

7 081699 9682.000 TON

QUALITY CONTROL TESTING (HMA) /

8 010256 25.000 TON

EMULSIFIED ASPHALT (SS-1HP) /

9 041003 190.000 TON

HMA-COMMERCIAL GRADE (CLASS A) /

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 011764 118703.000 SQYD

MILLING /

14 011764 1748.000 SQYD

MILLING /

15 070914 374.000 STAL

PAVEMENT MARKING (TEMP) 4" BROKEN (8')(TYPE I) /

16 070915 374.000 STAL

PAVEMENT MARKING (TEMP) 4" BROKEN (8') (TYPE II) /

17 070916 85.000 STAL

PAVEMENT MARKING (TEMP) 4" SOLID (TYPE I) /

18 070917 85.000 STAL

PAVEMENT MARKING (TEMP) 4" SOLID (TYPE II) /

19 080465 1.000 TON $250.000 $250.00

MATERIAL FOR HMA PATCHING (SET PRICE) /

20 081050 2529.000 TON

PAVEMENT EDGE WEDGE (ROCK) /

21 011478 1.000 MGAL $40.000 $40.00

WATER (EARTHWORK COMPACTION) (SET PRICE) /

22 010814 853.000 CUYD

COVER MATERIAL (CM-L-1) /

23 012809 447.000 STA.

MANIPULATION (CHIP SEAL) /

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24 010112 1.000 MGAL $40.000 $40.00

WATER (FLEXIBLE PAVEMENT) (SET PRICE) /

25 080672 148.000 TON

EMULSIFIED ASPHALT (CRS-1HP) (SEAL) /

Section 02 Total 382.00

Section 03

RUMBLE STRIPS

26 072252 1121.000 STA.

RUMBLE STRIPS (MILLED) (ASPHALT) /

Section 03 Total

Section 04

PAVEMENT MARKING ITEMS

27 023140 46774.000 LNFT

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

28 023141 2713.000 LNFT

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

29 023192 41155.000 LNFT

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

30 013816 513.000 LNFT

PAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (12") /

31 013812 90.000 LNFT

PAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (24") /

32 013348 10.000 EACH

PAVEMENT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW) /

33 013349 10.000 EACH

PAVEMENT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW) /

Section 04 Total

Item Total $4,427.00

Contractor: Check: Page 12

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15-MR1012

Sheet 1 of 1

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

SECTION 602

MODIFIED REQUIREMENTS – ASPHALT MIXTURES

Project Number: 59-23 KA-8130-01

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

602-1, COMBINED AGGREGATE REQUIREMENTS].

TABLE 1: PROJECT MIX REQUIREMENTS

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

AGGREGATE:

Coarse Angularity (min. %) 80

Uncompacted Voids-Fine (min. %) 43 Sand Equivalent (min. %) 40 Reclaimed Asphalt Pavement (RAP) (max. %) 25 RAP Bulk Specific Gravity 2.565

COMPACTION REVOLUTIONS:

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

MIX:

VFA 65 - 82

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

SR-12.5A (PG70-28).

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

10/5/26 C&M (BTH)

Percent RAP Name

0 SM-12.5A (PG70-28)

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

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

15-PS0018

STANDARD SPECIFICATIONS, EDITION 2015

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

SECTION 102

BIDDING REQUIREMENTS AND CONDITIONS

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

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

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

15-PS0020-R2

KANSAS DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS, 2015 EDITION

SECTION 109

MEASUREMENT AND PAYMENT

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

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

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

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

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

• Contractor;

• Plant ID;

• KDOT Project Number;

• KDOT Contract Number;

• HMA Mix Designation;

• Scale Operator Name;

• Date;

• Hauler;

• Truck Number;

• Daily Load Count;

• Gross Weight;

• Tare Weight;

• Net Weight;

• Legal Max Gross Vehicle Weight (GVW);

• Time at load out;

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

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

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

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

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

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

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

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

04-19-23 C&M (BTH)

-2

K

A

0-

59-23 KA 8130-01

13.

14.

12. All gore areas will be chip sealed.

10. All broken, and solid lane lined should be replaced the same day as removed.

6. If Shoulder is 3' wide (or less), these will be overlayed and not chip sealed.

10. Subtract (Do not pave/seal) area from station 24+53 to 55+78 that was previously resurfaced on previous project.

form

15. Pavement Marking (Temp) Type II Tape is for temporary milled surfaces.

17. Side Roads & Entrances will be paid as HMA-Commercial Grade (Class A). This consists of N 1100 Rd. and all median crossovers.

(These will have a 2" Mill & Overlay with HMA-Commercial Grade Class A)

18. Milling for for Side Roads, Entrances, and Median Crossovers are included in the SQYD of milling.

(1,748 SQYD of Side Roads & Entrances)

Milled surfaces with shoulders must be filled same day as milled.

TYPICAL SECTION

C Rock Wedge

in. OL Slope Varies in. Shldr OL

Rock Wedge

1:1 @ edge of Asphalt Match Existing Surface ft ft 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/SHOULDER WIDTHS

Approx. Approx.

Location mile Width Location mile Width

RATE OF APPLICATION

Mainline Shoulder

Quantity based on - @ T/yd2 Quantity based on - @ T/yd2

PG - PG -

SS-1HP @ gal/yd2 SS-1HP @ gal/yd2

Edge Wedge (Rock) computed @ 150 lb/ft3

Date: 3/20/2017 8:00 AM KANSAS DEPARTMENT OF TRANSPORTATION

Co. TITLE: OLMLSHROCKW

Mainline Excluding Bridges:

Shoulder Excluding Bridges:

Mainline Ramps:

Shoulder Ramps:

Gores:

1.5

3Var. Var.

PROJ. NO. 59-23 KA 8130-01Douglas County

Chip Seal

TITLE: 1.5"Mill + 1.5" Overlay Shoulder Chip Seal

-HMA (PG 70-28)(Mainline) @ 0.08156 TON/SQYD

-(Emulsified Asphalt) @ 0.05 GAL/SQYD -Milling Computed by the square yard

- HMA Commercial Grade (Class A) @ 0.08156 TON/SQYD -Cover Material CM-L-1 (Seal) @ 0.0060 yd3/yd2 -Emulsified Asphalt (CRS-1HP) @ 0.25 gal/yd2

*0+00 = South Project Limit

*186+86 = North Project Limit

*Bridges Excluded

*Previous Work Zone Excluded (24+53 - 55+78)

General Notes:

NB US-59 (Mainline) 3.54 24' SB US-59 (Mainline) 24'3.54

0.24 48'Turning Lanes at RD 1100

0.30 15'NB US-59 Off Ramp to N 1000 Rd.

SB US-59 Off Ramp to N 1000 Rd.

N 1000 Rd. On Ramp to NB US-59

N 1000 Rd. On Ramp to SB US-59

0.43 15'

0.29 15'

0.37 15'

16'7.09NB Inside/Outside Shoulders

SB Inside/Outside Shoulders 7.09 16'

0.30 10'NB US-59 Off Ramp to N 1000 Rd.

SB US-59 Off Ramp to N 1000 Rd.

N 1000 Rd. On Ramp to NB US-59

N 1000 Rd. On Ramp to SB US-59

0.43 0.29 0.37

9' 9.5' 9'

NB US-59 Off Ramp to N 1000 Rd.

SB US-59 Off Ramp to N 1000 Rd.

N 1000 Rd. On Ramp to NB US-59

N 1000 Rd. On Ramp to SB US-59

26' 19' 30' 24'

0.04

0.04

0.07

0.07

1.5 in. Mill & OL

TYPICAL SECTION

Slope Varies

Chip Seal

Match Existing Surface not to scale

ROADWAY WIDTHS

Approx. Approx.

Location mile Width Location mile Width

Jct K-170/K-99 to NCL Admire 8.37 25.0 Minus Bridge Locations

#1 Over KTA Route 335 .069

#2 Duck Creek Bridge .019

#3 Hill Creek Bridge .027

RATE OF APPLICATION

Cover Material @ 0.0082 yd3/yd2 Emulsified Asphalt (CRS-1HP) @ 0.42 gal/yd2

Date: 3/31/2023 10:47 AM

KANSAS DEPARTMENT OF

TRANSPORTATION

LyonCo. TITLE: CHIPSEALLOADT

Shawnee County

1.5" Mill + 1.5" Overlay

-HMA (PG 70-28)(Mainline) @ 0.08156 TON/SQYD

-(Emulsified Asphalt) @ 0.05 GAL/SQYD -Milling Computed by the square yard

- HMA Commercial Grade (Class A) @ 0.08156 TON/SQYD -Cover Material CM-L-1 (Seal) @ 0.0060 yd3/yd2 -Emulsified Asphalt (CRS-1HP) @ 0.25 gal/yd2

*0+00 = South Project Limit

*186+86 = North Project Limit

*Bridges Excluded

*Previous Work Zone Excluded (24+53 - 55+78)

General Notes:

TITLE: 2.0"Mill + 2.0" Overlay

Median Crossovers:

189+47

Length Length

129+45

69+30

216+50 (Center)

216+50 (RT)

216+50 (LT)

N 1100 Rd.:

47 40

31 46

49 41

35 40

43 90

87 42

2.0 in. Mill & OL

Rock Wedge Rock Wedge

PROJ. NO. 59-23 KA 8130-01

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RECAPITULATION OF QUANTITIES

ITEMS TOTAL UNITS

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

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6") 46774 lnft

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(8") 2713 lnft

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

PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") 41155 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") 90 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) 10.0 EACH

PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (Rt Turn Arrow) 10 EACH

PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) ( ONLY ) 0 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

41155

59-23 KA 8130-01

Pg 1 of 2

Pg 2 of 2

12/05/2025

Lane Closure on M ulti lane Highway

Traffic Control

TE744 (1 of 1)

A rr o w

D is p la y

S p a c e

B u f f e r

W h it e

L C

B /3

B /3

B /3

A

A /4

A /2

B A

/2

48"x 48"

W 4-2R

48"x 60"

R4-1

48"x 60"

R2-1

48"x 12"

KM 4-20P

48"x 48"

W 3-5

48"x 48"

W 20-5

48"x 48"

W 20-1

24"x 18"

W 7-3A

48"x 48"

W 20-5

48"x 60"

R2-1

W rk a c e

A

48"x 36"

KR2-6

48"x 12"

KM 4-20P

48"x 24"

KG20-2

48"x 24"

KR2-11

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

R ig h t o r

L e ft

L e n g th t o t h e N e a re s t

W h o le

M il

A e a d f t, o r m il e

T y p e

A L o w

I n te n s it y W a rn in g

L ig h t

C h a n n e li z in g D e v ic e

T y p e

B a rr ic a d e s m il e

A h e a d f t, f t, o r

Plotted by : Robert.Bartron@ks.gov 9-DEC-2025 22:22 la n e t h a t e x te n d s n e a r to o r in to th e o p e n t ra ff ic l a n e

A d d s ig n s a n d d e v ic e s a s s h o w n f o r w o rk i n s id e a c lo s e d

S H

IF

T

IN

G

T A

P E

R D

E T

A

IL

L /2

L /2

A A

Taper

Begin

Taper

End

Taper

End

Taper

Begin

48"x 48"

W 1-4R

48"x 48"

W 1-4L

W h it e

W rk a c e o f th e s h if ti n g t a p e r.

is r e q u ir e d t o b e p la c e d a t a n

A d is ta n c e i n a d v a n c tw r e v e rs e c u rv e s i s l e s s t h a n f t.

O n ly o n e W

-1 s o u ld b e u s e d i f th e t a n g e n t d is ta n c e b e tw e e n t e d o u b le r e v e rs e c u rv e

W -1

W

-1 a o r W

-1 b

A a n y o th e r m e rg in g o r s h if ti n g t a p e r.

W -4 s ig n s h o u ld b e a t le a s t

A /2 d is ta n c e f ro m a lo n g c h a n n e li z in g d e v ic e s

F o r le ft l a n e c lo s u re s u s e W

-2

L a n d y e ll o w e d g e l la e

A t le a s t o n e T y p e b a rr ic a d e s h o u ld b e p la c e d a t le a s t e v e ry in a c lo s e d o n a p ro je c t o f m il e s o r lo n g r.

s ig n s s h o u ld b e p la c e d a t m il e i n c re m e n ts

T h e W

-5 a n e C lo s e d a n d W

-3

A

N e x t

X M il e s

L e ft

-s id e s ig n s s h a ll b e o m it te d f o r a f o u r-la n e u n d iv id e d h ig h w a y

S h o u ld e r

T a p e r is r e q u ir e d i f p a v e d s h o u ld e r is o r w id e r.

M il e a g e t o b e D e te rm in e d b y t h e E n g in e r.

DATE REVISIONS APP'DNO.

12/05/25 Current Release N.J.R.

BY

R.W.B.

.d g n

F il e

Kansas Departm ent of Transportation

Proj. No.

of

FHW A APPROVAL:

DO

NOT

PASS

WORK ZONE

NEXT

X MILES

ROAD

WORK

LANE

CLOSED

SPEED

LIMIT

SPEED

LIMIT

LANE

CLOSED

SPEED

LIMIT

WORK ZONE

FINES

DOUBLE

END

ROAD WORK

DOUBLE

FINES END

15-08029

Sheet 1 of 2

KANSAS DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS, 2015 EDITION

Add a new SECTION in DIVISION 800

WORK ZONE TRAFFIC CONTROL AND SAFETY

1.0 WORKERS PRESENT – HANDS-FREE PHONE ONLY

Add KR5-17 WORKERS PRESENT – HANDS-FREE PHONE ONLY signs an “A” distance upstream of the KR2-

6 FINES DOUBLE with KM4-20P WORK ZONE plaque sign assembly on the right side of the roadway to the following Standard Plan Sheets: TE720, TE722, TE724, TE730, TE731, TE732, TE736, TE737, TE740, TE742, TE744, TE745, TE746, and TE748 and all project specific temporary traffic control layouts.

Add KR5-17 WORKERS PRESENT – HANDS-FREE PHONE ONLY signs an “A” distance upstream of the first

W20-1 ROAD WORK AHEAD or W20-3 ROAD CLOSED XXXXFT that is visible to approaching traffic on

Standard Plan Sheet:…