Bid Notice-Milling _ HMA Overlay. US-59 - Anderson 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: U059-002 KA 8120-01

CALL ORDER NUMBER: 641

PROPOSAL NUMBER: 526116414

LETTING DATE 11/18/2026

COUNTY: ANDERSON

FUND TYPE: STATE

GARNETTKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

MILLING AND HMA OVERLAY. US-59; FR HOMERUN DR N TO AN/FR

CL IN AN CO. LGTH 6.75 MI. TIED TO KA 8121-01.

RESTRICTED DAYS

(60)

TOTAL CONTRACT DAYS

(80)

TIED TO: 526112424 KA 8121-01

MARCH 29, 2027

JULY 19, 2027

Earliest Start Date:

Latest Start Date:

4:34:30PM10/20/2026 @

Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01 Contract No. 526116414

U059-002 KA 8120-01 U059-002 KA 8120-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526116414

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.:

U059-002 KA 8120-01 / U059-002 KA 8120-01

The general scope, location and net length are:

MILLING AND HMA OVERLAY. US-59; FR HOMERUN DR N TO AN/FR CL IN

AN CO. LGTH 6.75 MI. TIED TO KA 8121-01.

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 _60_ Restricted Days and shall complete the work within the total Contract Working Days of _80_.

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: U059-002 KA 8120-01 STATE CONTRACT NO: 526116414

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: ANDERSON4

MILLING AND HMA OVERLAY. US-59; FR HOMERUN DR N TO AN/FR CL IN AN CO.

LGTH 6.75 MI. TIED TO KA 8121-01.

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 (ANDERSON COUNTY)KS20260063

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

WORKING DAYS AND LIQUIDATED DAMAGES15-01006-R02

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

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

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

MAINTENANCE AND RESTORATION OF HAUL ROADS15-08018

WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04

DURABLE PAVEMENT MARKING15-08020-R02

FIELD OFFICE AND LABORATORY15-08023-R01

RUMBLE STRIPS (MILLED)15-08025

SPECIAL PROVISION LIST

PAGE:

DATE:

10/17/26

STATE PROJECT NO: U059-002 KA 8120-01 STATE CONTRACT NO: 526116414

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: ANDERSON4

MILLING AND HMA OVERLAY. US-59; FR HOMERUN DR N TO AN/FR CL IN AN CO.

LGTH 6.75 MI. TIED TO KA 8121-01.

PROVISION NO. DESCRIPTION

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

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

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

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

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-MR1011

HOT MIX ASPHALT (HMA) CONSTRUCTION15-PS0010-R3

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 $30.000 $30.00

FLAGGER (SET PRICE) /

Section 01 Total 30.00

Section 02

ASPHALT SURFACING ITEMS

4 060241 10996.000 TON

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

5 081699 10996.000 TON

QUALITY CONTROL TESTING (HMA) /

6 010819 84.000 TON

EMULSIFIED ASPHALT (EMULSION BONDING LIQUID) /

7 011750 1.000 EACH $50.000 $50.00

ASPHALT CORE (SET PRICE) /

8 000063 1.000 EACH $1.000 $1.00

ASPHALT AIR VOID PAY ADJUSTMENT /

9 000062 1.000 EACH $1.000 $1.00

ASPHALT DENSITY PAY ADJUSTMENT /

10 081773 4263.000 TON

MILLING /

11 080465 1.000 TON $250.000 $250.00

MATERIAL FOR HMA PATCHING (SET PRICE) /

12 081050 1789.000 TON

PAVEMENT EDGE WEDGE (ROCK) /

13 010112 1.000 MGAL $40.000 $40.00

WATER (FLEXIBLE PAVEMENT) (SET PRICE) /

14 070914 357.800 STAL

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

Section 02 Total 342.00

Section 03

RUMBLE STRIPS

15 032406 357.800 STA.

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

16 072252 715.600 STA.

RUMBLE STRIPS (MILLED) (ASPHALT) /

Section 03 Total

Section 04

PAVEMENT MARKINGS ITEMS

17 023140 74051.500 LNFT

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

18 023143 23113.500 LNFT

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

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19 023144 195.000 LNFT

PAVEMENT MARKING (MULTI-COMPONENT) (YELLOW) (12") /

20 013348 4.000 EACH

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

Section 04 Total

Item Total $372.00

Contractor: Check: Page 12

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15-MR1011

Sheet 1 of 1

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

SECTION 602

MODIFIED REQUIREMENTS – ASPHALT MIXTURES

Project Number: 59-2 KA-8120-01

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 2.535

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 or from project 59-30 KA-8121-01 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-PS0010-R3

Sheet 1 of 6

KANSAS DEPARTMENT OF TRANSPORTATION

SECTION 602

HOT MIX ASPHALT (HMA) CONSTRUCTION

(Quality Control/Quality Assurance (QC/QA))

Page 600-2, replace subsection 602.1 with the following:

602.1 DESCRIPTION

Mix and place 1 or more courses of plant produced HMA mixture on a prepared surface as shown in the

Contract Documents using a spray paver. Demonstrate quality control by providing the quality control testing.

BID ITEMS UNITS

HMA Base (*)(**)(***) Ton

HMA Surface (*)(**)(***) Ton

HMA Overlay (*)(**)(***) Ton

HMA Pavement (#) (##) Square Yard

HMA Pavement (#) Shoulder Square Yard

Emulsified Asphalt (****) Ton

Asphalt Core (Set Price) Each

Material for HMA Patching (Set Price) Ton

Quality Control Testing (HMA) Ton *Mix Designation

**Grade of Asphalt Binder

***Shoulder

****Type and Grade of Emulsified Asphalt

# Thickness

##Type of surface course HMA mixture

Page 600-10, delete subsection 602.4b. and replace with the following:

b. Road Surface Preparation.

(1) Preparation of Earth Subgrade. Do not place any surfacing material on any section, until the ditches and drains along that section are constructed to effectively drain the highway, and the base or subgrade is trimmed to the line, grade and typical cross-section as shown in the Contract Documents.

Do not deposit any material until the subgrade or base has been checked and approved by the Engineer.

Maintain the subgrade as prepared until it is covered with the base course. Repair any defects which may develop, at the Contractor’s expense, to the satisfaction of the Engineer.

Protect the subgrade from damage when handling materials, tools and equipment. Do not store or stockpile materials on the subgrade. Do not place material or lay pavement on a frozen or muddy subgrade, or when it is raining or snowing.

Lightly spray the subgrade or base with water to obtain a thoroughly moistened condition when the HMA is deposited on it. Lightly scarify, where necessary. Do not puddle water on the grade. Disturb the originally compacted crust or top portion of the subgrade as little as possible.

(2) Preparation of an Existing Asphalt Pavement. Clean the surface to remove all foreign material and broom to remove dust. Excavate areas shown in the Contract Documents to be patched to a depth directed by the

Engineer. Fill with HMA and compact.

(3) Preparation of an Existing Concrete or Brick Pavement. Clean all foreign material and broom to remove dust. Clean and fill cracks and joints, and construct surface leveling as shown in the Contract Documents.

Page 600-11, delete subsection 602.4e. and replace with the following:

Sheet 2 of 6

e. Paving Operations. Do not raise (dump) the wings of the spray paver receiving hopper at any time during the paving operation. The Engineer may waive this requirement if it is determined that raising (dumping) the wings will not produce detrimental segregation. If segregation or irregularities in the pavement surface or density are noted, review the plant, hauling and paving operations and take corrective action. The recommendations made in KDOT’s "Segregation Check Points" should reduce the segregation and irregularities to an acceptable level.

Copies of KDOT’s "Segregation Check Points" may be obtained from the KDOT District Office or Field Engineer.

Spread the HMA and finish to the specified crown and grade using an automatically controlled HMA spray paver. Operate the spray paver at a speed which shall provide a uniform rate of placement without undue interruption.

At all times, keep the spray paver hopper sufficiently full to prevent non-uniform flow of the HMA to the augers and screed.

If the automatic grade control devices break down, the Engineer may allow the spray paver to operate to the close of the working day, provided the surface is satisfactory. Do not operate the spray paver without working automatic control devises upon another lift that was laid without automatic controls.

If the spray paver breaks down when placing a lift on a HMA surface, the Engineer may allow HMA that has already been produced to be placed with a conventional paver. If the spray paver breaks down when placing a lift on existing PCCP or brick pavement, a conventional paver may not be used. Do not resume production of HMA that is to be placed with the spray paver until the spray paver is repaired and functional.

(1) Equipment Use a transfer device between the haul units and the spray paver to assist in maintaining continuous placement. Use equipment such as a shuttle buggy, material transfer vehicle or mobile conveyor. (The material will not be deposited on the roadway and a pick-up device used to transfer the material to the spray paver.)

Use a self-priming spray paver approved by the Engineer.

Use a spray paver that conforms with asphalt paver requirements in SECTION 155 and the following:

• equipped with a receiving hopper, feed conveyor, asphalt emulsion storage tank, a system for measuring the asphalt emulsion volume applied, one or more spray bars, and a heated, variable width, vibratory screed;

• capable of uniformly spraying the asphalt emulsion at the specified rate, applying the HMA and leveling the surface of the mat in one pass;

• capable of paving at a controlled speed from 30-100 ft./minute;

• equipped so no wheel or other part of the paving machine is in contact with the asphalt emulsion before the HMA is applied; and

• has a screed with the ability to crown the pavement at the center and extensions that can be adjusted vertically to accommodate the desired pavement profile.

(2) Surface Quality. Spread the HMA without tearing the surface. Strike a finish that is smooth, free of segregation, true to cross section, uniform in density and texture and free from surface irregularities. If the pavement does not comply with all of these requirements, plant production and paving will be suspended until the deficiency is corrected.

The Engineer will check segregation and uniformity of density using methods outlined in Section 5.8.3, Segregation Check Using the Nuclear Density Gauge, Part V. For shoulders with a plan width of less than or equal to 3 feet, and placed at the same time as the traveled way, do not take nuclear density readings on the shoulder nor within 1 foot of the shoulder unless the pavement section is uniform across the entire roadway. The acceptable criteria for density uniformity are in TABLE 602-7.

TABLE 602-7: SEGREGATION AND UNIFORMITY OF DENSITY CHECK

Mix Designation Maximum Density Range

(highest minus lowest)

Maximum Density Drop

(average minus lowest)

All 4.4 lbs./cu. ft. 2.2 lbs./cu. ft.

Whenever the results from 2 consecutive density profiles fail to comply with both of the requirements listed in

TABLE 602-7, plant production and paving will be suspended. Follow the procedures listed in the Profile Evaluation

Subsection of Section 5.8.3, Segregation Check Using the Nuclear Density Gauge, Part V until production may be resumed.

Joint density testing and the associated requirements listed below do not apply for HMA lift thicknesses less than or equal to 1 inch.

Evaluate the longitudinal joint density using methods outlined in Section 5.8.4 Joint Density Evaluation

Using the Nuclear Density Gauge, Part V. Although it is the Contractor’s responsibility to perform the joint density

Sheet 3 of 6 evaluation, the Engineer may make as many independent joint density verifications as deemed necessary at the random sample locations. The Engineer’s results will be used for acceptance for joint density, whenever available.

Unless shown otherwise in the Modified Requirements – Asphalt Mixtures Contract Special Provision, acceptable criteria for joint density are in TABLE 602-8.

TABLE 602-8: JOINT DENSITY REQUIREMENTS

Nuclear Gauge Readings Requirement

Interior Density minus Joint Density ≤ 3.0 lbs./cu. ft.

OR

Joint Density ≥ 91.00% of Gmm

If the results of 2 consecutive density profiles fail to comply with TABLE 602-8, the plant production and paving operations will be suspended. Follow the procedures listed in the Joint Evaluation Subsection of Section

5.8.4 Joint Density Evaluation Using the Nuclear Density Gauge, Part V, until production may be resumed.

(3) Application. Spray the asphalt emulsion by a metered mechanical pressure spray bar at a temperature of 120-180ºF or as recommended by the asphalt emulsion supplier. Use a sprayer that accurately and continuously monitors the rate of spray and provides a uniform application across the entire width to be overlaid. The Engineer may make adjustments to the spray rate based upon the existing pavement surface conditions and the recommendations of the asphalt emulsion supplier.

Place the HMA over the full width of the asphalt emulsion with a heated vibratory screed. Control the amount of HMA in front of the screed so it does not interfere with the application of the asphalt emulsion. Adjust the screed and its extensions to eliminate variances in surface texture caused by density segregation. Operate the spray paver as continuously as possible.

(4) Leveling Courses. In general, spread leveling course mixtures by the method which produces the best results under prevailing conditions to secure a smooth base of uniform grade and cross section. The leveling course may be spread with a properly equipped paver or motor grader.

(5) Lift Thickness. Except for leveling courses or when shown otherwise in the Contract Documents, TABLE 602-9 applies. The Engineer may adjust lift thickness to utilize the most efficient method of acquiring specified density and surface quality. The minimum lift thickness for any HMA mixture is 3 times the nominal maximum aggregate size, unless otherwise designated in the Contract Documents or approved by the Engineer.

TABLE 602-9: NOMINAL COMPACTED THICKNESS

Lift Maximum Nominal Compacted Thickness

Surface 2 inches

Base 4 inches

(6) Grade Control. Achieve grade control by use of 1 or more of the following grade reference devices.

Approval of any of these devices will be based upon satisfactory performance.

(a) Traveling Stringline. Attach a traveling stringline or ski type attachment, a minimum length of

30 feet, to the spray paver and operate parallel with its line of travel.

(b) Reference Shoe. Attach a short reference shoe or joint matching device to the spray paver for control in matching surface grades along longitudinal joints.

(c) Erect Stringline. Use an erected stringline consisting of a tightly stretched wire or string offset from and parallel to the pavement edge on 1 or both sides. Erect the stringline parallel to the established pavement surface grade and support at intervals as necessary to maintain the established grade and alignment.

(d) Stringless Paving. Control line, grade and pavement cross-section as shown in the Contract

Documents. Use electronic guidance systems that meet the requirements and tolerances listed in

SECTION 802. Horizontal control is guided by GPS. Vertical control is guided by Total Stations.

GPS will not be allowed for Vertical control.

When paving on a fresh subgrade that has not been trimmed by an automatically controlled machine, use an erected stringline or stringless paving to establish grade. Use either of these options

Sheet 4 of 6 on the first or second lift. When directed by the Engineer, use an erected stringline or stringless paving to match grade control points such as bridges.

(7) Compaction of Mixtures. Uniformly compact the HMA as soon after spreading and strike-off as possible without shoving or tearing. Use self-propelled rollers operated at speeds slow enough to avoid displacement of the HMA. Equipment and rolling procedures which result in excessive crushing of the aggregate are prohibited. Use a sufficient number and weight of rollers to compact the HMA to the required density, using a minimum of 2 rollers. See subsections 602.4e.(8) for exceptions to the minimum number of rollers. Perform final rolling with a steel roller unless otherwise specified. On the final pass, operate finish rollers in the static mode or the oscillating mode.

Coordinate the frequency, amplitude and forward speed of the vibratory roller to achieve satisfactory compaction without objectionable undulations. For HMA lifts with a compacted thickness less than 1¼ inch, operate vibratory rollers in the static mode.

Keep rollers in operation as necessary so all parts of the pavement receive substantially equal compaction at the proper time. The Engineer will suspend HMA delivery to the project at any time proper compaction is not being performed.

Remove, replace with suitable material and finish according to these specifications any mixture that becomes loose, broken, mixed with foreign material or which does not comply in all respects with the specifications.

(8) Density Requirements.

(a) For mixes with a specified thickness greater than or equal to 1½ inches:

For lots 1 and 2, control density as shown in subsection 602.4e.(8)(b). Before beginning production, the Contractor has the option to accept the pay adjustment for density on both Lots 1 and 2, or only Lot 2. If the Contractor chooses to accept the pay adjustments for density on both

Lots 1 and 2, or only Lot 2, control the density as shown in subsections 602.4e.(8)(a)(i-ii). If the

Contractor chooses to accept pay adjustment for density on Lot 1, the pay adjustment can not be rejected on Lot 2.

(i) HMA Overlay. For lots 3 and greater, the lot density requirements and appropriate density pay adjustment factors are shown in subsection 602.9b. as the percent of the Gmm value based on the average of the density tests. The standard lot size is 10 density tests.

Smaller lot sizes may result as outlined in TABLE 602-10. Normally, the Gmm value used to calculate the density percentage is the average value of all Gmm tests conducted the same day the lot was placed and compacted. If less than 3 Gmm values were obtained that day, use the moving average value (last 4 tests prior to the end of the day). When starting a mix and less than 4 Gmm values have been determined, use the average value of those available at the end of each day.

(ii) HMA Surface, HMA Base and HMA Pavement.