Bid Notice-Milling _ HMA Overlay. K-10 - 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: K010-023 KA 8138-01

CALL ORDER NUMBER: 612

PROPOSAL NUMBER: 526116121

LETTING DATE 11/18/2026

COUNTY: DOUGLAS

FUND TYPE: STATE

TOPEKAKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

MILLING AND HMA OVERLAY. K-10; FR 0.462 MI W OF E1900 RD E TO

DG/JO CLIN DG CO. LGTH 5.83 MI.

RESTRICTED DAYS

(35)

TOTAL CONTRACT DAYS

(45)

Earliest Start Date:

Latest Start Date:

4:34:30PM10/20/2026 @

Letting 11/18/2026 Kansas Department of Transportation Project No. K010-023 KA 8138-01 Contract No. 526116121

K010-023 KA 8138-01 K010-023 KA 8138-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526116121

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.:

K010-023 KA 8138-01 / K010-023 KA 8138-01

The general scope, location and net length are:

MILLING AND HMA OVERLAY. K-10; FR 0.462 MI W OF E1900 RD E TO

DG/JO CLIN DG CO. LGTH 5.83 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 _35_ Restricted Days and shall complete the work within the total Contract Working Days of _45_.

10. The Contractor shall complete the Project according to the plans, Standard Specifications, provisions identified in the Special Provision List and all other Contract Documents identified in Standard Specifications subsection 101.3

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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: K010-023 KA 8138-01 STATE CONTRACT NO: 526116121

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

MILLING AND HMA OVERLAY. K-10; FR 0.462 MI W OF E1900 RD E TO DG/JO CLIN

DG CO. LGTH 5.83 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-TAX CLEARANCE CERTIFICATE01-01-11-R01

POLICY AGAINST SEXUAL HARASSMENT03-01-18

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

REQUIRED CONTRACT PROVISIONS KS FUNDED CONST CONTRACTS15-01003

FUEL ADJUSTMENT15-01008-R02

ASPHALT PRICE ADJUSTMENT15-01009-R01

EMULSIFIED ASPHALT ADJUSTMENT15-01010

ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT15-01011-R06

SEASONAL LIMITATIONS15-01012-R01

PROSECUTION AND PROGRESS15-01016-R04

CONTROL OF WORK15-01019-R02

BIDDING REQUIREMENTS AND CONDITIONS15-01021-R03

SCOPE OF WORK15-01022-R04

BIDDING REQUIREMENTS AND CONDITIONS15-01023

AWARD AND EXECUTION OF CONTRACT15-01024

ASPHALT SURFACING AND ASPHALT RECYCLING EQUIPMENT15-01501

ASPHALT PAVEMENT SMOOTHNESS15-06006-R01

HOT MIX ASPHALT CONSTRUCTION QC/QA15-06007-R03

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

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

FIELD OFFICE AND LABORATORY15-08023-R01

SPECIAL PROVISION LIST

PAGE:

DATE:

10/17/26

STATE PROJECT NO: K010-023 KA 8138-01 STATE CONTRACT NO: 526116121

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: DOUGLAS1

MILLING AND HMA OVERLAY. K-10; FR 0.462 MI W OF E1900 RD E TO DG/JO CLIN

DG CO. LGTH 5.83 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.

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-MR1001

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 060290 10291.000 TON

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

7 060291 10151.000 TON

HMA OVERLAY (SR-12.5A) (PG 76-34) /

8 081699 20442.000 TON

QUALITY CONTROL TESTING (HMA) /

9 080672 100.000 TON

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

10 011764 187885.000 SQYD

MILLING /

11 012809 697.000 STA.

MANIPULATION (CHIP SEAL) /

12 010814 709.000 CUYD

COVER MATERIAL (CM-L-1) /

13 010256 39.000 TON

EMULSIFIED ASPHALT (SS-1HP) /

14 000062 1.000 EACH $1.000 $1.00

ASPHALT DENSITY PAY ADJUSTMENT /

15 000063 1.000 EACH $1.000 $1.00

ASPHALT AIR VOID PAY ADJUSTMENT /

16 011750 1.000 EACH $50.000 $50.00

ASPHALT CORE (SET PRICE) /

17 080465 1.000 TON $250.000 $250.00

MATERIAL FOR HMA PATCHING (SET PRICE) /

18 081050 3752.000 TON

PAVEMENT EDGE WEDGE (ROCK) /

19 011478 1.000 MGAL $40.000 $40.00

WATER (EARTHWORK COMPACTION) (SET PRICE) /

20 070914 616.000 STAL

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

21 070916 188.000 STAL

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

Section 02 Total 342.00

Section 03

RUMBLE STRIPS

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22 072252 1097.000 STA.

RUMBLE STRIPS (MILLED) (ASPHALT) /

Section 03 Total

Section 04

PAVEMENT MARKING ITEMS

23 023140 67334.000 LNFT

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

24 023141 6395.000 LNFT

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

25 023428 1117.000 LNFT

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

26 023192 72245.000 LNFT

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

27 013812 184.000 LNFT

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

Section 04 Total

Item Total $4,387.00

Contractor: Check: Page 12

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15-MR1001

Sheet 1 of 2

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

SECTION 602

MODIFIED REQUIREMENTS – ASPHALT MIXTURES

Project Number: 10-23 KA-8138-01

Page 600-9 replace subsection 602.3f. with the following:

f. Additives. Provide Warm Mix Asphalt (WMA) additives or processes that comply with SECTION 1207.

For mixes containing Warm Mix Asphalt (WMA) additives, submit for the Engineer’s review and approval, the additive or process used, the recommended rate of application, and the temperature ranges for mixing and compaction. Do not reduce temperature ranges for mixing and compaction unless density is subject to pay adjustment.

Mixing temperature range is provided by the Asphalt Binder Supplier. When using WMA, the mixing temperature may be reduced no more than 30oF for WMA water foaming processes, and no more than 70oF for WMA chemical and organic additives.

Page 600-16, replace TABLE 602-12 with the following:

TABLE 602-12: SPECIFICATION WORKING RANGES (QC/QA)

Mix Characteristic Tolerance from JMF

Single Test Value Plot 4 Point Moving Average Value

Plot

Binder Content ±0.6% * ±0.3% *

Mix Characteristic Tolerance for Specification Limits

Single Test Value Plot 4 Point Moving Average Value

Plot

Gradation (applicable sieves in TABLE 602-1) N/A * zero tolerance * Air Voids @ Ndes gyrations -1.0%, +1.5% * N/A Voids in Mineral Aggregate (VMA) Mainline: 0.5% below min.

Shoulder: 1.0% below min.

* zero tolerance *

Course Aggregate Angularity (CAA) zero tolerance N/A Sand Equivalent (SE) zero tolerance N/A Fine Aggregate Uncompacted Voids (FAA) zero tolerance N/A %Tensile Strength Ratio (%TSR) zero tolerance * N/A Density @ Nini and Nmax N/A zero tolerance Dust to Effective Binder (D/B) Ratio zero tolerance * zero tolerance *

15-MR1001

Sheet 2 of 2

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

TABLE 602-1, COMBINED AGGREGATE REQUIREMENTS].

TABLE 1: PROJECT MIX REQUIREMENTS

MIX CRITERIA

SR-12.5A (PG70-28 RCI)(2)

SR-12.5A (PG76-34)(3)

AGGREGATE:

Coarse Angularity (min. %) 95/90(1)

Uncompacted Voids-Fine (min. %) 45 Sand Equivalent (min. %) 45 Reclaimed Asphalt Pavement (RAP) (max. %) 15 RAP Bulk Specific Gravity 2.580

COMPACTION REVOLUTIONS:

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

MIX:

VFA 65 - 82

(1) 95/90 denotes that 95% of the coarse aggregate has one fractured face and 90% has two or more fractured faces.

(2) Between 0 and 15% RAP may be used. Use the material milled from the project as the RAP source. Do not use

RAS in the mix. 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 RCI).

Percent RAP Name

0 SM-12.5A (PG70-28 RCI)

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

(3) Between 0 and 15% RAP may be used. Use the material milled from the project as the RAP source. Do not use

RAS in the mix. 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 (PG76-34).

Percent RAP Name

0 SM-12.5A (PG76-34)

1 - 15 SR-12.5A (PG76-34)

10/5/26 C&M (BTH)

15-PS0018

Sheet 1 of 1

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

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)

12.

13.

14.

15.

Milled surfaces must be filled on the same day.

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

10. All gore areas will be chip sealed.

14. EB paving will utilize the HMA Overlay (SR 12.5 A)(PG 70-28)RCI, this will be denoted in the typicals with the "*" symbol.

15. WB paving will utilize the HMA Overlay (SR 12.5 A)(PG 76-34), this will be denoted in the typicals with the "**" symbol.

10-23 KA 8138-01

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

3Var. Var.

PROJ. NO. 10-23 KA 8138-01Douglas County

Chip Seal

TITLE: 2.0"Mill + 2.0" Overlay Shoulder Chip Seal

General Notes:

-HMA Overlay (SR 12.5A) ( PG 70-28 RCI) @ 0.1088 TON/SQYD -HMA Overlay (SR 12.5A)(PG 76-34) @ 0.1088 TON/SQYD -(Emulsified Asphalt) @ 0.05 GAL/SQYD -Milling Computed by the square yard

Cover Material CM-L-1 (Seal) @ 0.0060 yd3/yd2

Emulsified Asphalt (CRS-1HP) @ 0.25 gal/yd2

0+00 = West Project Limit (4,992' south of NW 46th St EWS)

308+16 = East Project Limit (4,705' north of NW 46th St EWS)

Bridges Excluded

* EB Mainline (Mill & OL):

0+00 - 72+20 (EB Mainline) 1.37 24' 76+55 - 259+00 (EB Mainline)

261+45 - 288+98 (EB Mainline)

291+95 - 298+73 (EB Mainline)

299+97 - 308+16 (EB Mainline)

308+16 - 299+97 (WB Mainline)

298+73 - 291+95 (WB Mainline)

288+98 - 261+45 (WB Mainline)

259+00 - 76+55 (WB Mainline)

72+20 - 0+00 (WB Mainline)

24' 24'

24' 24'

24' 24' 24' 24' 24'

3.46 0.52 0.13 0.16

0.16 0.13 0.52

3.46

** Westbound Radii (Mill & OL):

E 1900 Rd Off Ramp

E 1900 Rd On Ramp

E 2200/Church Off Ramp

E 2200/Church On Ramp

E 2300 Rd Off Ramp

E 2300 Rd On Ramp

0.01 0.01 0.01 0.01 0.01 0.01

50.90 56.25 50.25 54.75 53.00 53.25

E 1900 Rd Off Ramp

E 1900 Rd On Ramp

E 2200/Church Off Ramp

E 2200/Church On Ramp

E 2300 Rd Off Ramp

E 2300 Rd On Ramp

* Eastbound Ramps (Mill & OL):

** Westbound Ramps (Mill & OL):

E 2300 Rd Off Ramp

E 2300 Rd On Ramp

E 2200/Church Off Ramp

E 2200/Church On Ramp

E 1900 Rd Off Ramp

E 1900 Rd On Ramp

0.13 0.14 0.18 0.18 0.20 0.13

0.13 0.14 0.18 0.18 0.20 0.13

24'

24' 24'

24' 24' 24'

24'

24' 24'

24' 24' 24'

= HMA Overlay (SR 12.5A) ( PG 70-28 RCI)

= HMA Overlay (SR 12.5A)(PG 76-34)

1.37

** WB Mainline (Mill & OL):

22 in. Mill & OL

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

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

3Var. Var.

PROJ. NO. 10-23 KA 8138-01Douglas County

Chip Seal

TITLE: 2.0"Mill + 2.0" Overlay Shoulder Chip Seal

Eastbound Ramps Radii (Mill & OL):

E 1900 Rd Off Ramp

E 1900 Rd On Ramp

E 2200/Church Off Ramp

E 2200/Church On Ramp

E 2300 Rd Off Ramp

E 2300 Rd On Ramp

0.01 0.01 0.01 0.01 0.01 0.01

61.50 54.15 60.00

47.25 56.60

48.50

0.20Start to 1900 Off Ramp Gore

1900 Off Ramp to 1900 On Ramp

1900 On Ramp Gore to Wakarusa Rvr

Wakarusa Rvr to Church Off Ramp

Church Off Ramp to On Ramp

Church On Ramp to 2300 Off Ramp

2300 Off Ramp to 2300 Bridge

2300 Bridge to 2300 On Ramp

2300 On Ramp Rd to Captain Creek

Captain Creek to E 2400 Rd Bridge

2400 Rd Bridge to E End of Project

E End of Project to 2400 Rd Bridge

2400 Rd Bridge to Captain Creek

Captain Creek to 2300 Off Ramp

2300 Off Ramp to 2300 Bridge

2300 Bridge to 2300 On Ramp

2300 On Ramp to Church Off Ramp

10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10'

10' 10' 10' 10' 10' 10'

0.29 0.57 1.72 0.36 0.74 0.19 0.12 0.26 0.13 0.20

0.20 0.13 0.26

0.14 0.12

Outside Shoulder (Chip Seal):

Outside Shoulder Cont. (Chip Seal):

0.83 Church Off Ramp to On Ramp

Church On Ramp to Wakarusa Rvr

Wakarusa Rvr to 1900 Off Ramp

1900 Off Ramp to 1900 On Ramp

1900 On Ramp to W Start of Project

10' 10' 10' 10' 10'

0.31 1.73 0.61 0.29 0.14

General Notes:

-HMA Overlay (SR 12.5A) ( PG 70-28 RCI) @ 0.1088 TON/SQYD -HMA Overlay (SR 12.5A)(PG 76-34) @ 0.1088 TON/SQYD -(Emulsified Asphalt) @ 0.5 GAL/SQYD -Milling Computed by the square yard

Cover Material CM-L-1 (Seal) @ 0.0060 yd3/yd2

Emulsified Asphalt (CRS-1HP) @ 0.25 gal/yd2

22 in. Mill & OL

0+00 = West Project Limit (4,992' south of NW 46th St EWS)

308+16 = East Project Limit (4,705' north of NW 46th St EWS)

Bridges Excluded

= HMA Overlay (SR 12.5A) ( PG 70-28 RCI)

= HMA Overlay (SR 12.5A)(PG 76-34)

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

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

3Var. Var.

PROJ. NO. 10-23 KA 8138-01Douglas County

Chip Seal

TITLE: 2.0"Mill + 2.0" Overlay Shoulder Chip Seal

General Notes:

-HMA Overlay (SR 12.5A) ( PG 70-28 RCI) @ 0.1088 TON/SQYD -HMA Overlay (SR 12.5A)(PG 76-34) @ 0.1088 TON/SQYD -(Emulsified Asphalt) @ 0.05 GAL/SQYD -Milling Computed by the square yard

Cover Material CM-L-1 (Seal) @ 0.0060 yd3/yd2

Emulsified Asphalt (CRS-1HP) @ 0.25 gal/yd2

Inside Shoulder (Chip Seal):

W Start of Project to Wakarusa Rvr

Wakarusa Rvr to E 2300 Rd

E 2300 Rd to Captain Creek

Captain Creek to E 2400 Rd

E 2400 Rd to E End of Project

E End of Project to E 2400 Rd

E 2400 Rd to Captain Creek

Captain Creek to E 2300 Rd

E 2300 Rd to Wakarusa Rvr

Wakarusa Rvr to W Start of Project

6'

6' 6' 6' 6' 6'

6' 6' 6' 6'

1.35 3.43 0.55 0.13 0.20 0.20 0.13 0.55 3.43 1.35

23.25'

Eastbound Gores & Decel/Accel Lns (Chip Seal):

East 1900 Road Off Ramp

East 1900 Road Off Ramp

East Church /2200 Off Ramp

East Church /2200 On Ramp

East 2300/1400 Road Off Ramp

East 2300/1400 Road On Ramp

20.00' 23.25' 21.75' 23.25' 21.25'

0.12 0.16 0.12 0.17 0.13 0.17

Westbound Gores & Decel/Accel Lns (Chip Seal):

East 2300 Road Off Ramp

East 2300 Road On Ramp

East Church/2200 Off Ramp

East Church/2200 On Ramp

East 1900 Road Off Ramp

East 1900 Road On Ramp

21.85' 21.50' 23.00' 21.50' 24.50' 21.00'

0.16 0.17 0.13 0.14 0.12 0.16

22 in. Mill & OL

0+00 = West Project Limit (4,992' south of NW 46th St EWS)

308+16 = East Project Limit (4,705' north of NW 46th St EWS)

Bridges Excluded

= HMA Overlay (SR 12.5A) ( PG 70-28 RCI)

= HMA Overlay (SR 12.5A)(PG 76-34)

Project No.

RECAPITULATION OF QUANTITIES

ITEMS TOTAL UNITS

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

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6") 67,334 lnft

PAVEMENT…