- Call No
- 641
- County
- ANDERSON
- Pdf Text
- 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
Contractor: Check:Page 1
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
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.
Contractor: Check:Page 2
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
15. FEDERAL AID DOCUMENTS INCLUDED IN PROPOSAL. If the Project is supported in whole or in part by Federal funds, the
latest revisions of the following provisions (I - IV) also apply to the Project. These documents are not included in the
Project EBSX file but are accessible on KDOT's website and incorporated by reference into the proposal like other
provisions and the exploratory work documents.
I. 11-03-80 Affirmative Action For EEO
II. 11-15-96 Affirmative Action & EEO Policies
III. 09-06-94 U.S. DOT Fraud Hotline
IV. FHWA-1273 Federal-Aid Required Contract Provisions
16. The Secretary reserves the right to reject any and all proposals and to waive any or all technicalities.
17. SIGNATURE SECTION:
A. Electronic Internet Proposal
The person submitting the electronic internet Proposal, on the Contractor's behalf, shall be the person whose digital
identification is used to submit this Proposal. That person shall complete paragraphs B and C. The person whose digital
identification is used to electronically sign this Proposal binds the Contractor to this Proposal and binds the named
individual to the certification in paragraph B.
B. Certification
I CERTIFY THAT I AM AUTHORIZED TO REPRESENT THE CONTRACTOR IN PREPARING AND PRESENTING THIS PROPOSAL. I CERTIFY UNDER
PENALTY OF PERJURY THAT THE FOREGOING (INCLUDING BUT NOT LIMITED TO THE INFORMATION CONTAINED IN THE SPECICIAL
PROVISIONS REFERENCED IN PARAGRAPH 13) IS TRUE AND CORRECT.
EXECUTED ON
C. Signature
Number of company or joint venture:
Name of company or joint venture:
Name of person signing:
Title of the person signing:
Signature: Electronic Internet Proposal
RELEASED FOR CONSTRUCTION:
Date:____________________________________
_________________________________________
Chief of Construction and Materials
Contractor: Check:Page 3
KANSAS DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION LIST
PAGE:
DATE:
1
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
KANSAS DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION LIST
PAGE:
DATE:
2
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
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
REQUIRED CONTRACT PROVISION - 08-10-66-R05 (Rev. 07/05)
CERTIFICATION - NONCOLLUSION AND HISTORY OF DEBARMENT
K.A.R. 36-30-4, 49 C.F.R. 29.335, 23 U.S.C. 112(c), 49 U.S.C. 322
Complete the exceptions below if applicable. The Contractor's signature on the last page of the Contractor's Proposal
(DOT Form 202) supplies the necessary signature for this Certificate.
NONCOLLUSION
I certify that the Contractor submitting this bid has not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection
with the submitted bid.
HISTORY OF DEBARMENT
I certify that, except as noted below, the Contractor submitting this bid and any person associated with this Contractor
in the capacitiy of owner, partner, director, officer, principal, investigator, project director, manager, auditor, or
any position involving the administration of federal funds:
1. Are not currently suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state
agency;
2. Have not been suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state agency
within the past three years;
3. Do not have a proposed debarment pending;
4. Within the past three years, have not been convicted or had a civil judgment rendered against them by a court of
competent jurisdiction in any matter involving fraud, antitrust violations, theft, official misconduct, or other
offenses indicating a lack of business integrity or business honesty; and
5. Are not currently indicted or otherwise criminally or civilly charged by a federal, state, or local government with
fraud, anti-trust violations, theft, official misconduct, or other offenses indicating a lack of business integrity or
business honesty; and
6. Have not had one or more federal, state, or local government contracts terminated for cause or default within the
past three years.
Answer 'Yes' if there are exceptions to the above described circumstances. Answer 'No' if
there are no exceptions.
◯ Yes ◯ No
The exceptions, if any, are:
Contractor: Check:Page 4
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
REQUIRED CONTRACT PROVISION - 04-30-82-R07 (Rev. 01/11)
CERTIFICATION - FINANCIAL PREQUALIFICATION AMOUNT
Select the appropriate response below to indicate whether this Proposal exceeds the Contractor's financial
prequalification amount. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202)
supplies the necessary signature for this Certificate.
I understand that I may be required to identify the outstanding contract and subcontract work of my firm, association or
corporation on DOT Form 284 prior to an award of contract. Unless I obtain approval, I understand that the Secretary may
reject this Proposal if the dollar value of work on this Contract combined with unearned amounts on our unfinished
contract and subcontract work exceeds our prequalification amount.
I certify that the amount of this Proposal plus the total unearned amount of other contracts with the Kansas Department
of Transportation plus the unearned amount of all other contracts in this state or other states ◯ exceeds ◯ does not
exceed the financial prequalification amount of our firm, association or corporation. I also certify that our firm,
association or corporation has the financial ability to do the work.
If this Proposal exceeds the financial prequalification amount, I certify that I obtained approval to submit this bid
from the KDOT representative I have listed below. (Prior approval to exceed the prequalification limit may be made by
telephone or personal contact).
KDOT Approval Granted by:
KDOT Approval Date:
Contractor: Check:Page 5
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
REQUIRED CONTRACT PROVISION - 08-04-92-R03 (Rev. 07/05)
CERTIFICATION - CONTRACTUAL SERVICES WITH A CURRENT
LEGISLATOR OR A CURRENT LEGISLATOR'S FIRM
Select the appropriate response below to indicate whether this contract is with a legislator or a firm in which a
legislator is a member. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202) supplies
the necessary signature for this Certificate.
Kansas Law, K.S.A. 46-239(c), requires this agency to report all contracts entered into with any legislator or any
member of a firm of which a legislator is a member, under which the legislator or member of the firm is to perform
services for this agency for compensation. The Contractor certifies that:
This Contract ◯ is ◯ is not with a legislator or a firm in which a legislator is a member. That Legislator is:
Name:
Address:
City State Zip:
Business Telephone:
Contractor: Check:Page 6
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
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
Contractor: Check:Page 7
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
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
Contractor: Check:Page 8
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
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
Contractor: Check:Page 9
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
REQUIRED CONTRACT PROVISION - 01-01-11-R01 (01-01-11-R01)
TAX CLEARANCE CERTIFICATE
Answer 'Yes' if the Contractor has a current Tax Clearance Certificate. Answer 'No' if the Contractor does not have a
current Tax Clearance Certificate.
◯ Yes ◯ No
Insert the Tax Clearance Confirmation Number if available at the time of bidding:
Contractors shall have a current Tax Clearance Certificate from the Kansas Department of Revenue [KDOR] at the time of
contract award. The Tax Clearance process is a tax account review by KDOR to determine that the Contractor's account is
compliant with Kansas tax laws administered by the Director of Taxation. The Secretary will reject the Contractor's
Proposal as non-responsive if the Contractor does not have a current Tax Clearance Certificate at the time of the
contract award.
To obtain a Tax Clearance Certificate, the Contractor shall complete and submit to KDOR an Application for Tax Clearance
obtained from KDOR's website at http://www.ksrevenue.org/taxclearance.htm. The Application Form can be completed and
submitted on-line, by mail, or by fax. After the Contractor submits the Application, KDOR will provide the Contractor a
Transaction ID number. The Contractor shall use the Transaction ID number to retrieve the Tax Clearance Certificate.
Decisions on on-line applications are generally available the following business day.
After the Contractor obtains the Tax Clearance Certificate, the Contractor shall insert on this Required Contract
Provision the Confirmation Number contained in the Certificate or the Contractor shall submit a copy of the Tax
Clearance Certificate to the KDOT Bureau of Construction and Materials by hand delivery, mail, e-mail or fax. Before
awarding a contract, the Bureau of Construction and Materials will authenticate the Certificate through the Confirmation
Number inserted on this Required Contract Provision or contained on the Certificate submitted.
If the Contractor is unable to retrieve the Tax Clearance Certificate or if KDOR denies the Contractor's Application for
Tax Clearance, the Contractor shall call KDOR's Special Projects Team at 785-296-3199 to determine why KDOR failed to
issue the certificate.
Tax Clearance Certificates are valid for 90 days after issue. To renew a clearance, submit a new Tax Clearance
Application. Information pertaining to a Tax Clearance is subject to change for various reasons, including a state tax
audit, federal tax audit, agent actions, hearings, and other legal actions. The Tax Clearance Certificate is not
"clearance" for all types of taxes the State of Kansas may assess.
Subcontractors also shall have a current Tax Clearance Certificate from KDOR before the Secrtary approves them for
subcontract work. The Contractor shall submit to the KDOT Field Office the Subcontractor's Tax Clearance Certificate
with KDOT Form 259, Request for Approval of Subcontractor.
Contractor: Check:Page 10
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
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") /
Contractor: Check:Page 11
Letting 11/18/2026 Kansas Department of Transportation Project No. U059-002 KA 8120-01
Contract No. 526116414
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 $372.00
Contractor: Check:Page 12
! " #$% &'( ) ( & * +,-. / #*01+.+23,*)+0*+.'0. .,44.,',055555555655----------------------------------------------------------------,.0-78. / #,.010.+.9.33.'45555555555555555555555555555556:585----------------------------------------------------------------3:-::. / #.3 .,;+.0//.0' .3555555555555555555555555655.3 .,;+./4'<+ ' 401<0=555555555555555555556:55.3 .,;+. 3)*' ' +)55555555555555555555555657:5.3 .,;+.1'+..35555555555555555555555555567575.3 .,;+.*,3*.3555555555555555555555555565:5.'//,0.04+.;,+ .,;+.55555555555555555556855+.;,+)'+23,*)+5555555555555555555555555555555655780*+.'0..,*,)'",+555555555555555555555555556:5:858:0*+.'0..00),44.03 )'555555555555555555555556550*+.'0..00),4455555555555555555555555555555555567550*+.'0..'0.555555555555555555555555555555555565850*+.'0..++ 555555555555555555555555555555555556550*+.'0..'*+.55555555555555555555555555555555556550*+.'0..044+.55555555555555555555555555555555555685750*+.'0.*';+.>'*"'49'.+'+9' 0.++?55555555555555555555555555555555555555555556550*+.'0.)+"',5555555555555555555555555555555556550*+.'0.)'+.,'4.'/+.;+",4+555555555555555565:50*+.'0.40' +.5555555555555555555555555555555555565750*+.'0..' +.<4' +55555555555555555555555555555675:570*+.'0. ,.,<30.55555555555555555555555555555565:50*+.'0..'+55555555555555555555555555555555555565750*+.'0.0.++'15555555555555555555555555555565750*+.'0.0.++/,,",)'",+5555555555555556550*+.'0.<344 0@+.555555555555555555555555555555556757570*+.'0.<.00)1++*+.555555555555555555555555555565850*+.'0.<0<', ++., 40' +.55555555555565:50*+.'0.<'"0++A';'0..'"0+55555555555555565775:0*+.'0.'*"'4*4'55555555555555555555555555556855
BCDCEBFDGHBIJ KIJLMNO
PQQRSGCCSTULMNOCVTMWXYWQWZU[\TQ[N\C]KE^EB^^B_CH HC`
! " # " !! $ % $ # &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&"&'(')*'+,-'.+'/(+)0'123+(+,2-.'+23+4)563.'+,-)35-378)(87'91)56)/)5()1'5-,9::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::3-';'(<-)*'+1'+=> !$/-,09)/8)56,)1)(?',*'23+ '1'+,935-+,(-3+/,..9)'/-3,99(35-+,(-//<0@'(--3-8',*)/&,(35(-23+78)(8-8'(35-+,(-)/,7,+1'1=,51,5A/39)()-,-)357,/)//<'1>353+,2-'+B,5<,+A 2-8)/(35-+,(-)/(3*'+'10A-8'-8'(35-+,(-3+4</-.+3*)1''4.93A''/7)-8 83<+32.,)1/)(?9',*'23+'*'+A!83<+/-8'A73+?<.-3$83<+/32.,)1/)(?9',*'',(8A',+4.93A''/4</-0'.'+4)--'1-3</'.,)1/)(?9',*'23+-8')+375)995'//)5@<+A3+3-8'+8',9-8&+'9,-'15''1/)5(9<1)56.+'*'5-)*'(,+'C-3,//)/-,2,4)9A4'40'+=3+.'+/35783)/9)?'2,4)9A-3-8''4.93A''>783)/)99)5@<+'13+8,/3-8'+8',9-8&+'9,-'15''1/)5(9<1)56.+'*'5-)*'(,+'C3+23++',/35/+'/<9-)562+343+-3,//)/-,2,4)9A4'40'+=3+.'+/35783)/9)?'2,4)9A-3-8''4.93A''>783)/,*)(-)432134'/-)(*)39'5('/';<,9,//,<9-3+/-,9?)56 11)-)35,9)523+4,-)3535(35-+,(-3++'D<)+'4'5-/,5173+?'+.+3-'(-)35/<51'+-8')/,*,)9,09',-8--./%%777 139 63*%,6'5()'/%781%63*'+54'5-&(35-+,(-/3-';'(<-)*'+1'+ !$6'5'+,99A,..9)'/-3(35-+,(-//<0@'(--3-8',*)/&,(35(--8,-7'+',7,+1'1353+0'-7''5B,5<,+A ,51B,5<,+A#,51-8,-8,*'53-0''5+'5'7'13+';-'51'1353+,2-'+B,5<,+A! ;'(<-)*'+1'+ !$13'/53-,..9A-3(35-+,(-//<0@'(-359A-3-8',*)/&,(35'9,-'1(-/+'6,+19'//3278'5-8'A7'+',7,+1'1 2,(35-+,(-)//<0@'(--3;'(<-)*'+1'+ !$-8'(35-+,(-3+4</-.,A,99(3*'+'173+?'+/,-9',/- ! $.'+83<+=3+-8',..9)(,09'7,6'+,-'9)/-'135-8)/7,6'1'-'+4)5,-)35)2)-)/8)68'+>23+,9983<+//.'5-.'+23+4)5635-8'(35-+,(-2+34,A $-8+3<68'('40'+! $ 8',..9)(,09';'(<-)*'+1'+4)5)4<47,6'+,-'7)990',1@</-'1,55<,99A11)-)35,9)523+4,-)3535(35-+,(-3++'D<)+'4'5-/,5173+?'+.+3-'(-)35/<51'+;'(<-)*'+1'+ !$)/,*,)9,09',-777 139 63*%781%63*(35-+,(-/59)/-'1(9,//)2)(,-)35/5''1'123+73+?53-)5(9<1'17)-8)5-8'/(3.'32-8'(9,//)2)(,-)35/9)/-'14,A0',11'1,2-'+,7,+1359A,/.+3*)1'1)5-8'9,03+/-,51,+1/(35-+,(-(9,</'/=# =,>= >=)))>>&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&8'031A32',(87,6'1'-'+4)5,-)359)/-/-8'(9,//)2)(,-)35/,517,6'+,-'/-8,-8,*'0''523<51-30'.+'*,)9)5623+-8'-A.'=/>32(35/-+<(-)35,516'36+,.8)(,+',(3*'+'10A-8'7,6'1'-'+4)5,-)35 8'(9,//)2)(,-)35/,+'9)/-'1)5,9.8,0'-)(,93+1'+<51'++,-')1'5-)2)'+/)51)(,-)5678'-8'+-8'.,+-)(<9,++,-')/,<5)35+,-'=(<++'5-<5)355'63-),-'1+,-'>,/<+*'A+,-',7')68-'1<5)35,*'+,6'+,-',/-,-',13.-'1+,-'3+,/<..9'4'5-,9(9,//)2)(,-)35+,-'5)35,-'1'5-)2)'+/
EFGFHEIGJKELM NLMOPQR
STTUVJFFVWXOPQRFYWPZ[\ZTZ]X^_WT^Q_F`NHaHEaaEbFK HFc
!" #$%&'()*''+',-'(-.'./$%& !" $" '()* " " $" %'()*0 !" ''+ !" " " 0 ',-'(-.'./ !" " " 123 " 456 7 8 0 (''9 :&$% #;2''(''(-'(-.'./ ;2 ; 0 ! " ''(' !" " " 0 '(-'(-.'./ !" " " < " 7 8 0 4 .)=7(.6 " " !" #=%.'..'',>-.,-.'./ =% = .'.. 0 ! " '', !" " " 0 >-.,-.'./ !" " " 2 1 23 41236 .)=7(>464(6 7 8 0 46 " .)=7(?4646 !" #& .'.?'','(-'?-.'./ & & .'.? " 0 ! " '', !"
@ABAC@DBEF@GH IGHJKLM
NOOPQEAAQRSJKLMATRKUVWUOUXSYZROYLZA[IC\C@\\@]AF ]A^
! " #####################################################################################################$!%&'&&()*+!*,+!--&!. -(,/&01 2 30 45 5 0 0$1' 0 6 0 , 45 7 45 $1'8$ 45 (7 4 4 9 4 5 38$ 45$ 1 '4 : ' . / !4 +$$ '/( 5 7 $1'8/ $' (7 4 8/$'#,9 45 38/ $' $ 1 '4 : ' . / !4 +$$ '/0* 5 56 50 7 4 $ 1 ! 6 ;/<(-= ;/<(->0(7 4 4 9 4 5 3$ 1 ! : ' . / !4 +$$ '/7 5 5? 5 65 @ 07 4 0* ! 4 5 5 5! 4(48 6 5$! 8 0$3! 4(48: ' . / !4 +$$ '/AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA&+',<%&+&(!.'&/* *,+B
CDEDFCGEHICJK LJKMNOP
QRRSTHDDTUVMNOPDWUNXYZXRX[V\]UR\O]D^LF_FC__C`DI aDa
15-MR1011
Sheet 1 of 1
KANSAS DEPARTMENT OF TRANSPORTATION
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
SPECIAL PROVISION TO THE
STANDARD SPECIFICATIONS, EDITION 2015
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:
15-PS0010-R3
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 HM
- Contract
- 526116414
- Pdf Pages
- 41
- Latest Start
- JULY 19, 2027
- Letting Date
- Nov 18, 2026
- List Url Hint
- kdotapp.ksdot.gov/Proposal/Proposal.aspx
- Pdf Enriched
- Yes
- Working Days
- 60
- Categorized By
- llm
- Earliest Start
- MARCH 29, 2027
- Project Number
- U059-002 KA 8120-01
- Work Description
- MILLING AND HMA OVERLAY
- Construction Office
- GARNETT