Bid Notice-Scrub Seal _ Chip Seal - Riley 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: U024-081 KA 8123-01

CALL ORDER NUMBER: 612

PROPOSAL NUMBER: 526096121

LETTING DATE 09/16/2026

COUNTY: RILEY

FUND TYPE: STATE

WAMEGOKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

SCRUB SEAL AND CHIP SEAL. US-24; FR W US-24/US-77 JCT TO E

US-24/US-77 JCT IN RL CO. LGTH 4.20 MI.

RESTRICTED DAYS

(10)

TOTAL CONTRACT DAYS

(20)

MAY 03, 2027

AUGUST 30, 2027

Earliest Start Date:

Latest Start Date:

9:45:23AM8/19/2026 @

Letting 09/16/2026 Kansas Department of Transportation Project No. U024-081 KA 8123-01

Contract No. 526096121

U024-081 KA 8123-01 U024-081 KA 8123-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526096121

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.:

U024-081 KA 8123-01 / U024-081 KA 8123-01

The general scope, location and net length are:

SCRUB SEAL AND CHIP SEAL. US-24; FR W US-24/US-77 JCT TO E

US-24/US-77 JCT IN RL CO. LGTH 4.20 MI.

2. This is the Proposal of

[Contractor] to complete the Project for the amount set out in the accompanying Unit

Prices List.

3. The Contractor makes the following ties and riders as part of its Proposal in addition to state ties, if any:

4. Contractors and other interested entities may examine the Bidding Proposal Form/

Contract Documents (see paragraph 11 below) at the County Clerk's Office in the County in which the Project is located and at the Kansas Department of Transportation [KODT] Bureau of Construction and Materials, Eisenhower State Office Building, 700 SW Harrison, Topeka, Kansas 66603. Contractors may examine and print the Bidding Proposal Form/Contract

Documents by using KDOT's website at http://www.ksdot.gov and choosing the following selections: "Doing Business", "Highway Contractors" and "Highway Letting Information",and using the links provided in the Project information for this project. KDOT will not print and mail paper copies of Proposal Forms. Contractors shall notify KDOT of their intent to bid as a prime contractor by identifying themselves as a Bid Holder on the website above.

Contractors shall furnish this notice no later than 5:00 P.M. on the Monday preceding the scheduled Letting Date. For a fee, Contractors and other interested entities may order paper copies of the KDOT Standard Specifications for State Road and Bridge Construction, 2015 Edition, [Standard Specifications] by using KDOT's website of http://www.ksdot.org and choosing the following selections: "Doing Business", "Highway Contractors", "Contractor Resources and "Specifications".

5. Contractors shall use the AASHTO's Project Bids software in combination with the electronic bidding system file created for the Project with Project Bids software [EBSX file] to generate an electronic internet proposal. The Project Bids software and Project

EBSX file are available on Bid Express' website at http://ui.bidx.com.

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6. Contractors shall only use the Project Bids software to create a proposal and submit an electronic internet proposal to KDOT using the Bid Express website at http:// ui.bidx.com.

7. The KDOT Bureau of Construction and Materials will only accept electronic internet proposals on-line using Bid Express until 1:00 P.M. Local Time on the Letting Date. KDOT will open and read these proposals at the Eisenhower State Office Building, 700 SW

Harrison, Topeka, Kansas 66603 at 3:00 P.M. Local Time on the Letting Date. Bids are read on a conference call at 785-414-8630. The conference ID is 856 616 050#.

8. The Contractor shall execute a contract for the proposed work within ten (10) business days after notice of the award of the contract.

9. The contractor shall complete work to open the project to unrestricted traffic within

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

10. The Contractor shall complete the Project according to the plans, Standard

Specifications, provisions identified in the Special Provision List and all other

Contract Documents identified in Standard Specifications subsection 101.3

11. The undersigned declares that the Contractor has carefully examined the Bidding

Proposal Form for the Project. The Contractor understands the following:

A. The Bidding Proposal Form consists of the following documents: the Project EBSX files on the Bid Express website (which includes DOT Form 202, required contract provisions, and the Unit Prices List), special provision list, project special provisions, special provisions, Standard Specifications, plans, exploratory work documents, any additional contract information, any addenda, all questions and answers posted on the Bid Express website, and any amendments the Secretary provides for the Project. The Contractor can obtain these documents at KDOT's website (see paragraph 4).

B. The special provision list identifies all required contract provisions, project special provisions and special provisions that apply to the Project.

C. The Bidding Proposal form becomes the Contractor's Proposal after the Contractor completes the EBSX file, electronically signs the Proposal where required on DOT Form

202, and submits the completed EBSX file documents and bid bond to KDOT using Bid

Express. The special provision list, project special provisions, special provisions, Standard Specifications, plans, exploratory work documents, any additional contract information, all questions and answers posted on the Bid Express website, and any addenda are incorporated by reference into the Proposal. These documents are part of the

Contractor's Proposal.

D. In electronically signing this Proposal, the Contractor waives the right to claim that the Contractor misunderstood the contents of the Proposal or the procurement process.

12. The Contractor has inspected the actual location of the work. The Contractor has determined the availability of materials. The Contractor has evaluated all quantities and conditions. In electronically signing this Proposal, the Contractor waives the right to claim that the Contractor misunderstood the scope of the work.

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13. SPECIAL PROVISIONS REQUIRING INFORMATION. The following Required Contract Provisions

(I-XVII) require the Contractor to furnish information. The current versions of these provisions are contained in the Project EBSX file. Some or all of these apply to the

Project as indicated in the Special Provision List. The Contractor shall complete these provisions within the EBSX file. When these documents are required, the Secretary will reject proposals that fail to contain completed Provisions I, II, III, or IV in the EBSX file, and may reject proposals that fail to contain completed Provisions V, VI, VII, VIII, IX, X, XI, XII, XIII, XIV, XV, XVI, or XVII in the EBSX file.

I. 08-10-66 Certification-Noncollusion & History of Debarment

II. 04-30-82 Certification-Financial Prequalification Amount

III. 04-26-90 Declaration-Limitations on Use of Federal Funds for Lobbying

IV. 08-04-92 Certification-Contractual Services with a Current Legislator or a Current Legislator's Firm

V. 10-10-00 Price Adjustment for Fuel

VI. 06-01-06 Price Adjustment for Asphalt

VII. 08-31-09 Price Adjustment for Emulsified Asphalt

VIII. 08-08-01 Furnishing and Planting Plant Materials Unit Cost

IX. 05-18-07 Repair (Structures) Unit Cost

X. 11-15-17 Electric Lighting System Unit Cost

XI. 04-06-09 ITS Unit Cost

XII. 08-17-16 Water System Unit Cost

XIII. 06-19-19 Sanitary Sewer System Unit Cost

XIV. 01-01-18 Smart Work Zone System Unit Cost

XV. 08-12-24 CORS Unit Cost

XVI. 04-06-26 Federal Restrictions on Foreign Drones

XVII. 01-01-11 Kansas Department of Revenue Tax Clearance Certificate

14. The funding source for this Project is STATE. On Projects involving City or County funds, the Secretary acts as the Agent of the City or County and as the administrator of federal or state funds. Each governmental entity's responsibilities are described in a contract between the entities which is available on request.

15. FEDERAL AID DOCUMENTS INCLUDED IN PROPOSAL. If the Project is supported in whole or in part by Federal funds, the latest revisions of the following provisions (I - IV) also apply to the Project. These documents are not included in the Project EBSX file but are accessible on KDOT's website and incorporated by reference into the proposal like other provisions and the exploratory work documents.

I. 11-03-80 Affirmative Action For EEO

II. 11-15-96 Affirmative Action & EEO Policies

III. 09-06-94 U.S. DOT Fraud Hotline

IV. FHWA-1273 Federal-Aid Required Contract Provisions

16. The Secretary reserves the right to reject any and all proposals and to waive any or all technicalities.

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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:

08/12/26

STATE PROJECT NO: U024-081 KA 8123-01 STATE CONTRACT NO: 526096121

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: RILEY1

SCRUB SEAL AND CHIP SEAL. US-24; FR W US-24/US-77 JCT TO E US-24/US-77

JCT IN RL CO. LGTH 4.20 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-EMULSIFIED ASPHALT ADJUSTMENT08-31-09-R01

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

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

MINIMUM WAGE RATE (RILEY COUNTY)KS20260146

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

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

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

WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04

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

STORMWATER POLLUTION MANAGEMENT15-09002-R05

AGGREGATE FOR HMA15-11002-R01

GENERAL REQUIREMENT DIVISION 120015-12001-R01

PERFORMANCE GRADED ASPHALT BINDER15-12002-R01

STEEL SIGN POSTS15-16002-R03

RELEASE COMPOUND FOR ASPHALT MIXES15-17004-R05

IMAGE SYSTEMS15-22005-R03

RETROREFLECTIVE SHEETING15-22006-R01

SPECIAL PROVISION LIST

PAGE:

DATE:

08/12/26

STATE PROJECT NO: U024-081 KA 8123-01 STATE CONTRACT NO: 526096121

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: RILEY1

SCRUB SEAL AND CHIP SEAL. US-24; FR W US-24/US-77 JCT TO E US-24/US-77

JCT IN RL CO. LGTH 4.20 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.

ROLL-UP SIGNS15-22011

RAISED PAVEMENT MARKERS15-22015

WOOD POSTS15-23001-R03

FIELD HANDLING AND PRESERVATIVE TREATMENT OF WOOD PRODUCTS15-23003-R02

PART V15-25001-R07

MATERIALS CERTIFICATIONS15-26001-R13

SCRUB SEALS15-PS0039-R6

END OF SPECIAL PROVISION LIST

REQUIRED CONTRACT PROVISION - 08-10-66-R05 (Rev. 07/05)

CERTIFICATION - NONCOLLUSION AND HISTORY OF DEBARMENT

K.A.R. 36-30-4, 49 C.F.R. 29.335, 23 U.S.C. 112(c), 49 U.S.C. 322

Complete the exceptions below if applicable. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202) supplies the necessary signature for this

Certificate.

NONCOLLUSION

I certify that the Contractor submitting this bid has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid.

HISTORY OF DEBARMENT

I certify that, except as noted below, the Contractor submitting this bid and any person associated with this Contractor in the capacitiy of owner, partner, director, officer, principal, investigator, project director, manager, auditor, or any position involving the administration of federal funds:

1. Are not currently suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state agency;

2. Have not been suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state agency within the past three years;

3. Do not have a proposed debarment pending;

4. Within the past three years, have not been convicted or had a civil judgment rendered against them by a court of competent jurisdiction in any matter involving fraud, anti-trust violations, theft, official misconduct, or other offenses indicating a lack of business integrity or business honesty; and

5. Are not currently indicted or otherwise criminally or civilly charged by a federal, state, or local government with fraud, anti-trust violations, theft, official misconduct, or other offenses indicating a lack of business integrity or business honesty; and

6. Have not had one or more federal, state, or local government contracts terminated for cause or default within the past three years.

Answer 'Yes' if there are exceptions to the above described circumstances. Answer 'No' if there are no exceptions.

Yes No

The exceptions, if any, are:

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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 - 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 010812 335.000 CUYD

COVER MATERIAL (CM-L-0) /

5 010814 467.000 CUYD

COVER MATERIAL (CM-L-1) /

6 080672 152.000 TON

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

7 012809 444.200 STA.

MANIPULATION (CHIP SEAL) /

8 080465 1.000 TON $250.000 $250.00

MATERIAL FOR HMA PATCHING (SET PRICE) /

9 010112 1.000 MGAL $40.000 $40.00

WATER (FLEXIBLE PAVEMENT) (SET PRICE) /

10 071992 444.200 STAL

FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3 FT.)) /

Section 02 Total $290.00

Item Total $320.00

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Sheet 1 of 5

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

SCRUB SEALS

Page 600-49, delete subsection 608.1 and replace with the following:

608.1 DESCRIPTION

Construct a scrub seal according to the requirements for chip seals in SECTIONS 608 and the modifications noted in this special provision.

Apply asphalt material to existing surface using a scrub broom to force the asphalt material into the cracks and pores, followed by an application of cover material, as specified in the Contract Documents.

BID ITEMS UNITS

Cover Material (*) Cubic Yard

Emulsified Asphalt (*) Ton

Asphalt Cement (*) Ton

Water (Flexible Pavement) (Set Price) M Gallon

Manipulation (Chip Seals) Station

*Type and Grade

Page 600-49, delete subsection 608.3d and replace with the following:

d. Application of Asphalt Material. Using a distributor (see subsection 155.2), uniformly apply asphalt material at the rate shown in the Contract Documents. Equip and operate the distributor to prevent asphalt material from dripping on the pavement.

At the beginning and end of each spread, use a strip of building paper, approximately 3 feet in width and 1 foot longer than the spray bar unless directed otherwise by the Engineer. Remove and dispose of the paper in a satisfactory manner. Correct any skipped areas or deficiencies. Construct junctions (joints) of spreads to obtain a smooth riding surface.

Do not spread more asphalt material than can be immediately covered.

Regulate the distribution of the asphalt material to obtain a uniform application. Do not allow the distributor to "blow".

Frequently check and adjust the angle of the spray nozzles and the height of the spray bar to obtain uniform distribution. If the spray bar rises as the load is removed, contributing to drilling and streaking, modify the distributor to maintain a constant spray bar height. Immediately stop distribution should any nozzle malfunction.

Correct any deficiency before distribution is resumed.

Drag the scrub broom with the distributor immediately behind the spray bar. Manufacture the scrub broom similar to the design shown in FIGURE 608-1 unless approved otherwise by the Engineer. Adjust the width of the scrub broom to address changes in the width of the roadway. Use broom heads with stiff bristles that are a minimum of 5 inches in length.

Assure adequate filling of cracks and pores with a wave of asphalt material by adding weight to the scrub broom. If asphalt material is being squeegeed off of the roadway surface, remove weight from the scrub broom.

Provide a means of raising the scrub broom from the road surface at desired points and for towing the scrub broom in elevated position when moving between shots. Do not drag the scrub broom over building paper or over completed areas that are susceptible to excessive chip loss.

Sheet 2 of 5

FIGURE 608-1: SCRUB BROOM

Page 600-50, delete the fifth paragraph in subsection 608.3e and replace with the following:

When directed by the Engineer or when using CM-L-0, moisten the cover material with water to eliminate or reduce the dust coating of the aggregate. Perform the moistening the day before the aggregate is used on the project. If the aggregate does not remain moist through the duration of the project, additional moistening of the cover material with water is required.

Angle brooms

10° to 15°

Sheet 3 of 5

Page 600-50, replace TABLE 608-1 and its notes with the following:

TABLE 608-1: RATES OF APPLICATION FOR SCRUB SEAL

Type Composition

Aggregate

Cu. Yd./Mile

24 foot width*

Asphalt Material

Gal/Sq. Yd.

Residue*

Asphalt

Type**

CM-A Sand-Gravel 105 0.20 CRS-1H/CRS-1HP

CM-B Sand-Gravel 135 0.23 CRS-1H/CRS-1HP

CM-D Crushed Sandstone 145 0.27

CRS-1H/CRS-1HP

or RS-1H/RS-1HP

CM-K Limestone 140 0.24 RS-1H/RS-1HP

CM-L-0 Lightweight 60 0.14

CRS-1H/CRS-1HP/

CMS-1PC

CM-L-1 Lightweight 85 0.17 CRS-1H/CRS-1HP

CM-L-2 Lightweight 115 0.26 CRS-1H/CRS-1HP

CM-L-3 Lightweight 150 0.30 CRS-1H/CRS-1HP

*Rates shown are estimated and will be adjusted to comply with actual field conditions.

** The required asphalt type will be listed in the contract. Asphalt type may be changed with approval of the DME.

Page 600-50, delete the first paragraph in subsection 608.3g and replace with the following:

g. Manipulation. Immediately following the application of cover material, embed using pneumatic rolling.

Provide a sufficient number of rollers so the combined width of the rollers exceeds the width of the scrub seal being placed. Check the tire pressures of all tires on all rollers every morning. Inflate all tires on a roller to the same pressure. Provide this information to the Engineer before work begins. Complete the initial rolling within 5 minutes after application of cover material. If the air temperature is less than 70ºF, then complete the initial rolling within 2 minutes after applying the aggregate. Proceed at a speed less than or equal to 5 miles per hour to prevent turning over aggregate. Make a minimum of 3 complete passes over the aggregate. Roll the aggregate so the entire width of the treatment area is covered in one pass of all the rollers. The total compacting width of each pneumatic-tired roller shall exceed 5 feet.

Page 1100-25: delete subsection 1108.2b and replace with the following:

b. Quality Requirements.

• Soundness 1, minimum (KTMR-21) .............................................................. 0.90

• Wear 2, Maximum (AASHTO T 96)

• Sand-gravel, Gravel or Limestone .......................................................... 40%

• Sandstone ................................................................................................ 45%

• Lightweight aggregate ............................................................................ 30%

• Absorption, maximum (KT-06, Procedure I) .................................................. 4.0%

(All types except CM-L) 1 The above requirements for soundness do not apply for aggregates having less than 10% material retained on the

No. 4 sieve.

2 The above requirements for wear do not apply to aggregates having less than 10% material retained on the No. 8 sieve.

Sheet 4 of 5

Page 1100-25, replace TABLE 1108-1 and its notes with the following:

TABLE 1108-1: GRADATION REQUIREMENTS FOR AGGREGATES FOR COVER MATERIAL

Type Composition

Percent Retained-Square Mesh Sieves* Minimum

Gradation

Factor ¾” ½” 3/8” No. 4 No. 8 No. 30 No. 50 No. 100 No. 200

CM-A Sand-Gravel 0 0-20 30-100 85-100 98-100

CM-B Sand-Gravel 0 0-25 35-100 90-100 98-100 3.90

CM-C Crushed Stone 0 0-12 40-100 95-100 98-100

CM-D Crushed Sandstone 0 0-5 15-35 70-100 95-100 98-100

CM-G

Sand-Gravel, or

Crushed Sandstone 0 0-15 45-100 95-100

99-100

CM-H** Crushed Stone 0 0-5 40-100 90-100 98-100

CM-J** Sand-Gravel 0 1-20 30-100 90-100 96-100

CM-K Crushed Limestone 0 0-5 15-35 70-100 95-100 98-100

CM-L-0 Lightweight Aggregate 0 0-5 0-25 45-95 75-100 90-100

CM-L-1 Lightweight Aggregate 0 0 0-10 10-40 85-100 98-100

CM-L-2 Lightweight Aggregate 0 0-5 0-15 70-100 90-100 98-100

CM-L-3

Lightweight Aggregate 0-

0-60 65-100 95-100

98-100

*After removal of all deleterious substances.

**Do not specify Types CM-H and CM-J for Federal Aid projects.

Page 1200-3: delete subsection 1201.2f and replace with the following:

f. Emulsions, Rejuvenating Emulsions and Asphalt Rejuvenating Agents.

(1) Perform 1 complete AASHTO test each time a batch of material is produced. A tank must be tested each time new material is added to it.

(2) A complete AASHTO test for Emulsions and Rejuvenating Emulsions is defined as follows:

Saybolt Furol Viscosity, 77°F or 122°F

Residue by Distillation

Oil Distillate-WHEN REQUIRED

Storage Stability, 1 day-WHEN REQUIRED

Sieve Test

Demulsibility-WHEN REQUIRED

Tests on Distillation Residue:

Penetration, 77°F or 4°C

Solubility-WHEN REQUIRED

Ductility, 39°F or 77°F-WHEN REQUIRED

Elastic Recovery-EMULSIONS with a “P” DESIGNATION (excluding CMS-1PC)

Tests on Low Temperature Evaporation Residue:

MSCR Recovery, 52°C, 0.1 kPa-WHEN REQUIRED

MSCR Jnr, 52°C, 3.2 kPa-WHEN REQUIRED

(3) A complete AASHTO test for asphalt rejuvenating agents is defined as follows:

Viscosity, Saybolt-Furol, 77°F

Residue by Distillation

Oil Distillate

Sieve Test

Storage Stability

Tests on Residue:

Penetration @39°F, 50g, 5 sec.

Asphaltenes

Elastic Recovery

Sheet 5 of 5

Page 1200-7, delete the first sentence in subsection 1203.2b and replace with the following:

Provide emulsified asphalt that complies with TABLES 1203-1, 1203-2, 1203-3 and 1203-4.

Page 1200-8, add the following TABLE 1203-4 and notes to the end of subsection 1203.2b.

TABLE 1203-4: SPECIFICATIONS FOR REJUVENATING

EMULSION, CMS-1PC

CMS-1PC2

Min. Max.

Viscosity, Saybolt-Furol, 77°F, sec. . . . . . . . . . 50 350

Residue by Distillation1 (% by Mass) . . . . . . . . . 60 -----

Oil Distillate, (% by Volume). ----- 0.5

Storage Stability, %. . . . . . . . ----- 1

Sieve Test, % Retained. . . . . . ----- 0.10

Tests on Distillation Residue:

Penetration, 4ºC, 200g, 60 sec 30 -----

Tests on Low Temperature Evaporation Residue:

MSCR Recovery, 52°C, 0.1 kPa, %. . . . . . . . . . 30 -----

MSCR Jnr, 52°C, 3.2 kPa, kPa-1. . . . . . . . . . ----- 4.0 1Use modified AASHTO T 59 procedure – distillation temperature of 350°F with a 20-minute hold. Complete the total distillation in 60 plus or minus 5 minutes from the first application of heat.

2CMS-1PC shall contain latex polymer and rejuvenating agent. The emulsion supplier shall receive quarterly certificates of analysis from both the polymer and rejuvenating agent manufacturers. Provide these certificates to the Chief Chemist upon request. The rejuvenating agent shall have a maximum percent saturates of 30% and a maximum percent asphaltenes of 1.0% when tested in accordance with ASTM D 4124, a minimum flash point of 380°F when tested in accordance with AASHTO T 48, and a viscosity of 50-300 cSt at

140°F when tested in accordance with AASHTO T 201. The rejuvenator shall also have a maximum mass change of 6.5% when aged according to AASHTO T 240, and the rejuvenator RTFO residue shall have a viscosity ratio (RTFO/Original) of 3 when tested in accordance with AASHTO T 201. The polymer shall have maximum weight increase of

40% when tested in accordance with ASTM D 471 (procedure modified as recommended by the emulsion supplier) and a minimum tensile strength of 800 psi when tested in accordance with ASTM D 412A (procedure modified as recommended by the emulsion supplier).

Page 1200-9, delete subsection 1203.3a and replace with the following:

a. Test in accordance with the applicable provisions of AASHTO T 44, T 49, T 51, T 59, R 78 (Procedure

B), and T 350.

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28-81 KA 8123-01

General Notes

5/20/2026

Project No. 24-81

1. This job consists of a CM-L-0 (Scrub) and CM-L-1 (Seal). The job is located on US-24 from the West US-24/US-77 JCT to the East US-24/US-77 JCT.

2. A minimum of one lane must be maintained open to traffic at all times through the work zone. All intersections are to remain open during construction. The Contractor shall make it possible for property owners to have safe and unobstructed passage to their properties. No lane closures or detours will be allowed overnight.

3. The contractor is responsible for establishing and maintaining centerline of the traveled way for the duration of the project. Splitting the traveled way with a tape measure is an acceptable technique to establish centerline. This work is considered subsidiary to other items in the contract.

4. Scrub seal and Chip seal will match existing surface slope.

5. Permanent pavement marking shall be done by KDOT.

KA 8123-01

TYPICAL SECTION

C

Slope Varies

Seal

Match Existing Surface not to scale

ROADWAY WIDTHS

Approx. Approx.

Location mile Width Location mile Width

MAINLINE: 4.2 CROSSOVER: SQYD

0+00 to 217+34 30.0' 67+12 Kansas Ave 463.39

SB US-77 onto WB US-24 leg 26.0'

EB US-24 onto EB US-24 leg 26.0'

Total: 74,805.44 SYD

TURN LANES: SQYD

WB US-24 onto Falcon Rd 441.11

EB US-24 onto Main St 476.67

EB US-24 onto Anderson Ave 388.33

Anderson Ave onto EB US-24 326.67

WB US-24 onto Country Rd 557.22

Country Rd onto WB US-24 342.78

Total: 2,532.78 SQYD

RATE OF APPLICATION

Cover Material CM-L-0 @ 0.0043 yd3/yd2 Emulsified Asphalt (CRS-1HP) @ 0.22 gal/yd2

Date: 5/20/2026 2:05 PM

KANSAS DEPARTMENT OF

TRANSPORTATION

RILEY Co. PROJ. NO.24-81 TITLE: CHIPSEALHIADT

Scrub

TYPICAL SECTION

C

Slope Varies

Chip Seal

Match Existing Surface not to scale

ROADWAY WIDTHS

Approx. Approx.

Location mile Width Location mile Width

MAINLINE: 4.2 CROSSOVER: SQYD

0+00 to 217+34 30.0' 67+12 Kansas Ave 463.39

SB US-77 onto WB US-24 leg 26.0'

EB US-24 onto EB US-24 leg 26.0'

Total: 74,805.44 SYD

TURN LANES: SQYD

WB US-24 onto Falcon Rd 441.11

EB US-24 onto Main St 476.67

EB US-24 onto…