Bid Notice-Culvert Repair (Liner Pipe) - US-400 Butler 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: U400-008 KA 7995-01

CALL ORDER NUMBER: 653

PROPOSAL NUMBER: 526056535

LETTING DATE 05/20/2026

COUNTY: BUTLER

FUND TYPE: STATE

EL DORADOKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

CURVERT REPAIR (LINER PIPE) US-400 REHAB OF 5 CULVERTS

ALONG HWY US-400 IN BU CO. LGTH 0.01 MI.

RESTRICTED DAYS

(15)

TOTAL CONTRACT DAYS

SEPTEMBER 14, 2026

Earliest Start Date:

Latest Start Date:

8:29:08AM4/21/2026 @

Letting 05/20/2026 Kansas Department of Transportation Project No. U400-008 KA 7995-01

Contract No. 526056535

U400-008 KA 7995-01 U400-008 KA 7995-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526056535

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.:

U400-008 KA 7995-01 / U400-008 KA 7995-01

The general scope, location and net length are:

CURVERT REPAIR (LINER PIPE) US-400 REHAB OF 5 CULVERTS

ALONG HWY US-400 IN BU CO. LGTH 0.01 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

_25_ Restricted Days and shall complete the work within the total Contract Working Days of _15_.

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, or III in the EBSX file, and may reject proposals that fail to contain completed Provisions IV, 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. 04-06-26 Certification of Company Not Currently Engaged in the Procurement or Use of Prohibited Foreign Unmanned Aeriel Systems

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

VI. 10-10-00 Price Adjustment for Fuel

VII. 08-08-01 Furnishing and Planting Plant Materials

VIII. 06-01-06 Price Adjustment for Asphalt Material

IX. 05-18-07 Repair (Structures)

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

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

XII. 04-06-09 ITS Unit Cost

XIII. 08-17-16 Water System Unit Cost

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

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

XVI. 08-12-24 Continuously Operating Reference Station Unit Cost

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 - V) 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:

04/16/26

STATE PROJECT NO: U400-008 KA 7995-01 STATE CONTRACT NO: 526056535

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: BUTLER5

CURVERT REPAIR (LINER PIPE) US-400 REHAB OF 5 CULVERTS ALONG HWY

US-400 IN BU CO. LGTH 0.01 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-EEO REQUIREMENT11-15-96-R06

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

MINIMUM WAGE RATE (BUTLER COUNTY)KS20260132

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

ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT15-01011-R06

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

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

WORK ZONE TRAFFIC CONTROL AND SAFETY15-08019-R03

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

STORMWATER POLLUTION MANAGEMENT15-09002-R05

STEEL SIGN POSTS15-16002-R03

IMAGE SYSTEMS15-22005-R03

RETROREFLECTIVE SHEETING15-22006-R01

ROLL-UP SIGNS15-22011

WOOD POSTS15-23001-R03

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

PART V15-25001-R07

MATERIALS CERTIFICATIONS15-26001-R13

LINER PIPE15-PS0007-R5

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 - 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

Secretary 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

CULVERT REPAIR

4 071800 327.000 LNFT

LINER PIPE ( 42") /

5 071335 120.000 LNFT

LINER PIPE ( 30") /

6 030439 112.000 LNFT

LINER PIPE ( 54") /

7 071819 370.000 LNFT

LINER PIPE ( 60?) /

Section 02 Total

Item Total $30.00

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15-PS0007-R5

Sheet 1 of 3

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, 2015 EDITION

Add a new SECTION to DIVISION 800:

LINER PIPE

1.0 DESCRIPTION

Install the liner pipe for the drainage structures as designated in the Contract Documents.

BID ITEM UNITS

Liner Pipe (*) Linear Foot

*Size

2.0 MATERIALS

a. Cementitious Grout.

(1) When required, provide an annular space cementitious grout that meets the structural design requirements with a mix design that comprises cement, fly ash, admixtures and water.

Provide materials that comply with the applicable requirements.

Cement and Fly Ash ............................................................................................... DIVISION 2000

Admixtures ............................................................................................................. DIVISION 1400

Water ..................................................................................................................... DIVISION 2400

(2) When required, provide a pre-grout cementitious low density cellular grout with a maximum 28 day compressive strength of 1600 psi, and an annular space high strength cementitious grout with a minimum 28 day compressive strength of 4000 psi.

(3) Limit shrinkage to 1.0 % by volume.

(4) All grout must have a mix design that provides the required strength characteristics with sufficient flowability to fully fill all voids without segregation. Submit mix designs to the Engineer for review and approval.

Do not place any grout until the Engineer approves the mix designs. Once the Engineer approves the mix design, do not make changes without the Engineer’s approval.

In lieu of submitting a mix design, the Contractor may request to use a cementitious grout that complies with

SECTION 1714 in place of a mix design. Submit the request a minimum of two weeks prior to any grouting operations. If the Engineer does not approve the replacement, the Contractor must submit a mix design as previously stated.

b. Liner Pipe.

Provide a liner pipe listed in TABLE 1 or approved by the Bureau Chief of Construction and Materials, unless otherwise shown in the Contract Documents. Use only one manufacturer for any single structure or drainage system.

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TABLE 1: LINER PIPES

Manufacturer Product

Contech Engineered Solutions DuroMaxx Liner Pipe

Contech Engineered Solutions A2 Liner Pipe

GeoTree GeoSpray Geopolymer Mortar

Insituform Technologies Insituform

International Pipe Consultants and Sales, LLC Innerflow Pipe System

Isco Industries, LLC Snap-Tite

Masterliner Inc. Masterliner

Omega Liner Company Omega Liner

Poly Profiles Technology, Inc Culvert Renew

Quadex, a Vortex Company Quadex GeoKrete Geopolymer

SAK Manufacturing, LLC CIPP Liner

Sanexen Environmental Services Inc. Aqua-Pipe

Sekisui SPR

Warrior Trenchless Solutions Thermoform Lining System

Prior to installation, provide copies of the manufacturer’s material safety and technical data sheets to the

Engineer. The technical data must include detailed installation instructions, minimum and maximum allowable pipe diameters, and testing results that are no more than 36 months out of date demonstrating compliance with any applicable

ASTM or AASHTO standards.

Provide the Engineer with a list showing the product intended for use in each structure or drainage system prior to installation. At the Engineer’s discretion, based on the existing conditions of the drainage structure, the Engineer may request that the Contractor use an alternate manufacturer from the list shown in TABLE 1 or approved by the Bureau

Chief of Construction and Materials.

The Engineer will accept the materials on the basis of manufacturer and product name, and visual inspection of the completed work.

3.0 CONSTRUCTION REQUIREMENTS

a. General. Provide the Engineer with a copy of the manufacturer’s installation procedures. Install the liner pipe according to the manufacturer’s installation recommendations.

b. Manufacturer’s Representative. The manufacturer’s representative shall be on site during critical operations, as determined by the Engineer.

The manufacturer’s representative shall make any connections necessary where multiple pipes join together.

The manufacturer’s representative shall notify the Engineer if the Contractor is not performing the work according to the manufacturer’s recommendations.

c. Temporary Erosion and Pollution Control. Provide suitable and adequate flow control where necessary to complete the installation process. This may take the form of upstream weirs, bypass pumping, sandbagging etc.

Prior to cleaning, install appropriate upstream and downstream controls that will contain the sediment and debris created by the cleaning process and prevent contamination. See SECTION 901.

If necessary, provide a suitable retention basin area to prevent excess grout from entering adjacent watercourses or ditches.

d. Cleaning and Inspection. Inspect and prepare the drainage structures in accordance with the manufacturer’s recommendations before installing the liner pipe. If necessary, repair or remove any obstructions, protrusions, joint offsets, debris or out-of-roundness that could damage the liner pipe or prohibit passage of the liner pipe during installation.

When cleaning the existing drainage structure, dispose of any sediment or debris in an appropriate manner to prevent contamination of adjacent ditches, streams, or wetlands.

When inspecting the existing drainage structure, accurately measure the drainage structures to confirm the required size of liner pipe shown in the Contract Documents. Submit a copy of the measurements to the Engineer for review prior to installation of the liner pipe.

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e. Pre-grouting. For existing drainage structures greater than 36 inches in diameter or width, pre-grout to fill voids adjacent to the existing drainage structure as directed by the Engineer. Pre-grout voids adjacent to the existing pipe for liner pipe installations that do not utilize a grouted annular space.

After pre-grouting voids, in the presence of the Engineer, verify the voids are filled by sounding the existing drainage structure at a distance no greater that 4-foot on center. Mark any remaining voids and re-grout prior to installing the liner pipe. Notify the Engineer a minimum of one week prior to the pre-grouting.

f. Liner Pipe Installation. Install the liner pipe according to the manufacturer’s installation procedures.

When installation of the liner pipe requires grouting of the annular space, submit a grouting plan to the Engineer a minimum of two weeks prior to the installation of the liner pipe. Include the type of grout to be utilized, proposed mix design for the grout, and detailed installation procedures as part of the grouting plan. Do not install the liner pipe prior to the approval of the grouting plan by the Engineer.

When grouting the annular space, use methods to prevent the floating of the liner pipe. Ensure the liner pipe remains at the grade and elevation as specified in the Contract Documents.

4.0 MEASUREMENT AND PAYMENT

The Engineer will measure the liner pipe by the linear foot, along the centerline of the pipe.

Pre-grouting is subsidiary to the bid item "Liner Pipe".

Payment for "Liner Pipe" at the contract unit price will be full compensation for the specified work including, but not limited to, preparing the existing drainage structure and grouting any voids or the annular space when required.

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General Notes

3/10/2026

General

1. The scope of this project is to rehabilitate five (5) corrugated metal pipe (CMP) culverts.

Culvert Repairs

1. Scope of culvert repairs includes the following:

a. Culvert #1 Repair

i. Rehabilitate the existing 42-inch diameter by 327-foot-long CMP culvert using the

Cured-In-Place Pipe (CIPP) lining method, located approximately 60 ft East of MM 307.

b. Culvert #2 Repair

i. Rehabilitate the existing 30-inch diameter by 120-foot-long CMP culvert using the

Cured-In-Place Pipe (CIPP) lining method, located approximately 1820 ft West of MM

312.

c. Culvert #3 Repair

i. Rehabilitate the existing 54-inch diameter by 112-foot-long CMP culvert using the

Cured-In-Place Pipe (CIPP) lining method, located approximately 1130 ft East of MM

313.

d. Culvert #4 Repair

i. Rehabilitate the existing 60-inch diameter by 206-foot-long CMP culvert using the

Cured-In-Place Pipe (CIPP) lining method, located approximately 1200 ft East of MM

315.

e. Culvert #5 Repair

i. Rehabilitate the existing 60-inch diameter by 164-foot-long CMP culvert using the

Cured-In-Place Pipe (CIPP) lining method, located approximately at MM 318.

Traffic Control

1. If traffic control is required during construction, use the included KDOT standard traffic control plans for shoulder work. Construction is expected to be a trenchless, off-shoulder operation.

Notes

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400-2 KA 7995-01