Bid Notice-Pavement Patching (Concrete) - I-70 Geary 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: I070-031 KA 8161-01

CALL ORDER NUMBER: 627

PROPOSAL NUMBER: 526106272

LETTING DATE 10/21/2026

COUNTY: GEARY

FUND TYPE: STATE

JUNCTION CITYKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

PAVEMENT PATCHING (CONCRETE). I-70; FR ECL OF GRANDVIEW

PLAZA 300.91 MM T-O GE/RL CL IN GE CO. LGTH 15.420 MI. TIED KA

8160-01.

RESTRICTED DAYS

(See Special Provisions)

TOTAL CONTRACT DAYS

(See Special Provisions)

TIED TO: 526106262 KA 8160-01

SEE SPECIAL PROVISION

SEE SPECIAL PROVISION

Earliest Start Date:

Latest Start Date:

1:11:00PM9/16/2026 @

Letting 10/21/2026 Kansas Department of Transportation Project No. I070-031 KA 8161-01

Contract No. 526106272

I070-031 KA 8161-01 I070-031 KA 8161-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526106272

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.:

I070-031 KA 8161-01 / I070-031 KA 8161-01

The general scope, location and net length are:

PAVEMENT PATCHING (CONCRETE). I-70; FR ECL OF GRANDVIEW

PLAZA 300.91 MM T-O GE/RL CL IN GE CO. LGTH 15.420 MI.

TIED KA 8160-01.

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 the work within the times specified in the Project Special Provision "Work

Schedule".

Contractor: Check: Page 1

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 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

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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.

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:

09/09/26

STATE PROJECT NO: I070-031 KA 8161-01 STATE CONTRACT NO: 526106272

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: GEARY2

PAVEMENT PATCHING (CONCRETE). I-70; FR ECL OF GRANDVIEW PLAZA 300.91

MM T-O GE/RL CL IN GE CO. LGTH 15.420 MI. TIED KA 8160-01.

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-EEO REQUIREMENT11-15-96-R06

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

MINIMUM WAGE RATE (GEARY COUNTY)KS20260136

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

WORKING DAYS AND LIQUIDATED DAMAGES15-01006-R02

FUEL ADJUSTMENT15-01008-R02

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

STRUCTURAL CONCRETE15-04002-R01

ON GRADE CONCRETE15-04003

GENERAL CONCRETE15-04005-R04

PORTLAND CEMENT CONCRETE PAVEMENT (NON-QC/QA)15-05002-R01

AREA PREPARED FOR PATCHING (EXISTING CONCRETE BRIDGE DECKS)15-07019-R01

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

PAVEMENT PATCHING15-08016

WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04

DURABLE PAVEMENT MARKING15-08020-R02

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

STORMWATER POLLUTION MANAGEMENT15-09002-R05

AGGS FOR CONCRETE NOT PLACED ON GRADE15-11003-R04

AGGREGATE FOR ON GRADE15-11004-R03

AIR-ENTRAINING ADMIXTURES FOR CONCRETE15-14001-R01

SPECIAL PROVISION LIST

PAGE:

DATE:

09/09/26

STATE PROJECT NO: I070-031 KA 8161-01 STATE CONTRACT NO: 526106272

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: GEARY2

PAVEMENT PATCHING (CONCRETE). I-70; FR ECL OF GRANDVIEW PLAZA 300.91

MM T-O GE/RL CL IN GE CO. LGTH 15.420 MI. TIED KA 8160-01.

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.

SHEET MATERIALS FOR CURING CONCRETE15-14002

LIQUID MEMBRANE FORMING COMPOUNDS15-14003

HOT JOINT SEALING COMPOUND15-15001-R01

COLD APPLIED CHEMICALLY CURED JOINT SEALANT15-15004

BACKER ROD15-15005

MEMBRANE SEALANT15-15007

STEEL SIGN POSTS15-16002-R03

STEEL WIRE & WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT15-16003-R01

PORTLAND CEMENT AND BLENDED HYDRAULIC CEMENT15-20001-R02

HYDRATED LIME15-20002

FLYASH FOR USE IN CONCRETE15-20004-R01

SILICA FUME15-20005

SLAG CEMENT FOR USE IN CONCRETE AND MORTAR15-20006

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

PATTERNED COLD PLASTIC15-22013

HIGH DURABILITY PAVEMENT MARKING MATERIAL15-22014

TEMPORARY PAVEMENT MARKING TAPE15-22016

WOOD POSTS15-23001-R03

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

PART V15-25001-R07

MATERIALS CERTIFICATIONS15-26001-R13

COMBINATION, TIED BIDS ON 1R PROJECTS WITH FEDERAL-AID FUNDS15-PS0018

END OF SPECIAL PROVISION LIST

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

CERTIFICATION - NONCOLLUSION AND HISTORY OF DEBARMENT

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

Complete the exceptions below if applicable. The Contractor's signature on the last page of the Contractor's

Proposal (DOT Form 202) supplies the necessary signature for this Certificate.

NONCOLLUSION

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

HISTORY OF DEBARMENT

I certify that, except as noted below, the Contractor submitting this bid and any person associated with this

Contractor in the capacitiy of owner, partner, director, officer, principal, investigator, project director, manager, auditor, or any position involving the administration of federal funds:

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

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

3. Do not have a proposed debarment pending;

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

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

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

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

◯ Yes ◯ No

The exceptions, if any, are:

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REQUIRED CONTRACT PROVISION - 04-30-82-R07 (Rev. 01/11)

CERTIFICATION - FINANCIAL PREQUALIFICATION AMOUNT

Select the appropriate response below to indicate whether this Proposal exceeds the Contractor's financial prequalification amount. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form

202) supplies the necessary signature for this Certificate.

I understand that I may be required to identify the outstanding contract and subcontract work of my firm, association or corporation on DOT Form 284 prior to an award of contract. Unless I obtain approval, I understand that the Secretary may reject this Proposal if the dollar value of work on this Contract combined with unearned amounts on our unfinished contract and subcontract work exceeds our prequalification amount.

I certify that the amount of this Proposal plus the total unearned amount of other contracts with the Kansas

Department of Transportation plus the unearned amount of all other contracts in this state or other states

◯ exceeds ◯ does not exceed the financial prequalification amount of our firm, association or corporation. I also certify that our firm, association or corporation has the financial ability to do the work.

If this Proposal exceeds the financial prequalification amount, I certify that I obtained approval to submit this bid from the KDOT representative I have listed below. (Prior approval to exceed the prequalification limit may be made by telephone or personal contact).

KDOT Approval Granted by:

KDOT Approval Date:

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REQUIRED CONTRACT PROVISION - 08-04-92-R03 (Rev. 07/05)

CERTIFICATION - CONTRACTUAL SERVICES WITH A CURRENT

LEGISLATOR OR A CURRENT LEGISLATOR'S FIRM

Select the appropriate response below to indicate whether this contract is with a legislator or a firm in which a legislator is a member. The Contractor's signature on the last page of the Contractor's Proposal (DOT

Form 202) supplies the necessary signature for this Certificate.

Kansas Law, K.S.A. 46-239(c), requires this agency to report all contracts entered into with any legislator or any member of a firm of which a legislator is a member, under which the legislator or member of the firm is to perform services for this agency for compensation. The Contractor certifies that:

This Contract ◯ is ◯ is not with a legislator or a firm in which a legislator is a member. That Legislator is:

Name:

Address:

City State Zip:

Business Telephone:

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REQUIRED CONTRACT PROVISION - 10-10-00-R09 (Rev. 01/20)

PRICE ADJUSTMENT FOR FUEL

The Contractor may accept or reject the application of Special Provision 15-01008 (latest revision) "Price

Adjustment for Fuel". Any items listed on Special Provision 15-01008 (latest revision) that are included in this project are eligible for the fuel price adjustment unless otherwise stated in the contract documents.

Answer 'Accept' if you accept this provision. Answer 'Reject' if you reject this provision and the provision will not be part of the contract.

◯ Accept ◯ Reject

If the Contractor accepts 15-01008 (latest revision), the Contractor shall mark the checkboxes below for the eligible items/sections listed in Special Provision 15-01008 (latest revision). Then they should indicate their desire for the specific fuel price adjustment by selecting the 'Yes' or 'No' option.

◯ Road Items (Earthwork)

◯ Concrete Surfacing Items

◯ Asphalt Surfacing Items

Contractor: Check: Page 7

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

.BRIDGE REPAIR - 70-31-307.82 (028)

4 025522 100.000 SQYD

AREA PREPARED FOR PATCHING /

5 025524 10.000 SQYD

AREA PREPARED FOR PATCHING (FULL DEPTH) /

Section 02 Total

Section 03

PAVEMENT PATCHING (CONCRETE)

6 013304 8004.000 SQYD

PCCP EDGE JOINT PATCHING (PARTIAL DEPTH) /

7 013676 6174.000 SQYD

PCCP PATCHING (FULL DEPTH) (13") (SOUND) /

8 037209 1.000 LNFT $4.500 $4.50

EXTRA WORK SAW CUTS (SET PRICE) /

9 011762 445977.000 SQYD

GRINDING CONCRETE SURFACE /

10 070914 1628.000 STAL

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

11 013764 59.000 SQYD

CONCRETE PAVEMENT (13" UNIFORM) (AE) (BR APP) /

12 000064 1.000 EACH $1.000 $1.00

GRINDING CONCRETE SURFACE SMOOTHNESS /

Section 03 Total 5.50

Section 04

PAVEMENT MARKING ITEMS

13 023140 226727.000 LNFT

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

14 023141 19777.000 LNFT

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

15 023428 3750.000 LNFT

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

16 023148 7863.000 LNFT

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

17 023192 192326.000 LNFT

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

18 013812 88.000 LNFT

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

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19 070741 42715.000 LNFT

PAVEMENT MARKING (PATTERNED COLD PLASTIC) (WHITE) ( 6") /

20 070817 42715.000 LNFT

PAVEMENT MARKING (PATTERNED COLD PLASTIC) (BLACK) ( 6") /

21 013019 112203.000 LNFT

PAVEMENT MARKING REMOVAL /

Section 04 Total

Item Total $35.50

Contractor: Check: Page 10

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15-PS0018

Sheet 1 of 1

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

COMBINATION, TIED BIDS ON 1R PROJECTS WITH FEDERAL-AID FUNDS

SECTION 102

BIDDING REQUIREMENTS AND CONDITIONS

Page 100-13, subsection 102.5. Delete subsection 102.5a.(2)(f) and replace with the following:

(f) Kansas-funded state projects “tied to” Federal-Aid funded state projects and Kansas-funded state projects “tied with” Federal-Aid funded state projects.

10-10-17 C&M Oct-17 Letting

-3

K

A

1-

General Notes 7/24/2026

Project No

Note

1. Concrete Rubble is to be retained by the Contractor and removed from the project daily. Excavation shall be considered subsidiary to other items on the contract.

2. The current average pavement section consists of 13” of PCCP on top of a two layer base.

The lower base layer consists of 6” treated subgrade and the upper base layer consists of

4” of CTB. Variations in concrete pavement thickness will not be considered for additional payment.

3. The Bridge End Replacement consist of removing and replacing the 12’ x 20’ sections on the Bridge Approach. This requires the addition of the epoxy coated

WWF. The removal of the concrete bridge end is subsidiary to the bid item

Concrete Pavement 13” Br App. The contractor is required to remove and replace the bridge end on the same day. New expansion joint material shall be installed and is subsidiary to the bid item Concrete Pavement 13” Br App .

4. Speed limit shall be 65 through the work zone.

5. Grinding operation will be done in accordance with Specification Section 838 Grinding

Rehabilitation Concrete Pavement. Feathering or blending the ground surface into the shoulders should be anticipated and is subsidiary to the bid Item Grinding

Concrete Surface.

6. Additional Concrete Surfacing Grinding will be completed in the Westbound 24’ of driving surface on I70 from Mile Marker 299.38 to 300.92. This quantity of Grinding

Concrete Surface is included in the project quantity. The replacement of the removed pavement markings will be required, and the quantity is included for the pavement markings in the project quantity. This area is adjacent to the Westbound, West end of the project.

7. All pavement markings not removed by profile grinding shall be removed prior to installing new pavement markings. The pavement marking removal is based on the removals for the ramps only. If additional removal is necessary from the grinding operation not removing the pavement markings, a change to add the additional quantity will be performed.

8. No 28” cones will be allowed to be used for lane closures. Only 42” trim lines will be allowed to use for lane closure.

9. Lane closures longer than 3 miles require Engineer’s approval.

10. The Full Depth patch areas are to be removed and placed back in the same day. A contingency plan will need to be approved by the Engineer for unforeseen circumstances that patch areas cannot be placed back with concrete the same day as removal.

70-31 KA 8161-01

Rock ex?

General Notes 7/24/2026

11. If required, material used for fine grading the existing base shall meet the requirements of

“Aggregate for Granular Base”. The fine grading and any material or water used in the process is subsidiary to other bid items on the contract and will not be measured for separate pavement.

12. Traffic control is for temporary (such as 72 hour) lane closures. If the closure is in place longer than allowed, then temporary pavement marking is required at the lane taper and signs will be steel post mounted. This will be considered subsidiary to other bid items on the contract and not measured for payment.

13. Areas of concrete to be patched include, mainline, acceleration/deceleration lanes, ramps, and shoulders as designated by the Engineer.

14. Full closure of ramps is not allowed without Engineer approval. Ramps shall be patched in a phased manner that will allow traffic at all times.

15. Grinding quantities are for the 24’ driving lanes only. PCCP Patching operations are to be completed prior to the grinding operation.

16. Smooth dowel bars required in full depth patching shall be subsidiary to other bid items on the project. Dowel baskets will be used for continuous patches 15’ in length.

17. All partial depth patches shall be 2’-0” by 2’-0” minimum size and have a minimum depth of 4”.

Prior to placement of the concrete in the patch, the surface will be sprayed with clean water to a saturated surface without any ponding water.

18. Any full depth patch that exceeds 8’-0” in length will have #5 x 2’-6” epoxy coated tie bars installed at 2’-0” centers along the longitudinal joint of the patch at the centerline and shoulder edge.

19. Type III Barricades are to be placed in the closed lane at ¼ mile spacing.

20. The contractor should anticipate that base material may be bonded to the concrete pavement, and that base material may be disturbed and/or removed during full depth concrete pavement removal. If base material is disturbed or removed, removal of base and all work to bring the base back to stable grade is considered subsidiary to the patching item. If disturbed, base shall be thoroughly re-compacted using approved aggregate for Granular

Base.

21. The final quantity for partial / full depth patching, and the locations of these patches will be determined by the KDOT field personnel once the lanes are closed to traffic.

1 7/26/05

5/25/12

B.D.G.

B.A.H.

J.F.F.

REVISIONS BY APP’DDATENO.

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS DEPARTMENT OF TRANSPORTATION

TE307

5/25/2012

J.F.F.

B.D.G. B.D.G.

Brian D. Gower

Dotted Extension Lines and Lane Drop Lines

New FHWA Approval Date

ROADWAYS

MULTI-LANE DIVIDED

MARKING DETAILS FOR

TYPICAL PAVEMENT

TYPICAL DECELERATION EXIT RAMP

30°

40’

FULL LENGTH OF DECELERATION LANE

EXTENSION LINE

6" DOTTED WHITE

WHITE EDGE LINE

6" SOLID

6" BROKEN WHITE LANE LINE6" SOLID YELLOW EDGE LINE 12" SOLID WHITE DIAGONAL LINE

8" SOLID WHITE GORE MARKINGS

6" SOLID YELLOW EDGE LINE

12" SOLID WHITE CHEVRON LINE

TYPICAL TAPERED EXIT RAMP

30°

40’

6" SOLID YELLOW EDGE LINE6" BROKEN WHITE LANE LINES

WHITE EDGE LINE

6" SOLID

6" DOTTED WHITE EXTENSION LINE

12" SOLID WHITE DIAGONAL LINE

6" SOLID YELLOW EDGE LINE

12" SOLID WHITE CHEVRON LINE

8" SOLID WHITE GORE MARKINGS

TYPICAL ACCELERATION RAMP

FULL LENGTH OF ACCELERATION LANE 8" SOLID WHITE GORE MARKING

EDGE LINE

6" SOLID YELLOW

WHITE EDGE LINE

6" SOLID

6" BROKEN WHITE LANE LINES 6" SOLID YELLOW EDGE LINE6" DOTTED WHITE EXTENSION LINE

Pg 1 of 2

1 7/26/05

5/25/12

B.A.H.

REVISIONS BY APP’DDATENO.

TRACED

TRACE CK.

APP’D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS DEPARTMENT OF TRANSPORTATION

TE307

5/25/2012

J.F.F.

B.D.G. B.D.G.

Brian D. Gower

Dotted Extension Lines and Lane Drop Lines

New FHWA Approval Date

ROADWAYS

MULTI-LANE DIVIDED

MARKING DETAILS FOR

TYPICAL PAVEMENT

12’

12’

12’

12’

12’

FOR FOUR LANE AND SIX LANE DIVIDED HIGHWAYS

TYPICAL LANE LINE AND EDGE LINE MARKINGS

6" SOLID YELLOW EDGE LINE

6" BROKEN WHITE LANE LINE

EDGE OF PAVEMENT

SHOULDER LINE

6" SOLID WHITE EDGE LINE

EDGE OF PAVEMENT

EDGE OF PAVEMENT

SHOULDER LINE

6" SOLID WHITE EDGE LINE

EDGE OF PAVEMENT

CL

TYPICAL LANE DROP

30°

300’

LINE

MILE2

8" LANE DROP

MARKING

8" SOLID WHITE

DIAGONAL LINE

12" SOLID WHITE

6" SOLID YELLOW EDGE LINE

8" SOLID WHITE GORE MARKINGS

12" SOLID WHITE CHEVRON LINE

6" SOLID YELLOW EDGE LINE

WHITE EDGE LINE

6" SOLID

6" BROKEN WHITE LANE LINES8" LANE DROP MARKING

2’ 2’ 3’ 3’

NOTED ON PLANS.

UNLESS OTHERWISE

FOR BROKEN LINES

TYPICAL SPACING

NOTED ON PLANS.

UNLESS OTHERWISE

FOR LANE DROP.

TYPICAL SPACING

NOTED ON PLANS.

LINES, UNLESS OTHERWISE

FOR DOTTED EXTENSION

TYPICAL SPACING

4’ 9’ 8’ 24’

32’

Pg 2 of 2

MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.

LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A

NOTE:

AROUND RADII.

AT RAMP TERMINALS WITH CROSS-ROADS, WRAP 6" EDGE LINES

NOTE:

6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.

ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.

NOTE:

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D P ro je c t N o

-3

K A

0-

Project No.

RECAPITULATION OF QUANTITIES

ITEMS TOTAL UNITS

PAVEMENT MARKING (MULTI-COMPONENT)(BLACK)(6") 7,863 lnft

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6") 226,727 lnft

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(8") 19,777 lnft

PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12") 3,750 lnft

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

PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(6") 192,326 lnft

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

PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(4") lnft

PAVEMENT MARKING (PATTERNED COLD PLASTIC)(WHITE)(6") 42,715 lnft

PAVEMENT MARKING (PATTERNED COLD PLASTIC)(BLACK)(6") 42,715 lnft

PAVEMENT MARKING (THERMOPLASTIC)(WHITE)(12") lnft

PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(4") lnft

PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(6") lnft

PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(12") lnft

PAVEMENT MARKING (EPOXY)(WHITE)(4") lnft

PAVEMENT MARKING (EPOXY)(WHITE)(6") lnft

PAVEMENT MARKING (EPOXY)(WHITE)(8") lnft

PAVEMENT MARKING (EPOXY)(WHITE)(12") lnft

PAVEMENT MARKING (EPOXY)(YELLOW)(4") lnft

PAVEMENT MARKING (EPOXY)(YELLOW)(6") lnft

PAVEMENT MARKING (EPOXY)(YELLOW)(12") lnft

PAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (12") lnft

PAVEMENT MARKING (INTERSECTION GRADE)(WHITE)(24") 88 lnft

PAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)(12") lnft

PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (R/R XING) EACH

PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (Lt Turn Arrow) EACH

PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (Rt Turn Arrow) EACH

PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) ( ONLY ) EACH

PAVEMENT MARKING SYMBOL (INTERSECTION GRADE) (WHITE) (Rt/Thru Arrow) EACH

PAVEMENT MARKING REMOVAL 112,203 lnft

NOTE:

WORDS & SYMBOLS SHALL CONFORM TO THE LATEST

EDITION OF "STANDARD ALPHABETS FOR HIGHWAY SIGNS

AND PAVEMENT MARKINGS" PRINTED BY THE U.S.

DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY

ADMINISTRATION.

PRIOR TO COMMENCEMENT OF PAVEMENT MARKING WORK

THE ENGINEER WILL ESTABLISH THE LIMITS FOR "NO

PASSING" ZONES. THESE LIMITS SHALL BE USED FOR THE

LOCATION OF " NO PASSING" LINES AND FOR THE

COMPUTATION OF ACTUAL MARKING QUANTITIES FOR THIS

LINE TYPE

70-31 KA 8160-014

SUMMARY OF TRAFFIC CONTROL DEVICES

(FOR INFORMATION ONLY)

All traffic control devices shall be placed in accordance with the applicable KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Contractor operations may require additional signs and traffic control devices, this will be subsidiary to the bid item traffic control.

WORK ZONE SIGNS *

SIGN

NO.

SIZE – SQ. FT.

0-9.25 9.26-16.25 16.26 & OVER

R2-1 8

R4-1 4

W3-4

W3-5 4

W8-11

W14-3

W20-1 8

W20-4 6

W20-5 4

W20-7

W21-5

W8-15

W8-15P

G20-4

W4-2R/L 4

W1-4R/L 4

KG20-2 2

LIGHTED DEVICES *

WORK ZONE WARNING LIGHT

(TYPE “A” LOW INTENSITY)

WORK ZONE WARNING LIGHT

(RED TYPE ”B” HIGH INTENSITY)

ARROW DISPLAY

PORTABLE CHANGEABLE MESSAGE SIGN

BARRICADES * CHANNELIZING DEVICES *

TYPE III (4’

TO 12’)

PEDESTRIAN FIXED PORTABLE PEDESTRIAN

12 400

SUMMARY OF TRAFFIC CONTROL DEVICES

(EACH)

RECAPITULATION OF QUANTITIES

ITEM QUANTITY UNIT

WORK ZONE SIGNS (0 TO 9.25 SQ. FT.) EADA

WORK ZONE SIGNS (9.26 TO 16.25 SQ. FT.) EADA

WORK ZONE SIGNS (16.26 SQ. FT. & OVER) EADA

WORK ZONE BARRICADES (TYPE 3 – 4’ TO 12’) EADA

WORK ZONE BARRICADES (PEDESTRIAN) EADA

CHANNELIZER (FIXED) EADA

CHANNELIZER (PORTABLE) EADA

CHANNELIZER (PEDESTRIAN) EADA

WORK ZONE WARNING LIGHT (TYPE “A” LOW INTENSITY) EADA

WORK ZONE WARNING LIGHT (RED TYPE “B” HIGH INTENSITY) EADA

ARROW DISPLAY EADA

PORTABLE CHANGEABLE MESSAGE SIGN EADA

PAVEMENT MARKING (TEMPORARY)

4" SOLID (TYPE I) STA./LINE

4" SOLID (TYPE II) STA./LINE

4" BROKEN (8')(TYPE I) STA./LINE

4" BROKEN (8')(TYPE II) STA./LINE

4" BROKEN (3')(TYPE I) STA./LINE

4" BROKEN (3')(TYPE II) STA./LINE

4" DOTTED EXTENSION (TYPE I) STA./LINE

4" DOTTED EXTENSION (TYPE II) STA./LINE

SOLID (LINE MASKING TAPE) STA./LINE

BROKEN (LINE MASKING TAPE) STA./LINE

SYMBOL (TYPE I) EACH

SYMBOL (TYPE II) EACH

FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (8’)) STA./LINE

FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3’)) STA./LINE

PAVEMENT MARKING REMOVAL LIN. FT.

WORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS) EACH

WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER) EACH

RIGID RAISED PAVEMENT MARKER (TYPE I) EACH

RIGID RAISED PAVEMENT MARKER (TYPE II) EACH

TRAFFIC SIGNAL INSTALLATION (TEMPORARY) LUMP SUM

TRAFFIC CONTROL (INITIAL SET UP) LUMP SUM

TRAFFIC CONTROL 1 LUMP SUM

FLAGGER (SET PRICE) 1 HOUR

NOTES:

Traffic control quantity is for two temporary set-ups.

If the closure is up longer than allowed and temporary marking is required, the marking will be subsidiary to other bid items.

1 11/10/16 Removed Replacement Modules Summary Table, Added “(IBS)” to Replacement Modules description

JGB

NO. DATE REVISIONS BY APP’D

TRAFFIC CONTROL

SUMMARY OF DEVICES

RECAPITULATION OF QUANTITIES

TE795

FHWA APPROVAL 06/01/15 APP’D Kristina Erickson

DESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACED

DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK.

WORK ZONE SIGN (SPECIAL)

SIGN NO. 16.25 SQ. FT. & LESS 16.26 SQ. FT. & OVER

Geary Co. Proj. No. 70-31 D 2111-22 Title: 70-85 D 2126-24Saline LSUM Traffic Control

50036

Geary 70-31 KA 8160-01

KR5-17 6

KM4-20P

KR2-6

KR2-11 2