Bid Notice-Bridge Repair - Bourbon 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: K007-006 KA 7168-01

CALL ORDER NUMBER: 641

PROPOSAL NUMBER: 526106414

LETTING DATE 10/21/2026

COUNTY: BOURBON

FUND TYPE: STATE

IOLAKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

BRIDGE REPAIR. K-7; BR. NO. 7-6-69.04(031) IN BB CO. LGTH 240.50

FT.

RESTRICTED DAYS

(50)

TOTAL CONTRACT DAYS

(60)

MARCH 01, 2027

AUGUST 16, 2027

Earliest Start Date:

Latest Start Date:

1:11:00PM9/16/2026 @

Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01

Contract No. 526106414

K007-006 KA 7168-01 K007-006 KA 7168-01

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526106414

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.:

K007-006 KA 7168-01 / K007-006 KA 7168-01

The general scope, location and net length are:

BRIDGE REPAIR. K-7; BR. NO. 7-6-69.04(031) IN BB CO. LGTH

240.50 FT.

2. This is the Proposal of [Contractor] to complete the Project for the amount set out in the accompanying

Unit Prices List.

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

4. Contractors and other interested entities may examine the Bidding Proposal Form/Contract Documents (see paragraph 11 below) at the County Clerk's Office in the County in which the Project is located and at the

Kansas Department of Transportation [KODT] Bureau of Construction and Materials, Eisenhower State Office

Building, 700 SW Harrison, Topeka, Kansas 66603. Contractors may examine and print the Bidding Proposal

Form/Contract Documents by using KDOT's website at http://www.ksdot.gov and choosing the following selections: "Doing Business", "Highway Contractors" and "Highway Letting Information",and using the links provided in the Project information for this project. KDOT will not print and mail paper copies of Proposal

Forms. Contractors shall notify KDOT of their intent to bid as a prime contractor by identifying themselves as a Bid Holder on the website above. Contractors shall furnish this notice no later than 5:00 P.M. on the

Monday preceding the scheduled Letting Date. For a fee, Contractors and other interested entities may order paper copies of the KDOT Standard Specifications for State Road and Bridge Construction, 2015 Edition, [Standard Specifications] by using KDOT's website of http://www.ksdot.gov and choosing the following selections: "Doing Business", "Highway Contractors", "Contractor Resources and "Specifications".

5.Contractors shall use the Bidx.com website to complete and submit the bid form. Project bid forms are available on Bid Express' website at http://www.bidx.com.

6. Contractors shall only use the Project Bids software to create a proposal and submit an electronic internet proposal to KDOT using the Bid Express website.

7. The KDOT Bureau of Construction and Materials will only accept electronic internet proposals on-line using

Bid Express until 1:00 P.M. Local Time on the Letting Date. KDOT will open and read these proposals at the

Eisenhower State Office Building, 700 SW Harrison, Topeka, Kansas 66603 at 3:00 P.M. Local Time on the

Letting Date. Bids are read on a conference call at 785-414-8630. The conference ID is 856 616 050#.

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

9. The contractor shall complete work to open the project to unrestricted traffic within _50_ Restricted Days and shall complete the work within the total Contract Working Days of _60_.

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

Contractor: Check: Page 2

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: K007-006 KA 7168-01 STATE CONTRACT NO: 526106414

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: BOURBON4

BRIDGE REPAIR. K-7; BR. NO. 7-6-69.04(031) IN BB CO. LGTH 240.50 FT.

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 (BOURBON COUNTY)KS20260067

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

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

STRUCTURAL CONCRETE15-04002-R01

GENERAL CONCRETE15-04005-R04

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

CONCRETE STRUCTURE CONSTRUCTION15-07011-R01

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

BRIDGE OVERLAYS15-07025

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

AGGS FOR CONCRETE NOT PLACED ON GRADE15-11003-R04

GENERAL REQUIREMENT DIVISION 120015-12001-R01

PERFORMANCE GRADED ASPHALT BINDER15-12002-R01

AIR-ENTRAINING ADMIXTURES FOR CONCRETE15-14001-R01

SHEET MATERIALS FOR CURING CONCRETE15-14002

LIQUID MEMBRANE FORMING COMPOUNDS15-14003

COLD APPLIED CHEMICALLY CURED JOINT SEALANT15-15004

STEEL SIGN POSTS15-16002-R03

SPECIAL PROVISION LIST

PAGE:

DATE:

09/09/26

STATE PROJECT NO: K007-006 KA 7168-01 STATE CONTRACT NO: 526106414

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: BOURBON4

BRIDGE REPAIR. K-7; BR. NO. 7-6-69.04(031) IN BB CO. LGTH 240.50 FT.

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.

RELEASE COMPOUND FOR ASPHALT MIXES15-17004-R05

FIBROUS REINFORCEMENT FOR CONCRETE15-17006-R02

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

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

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:

Contractor: Check: Page 4

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

CERTIFICATION - FINANCIAL PREQUALIFICATION AMOUNT

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

202) supplies the necessary signature for this Certificate.

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

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

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

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

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

KDOT Approval Granted by:

KDOT Approval Date:

Contractor: Check: Page 5

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

CERTIFICATION - CONTRACTUAL SERVICES WITH A CURRENT

LEGISLATOR OR A CURRENT LEGISLATOR'S FIRM

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

Form 202) supplies the necessary signature for this Certificate.

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

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

Name:

Address:

City State Zip:

Business Telephone:

Contractor: Check: Page 6

REQUIRED CONTRACT PROVISION - 01-01-11-R01 (01-01-11-R01)

TAX CLEARANCE CERTIFICATE

Answer 'Yes' if the Contractor has a current Tax Clearance Certificate. Answer 'No' if the Contractor does not have a current Tax Clearance Certificate.

◯ Yes ◯ No

Insert the Tax Clearance Confirmation Number if available at the time of bidding:

Contractors shall have a current Tax Clearance Certificate from the Kansas Department of Revenue [KDOR] at the time of contract award. The Tax Clearance process is a tax account review by KDOR to determine that the

Contractor's account is compliant with Kansas tax laws administered by the Director of Taxation. The

Secretary will reject the Contractor's Proposal as non-responsive if the Contractor does not have a current

Tax Clearance Certificate at the time of the contract award.

To obtain a Tax Clearance Certificate, the Contractor shall complete and submit to KDOR an Application for

Tax Clearance obtained from KDOR's website at http://www.ksrevenue.org/taxclearance.htm. The Application Form can be completed and submitted on-line, by mail, or by fax. After the Contractor submits the Application, KDOR will provide the Contractor a Transaction ID number. The Contractor shall use the Transaction ID number to retrieve the Tax Clearance Certificate. Decisions on on-line applications are generally available the following business day.

After the Contractor obtains the Tax Clearance Certificate, the Contractor shall insert on this Required

Contract Provision the Confirmation Number contained in the Certificate or the Contractor shall submit a copy of the Tax Clearance Certificate to the KDOT Bureau of Construction and Materials by hand delivery, mail, e-mail or fax. Before awarding a contract, the Bureau of Construction and Materials will authenticate the

Certificate through the Confirmation Number inserted on this Required Contract Provision or contained on the

Certificate submitted.

If the Contractor is unable to retrieve the Tax Clearance Certificate or if KDOR denies the Contractor's

Application for Tax Clearance, the Contractor shall call KDOR's Special Projects Team at 785-296-3199 to determine why KDOR failed to issue the certificate.

Tax Clearance Certificates are valid for 90 days after issue. To renew a clearance, submit a new Tax

Clearance Application. Information pertaining to a Tax Clearance is subject to change for various reasons, including a state tax audit, federal tax audit, agent actions, hearings, and other legal actions. The Tax

Clearance Certificate is not "clearance" for all types of taxes the State of Kansas may assess.

Subcontractors also shall have a current Tax Clearance Certificate from KDOR before the Secrtary approves them for subcontract work. The Contractor shall submit to the KDOT Field Office the Subcontractor's Tax

Clearance Certificate with KDOT Form 259, Request for Approval of Subcontractor.

Contractor: Check: Page 7

Line Number Item Number Quantity Unit Unit Price Extension Price

Section 01

COMMON ITEMS

1 025323 1.000 LS

MOBILIZATION /

2 070580 1.000 HOUR $30.000 $30.00

FLAGGER (SET PRICE) /

Section 01 Total 30.00

Section 02

BRIDGE REPAIR ITEMS

3 014447 748.000 SQYD

MACHINE PREPARATION (3.00") /

4 025522 200.000 SQYD

AREA PREPARED FOR PATCHING /

5 025524 87.000 SQYD

AREA PREPARED FOR PATCHING (FULL DEPTH) /

6 025564 748.000 SQYD

PORTLAND CEMENT CONCRETE OVERLAY (1.50") /

7 025105 1.000 LBS. $3.000 $3.00

REINFORCING STEEL (REPAIR) (GRADE 60) (SET PRICE) /

8 025099 1.000 LBS. $4.000 $4.00

REINFORCING STEEL (REPAIR) (GRADE 60) (EPOXY) (SET PRICE) /

9 025556 1.000 CUYD $250.000 $250.00

MATERIAL FOR PORTLAND CEMENT CONCRETE OVERLAY (SET PRICE) /

10 013333 641.000 SQYD

BRIDGE DECK GROOVING /

11 012278 11.000 TON

HMA-COMMERCIAL GRADE (CLASS A) (PATCHING) /

Section 02 Total 257.00

Section 03

TRAFFIC CONTROL ITEMS

12 072116 1.000 LS

TRAFFIC CONTROL (INITIAL SETUP) /

13 025331 5180.000 EADA

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

14 025332 750.000 EADA

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

15 025376 900.000 EADA

WORK ZONE BARRICADES (TYPE 3 - 4 TO 12 LIN. FT.) /

16 025343 300.000 EADA

WORK ZONE WARNING LIGHT (TYPE "A" LOW INTENSITY) /

17 082001 11.000 EACH

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

18 082002 3.000 EACH

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

Section 03 Total

Item Total $287.00

Contractor: Check: Page 8

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DEPARTMENT OF TRANSPORTATION

BRIDGE REPAIR

STATE OF KANSAS

KANSAS PROJECT

A D

A

ST

RA PER ASPER

A

BOURBON COUNTY

K-7

PROJ. NO. 7-6 KA-7168-01

TITLE SHEET

OF TRANSPORTATION

KANSAS DEPARTMENT

PROJ. NO. 7-6 KA-7168-01

BOURBON Co.BRIDGE NO. 7-6-69.04 (031) 1

-6

K A

-7

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F il e

P lo tt e d b y m ik e .t h o m p s o n

-S

E P

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:0

Bridge No. 7-6-69.04 (031)

Creek

Mill

Fort Scott

Michael.Ingalls Image

Michael.Ingalls Image

DRAWING

INDEX TO DRAWINGS

SHEET NO.

Title Sheet

General Notes

Traffic Control

Construction Layout

7-25

2 Sheet Index and Quantities

5 Deck Patching Sequence

SUMMARY OF QUANTITIES

ITEM UNITS QUANTITY

Lbs. 1Reinforcing Steel (Repair) (Grade 60) (Epoxy Coated) (Set Price)

Reinforcing Steel (Repair) (Grade 60) (Set Price) Lbs. 1

Mobilization Lump Sum Lump Sum

6 Deck Patching Details

SHEET INDEX AND QUANTITIES

OF TRANSPORTATION

KANSAS DEPARTMENT

PROJ. NO. 7-6 KA-7168-01

BOURBON Co.BRIDGE NO. 7-6-69.04 (031) 2

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K A

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P lo tt e d b y m ik e .t h o m p s

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Machine Preparation (3.00")

Area Prepared for Patching

Portland Cement Concrete Overlay (1.50")

Sq. Yds.

Area Prepared for Patching (Full Depth)

Material for Portland Cement Concrete Overlay (Set Price)

Bridge Deck Grooving

Cu. Yds.

Sq. Yds.

Sq. Yds.

Sq. Yds.

Sq. Yds.

For Traffic Control quantities, See Sh. No. 25

HMA-Commercial Grade (Class A) (Patching) Ton 11

GENERAL NOTES

slope.

necessary allowances for roadway grade and cross horizontal dimensions unless otherwise noted. Make

All dimensions shown on the design plans are

DIMENSIONS:

construction.

dimensions that will be incorporated in the new descriptions as needed to clearly define the as-built will include sketches, drawings, photographs and verification in writing to the Engineer. The verification dimensions of the existing structure and submit such old plans. Verify, by field measurement, the as-built

Dimensions of the existing structure are based on

EXISTING DIMENSION VERIFICATION:

Building, 700 SW Harrison, Topeka, KS.

State Bridge Office, KDOT, Eisenhower State Office available for inspection by qualified bidders at the

Plans of the existing structure are on file and

EXISTING STRUCTURE:

to other items in the proposal.subsidiaryare

Items not listed separately in the Summary of Quantities

QUANTITIES:

operations may require additional signs and traffic devices.

Quantities listed on Sheet 25 are estimates only. Contractor devices for proper traffic control of all construction activities.

Contractor shall provide all signs and other traffic control with the applicable KDOT Traffic Control Standards. The

All traffic control devices shall be placed in accordance

TRAFFIC CONTROL DEVICES:

Professional Engineer is not required.

without approved Demolition Plans. A Licensed

Specifications. No Demolition work will begin

Demolition Plans to the Field Engineer per KDOT

Demolition. Submit detailedCategory A This is a

DEMOLITION PLANS:

provided by the Contractor and approved by the Engineer.

Waste the broken concrete from the existing bridge on sites

BROKEN CONCRETE:

structure is found in the field.

Specifications for limitations on structural capacities, as the is granted. The Contractor's Engineer will use AASHTO will bear the Seal of the Contractor's Engineer before approval

20 tons or greater than bridge posted load limit. These plans proposed materials, debris or equipment weighing more than provide plans showing the location, quantity and weight of the with highway traffic on or under the bridge the Contractor will prior written approval by the KDOT Area Engineer. For bridges or greater than bridge posted load limits on the bridge without debris/rubble or place equipment weighing more than 20 tons

The Contractor will not stock pile construction materials, TEMPORARY CONSTRUCTION LOADS:

GENERAL NOTES

OF TRANSPORTATION

KANSAS DEPARTMENT

PROJ. NO. 7-6 KA-7168-01

BOURBON Co.BRIDGE NO. 7-6-69.04 (031) 3

-6

K A

-7

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P lo tt e d b y m ik e .t h o m p s

E P

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:0 the bid item of “Machine Preparation (SQYD).”

required to remove the existing overlay will be paid for using remains. All labor, equipment, materials and incidentals plans. Approximately 50% of the existing concrete overlay overlays. Remove the overlays to the depth specified on the The existing overlay consists of both HMA and Concrete

MACHINE PREPARATION:

7. The HMA patching shall take place after the Concrete Overlay work has been performed.

to the bid item "HMA-Commercial Grade (Class A) (Patching), Ton."subsidiary

6. Perimeter of HMA patches shall be sawcut to provide clean lines. Sawcutting shall be and compacted with lift thicknesses according to the specifications.

compacted to 95% of standard density. Remaining depth of patch will then be backfilled All AB-3 shall be placed in lift thicknesses according to the specifications, each lift to the patching line.subsidiary to 8 inches from top of pavement with AB-3 that shall be 8 inches. If needed depth is greater than 8 inches, the subgrade shall be brought up

5. Depth of HMA removal needed to get down to good material may be more or less than

4. HMA Patching quantity is based off of 8 inch depth of patch.

3. HMA Patching Locations – At each end of the EWS, full width(28”) and 4’ in length.

other traffic control devices, for proper traffic control of all construction activities.

2. The signs listed are the minimum required. The contractor shall provide all signs and

1. The department takes no responsibility for any damage of any kind due to the Contractor.

AREA NOTES:

28'-0" Roadway

Pedestal Type Piers

1 Stub Abut., 1 Pile Abut., 70'-98'-70' Cont. RC Girder Spans

PLAN

R o a d w a y

Concrete Overlay

1.50" Portland Cement

Deck Patching and

3.00" Machine Preparation, bid item of “Machine Preparation (SQYD).”

required to remove the existing overlay will be paid for using the overlay remains. All labor, equipment, materials and incidentals shown on the plans. Approximately 50% of the existing concrete Remove the existing HMA and Concrete overlays to the depth Note:

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1'-3" 1'-3"70'-0"70'-0" 98'-0"

240'-6" EWS to EWS

{ Br. = Cr. Gr.Ü

BRIDGE TO BE CLOSED DURING CONSTRUCTION

Note: A signed detour shall be provided.

R a d w a y

Span Length/4 or as directed by the Engineer

(Showing sequence for one lane only, other lane similar)

DECK PATCHING SEQUENCE

TYPICAL SECTION

"2

2'-6"2

2'-6 "2

4'-0"2

4'-0

Roadway

28'-0"

Overlay

" HMA2

Exist. 1

"/ft.16

"/ft.16 of the existing deck surface.

may be 3" total HMA to the level

Some portions of the bridge deck surface

Existing deckConc. Overlay

"2

Exist. 1

E W

S

E W

S

A b u t.

A b u t.

P ie r

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1'-3" 1'-3"70'-0"70'-0" 98'-0"

240'-6" EWS to EWS

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(0 increase the above splice lengths by 20%.

Note: If splicing epoxy coated reinforcing steel, Lap lengths are based on a Class B splice.

RECAPITULATION OF QUANTITIES

ITEM UNITS QUANTITY

MINIMUM REBAR SPLICE LENGTHS

Machine Preparation (3.00")

Area Prepared for Patching

Portland Cement Concrete Overlay (1.50")

Reinforcing Steel (Repair) (Grade 60) (Set Price)

Reinforcing Steel (Repair) (Grade 60) (Epoxy) (Set Price)

Sq. Yds.

Sq. Yds.

Sq. Yds.

Lbs.

Lbs. 1

Existing Bar Size

#4

#5

#6

#7

#8

#9

#10

#11

Min. Splice Lengths (inches)

Existing Gr. 40 ksi Bars

12"

13"

16"

20"

26"

33"

42"

51"

Area Prepared for Patching (Full Depth)

Material for Portland Cement Concrete Overlay (Set Price)

Bridge Deck Grooving

Sq. Yds.

Cu. Yds.

Sq. Yds.

to traffic.

be cured according to the Specifications prior to opening the lane

4 ft. x 8 ft. in any direction. All patching and overlay concrete shall maximum size of any full depth patch in Area 2 shall be limited to final patches in Area 1 have cured a minimum of 3 days. The

Area 2 . Concrete removal shall not begin in Area 2 until the completion of work in Area 1 , concrete removal may begin in resumes adjacent to newly placed patches. Following the patches shall cure a minimum of 3 days before concete removal stop and the patch area filled with Concrete (Grade 4.0) (AE). The of greater than 4 feet along the bars, the concrete removal shall than 15 longitudinal bars in Area 1 are debonded for a distance to 4 ft. (along ì) x 8 ft. (perpendicular to ì) in Area 1 . If more

The maximum size of a patch with fully debonded bars is limited stages beginning with removal of deteriorated concrete in Area 1 .

PATCHING SEQUENCE: The concrete removal shall be completed in

{ Br. = Cr. Gr.Ü

1 12 22 ñ

17'-6" 17'-6"24'-6"24'-6" ññññ

{ Br. = Cr. Gr.

1'-9" (Typ.)

8'-1" 8'-1"

14'-0"14'-0" ññ ññ measurement and payment.

the Engineer. See KDOT Specifications for method of reinforcing bars by wire ties or a method approved by bridge slab. The forms may be suspended from existing placement of the concrete in areas of full depth removal of

FULL DEPTH PATCHING: Forms shall be provided to enable plans. See KDOT Specifications.

Cement Concrete Overlay" to the dimensions specified on the of cleaning the concrete surface and placing the "Portland

PORTLAND CEMENT CONCRETE OVERLAY: This item shall consist

Specifications.

patching material onto the existing concrete. See KDOT with the manufacturer's recommendations. Avoid dripping any coating. Apply an approved patching material in accordance areas with a stiff wire brush to remove dirt and damaged during the concrete removal process. Thoroughly clean damaged epoxy coating damaged or removed from the reinforcing steel

REPAIR OF EPOXY COATED REINFORCING STEEL: Replace any overlay.

cold applied joint sealant 72 hours after placement of the shall be cleaned by sandblasting and sealed with an approved overlay and the cold joint between the overlay and the curbs

OVERLAY CONSTRUCTION JOINTS: All construction joints in the shall be at no cost to the State.

required. Replacement of bars damaged by the Contractor table for replacement bar size and minimum splice length wedge chipping hammer bit against reinforcement. See shall be replaced as directed by the Engineer. Do not concrete. Reinforcing steel damaged, cut or deteriorated bars are partially exposed yet remain anchored in sound the bond between the reinforcing steel and concrete where steel. Extreme care should be exercised to avoid breaking prevent cutting, stretching or damaging exposed reinforcing

REINFORCING IN BRIDGE DECK: Care should be exercised to removed. See KDOT Specifications.

operation to ensure that all unsound concrete has been be determined by tapping, before, during and after chipping an estimate of the areas involved. The exact areas shall removed patched areas with concrete. Quantity shown is bridge deck, cleaning reinforcing bars, and filling the removing unsound concrete and asphalt patches from the

AREA PREPARED FOR PATCHING: This item shall consist of as shown on the plans. See KDOT Specifications.

from the roadway surface of the bridge deck to the depth the deck for an overlay by removing asphalt or concrete

MACHINE PREPARATION: This item shall consist of preparing

Chip to Near Vertical

Surface

Exist. Deck

Surface Rough Finish on Patch

2" Min. Cl.

Unsound

Concrete

T y p

Top Reinforcing

Steel

PARTIAL DEPTH PATCHING

monolithic with the overlay.

the patch area shall be filled the top layer of reinforcing steel, If the patch does not de-bondto placing the overlay.

according to Specifications prior pre-poured. Patches shall cure debonded reinforcing shall be

All patch areas which have

3.00" Machine Preparation

Exist. Deck

Surface

Rough Finish on Patch

2" Min. Cl.

Top Reinforcing

Steel

Unsound

Concrete

Bottom Reinforcing

Steel

Concrete Removal Line

(Remove to Sound Concrete) full depth patch shall be required.

to the bottom layer of reinforcing steel, a

Where it is necessary to remove concrete item.

bonding agent as a subsidiary coated with an epoxy resin full depth patch shall be

All vertical surfaces in a

DECK PATCHING DETAILS

FULL DEPTH PATCHING

clean with compressed air.

of debris and vegetation. Blast

Clean existing cracks in deck

CRACK SEALING DETAIL

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Exist. 1 2"

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DETOUR SKETCH

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Existing Sign

Existing Sign

Cover or Remove

Type 3 Barricades

Type 3 Barricades

Bridge

Location

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C L O S E D

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R O A

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C L O S E D

A H E A

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K R -1

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P H O N E

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W O R K E R S

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K R -1

H A N D S -F

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P H O N E

O N L Y

W O R K E R S

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M ic ro s o ft C o rp o ra tio n

M a x a r ©

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(2 ) D is trib u tio n A irb u s D

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Type 3 Barricades

Devon

Fulton

Location

Project

Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCH

Sheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

Bing TC.dgnFile :

Plotted by : mike.thompson 2-SEP-2026 08:34

T R

A F

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ROAD CLOSED

LOCAL TRAFFIC ONLY

MILESAHEADXX

60"x30"

R11-3a

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Plotted by : mike.thompson 2-SEP-2026 08:34

T R

A F

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C O

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L A

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-6 -6

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Devon

Fulton

Location

Project

Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCH

Sheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

M P

H

N O R T H x

M -1

P

D

ETO

U R x

M -8

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M

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M -1

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M a p b

Fulton

Location

Project

Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCHSheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

Bing TC.dgnFile :

Plotted by : mike.thompson 2-SEP-2026 08:35

T R

A F

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C O

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L P

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Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCHSheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

Bing TC.dgnFile :

Plotted by : mike.thompson 2-SEP-2026 08:35

T R

A F

F

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C O

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L P

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24"x12"

M4-8P

24"x24"

M1-5

21"x15"

M6-1PL

69 69

M ic ro s o ft C o rp o ra tio n

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(2 ) D is trib u tio n A irb u s D

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Location

Project

Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCH

Sheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

Bing TC.dgnFile :

Plotted by : mike.thompson 2-SEP-2026 08:35

T R

A F

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Plotted by : mike.thompson 2-SEP-2026 08:35

T R

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-6 -6

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Fulton

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Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCH

Sheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

W E S T

M ic ro s o ft C o rp o ra tio n

M a x a r ©

C N

E S

(2 ) D is trib u tio n A irb u s D

S

M a p b

Location

Project

Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCH

Sheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

Bing TC.dgnFile :

Plotted by : mike.thompson 2-SEP-2026 08:35

T R

A F

F

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C O

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Location

Project

Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCH

Fulton Sheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

Bing TC.dgnFile :

Plotted by : mike.thompson 2-SEP-2026 08:35

T R

A F

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C O

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L A

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24"x12"

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24"x24"

M1-5

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24"x12"

M3-3P

21"x15"

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(2 ) D is trib u tio n A irb u s D

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Location

Project

Detour

Proposed

Detour

Proposed

Detour

Proposed

DETOUR SKETCH

Sheet

This

LEGEND

Existing Sign

Existing Sign

Cover or Remove

Bing TC.dgnFile :

Plotted by : mike.thompson 2-SEP-2026 08:35

T R

A F

F

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C O

N T

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L P

L A

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