- Call No
- 641
- County
- BOURBON
- Pdf Text
- Dwight D. Eisenhower State Office Building
700 S.W. Harrison Street
Topeka, KS 66603-3745
Phone: 785-296-3576
Hearing Impaired - 711
publicinfo@ksdot.org
http://www.ksdot.org
Bureau of Construction and Materials
STATE PROJECT NUMBER: 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
Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01
Contract No. 526106414
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
Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01
Contract No. 526106414
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:
1
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
KANSAS DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION LIST
PAGE:
DATE:
2
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
Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01
Contract No. 526106414
REQUIRED CONTRACT PROVISION - 08-10-66-R05 (Rev. 07/05)
CERTIFICATION - NONCOLLUSION AND HISTORY OF DEBARMENT
K.A.R. 36-30-4, 49 C.F.R. 29.335, 23 U.S.C. 112(c), 49 U.S.C. 322
Complete the exceptions below if applicable. The Contractor's signature on the last page of the Contractor's
Proposal (DOT Form 202) supplies the necessary signature for this Certificate.
NONCOLLUSION
I certify that the Contractor submitting this bid has not, either directly or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive
bidding in connection with the submitted bid.
HISTORY OF DEBARMENT
I certify that, except as noted below, the Contractor submitting this bid and any person associated with this
Contractor in the capacitiy of owner, partner, director, officer, principal, investigator, project director,
manager, auditor, or any position involving the administration of federal funds:
1. Are not currently suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or
state agency;
2. Have not been suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or
state agency within the past three years;
3. Do not have a proposed debarment pending;
4. Within the past three years, have not been convicted or had a civil judgment rendered against them by a
court of competent jurisdiction in any matter involving fraud, antitrust violations, theft, official
misconduct, or other offenses indicating a lack of business integrity or business honesty; and
5. Are not currently indicted or otherwise criminally or civilly charged by a federal, state, or local
government with fraud, anti-trust violations, theft, official misconduct, or other offenses indicating a lack
of business integrity or business honesty; and
6. Have not had one or more federal, state, or local government contracts terminated for cause or default
within the past three years.
Answer 'Yes' if there are exceptions to the above described circumstances. Answer 'No' if
there are no exceptions.
◯ Yes ◯ No
The exceptions, if any, are:
Contractor: Check:Page 4
Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01
Contract No. 526106414
REQUIRED CONTRACT PROVISION - 04-30-82-R07 (Rev. 01/11)
CERTIFICATION - FINANCIAL PREQUALIFICATION AMOUNT
Select the appropriate response below to indicate whether this Proposal exceeds the Contractor's financial
prequalification amount. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form
202) supplies the necessary signature for this Certificate.
I understand that I may be required to identify the outstanding contract and subcontract work of my firm,
association or corporation on DOT Form 284 prior to an award of contract. Unless I obtain approval, I
understand that the Secretary may reject this Proposal if the dollar value of work on this Contract combined
with unearned amounts on our unfinished contract and subcontract work exceeds our prequalification amount.
I certify that the amount of this Proposal plus the total unearned amount of other contracts with the Kansas
Department of Transportation plus the unearned amount of all other contracts in this state or other states
◯ exceeds ◯ does not exceed the financial prequalification amount of our firm, association or corporation. I
also certify that our firm, association or corporation has the financial ability to do the work.
If this Proposal exceeds the financial prequalification amount, I certify that I obtained approval to submit
this bid from the KDOT representative I have listed below. (Prior approval to exceed the prequalification
limit may be made by telephone or personal contact).
KDOT Approval Granted by:
KDOT Approval Date:
Contractor: Check:Page 5
Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01
Contract No. 526106414
REQUIRED CONTRACT PROVISION - 08-04-92-R03 (Rev. 07/05)
CERTIFICATION - CONTRACTUAL SERVICES WITH A CURRENT
LEGISLATOR OR A CURRENT LEGISLATOR'S FIRM
Select the appropriate response below to indicate whether this contract is with a legislator or a firm in
which a legislator is a member. The Contractor's signature on the last page of the Contractor's Proposal (DOT
Form 202) supplies the necessary signature for this Certificate.
Kansas Law, K.S.A. 46-239(c), requires this agency to report all contracts entered into with any legislator
or any member of a firm of which a legislator is a member, under which the legislator or member of the firm
is to perform services for this agency for compensation. The Contractor certifies that:
This Contract ◯ is ◯ is not with a legislator or a firm in which a legislator is a member. That Legislator
is:
Name:
Address:
City State Zip:
Business Telephone:
Contractor: Check:Page 6
Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01
Contract No. 526106414
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
Letting 10/21/2026 Kansas Department of Transportation Project No. K007-006 KA 7168-01
Contract No. 526106414
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
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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
7-6 KA-7168-01 (031).dgnFile :
Plotted by : mike.thompson 2-SEP-2026 09:05
Bridge No. 7-6-69.04 (031)
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DRAWING
INDEX TO DRAWINGS
SHEET NO.
Title Sheet
General Notes
1
4
3
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
7-6 KA-7168-01 (031).dgnFile :
Plotted by : mike.thompson 2-SEP-2026 09:05
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.
748
641
Sq. Yds.
Sq. Yds.
Sq. Yds.
748
1
Sq. Yds.
For Traffic Control quantities, See Sh. No. 25
87
200
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 AThis 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
7-6 KA-7168-01 (031).dgnFile :
Plotted by : mike.thompson 2-SEP-2026 09:05
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.subsidiaryto 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
Roadway
28'-0"
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:
7-6 KA-7168-01 (031).dgnFile :
Plotted by : mike.thompson 2-SEP-2026 09:05
CONSTRUCTION LAYOUT
OF TRANSPORTATION
KANSAS DEPARTMENT
PROJ. NO. 7-6 KA-7168-01
BOURBON Co.BRIDGE NO. 7-6-69.04 (031) 4
EWS
EWS
{ Abut. #1
{ Abut. #2
{ Pier #1
{ Pier #2
1'-3" 1'-3"70'-0"70'-0" 98'-0"
240'-6" EWS to EWS
{ Br. = Cr. Gr.Ü
14'-0" 14'-0"
BRIDGE TO BE CLOSED DURING CONSTRUCTION
Note: A signed detour shall be provided.
Roadway
28'-0"
Span Length/4 or as directed by the Engineer
(Showing sequence for one lane only, other lane similar)
DECK PATCHING SEQUENCE
TYPICAL SECTION
"2
1
2'-6"2
1
2'-6 "2
1
4'-0"2
1
4'-0
Roadway
28'-0"
Overlay
" HMA2
1
Exist. 1
"
/
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t
.
16
3
"
/
f
t
.
163
of the existing deck surface.
may be 3" total HMA to the level
Some portions of the bridge deck
surface
Existing deckConc. Overlay
"2
1
Exist. 1
EWS
EWS
{ Abut. #1
{ Abut. #2
{ Pier #1
{ Pier #2
1'-3" 1'-3"70'-0"70'-0" 98'-0"
240'-6" EWS to EWS
14'-0" 14'-0"
7-6 KA-7168-01 (031).dgnFile :
Plotted by : mike.thompson 2-SEP-2026 09:05
DECK PATCHING SEQUENCE
OF TRANSPORTATION
KANSAS DEPARTMENT
PROJ. NO. 7-6 KA-7168-01
BOURBON Co.BRIDGE NO. 7-6-69.04 (031) 5
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
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.
1
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"
748
748
641
ññ
ññ
200
87
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.
- Contract
- 526106414
- Pdf Pages
- 40
- Latest Start
- AUGUST 16, 2027
- Letting Date
- Oct 21, 2026
- List Url Hint
- kdotapp.ksdot.gov/Proposal/Proposal.aspx
- Pdf Enriched
- Yes
- Working Days
- 50
- Categorized By
- llm
- Earliest Start
- MARCH 01, 2027
- Project Number
- K007-006 KA 7168-01
- Work Description
- BRIDGE REPAIR
- Construction Office
- IOLA
Kansas Department of TransportationIssuing agency·Kansas·via a public procurement portal