Letting 09/16/2026 Kansas Department of Transportation Project No. K010-023 KA 3634-02

Contract No. 526096101

K010-023 KA 3634-02 K010-023 KA 3634-02

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526096101

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.:

K010-023 KA 3634-02 / K010-023 KA 3634-02

The general scope, location and net length are:

GRADING, BRIDGE AND SURFACING. SLT/K-10: I-70/K-10 JCT S

TO 3500 FT N OF K-10/US-40 JCT IN DG CO. LGTH IS 1.198 MI.

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

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

4. Contractors and other interested entities may examine the Bidding Proposal Form/ Contract Documents (see paragraph 11 below) at the County Clerk's Office in the County in which the Project is located and at the Kansas Department of Transportation [KODT] Bureau of Construction and Materials, Eisenhower State Office Building, 700 SW Harrison, Topeka, Kansas 66603. Contractors may examine and print the Bidding Proposal Form/Contract Documents by using KDOT's website at http://www.ksdot.gov and choosing the following selections: "Doing Business", "Highway Contractors" and "Highway Letting Information",and using the links provided in the Project information for this project. KDOT will not print and mail paper copies of Proposal Forms. Contractors shall notify KDOT of their intent to bid as a prime contractor by identifying themselves as a Bid Holder on the website above.

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

5. Contractors shall use the AASHTO's Project Bids software in combination with the electronic bidding system file created for the Project with Project Bids software [EBSX file] to generate an electronic internet proposal. The Project Bids software and Project EBSX file are available on Bid Express' website at http://ui.bidx.com.

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

7. The KDOT Bureau of Construction and Materials will only accept electronic internet proposals on-line using Bid Express until 1:00 P.M. Local Time on the Letting Date. KDOT will open and read these proposals at the Eisenhower State Office Building, 700 SW Harrison, Topeka, Kansas 66603 at 3:00 P.M. Local Time on the Letting Date. Bids are read on a conference call at 785-414-8630. The conference ID is 856 616 050#.

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

9. The Contractor shall complete the work within the times specified in the Project Special Provision "Work Schedule".

10. The Contractor shall complete the Project according to the plans, Standard Specifications, provisions identified in the Special Provision List and all other Contract Documents identified in Standard Specifications subsection 101.3

11. The undersigned declares that the Contractor has carefully examined the Bidding Proposal Form for the Project. The Contractor understands the following:

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

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

C. The Bidding Proposal form becomes the Contractor's Proposal after the Contractor completes the EBSX file, electronically signs the Proposal where required on DOT Form 202, and submits the completed EBSX file documents and bid bond to KDOT using Bid Express. The special provision list, project special provisions, special provisions, Standard Specifications, plans, exploratory work documents, any additional contract information, all questions and answers posted on the Bid Express website, and any addenda are incorporated by reference into the Proposal. These documents are part of the Contractor's Proposal.

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

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

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13. SPECIAL PROVISIONS REQUIRING INFORMATION. The following Required Contract Provisions (I-XVII) require the Contractor to furnish information. The current versions of these provisions are contained in the Project EBSX file. Some or all of these apply to the Project as indicated in the Special Provision List. The Contractor shall complete these provisions within the EBSX file. When these documents are required, the Secretary will reject proposals that fail to contain completed Provisions I, II, III, or IV in the EBSX file, and may reject proposals that fail to contain completed Provisions V, VI, VII, VIII, IX, X, XI, XII, XIII, XIV, XV, XVI, or XVII in the EBSX file.

I. 08-10-66 Certification-Noncollusion & History of Debarment II. 04-30-82 Certification-Financial Prequalification Amount III. 04-26-90 Declaration-Limitations on Use of Federal Funds for Lobbying IV. 08-04-92 Certification-Contractual Services with a Current Legislator or a Current Legislator's Firm V. 10-10-00 Price Adjustment for Fuel VI. 06-01-06 Price Adjustment for Asphalt VII. 08-31-09 Price Adjustment for Emulsified Asphalt VIII. 08-08-01 Furnishing and Planting Plant Materials Unit Cost

IX. 05-18-07 Repair (Structures) Unit Cost X. 11-15-17 Electric Lighting System Unit Cost XI. 04-06-09 ITS Unit Cost XII. 08-17-16 Water System Unit Cost XIII. 06-19-19 Sanitary Sewer System Unit Cost XIV. 01-01-18 Smart Work Zone System Unit Cost XV. 08-12-24 CORS Unit Cost XVI. 04-06-26 Federal Restrictions on Foreign Drones XVII. 01-01-11 Kansas Department of Revenue Tax Clearance Certificate

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

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

I. 11-03-80 Affirmative Action For EEO II. 11-15-96 Affirmative Action & EEO Policies III. 09-06-94 U.S. DOT Fraud Hotline IV. FHWA-1273 Federal-Aid Required Contract Provisions

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

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17. SIGNATURE SECTION:

A. Electronic Internet Proposal

The person submitting the electronic internet Proposal, on the Contractor's behalf, shall be the person whose digital identification is used to submit this Proposal. That person shall complete paragraphs B and C. The person whose digital identification is used to electronically sign this Proposal binds the Contractor to this Proposal and binds the named individual to the certification in paragraph B.

B. Certification

I CERTIFY THAT I AM AUTHORIZED TO REPRESENT THE CONTRACTOR IN PREPARING AND PRESENTING THIS PROPOSAL. I CERTIFY UNDER PENALTY OF PERJURY THAT THE FOREGOING (INCLUDING BUT NOT LIMITED TO THE INFORMATION CONTAINED IN THE SPECICIAL PROVISIONS REFERENCED IN PARAGRAPH

13) IS TRUE AND CORRECT.

EXECUTED ON

C. Signature

Number of company or joint venture:

Name of company or joint venture:

Name of person signing:

Title of the person signing:

Signature: Electronic Internet Proposal

RELEASED FOR CONSTRUCTION:

Date:____________________________________

Chief of Construction and Materials

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

CERTIFICATION - NONCOLLUSION AND HISTORY OF DEBARMENT

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

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

NONCOLLUSION

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

HISTORY OF DEBARMENT

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

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

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

3. Do not have a proposed debarment pending;

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

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

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

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

Yes No

The exceptions, if any, are:

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

CERTIFICATION - FINANCIAL PREQUALIFICATION AMOUNT

Select the appropriate response below to indicate whether this Proposal exceeds the Contractor's financial prequalification amount. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202) supplies the necessary signature for this Certificate.

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

I certify that the amount of this Proposal plus the total unearned amount of other contracts with the Kansas Department of Transportation plus the unearned amount of all other contracts in this state or other states exceeds does not exceed the financial prequalification amount of our firm, association or corporation. I also certify that our firm, association or corporation has the financial ability to do the work.

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

KDOT Approval Granted by:

KDOT Approval Date:

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

CERTIFICATION - CONTRACTUAL SERVICES WITH A CURRENT

LEGISLATOR OR A CURRENT LEGISLATOR'S FIRM

Select the appropriate response below to indicate whether this contract is with a legislator or a firm in which a legislator is a member. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form 202) supplies the necessary signature for this Certificate.

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

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

Name:

Address:

City State Zip:

Business Telephone:

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REQUIRED CONTRACT PROVISION - 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

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REQUIRED CONTRACT PROVISION - 06-01-06-R01 (Rev. 03/15)

PRICE ADJUSTMENT FOR ASPHALT MATERIAL

The Contractor may accept or reject the application of Special Provision 15-01009 (latest revision) "Price Adjustment for Asphalt Material."

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

Accept Reject

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REQUIRED CONTRACT PROVISION - 08-31-09-R01 (Rev. 03/15)

PRICE ADJUSTMENT FOR EMULSIFIED ASPHALT

The Contractor may accept or reject the application of Special Provision 15-01010 (latest revision) "Emulsified Asphalt Price Adjustment."

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

Accept Reject

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REQUIRED CONTRACT PROVISION - 11-15-17-R02 (Rev. 03/26)

ELECTRIC LIGHTING SYSTEM UNIT COST

Prior to award, the contractor shall submit a spreadsheet for the Unit Costs. A spreadsheet template is available on KDOT’s website - https://www.ksdot.gov/doing-business/highway-contractors/contractor-resources under “Other Resources”. The completed spreadsheet shall be submitted to the Letting Engineer no later than noon on the Friday after letting day. Once approved, the spreadsheet will be placed on KDOT’s Exploratory Site and incorporated into the contract by reference.

The Contractor shall comply with Section 814 of the Standard Specifications when providing and installing elements of the Electric Lighting System. Add the following at the end of Section 814.4 Measurement and Payment.

The Contractor will submit a unit cost in this Required Contract Provision for each individual Electric Lighting item the contract requires. Even though the bid item is a lump sum price, the Engineer will adjust the lump sum price by any increase or decrease in the quantities indicated in the Summary of Quantities shown in the plans. To calculate the adjustment, the Engineer will determine the overrun or underrun quantity for each Electric Lighting System item list in the contract. The Engineer will multiply any overrun or underrun quantity by the unit cost the Contractor provided below. The Engineer will increase the lump sum price by the cost of any overruns and decrease the lump sum price by the cost of any underruns. The sum of the unit costs multiplied by the items listed in the *Summary of Quantities for each site or the entire project must be less than or equal to the lump sum bid, or the unit cost submittal will be rejected.

Contractor will then be required to resubmit this Required Contract Provision that meets this requirement for the bid to be accepted. The Engineer will only negotiate or receive new prices on Electric Lighting System items if they were not identified in the original Summary of Quantities.

Furnished items shall comply with either the List of Prequalified Roadway Lighting Systems and Equipment, or the specifications in the contract document or otherwise approved by the Engineer.

The Secretary may reject this Proposal if the Contractor fails to complete this Required Contract Provision before noon on Friday after letting day.

CONTRACTOR MUST ACKNOWLEDGE Yes

*Refer to the Plans for the ID #

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

TAX CLEARANCE CERTIFICATE

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

Yes No

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

Contractors shall have a current Tax Clearance Certificate from the Kansas Department of Revenue [KDOR] at the time of contract award. The Tax Clearance process is a tax account review by KDOR to determine that the Contractor's account is compliant with Kansas tax laws administered by the Director of Taxation. The Secretary will reject the Contractor's Proposal as non-responsive if the Contractor does not have a current Tax Clearance Certificate at the time of the contract award.

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

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

If the Contractor is unable to retrieve the Tax Clearance Certificate or if KDOR denies the Contractor's Application for Tax Clearance, the Contractor shall call KDOR's Special Projects Team at 785-296-3199 to determine why KDOR failed to issue the certificate.

Tax Clearance Certificates are valid for 90 days after issue. To renew a clearance, submit a new Tax Clearance Application. Information pertaining to a Tax Clearance is subject to change for various reasons, including a state tax audit, federal tax audit, agent actions, hearings, and other legal actions. The Tax Clearance Certificate is not "clearance" for all types of taxes the State of Kansas may assess.

Subcontractors also shall have a current Tax Clearance Certificate from KDOR before the Secrtary approves them for subcontract work. The Contractor shall submit to the KDOT Field Office the Subcontractor's Tax Clearance Certificate with KDOT Form 259, Request for Approval of Subcontractor.

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Line Number Item Number Quantity Unit Unit Price Extension Price

Section 01

COMMON ITEMS

1 020100 1.000 LS

CONTRACTOR CONSTRUCTION STAKING /

2 040707 1.000 LS

CURING ENVIRONMENT /

3 016313 1.000 EACH

FIELD OFFICE (SPECIAL) /

4 025600 1.000 EACH

FIELD OFFICE AND LABORATORY (TYPE A) /

5 012340 1.000 CUYD $40.000 $40.00

FOUNDATION STABILIZATION (SET PRICE) /

6 025323 1.000 LS

MOBILIZATION /

7 025200 1.000 LS

REMOVAL OF EXISTING STRUCTURES /

8 020001 1.000 LS $16,000.000 $16,000.00

MAINTENANCE AND RESTORATION OF HAUL ROADS (SET PRICE) /

9 071554 1.000 CUYD $225.000 $225.00

CONCRETE FOR SEAL COURSE (SET PRICE) /

10 070580 1.000 HOUR $45.000 $45.00

FLAGGER (SET PRICE) /

Section 01 Total $16,310.00

Section 02

ROAD ITEMS

11 025007 1.000 EACH $200.000 $200.00

TOWING (COURTESY) (SET PRICE) /

12 000105 1.000 LS

CRITICAL PATH METHOD SCHEDULE /

13 060359 1.000 LS

CLEANING EXISTING STRUCTURE /

14 025361 1.000 LS

CLEARING AND GRUBBING /

15 012411 413821.000 CUYD

COMMON EXCAVATION (RURAL LARGE) /

16 012415 413821.000 CUYD

COMMON EXCAVATION (CONTRACTOR FURNISHED) /

17 012448 26.300 STA.

ERADICATION OF TRAVELED WAY /

18 011772 1.000 LS

TRANSPORTING SALVAGEABLE MATERIAL /

19 012420 190962.000 CUYD

ROCK EXCAVATION /

20 025981 102183.000 CUYD

ROCK EXCAVATION (NON-DURABLE SHALE) /

21 012430 13604.000 CUYD

UNCLASSIFIED EXCAVATION /

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22 012317 693570.000 CUYD

COMPACTION OF EARTHWORK (TYPE A) (MR-5-5) /

23 012318 14330.000 CUYD

COMPACTION OF EARTHWORK (TYPE AA) (MR-0-5) /

24 012334 3102.000 CUYD

COMPACTION OF EARTHWORK (TYPE AA) (MR-3-3) /

25 012319 218684.000 CUYD

COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5) /

26 010114 1.000 MGAL $40.000 $40.00

WATER (GRADING) (SET PRICE) /

27 030189 712394.000 SQYD

SALVAGED TOPSOIL /

28 012341 203.000 CUYD

FOUNDATION STABILIZATION /

29 025186 217.000 CUYD

GRANULAR BACKFILL (WINGWALLS) /

30 012083 763.500 CUYD

CONCRETE (GRADE 4.0) (RCB) /

31 025100 116410.000 LBS.

REINFORCING STEEL (GRADE 60) /

32 071055 376.900 CUYD

FLOWABLE FILL (LOW STRENGTH) /

33 050701 863.000 LNFT

CROSS ROAD PIPE ( 24") (RCP) /

34 050901 8.000 LNFT

CROSS ROAD PIPE ( 30") (RCP) /

35 051101 154.000 LNFT

CROSS ROAD PIPE ( 36") (RCP) /

36 051201 338.000 LNFT

CROSS ROAD PIPE ( 42") (RCP) /

37 051301 163.000 LNFT

CROSS ROAD PIPE ( 48") (RCP) /

38 030439 367.000 LNFT

LINER PIPE ( 54") /

39 051501 549.000 LNFT

CROSS ROAD PIPE ( 60") (RCP) /

40 051219 28.000 LNFT

CROSS ROAD PIPE ( 42") (RCP) (BORED, JACKED OR TUNNELED) /

41 051582 253.000 LNFT

CROSS ROAD PIPE ( 60") (RCP) (BORED, JACKED OR TUNNELED) /

42 056255 342.000 LNFT

CROSS ROAD PIPE ( 84") (RCP) (BORED, JACKED OR TUNNELED) / Cross Road Pipe (102") (RCP) (Bored, Jacked, or Tunneled)

43 054501 2.000 EACH

END SECTION ( 12") (RC) /

44 054526 7.000 EACH

END SECTION ( 15") (RC) /

45 054551 15.000 EACH

END SECTION ( 18") (RC) /

46 054601 31.000 EACH

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END SECTION ( 24") (RC) /

47 054651 4.000 EACH

END SECTION ( 30") (RC) /

48 054701 4.000 EACH

END SECTION ( 36") (RC) /

49 054726 4.000 EACH

END SECTION ( 42") (RC) /

50 054751 2.000 EACH

END SECTION ( 48") (RC) /

51 054776 2.000 EACH

END SECTION ( 54") (RC) /

52 054801 5.000 EACH

END SECTION ( 60") (RC) /

53 054859 2.000 EACH

END SECTION ( 84") (RC) /

54 054544 2.000 EACH

END SECTION ( 15") (ACS) /

55 054549 4.000 EACH

END SECTION ( 18") (ACS) /

56 011488 1.000 EACH

END SECTION ( 24") (ACS) /

57 050775 93.000 LNFT

ENTRANCE PIPE ( 24") /

58 023456 2462.500 LNFT

GUARDRAIL, STEEL PLATE (MGS) /

59 030567 23.000 EACH

GUARDRAIL END TERMINAL (MGS-FLEAT) /

60 023449 3162.000 LNFT

GUARDRAIL, REMOVAL OF STEEL PLATE /

61 012918 15.000 EACH

INLET (MANHOLE) (SPECIAL) /

62 012847 23.000 EACH

INLET (MANHOLE) (TYPE A) (CURB) /

63 012895 5.000 EACH

INLET (MANHOLE) (TYPE B) (CURB) /

64 012849 5.000 EACH

INLET (TYPE I DITCH) /

65 012850 2.000 EACH

INLET (TYPE II DITCH) /

66 070399 22.000 EACH

INLET (TYPE V MEDIAN) /

67 012867 1.000 EACH

INLET (GUTTER) (SPECIAL) /

68 013063 8.000 EACH

MANHOLE (REINFORCED CONCRETE) /

69 045009 570.000 LNFT

SLOTTED DRAIN (18") /

70 012750 1404.000 SQYD

CONCRETE DITCH LINING /

71 072393 258.000 TON

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AGGREGATE BACKSLOPE DITCH LINING /

72 080418 885.000 TON

AGGREGATE DITCH LINING ( 4") /

73 080321 6374.000 TON

AGGREGATE DITCH LINING ( 6") /

74 070974 5400.000 CUYD

SLOPE PROTECTION (RIPRAP STONE) /

75 070970 4294.000 CUYD

SLOPE PROTECTION (AGGREGATE) /

76 070982 53.000 CUYD

BEDDING FOR SLOPE PROTECTION /

77 013209 18469.000 SQYD

GEOTEXTILE FABRIC /

78 012281 141.000 LNFT

SLOPE DRAIN (STONE) /

79 012711 4.000 EACH

FLUME INLET (CONCRETE) /

80 055951 29.000 LNFT

STORM SEWER (12") (RCP) /

81 056101 679.000 LNFT

STORM SEWER (15") (RCP) /

82 056251 1538.000 LNFT

STORM SEWER (18") (RCP) /

83 056267 1175.000 LNFT

STORM SEWER (18") (RCP) (BORED, JACKED OR TUNNELED) /

84 056551 1904.000 LNFT

STORM SEWER (24") (RCP) /

85 056851 163.000 LNFT

STORM SEWER (30") (RCP) /

86 057151 149.000 LNFT

STORM SEWER (36") (RCP) /

87 057301 312.000 LNFT

STORM SEWER (42") (RCP) /

88 056117 98.000 LNFT

STORM SEWER (15") (ACSP) /

89 056262 432.000 LNFT

STORM SEWER (18") (ACSP) /

90 056562 36.000 LNFT

STORM SEWER (24") (ACSP) /

91 061874 6526.000 LNFT

6" PIPE UNDERDRAINS (HT) /

92 061821 34.000 LNFT

6" PIPE UNDERDRAINS (K) /

93 023400 19.000 EACH

GUIDEPOSTS /

94 023146 2.000 EACH

IMPACT ATTENUATOR (TL-3) /

95 012776 2.000 EACH

PLUGGING (WATER) WELLS /

96 030700 8.000 PMPS

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MOWING /

97 072144 28.000 EACH

RIGHT-OF-WAY SURVEY MONUMENT /

Section 02 Total $240.00

Section 03

RETAINING WALL

98 013847 2138.000 SQFT

RETAINING WALL (MSEW) /

99 071592 238.000 SQYD

CONCRETE MASONRY COATING /

Section 03 Total

Section 04

TEMP PRJ WTR POL CTL-SOIL EROSION

100 072222 20955.000 LBS.

TEMPORARY FERTILIZER (15-30-15) /

101 065001 9790.000 LBS.

TEMPORARY SEED (MIX) /

102 030537 5571.900 LBS.

SOIL EROSION MIX /

103 072285 182951.000 SQYD

EROSION CONTROL (CLASS 1) (TYPE C) /

104 072287 62610.000 SQYD

EROSION CONTROL (CLASS 2) (TYPE E) /

105 071291 1.000 CUYD $50.000 $50.00

SEDIMENT REMOVAL (SET PRICE) /

106 072400 1.000 LNFT $2.000 $2.00

TEMPORARY BERM (SET PRICE) /

107 070207 4007.000 TON

TEMPORARY DITCH CHECK (ROCK) /

108 071320 31.000 EACH

TEMPORARY INLET SEDIMENT BARRIER /

109 071290 47411.000 CUYD

TEMPORARY SEDIMENT BASIN /

110 070828 4570.000 LNFT

FILTER SOCK (12") /

111 072411 500.000 SQYD

GEOTEXTILE (EROSION CONTROL) /

112 010598 392.000 LNFT

SILT FENCE /

113 000098 1.000 LS

SWPPP DESIGN /

114 000097 124.000 EACH

SWPPP INSPECTION /

115 000103 124.000 EACH

WATER POLLUTION CONTROL MANAGER /

Contractor: Page 17 Check: 1B827D1A6C

116 030635 120150.000 LBS.

MULCHING TACKING SLURRY /

117 030638 267.000 TON

MULCHING /

118 010123 1.000 MGAL $40.000 $40.00

WATER (EROSION CONTROL) (SET PRICE) /

Section 04 Total $92.00

Section 05

BR NO. 10-23-0.01(200)

119 012402 326.000 CUYD

CLASS III EXCAVATION /

120 072350 82.300 CUYD

CONCRETE (GRADE 4.0) (AE) /

121 032816 457.200 CUYD

CONCRETE (GRADE 4.0) (AE) (SA) (MPC) /

122 025100 5420.000 LBS.

REINFORCING STEEL (GRADE 60) /

123 025103 120900.000 LBS.

REINFORCING STEEL (GRADE 60) (EPOXY COATED) /

124 014070 480.000 LNFT

PILES (STEEL) (HP12X53) /

125 014054 42.000 LNFT

TEST PILES (SPECIAL) (HP12X53) /

126 070259 79.000 LNFT

DRILLED SHAFT ( 54") (CASED) /

127 010337 107.000 LNFT

CORE HOLE (INVESTIGATIVE) /

128 072216 1.000 EACH $2,000.000 $2,000.00

SONIC TEST (DRILLED SHAFT) (SET PRICE) /

129 010325 1250.000 LNFT

PRESTRESSED CONCRETE BEAM (NU63+1) /

130 072356 1101.000 SQYD

MULTI-LAYER POLYMER CONCRETE OVERLAY /

131 014018 145.000 CUYD

ABUTMENT AGGREGATE DRAIN /

132 071021 144.000 SQYD

BRIDGE BACKWALL PROTECTION SYSTEM /

133 070970 767.000 CUYD

SLOPE PROTECTION (AGGREGATE) /

134 014477 1.000 LS

TEMPORARY SHORING /

135 010300 1.000 LS

FALSEWORK INSPECTION /

Section 05 Total $2,000.00

Section 06

Contractor: Page 18 Check: 1B827D1A6C

BR NO. 10-23-0.03(201)

136 012402 3186.000 CUYD

CLASS III EXCAVATION /

137 072350 2360.500 CUYD

CONCRETE (GRADE 4.0) (AE) /

138 032816 2068.400 CUYD

CONCRETE (GRADE 4.0) (AE) (SA) (MPC) /

139 025100 284500.000 LBS.

REINFORCING STEEL (GRADE 60) /

140 025103 688220.000 LBS.

REINFORCING STEEL (GRADE 60) (EPOXY COATED) /

141 025135 19079.000 LBS.

STRUCTURAL STEEL (A709) (GR 50W) /

142 072024 2791458.000 LBS.

STRUCTURAL STEEL (M270) (GR 50WT3) /

143 025110 18351.000 EACH

WELDED STUD SHEAR CONNECTORS /

144 014070 1339.000 LNFT

PILES (STEEL) (HP12X53) /

145 014072 3300.000 LNFT

PILES (STEEL) (HP12X74) /

146 014240 888.000 LNFT

PRE-DRILLED PILE HOLES /

147 014166 39.000 LNFT

DRILLED SHAFT ( 54") /

148 070259 262.000 LNFT

DRILLED SHAFT ( 54") (CASED) /

149 072216 1.000 EACH $2,000.000 $2,000.00

SONIC TEST (DRILLED SHAFT) (SET PRICE) /

150 010337 578.000 LNFT

CORE HOLE (INVESTIGATIVE) /

151 070383 48.000 EACH

BEARING (DISC) /

152 012242 18.000 EACH

BEARING (STEEL) /

153 025474 215.000 SQYD

SUBSTRUCTURE WATERPROOFING MEMBRANE /

154 014184 124.000 SQYD

ABUTMENT STRIP DRAIN /

155 071021 168.000 SQYD

BRIDGE BACKWALL PROTECTION SYSTEM /

156 071056 274.000 CUYD

FLOWABLE FILL (HIGH STRENGTH) /

157 072356 6760.000 SQYD

MULTI-LAYER POLYMER CONCRETE OVERLAY /

158 014477 1.000 LS

TEMPORARY SHORING /

159 070970 1437.000 CUYD

SLOPE PROTECTION (AGGREGATE) /

160 014356 140.000 LNFT

Contractor: Page 19 Check: 1B827D1A6C

EXPANSION DEVICE (SLIDING PLATE) /

161 014241 1.000 LS

BRIDGE DRAINAGE SYSTEM /

162 010300 1.000 LS

FALSEWORK INSPECTION /

Section 06 Total $2,000.00

Section 07

BR NO. 10-23-0.24(202)

163 012402 335.000 CUYD

CLASS III EXCAVATION /

164 072350 246.300 CUYD

CONCRETE (GRADE 4.0) (AE) /

165 032816 582.500 CUYD

CONCRETE (GRADE 4.0) (AE) (SA) (MPC) /

166 025100 32160.000 LBS.

REINFORCING STEEL (GRADE 60) /

167 025103 148530.000 LBS.

REINFORCING STEEL (GRADE 60) (EPOXY COATED) /

168 025135 5776.000 LBS.

STRUCTURAL STEEL (A709) (GR 50W) /

169 072024 417901.000 LBS.

STRUCTURAL STEEL (M270) (GR 50WT3) /

170 025110 8940.000 EACH

WELDED STUD SHEAR CONNECTORS /

171 014069 600.000 LNFT

PILES (STEEL) (HP10X42) /

172 014240 543.000 LNFT

PRE-DRILLED PILE HOLES /

173 070258 88.000 LNFT

DRILLED SHAFT ( 48") (CASED) /

174 072216 1.000 EACH $2,000.000 $2,000.00

SONIC TEST (DRILLED SHAFT) (SET PRICE) /

175 010337 185.000 LNFT

CORE HOLE (INVESTIGATIVE) /

176 070869 22.000 EACH

BEARING (STEEL REINFORCED ELASTOMERIC) /

177 014184 119.000 SQYD

ABUTMENT STRIP DRAIN /

178 071021 126.000 SQYD

BRIDGE BACKWALL PROTECTION SYSTEM /

179 071056 164.000 CUYD

FLOWABLE FILL (HIGH STRENGTH) /

180 070970 831.000 CUYD

SLOPE PROTECTION (AGGREGATE) /

181 072356 1857.000 SQYD

MULTI-LAYER POLYMER CONCRETE OVERLAY /

Contractor: Page 20 Check: 1B827D1A6C

Section 07 Total $2,000.00

Section 08

BR NO. 10-23-0.25(203)

182 012402 102.000 CUYD

CLASS III EXCAVATION /

183 072350 14.900 CUYD

CONCRETE (GRADE 4.0) (AE) /

184 032816 445.600 CUYD

CONCRETE (GRADE 4.0) (AE) (SA) (MPC) /

185 025100 3720.000 LBS.

REINFORCING STEEL (GRADE 60) /

186 025103 115920.000 LBS.

REINFORCING STEEL (GRADE 60) (EPOXY COATED) /

187 014069 284.000 LNFT

PILES (STEEL) (HP10X42) /

188 014240 254.000 LNFT

PRE-DRILLED PILE HOLES /

189 070258 49.000 LNFT

DRILLED SHAFT ( 48") (CASED) /

190 072216 1.000 EACH $2,000.000 $2,000.00

SONIC TEST (DRILLED SHAFT) (SET PRICE) /

191 010337 158.000 LNFT

CORE HOLE (INVESTIGATIVE) /

192 014018 35.000 CUYD

ABUTMENT AGGREGATE DRAIN /

193 071021 39.000 SQYD

BRIDGE BACKWALL PROTECTION SYSTEM /

194 070970 305.000 CUYD

SLOPE PROTECTION (AGGREGATE) /

195 072356 576.000 SQYD

MULTI-LAYER POLYMER CONCRETE OVERLAY /

196 014477 1.000 LS

TEMPORARY SHORING /

Section 08 Total $2,000.00

Section 09

BR NO. 10-23-0.26(204)

197 012402 99.000 CUYD

CLASS III EXCAVATION /

198 072350 13.800 CUYD

CONCRETE (GRADE 4.0) (AE) /

199 032816 434.300 CUYD

CONCRETE (GRADE 4.0) (AE) (SA) (MPC) /

200 025100 3490.000 LBS.

REINFORCING STEEL (GRADE 60) /

201 025103 113170.000 LBS.

Contractor: Page 21 Check: 1B827D1A6C

REINFORCING STEEL (GRADE 60) (EPOXY COATED) /

202 014069 292.000 LNFT

PILES (STEEL) (HP10X42) /

203 014240 261.000 LNFT

PRE-DRILLED PILE HOLES /

204 070258 59.000 LNFT

DRILLED SHAFT ( 48") (CASED) /

205 072216 1.000 EACH $2,000.000 $2,000.00

SONIC TEST (DRILLED SHAFT) (SET PRICE) /

206 010337 177.000 LNFT

CORE HOLE (INVESTIGATIVE) /

207 014018 34.000 CUYD

ABUTMENT AGGREGATE DRAIN /

208 071021 38.000 SQYD

BRIDGE BACKWALL PROTECTION SYSTEM /

209 070970 289.000 CUYD

SLOPE PROTECTION (AGGREGATE) /

210 072356 560.000 SQYD

MULTI-LAYER POLYMER CONCRETE OVERLAY /

Section 09 Total $2,000.00

Section 10

BR NO. 10-23-0.27(206)

211 012402 115.000 CUYD

CLASS III EXCAVATION /

212 072350 19.200 CUYD

CONCRETE (GRADE 4.0) (AE) /

213 032816 544.000 CUYD

CONCRETE (GRADE 4.0) (AE) (SA) (MPC) /

214 025100 4870.000 LBS.

REINFORCING STEEL (GRADE 60) /

215 025103 146000.000 LBS.

REINFORCING STEEL (GRADE 60) (EPOXY COATED) /

216 014069 303.000 LNFT

PILES (STEEL) (HP10X42) /

217 014240 152.000 LNFT

PRE-DRILLED PILE HOLES /

218 070258 126.000 LNFT

DRILLED SHAFT ( 48") (CASED) /

219 072216 1.000 EACH $2,000.000 $2,000.00

SONIC TEST (DRILLED SHAFT) (SET PRICE) /

220 010337 141.000 LNFT

CORE HOLE (INVESTIGATIVE) /

221 014184 35.000 SQYD

ABUTMENT STRIP DRAIN /

222 071021 39.000 SQYD

BRIDGE BACKWALL PROTECTION SYSTEM /

223 071056 22.000 CUYD

Contractor: Page 22 Check: 1B827D1A6C

FLOWABLE FILL (HIGH STRENGTH) /

224 070970 569.000 CUYD

SLOPE PROTECTION (AGGREGATE) /

225 072356 710.000 SQYD

MULTI-LAYER POLYMER CONCRETE OVERLAY /

Section 10 Total $2,000.00

Section 11

BR NO. 10-23-0.52(086)

226 011990 109.100 CUYD

CONCRETE (GRADE 4.0) (RCB BR) /

227 025100 14930.000 LBS.

REINFORCING STEEL (GRADE 60) /

228 012403 81.000 CUYD

CLASS III EXCAVATION (RCB) /

229 012341 29.000 CUYD

FOUNDATION STABILIZATION /

230 025186 69.000 CUYD

GRANULAR BACKFILL (WINGWALLS) /

Section 11 Total

Section 12

CONCRETE SURFACING ITEMS

231 061102 56.000 LNFT

CURB, EDGE ( 4.0") (AE) (SPECIAL) /

232 013287 150.000 LNFT

GUTTERS (SPECIAL) (2'-0") (AE) /

233 012491 7027.000 LNFT

CONCRETE SAFETY BARRIER (TYPE I) /

234 012492 464.000 LNFT

CONCRETE SAFETY BARRIER (TYPE II) /

235 013308 240.000 LNFT

CONCRETE SAFETY BARRIER (TYPE II) (MODIFIED) /

236 012433 766.000 LNFT

CONCRETE SAFETY BARRIER (TYPE IV) /

237 013511 411.000 SQYD

CONCRETE PAVEMENT ( 4" UNIFORM) (AE) (PLAIN) /

238 013551 264.000 SQYD

CONCRETE PAVEMENT ( 6" UNIFORM) (AE) (PLAIN) /

239 013606 1238.000 SQYD

CONCRETE PAVEMENT (10" UNIFORM) (AE) (BR APP) /

240 025509 85.900 CUYD

BRIDGE APPROACH SLAB FOOTING /

Section 12 Total

Section 13

Contractor: Page 23 Check: 1B827D1A6C

ASPHALT SURFACING ITEMS

241 025600 1.000 EACH

FIELD OFFICE AND LABORATORY (TYPE A) /

242 080606 3348.000 TON

HMA SURFACE (SR- 9.5A) (PG 70-28) /

243 080188 6308.000 TON

HMA SURFACE (SM- 9.5A) (PG 70-28) /

244 010819 484.000 TON

EMULSIFIED ASPHALT (EMULSION BONDING LIQUID) /

245 070564 45348.000 SQYD

DRAINABLE BASE (BOUND) ( 4") /

246 072247 35315.000 TON

HMA BASE (SM-19A) (PG 70-28) /

247 071300 9460.000 TON

HMA BASE (SM-12.5A) (PG 64-28) /

248 072311 5818.000 TON

HMA BASE (SR-19A) (PG 70-28) /

249 072267 16550.000 TON

HMA BASE (SR-19A) (PG 64-22) /

250 080209 8893.000 TON

HMA SURFACE (SM- 9.5A) (PG 64-28) (SHOULDER) /

251 072294 39277.000 TON

HMA BASE (SM-19A) (PG 64-28) (SHOULDER) /

252 080419 13155.000 TON

HMA BASE (SM-12.5A) (PG 64-28) (SHOULDER) /

253 061442 1916.000 TON

HMA SURFACE (SR- 9.5A) (PG 58-28) (SHOULDER) /

254 072258 4064.000 TON

HMA BASE (SR-19A) (PG 58-28) (SHOULDER) /

255 072268 4861.000 TON

HMA BASE (SR-19A) (PG 64-22) (SHOULDER) /

256 010108 1.000 MGAL $40.000 $40.00

WATER (BASE) (SET PRICE) /

257 010256 1359.000 TON

EMULSIFIED ASPHALT (SS-1HP) /

258 081050 16250.000 TON

PAVEMENT EDGE WEDGE (ROCK) /

259 011750 1.000 EACH $50.000 $50.00

ASPHALT CORE (SET PRICE) /

260 081699 148965.000 TON

QUALITY CONTROL TESTING (HMA) /

261 000063 1.000 EACH $1.000 $1.00

ASPHALT AIR VOID PAY ADJUSTMENT /

262 000062 1.000 EACH $1.000 $1.00

ASPHALT DENSITY PAY ADJUSTMENT /

263 000060 1.000 EACH $1.000 $1.00

ASPHALT PAVEMENT SMOOTHNESS /

264 000060 1.000 EACH $1.000 $1.00

ASPHALT PAVEMENT SMOOTHNESS / KTA SPEC

265 012282 1.000 MGAL $40.000 $40.00

Contractor: Page 24 Check: 1B827D1A6C

WATER (LIME TREATED SUBGRADE) (SET PRICE) /

266 070468 5436.000 SQYD

GRANULAR BASE ( 8") /

267 025156 47931.000 SQYD

GRANULAR BASE (10") /

268 080974 354.000 TON

SURFACING MATERIAL (SS-3) /

269 081496 737.000 TON

SURFACING MATERIAL (AB-3) /

270 010169 10878.000 SQYD

AGGREGATE BASE (AB-3) ( 6") /

271 010173 58148.000 SQYD

AGGREGATE BASE (AB-3) ( 8") /

272 010170 10073.000 SQYD

AGGREGATE BASE (AB-3) (10") /

273 041003 4880.000 TON

HMA-COMMERCIAL GRADE (CLASS A) /

274 010355 1.000 MGAL $40.000 $40.00

WATER (GRANULAR BASE) (SET PRICE) /

275 010107 1.000 MGAL $40.000 $40.00

WATER (AGGREGATE BASE) (SET PRICE) /

Section 13 Total $214.00

Section 14 AA1

TREATED SUBGRADE ALT (LIME)

276 012770 984.000 TON

LIME /

277 012971 66250.000 SQYD

MANIPULATION (LIME TREATED SUBGRADE) /

Section 14 Total

Section 15 AA2

TREATED SUBGRADE ALT (KILN DUST)

278 012306 2296.000 TON

LIME (KILN DUST) /

279 012971 66250.000 SQYD

MANIPULATION (LIME TREATED SUBGRADE) /

Section 15 Total

Section 16

RUMBLE STRIPS

280 072252 337.800 STA.

RUMBLE STRIPS (MILLED) (ASPHALT) /

Section 16 Total

Contractor: Page 25 Check: 1B827D1A6C

Section 17

FENCING ITEMS

281 012523 10052.000 LNFT

FENCE (WOVEN WIRE) (TYPE B) /

282 071758 1801.000 LNFT

FENCE (WOVEN WIRE) (TYPE B) (TEMPORARY) /

283 012506 2025.000 LNFT

FENCE (SINGLE WIRE CABLE) /

284 012662 2.000 EACH

GATE (WOVEN WIRE FENCE) (12') /

285 012664 1.000 EACH

GATE (WOVEN WIRE FENCE) (16') /

286 023443 31.000 EACH

POSTS (CORNER) (WOVEN WIRE TYPE B) /

287 023444 9.000 EACH

POSTS (CORNER) (SINGLE WIRE CABLE) /

288 023433 20.000 EACH

POSTS (END) (WOVEN WIRE TYPE B) /

289 023434 10.000 EACH

POSTS (END) (SINGLE WIRE CABLE) /

290 023483 13.000 EACH

POSTS (PULL) (WOVEN WIRE TYPE B) /

Section 17 Total

Section 18

SIGNING ITEMS (KDOT)

291 025500 433.000 SQFT

SIGN (FLAT SHEET) (HIGH PERFORMANCE) /

292 025501 3474.000 SQFT

SIGN (REINFORCED PANEL) (HIGH PERFORMANCE) /

293 026176 632.000 LNFT

SIGN POST (4" X 6" WOOD) (FLAT SHEET SIGN) /

294 026184 61.000 LNFT

SIGN POST (4" X 6" WOOD) (REINFORCED PANEL SIGN) /

295 026175 20.000 LNFT

SIGN POST (2 LB/FT "U" STEEL) /

296 026380 31.000 LNFT

SIGN POST (W 6 X 9 STEEL BEAM) /

297 026381 77.000 LNFT

SIGN POST (W10X12 STEEL BEAM) /

298 026382 184.000 LNFT

SIGN POST (W10X22 STEEL BEAM) /

299 026397 2.000 EACH

SIGN POST STUB AND BREAKAWAY BASE PLATE (W 6 X 9) /

300 026398 4.000 EACH

SIGN POST STUB AND BREAKAWAY BASE PLATE (W10X12) /

301 026399 8.000 EACH

Contractor: Page 26 Check: 1B827D1A6C

SIGN POST STUB AND BREAKAWAY BASE PLATE (W10X22) /

302 023207 2.000 EACH

SIGN POST BREAKAWAY BASE PLATE (W 6 X 9) /

303 023208 4.000 EACH

SIGN POST BREAKAWAY BASE PLATE (W10X12) /

304 023209 8.000 EACH

SIGN POST BREAKAWAY BASE PLATE (W10X22) /

305 026048 44.000 LNFT

SIGN POST FOOTING (24" STEEL BEAM POST CONCRETE) /

306 026049 88.000 LNFT

SIGN POST FOOTING (30" STEEL BEAM POST CONCRETE) /

307 026036 51.000 LNFT

SIGN POST FOOTING (18" WOOD POST CONCRETE) /

308 014176 8.000 EACH

SIGNING OBJECT MARKER (TYPE 2) /

309 025996 82.000 EACH

SIGNING DELINEATOR (TYPE A) (WHITE RIGID "U" POST) /

310 025994 3.000 EACH

SIGNING DELINEATOR (TYPE A) (YELLOW RIGID "U" POST) /

311 025990 4.000 EACH

SIGNING DELINEATOR (TYPE B) (WHITE RIGID "U" POST) /

312 026052 4.000 EACH

SIGNING DELINEATOR (TYPE A) (WHITE FLEXIBLE) (TYPE 1 ANCHOR) /

313 026058 1.000 EACH

SIGNING DELINEATOR (TYPE B) (WHITE FLEXIBLE) (TYPE 1 ANCHOR) /

314 026494 1.000 LS

SIGN (REMOVE AND RESET) /

315 026796 1.000 EACH

OVERHEAD SIGN STRUCTURE ( 70.1'- 80.0') (STEEL) /

316 026876 1.000 EACH

OVERHEAD SIGN STRUCTURE ( 90.1'- 100.0') (STEEL) /

317 026881 1.000 EACH

OVERHEAD SIGN STRUCTURE (100.1'- 110.0') (STEEL) /

318 016334 1.000 EACH

BUTTERFLY OVERHEAD SIGN STRUCTURE (10.1'-15.0') (STEEL) /

Section 18 Total

Section 19

SIGNING ITEMS (KTA)

319 025500 870.000 SQFT

SIGN (FLAT SHEET) (HIGH PERFORMANCE) /

320 025501 3169.000 SQFT

SIGN (REINFORCED PANEL) (HIGH PERFORMANCE) /

321 025502 3127.000 SQFT

SIGN (OVERLAY) (HIGH PERFORMANCE) /

322 026173 60.000 LNFT

SIGN POST (3 LB/FT "U" STEEL) /

323 026093 533.000 LNFT

Contractor: Page 27 Check: 1B827D1A6C

SIGN POST (2" PERFORATED SQUARE STEEL TUBE) /

324 026095 871.000 LNFT

SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE) /

325 026380 293.000 LNFT

SIGN POST (W 6 X 9 STEEL BEAM) /

326 026381 92.000 LNFT

SIGN POST (W10X12 STEEL BEAM) /

327 026382 323.000 LNFT

SIGN POST (W10X22 STEEL BEAM) /

328 026397 20.000 EACH

SIGN POST STUB AND BREAKAWAY BASE PLATE (W 6 X 9) /

329 026398 4.000 EACH

SIGN POST STUB AND BREAKAWAY BASE PLATE (W10X12) /

330 026399 14.000 EACH

SIGN POST STUB AND BREAKAWAY BASE PLATE (W10X22) /

331 023207 20.000 EACH

SIGN POST BREAKAWAY BASE PLATE (W 6 X 9) /

332 023208 4.000 EACH

SIGN POST BREAKAWAY BASE PLATE (W10X12) /

333 023209 14.000 EACH

SIGN POST BREAKAWAY BASE PLATE (W10X22) /

334 026048 152.000 LNFT

SIGN POST FOOTING (24" STEEL BEAM POST CONCRETE) /

335 026049 154.000 LNFT

SIGN POST FOOTING (30" STEEL BEAM POST CONCRETE) /

336 026096 41.000 EACH

SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE) /

337 026098 62.000 EACH

SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE) /

338 014176 6.000 EACH

SIGNING OBJECT MARKER (TYPE 2) /

339 025996 208.000 EACH

SIGNING DELINEATOR (TYPE A) (WHITE RIGID "U" POST) /

340 025994 111.000 EACH

SIGNING DELINEATOR (TYPE A) (YELLOW RIGID "U" POST) /

341 025990 154.000 EACH

SIGNING DELINEATOR (TYPE B) (WHITE RIGID "U" POST) /

342 025988 17.000 EACH

SIGNING DELINEATOR (TYPE B) (YELLOW RIGID "U" POST) /

343 026871 1.000 EACH

OVERHEAD SIGN STRUCTURE ( 80.1'- 90.0') (STEEL) /

344 026876 1.000 EACH

OVERHEAD SIGN STRUCTURE ( 90.1'- 100.0') (STEEL) /

345 026252 1.000 EACH

CANTILEVER SIGN STRUCTURE (25.1'-30.0') (STEEL) /

346 026272 1.000 EACH

CANTILEVER SIGN STRUCTURE (30.1'-35.0') (STEEL) /

Section 19 Total

Contractor: Page 28 Check: 1B827D1A6C

Section 20

PAVEMENT MARKING ITEMS (KDOT)

347 023140 23895.000 LNFT

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

348 023141 2893.000 LNFT

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

349 023428 86.000 LNFT

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

350 023143 8144.000 LNFT

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

351 023192 13838.000 LNFT

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

352 023144 341.000 LNFT

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

353 013812 44.000 LNFT

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

354 013349 7.000 EACH

PAVEMENT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW) /

355 013348 10.000 EACH

PAVEMENT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW) /

356 013019 6078.000 LNFT

PAVEMENT MARKING REMOVAL /

Section 20 Total

Section 21

PAVEMENT MARKING ITEMS (KTA)

357 070831 49908.000 LNFT

PAVEMENT MARKING (PAINT) (WHITE) ( 6") /

358 070832 7899.000 LNFT

PAVEMENT MARKING (PAINT) (WHITE) ( 8") /

359 070833 1266.000 LNFT

PAVEMENT MARKING (PAINT) (WHITE) (12") /

360 070841 49725.000 LNFT

PAVEMENT MARKING (PAINT) (YELLOW) ( 6") /

361 070739 9.000 EACH

PAVEMENT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW /

362 070741 20801.000 LNFT

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

363 013019 4986.000 LNFT

PAVEMENT MARKING REMOVAL /

Section 21 Total

Section 22

LIGHTING ITEMS (KTA)

364 025300 1.000 LS

ELECTRIC LIGHTING SYSTEM / KTA

Contractor: Page 29 Check: 1B827D1A6C

365 014486 5.000 EACH

HIGH MAST LIGHT TOWER (100') (48" CONCRETE BASE) /

366 014468 5.000 EACH

HIGH MAST LIGHT TOWER (120') (48" CONCRETE BASE) /

Section 22 Total

Section 23

LIGHTING ITEMS (KDOT)

367 025300 1.000 LS

ELECTRIC LIGHTING SYSTEM / KDOT

368 014486 1.000 EACH

HIGH MAST LIGHT TOWER (100') (48" CONCRETE BASE) /

Section 23 Total

Section 24

SEEDING ITEMS

369 030563 5402.000 LBS.

FERTILIZER (13-13-13) /

370 030344 4959.000 LBS.

FERTILIZER (15-30-15) /

371 010000 2968.400 LBS.

SEED (DISTRICT ONE/FOUR SHOULDER MIX) /

372 010001 2324.600 LBS.

SEED (DISTRICT ONE/FOUR OTHER MIX) /

373 083463 638.500 LBS.

SEED (NATIVE WILDFLOWER MIX 1) /

Section 24 Total

Section 25

TRAFFIC CONTROL

374 025331 128650.000 EADA

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

375 025332 117030.000 EADA

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

376 025333 21700.000 EADA

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

377 025376 153450.000 EADA

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

378 011491 351080.000 EADA

CHANNELIZER (FIXED) /

379 011492 728500.000 EADA

CHANNELIZER (PORTABLE) /

380 025343 106180.000 EADA

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

381 025337 2330.000 EADA

WORK ZONE WARNING LIGHT (RED TYPE "B" HIGH INTENSITY) /

Contractor: Page 30 Check: 1B827D1A6C

382 025364 2330.000 EADA

ARROW DISPLAY /

383 025365 23250.000 EADA

PORTABLE CHANGEABLE MESSAGE SIGN /

384 070916 3981.000 STAL

PAVEMENT MARKING (TEMP) 4" SOLID (TYPE I) /

385 070914 1067.000 STAL

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

386 070918 310.000 STAL

PAVEMENT MARKING (TEMP) 4" DOTTED EXTENSION (TYPE I) /

387 072412 4.000 EACH

PAVEMENT MARKING (TEMP) (SYMBOL) (TYPE I) /

388 013019 180500.000 LNFT

PAVEMENT MARKING REMOVAL /

389 082001 6.000 EACH

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

390 082002 6.000 EACH

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

391 072116 1.000 LS

TRAFFIC CONTROL (INITIAL SETUP) /

392 072259 780.000 EADA

TRAFFIC CONTROL INSPECTION /

393 050280 1.000 LS

SMART WORK ZONE SYSTEM DEPLOYMENT /

394 050281 780.000 EADA

SMART WORK ZONE SYSTEM /

395 050290 8.000 EACH

SMART WORK ZONE SYSTEM DEPLOYMENT (CONSTRUCTION ENTRANCE) /

396 050291 780.000 EADA

SMART WORK ZONE SYSTEM (CONSTRUCTION ENTRANCE) /

397 046038 7.000 EACH

INERTIAL BARRIER SYSTEM (TL-3) /

398 018154 15.000 EACH

REPLACEMENT MODULES (IBS) /

399 018158 20.000 EACH

REPLACEMENT MODULES (IMPACT ATTENUATOR) /

400 011074 14.000 EACH

IMPACT ATTENUATOR (TL-3) (TEMPORARY) /

401 011927 20975.000 LNFT

CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) /

402 011929 37475.000 LNFT

CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY - RELOCATE) /

Section 25 Total

Item Total $28,856.00

Contractor: Page 31 Check: 1B827D1A6C

Company Notified to move

Work started

Percent Complete

Completion Date (est.)

Permit or Agreement #

DG Co. RWD#1 9/18/26 Agr#006252056 P#1-2026-0581

FreeState 98% ** P#1-2026-0358

AT&T 10/29/26

KTA (fiber) 11/16/26

Cogent 11/16/26

Lumen 11/16/26

The information provided in this document does not constitute a guarantee that utility facilities will be clear of construction. The information is gathered from both KDOT field personnel and utility company personnel. Estimated completion dates are dependent upon many variables (weather, material or product availability, r/w acquisition, etc.). The estimated completion date is an estimate.

County: DouglasProject 10-23 KA-3634-02

15-01002 Misc.

Status of Utilities Report

August 11, 2026

** It will be necessary to keep electric service to the existing interchange lighting until the project constructs temporary service/circuit connections for those existing light towers. Removal of remaining lines 4 weeks after contractor connections are made.

ON KTA R/W

15-MR0978

Sheet 1 of 2

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

SECTION 602

MODIFIED REQUIREMENTS – ASPHALT MIXTURES

Project Number: 10-23 KA-3634-02

The asphalt mixes listed in TABLE 1 have the following project mix requirements. [Reference TABLE

602-1, COMBINED AGGREGATE REQUIREMENTS].

TABLE 1: PROJECT MIX REQUIREMENTS

MIX CRITERIA SR-9.5A (PG70-28)(4)

SR-19A (PG70-28)(5) SR-19A (PG64-22)(6) SR-9.5A (PG58-28)sh(7)

SR-19A (PG58-28)sh(8) SR-19A (PG64-22)sh(9)

AGGREGATE:

Coarse Angularity (min.%) 95/90(2) 80/75(3) 50 50 Uncompacted Voids-Fine (min. %) 45 42 40 40

Sand Equivalent (min. %) 45 45 40 40 Reclaimed Asphalt Pavement (RAP) (max. %) 15 25 15 25

COMPACTION REVOLUTIONS: A(1) B(1) A(1) B(1)

Nini (level of compaction) 8 (<91.0) 8 (<91.5) 6 (<92.0) 8 (<92.5) 6 (<92.0) 8 (<92.5) Ndes 100 100 50 100 50 100 Nmax 160 160 75 160 75 160

MIX:

VFA 65 - 82 65 - 82 66 - 82 65 - 82 66 - 82 65 - 82

(1) At the Contractor’s option, Column A or B may be used.

(2) 95/90 denotes that 95% of the coarse aggregate has one fractured face and 90% has two or more fractured faces.

(3) 80/75 denotes that 80% of the coarse aggregate has one fractured face and 75% has two or more fractured faces.

(4) Between 0 and 15% RAP may be used. The required binder and name shown below are based on the percent

RAP used in the contract. The mix will be paid for at the bid price of SR-9.5A (PG70-28).

Percent RAP Name

0 SM-9.5A (PG70-28)

1 - 15 SR-9.5A (PG70-28)

(5) Between 0 and 15% RAP may be used. The required binder and name shown below are based on the percent RAP used in the contract. The mix will be paid for at the bid price of SR-19A (PG70-28).

Percent RAP Name

0 SM-19A (PG70-28)

1 - 15 SR-19A (PG70-28)

(6) Between 0 and 25% RAP may be used. The required binder and name shown below are based on the percent

RAP used in the contract. The mix will be paid for at the bid price of SR-19A (PG64-22).

Percent RAP Name

0 SM-19A (PG64-22)

1 - 15 SR-19A (PG64-22)

16 - 25 SR-19A (PG58-28)

15-MR0978

Sheet 2 of 2

(7) Between 0 and 15% RAP may be used. The required binder and name shown below are based on the percent RAP used in the contract. The mix will be paid for at the bid price of SR-9.5A (PG58-28)sh.

Percent RAP Name 0 SM-9.5A (PG58-28)sh

1 - 15 SR-9.5A (PG58-28)sh

(8) Between 0 and 15% RAP may be used. The required binder and name shown below are based on the percent

RAP used in the contract. The mix will be paid for at the bid price of SR-19A (PG58-28)sh.

Percent RAP Name

0 SM-19A (PG58-28)sh 1 - 15 SR-19A (PG58-28)sh

(9) Between 0 and…