0920-00-159.pdf

Control 0920-00-159 Project STP 2026(778)MM Highway VARIOUS County JEFFERSON

ADDENDUM ACKNOWLEDGMENT

Each bidder is required to acknowledge receipt of an addendum issued for a specific project. This page is provided for the purpose of acknowledging an addendum.

FAILURE TO ACKNOWLEDGE RECEIPT OF AN ADDENDUM WILL RESULT IN THE BID NOT

BEING READ.

In order to properly acknowledge an addendum, place a mark in the box next to the respective addendum.

ADDENDUM NO. 1

ADDENDUM NO. 2

ADDENDUM NO. 3

ADDENDUM NO. 4

ADDENDUM NO. 5

In addition, the bidder by affixing their signature to the signature page of the proposal is acknowledging that they have taken the addendum(s) into consideration when preparing their bid and that the information contained in the addendum will be included in the contract, if awarded by the Commission or other designees.

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Highway VARIOUS County JEFFERSON

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Bridge Maintenance

JEFFERSON COUNTY, TEXAS

The quantities in the proposal are approximate. The quantities of work and materials may be increased or decreased as considered necessary to complete the work as planned and contemplated.

This project is to be completed in 240 working days and will be accepted when fully completed and finished to the satisfaction of the Executive Director or designee.

Provide a proposal guaranty in the form of a Cashier’s Check, Teller’s Check (including an Official Check) or Bank Money Order on a State or National Bank or Savings and Loan Association, or State or Federally chartered Credit Union made payable to the Texas Transportation Commission in the following amount:

NINETY THREE THOUSAND AND 00/100 (Dollars) ( $93,000.00)

A bid bond may be used as the required proposal guaranty. The bond form may be detached from the proposal for completion. The proposal may not be disassembled to remove the bond form. The bond must be in accordance with Item 2 of the specifications.

Any addenda issued amending this proposal and/or the plans that have been acknowledged by the bidder, become part of this proposal.

By signing the proposal the bidder certifies:

1. the only persons or parties interested in this proposal are those named and the bidder has not directly or indirectly participated in collusion, entered into an agreement or otherwise taken any action in restraint of free competitive bidding in connection with the above captioned project.

2. in the event of the award of a contract, the organization represented will secure bonds for the full amount of the contract.

3. the signatory represents and warrants that they are an authorized signatory for the organization for which the bid is submitted and they have full and complete authority to submit this bid on behalf of their firm.

4. that the certifications and representations contained in the proposal are true and accurate and the bidder intends the proposal to be taken as a genuine government record.

• Signed: **

(1) (2) (3) Print Name:

(1) (2) (3) Title:

(1) (2) (3) Company:

(1) (2) (3)

• Signatures to comply with Item 2 of the specifications.

**Note: Complete (1) for single venture, through (2) for joint venture and through (3) for triple venture.

* When the working days field contains an asterisk (*) refer to the Special Provisions and General Notes.

NOTICE TO CONTRACTORS

ANY CONTRACTORS INTENDING TO BID ON ANY WORK TO BE AWARDED

BY THIS DEPARTMENT MUST SUBMIT A SATISFACTORY “AUDITED FINANCIAL

STATEMENT” AND “EXPERIENCE QUESTIONNAIRE” AT LEAST TEN DAYS

PRIOR TO THE LETTING DATE.

UNIT PRICES MUST BE SUBMITTED IN ACCORDANCE WITH ITEM 2 OF

THE STANDARD SPECIFICATIONS OR SPECIAL PROVISION TO ITEM 2 FOR

EACH ITEM LISTED IN THIS PROPOSAL.

TEXAS DEPARTMENT OF TRANSPORTATION

BID BOND

KNOW ALL PERSONS BY THESE PRESENTS,

That we, (Contractor Name)

Hereinafter called the Principal, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the Texas Department of Transportation, hereinafter called the Obligee, in the sum of not less than two percent (2%) of the department’s engineer’s estimate, rounded to the nearest one thousand dollars, not to exceed one hundred thousand dollars ($100,000) as a proposal guaranty (amount displayed on the cover of the proposal), the payment of which sum will and truly be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the principal has submitted a bid for the following project identified as:

Control 0920-00-159

Project STP 2026(778)MM

Highway VARIOUS

County JEFFERSON

NOW, THEREFORE, if the Obligee shall award the Contract to the Principal and the Principal shall enter into the Contract in writing with the Obligee in accordance with the terms of such bid, then this bond shall be null and void. If in the event of failure of the Principal to execute such Contract in accordance with the terms of such bid, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not as a penalty but as liquidated damages.

Signed this Day of 20

By:

(Contractor/Principal Name)

(Signature and Title of Authorized Signatory for Contractor/Principal)

*By:

(Surety Name)

(Signature of Attorney-in-Fact) Impressed

*Attach Power of attorney (Surety) for Attorney-in-Fact Surety Seal Only

This form may be removed from the proposal

BIDDER’S CHECK RETURN

IMPORTANT

The space provided for the return address must be completed to facilitate the return of your bidder’s check. Care must be taken to provide a legible, accurate, and complete return address, including zip code. A copy of this sheet should be used for each different return address.

NOTE

Successful bidders will receive their guaranty checks with the executed contract.

RETURN BIDDERS CHECK TO (PLEASE PRINT):

Control 0920-00-159 Project STP 2026(778)MM Highway VARIOUS County JEFFERSON

IMPORTANT

PLEASE RETURN THIS SHEET IN ITS ENTIRETY

Please acknowledge receipt of this check(s) at your earliest convenience by signing below in longhand, in ink, and returning this acknowledgement in the enclosed self-addressed envelope.

Check Received By: Date:

Title:

For (Contractor's Name):

Project: County:

NOTICE TO THE BIDDER

In the space provided below, please enter your total bid amount for this project. Only this figure will be read publicly by the Department at the public bid opening.

It is understood and agreed by the bidder in signing this proposal that the total bid amount entered below is not binding on either the bidder or the Department. It is further agreed that the official total bid amount for this proposal will be determined by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts.

Total Bid Amount

Control Project Highway County

ALT ITEM DESC SP Bid Item Description Unit Quantity Bid Price Amount Seq

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Additional Signature for Joint Venture:

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Total Bid Amount _______$2,664.00________

EXAMPLE OF BID PRICES SUBMITTED BY COMPUTER PRINTOUT

0001-03-030

STP 2000(938)HES

SH 20

EL PASO

104 509 REMOV CONC (SDWLK) SY 266.400 $10.000 $2,664.00 1

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

EXAMPLES

BID PRICES SUBMITTED BY HAND WRITTEN FORMAT

Unit price for each plant in place

249 014 FLEX BASE(DEL)(DENSCOT)(TY A GR4 CL2) TON 56,787.00 14

ALT

ITEM-CODE

ITEM

NO

DESC

NO

S.P.

NO.

UNIT BID PRICE ONLY

WRITTEN IN WORDS UNIT

APPROX

QUANTITIES

DEPT

USE

ONLY

190 026 RED OAK 1 1/2” - 1 3/4” GAL BB EA 9.000 1

DLRS

CENTS

DLRS

CENTS

Unit price for each ton of Flexible Base

430 001 001 CL A CONC FOR EXT STR (CULV) CY 45.000 27

Unit price for each cubic yard of Concrete

DLRS

CENTS

610 007 001 RDWY ILL ASSEM(TY ST 50T-8-8)(.4 KW)S EA 13.000 7

Unit price of each Roadway Illumination Assembly

DLRS

CENTS

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

STP 2026(778)MM

Proposal Sheet

JEFFERSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

104 7004

REMOV CONC (MOWSTRIP)

CY 447.000 1 DOLLARS

and CENTS

104 7007

REMOV CONC (RIPRAP)

CY 30.000 2 DOLLARS

and CENTS

104 7033

REMOV CONC (PILE ENCASEMENT)

CY 3.000 3 DOLLARS

and CENTS

105 7024

RMV (4") TRT/UNTRT BASE & ASPH PAV

SY 48.000 4 DOLLARS

and CENTS

132 7005

EMBANK (FNL)(OC)(TY C)

CY 87.000 5 DOLLARS

and CENTS

158 7001

SPEC EXCAV WORK (BACKHOE)

HR 40.000 6 DOLLARS

and CENTS

158 7002

SPEC EXCAV WORK (HYD EXCAVATOR)

HR 8.000 7 DOLLARS

and CENTS

158 7003

SPEC EXCAV WORK (FRONT-END LOADER)

HR 56.000 8 DOLLARS

and CENTS

164 7018

HYDRO MULCH SEED

(PERM_RURAL_CLAY)

SY 40.000 9 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 1.000 10 DOLLARS

and CENTS

169 7043

SOIL RETENTION BLANKETS (CL 1) (TY B)

SY 40.000 11 DOLLARS

and CENTS

354 7026

PLAN & TEXT CONC PAV(0" TO 1.5")

SY 89.000 12 DOLLARS

and CENTS

361 7008

FULL - DEPTH REPAIR CRCP (13")

CY 4.000 13 DOLLARS

and CENTS

1-5

JEFFERSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

401 7001

FLOWABLE BACKFILL

CY 64.000 14 DOLLARS

and CENTS

403 7002

TEMPORARY SPL SHORING (COFFERDAM)

SF 1,600.000 15 DOLLARS

and CENTS

420 7059

CL C CONC(PILE ENCASEMENT)

LF 90.000 16 DOLLARS

and CENTS

429 7003

CONC STR REPAIR(DECK REP(PART

DEPTH))

SF 18.000 17 DOLLARS

and CENTS

429 7007

CONC STR REPAIR (VERTICAL &

OVERHEAD)

SF 26.000 18 DOLLARS

and CENTS

429 7009

CONC STR REPAIR (STANDARD)

SF 45.000 19 DOLLARS

and CENTS

432 7002

RIPRAP (CONC)(5 IN)

CY 46.000 20 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 666.000 21 DOLLARS

and CENTS

432 7036

RIPRAP (STONE COMMON)(GROUT)(6 IN)

CY 11.000 22 DOLLARS

and CENTS

432 7041

RIPRAP (STONE PROTECTION)(12 IN)

CY 42.000 23 DOLLARS

and CENTS

432 7045

RIPRAP (STONE PROTECTION)(24 IN)

CY 260.000 24 DOLLARS

and CENTS

438 7004

CLEANING AND SEALING EXIST JOINTS

(CL3)

LF 562.000 25 DOLLARS

and CENTS

438 7007

CLEANING AND SEALING EXIST JOINTS

(CL7)

LF 19,544.000 26 DOLLARS

2-5

JEFFERSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

439 7014

MULTI-LAYER POLYMER OVERLAY

SY 25,420.000 27 DOLLARS

and CENTS

451 7006

RETROFIT RAIL (TY T222)

LF 480.000 28 DOLLARS

and CENTS

451 7049

RETROFIT RAIL (TY T131RC)

LF 322.000 29 DOLLARS

and CENTS

483 7016

SHOT BLASTING

SY 25,420.000 30 DOLLARS

and CENTS

496 7017

REMOVE STR (RAIL)

LF 802.000 31 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 32 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 16.000 33 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 5.000 34 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 405.000 35 DOLLARS

and CENTS

512 7001

PORT CTB (FUR & INST)(SGL SLOPE)(TY 1)

LF 630.000 36 DOLLARS

and CENTS

512 7025

PORT CTB (MOVE)(SGL SLP)(TY 1)

LF 630.000 37 DOLLARS

and CENTS

512 7049

PORT CTB (REMOVE)(SGL SLP)(TY 1)

LF 630.000 38 DOLLARS

and CENTS

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 5,587.500 39 DOLLARS

3-5

JEFFERSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

540 7005

MTL BEAM GD FEN TRANS (THRIE-BEAM)

EA 33.000 40 DOLLARS

and CENTS

540 7015

DOWNSTREAM ANCHOR TERMINAL

SECTION

EA 17.000 41 DOLLARS

and CENTS

540 7016

MTL BM GD FEN TRANS (NON - SYM)

EA 4.000 42 DOLLARS

and CENTS

542 7001

REMOVE METAL BEAM GUARD FENCE

LF 5,905.000 43 DOLLARS

and CENTS

542 7002

REMOVE TERMINAL ANCHOR SECTION

EA 43.000 44 DOLLARS

and CENTS

542 7004

RM MTL BM GD FENCE TRANS (THRIE-

BEAM)

EA 4.000 45 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 42.000 46 DOLLARS

and CENTS

544 7003

GUARDRAIL END TREATMENT (REMOVE)

EA 13.000 47 DOLLARS

and CENTS

545 7002

CRASH CUSH ATTEN (MOVE & RESET)

EA 10.000 48 DOLLARS

and CENTS

545 7004

CRASH CUSH ATTEN (REMOVE)

EA 10.000 49 DOLLARS

and CENTS

545 7010

CRASH CUSH ATTEN (INSTL)(R)(N)(TL3)

EA 3.000 50 DOLLARS

and CENTS

545 7018

CCA (INSTL)(N)(TL3)(WORK ZONE)

EA 10.000 51 DOLLARS

and CENTS

658 7002

INSTL DEL ASSM (D-SW)SZ 1(WFLX)GF2(BI)

EA 350.000 52 DOLLARS

4-5

JEFFERSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

658 7013

INSTL DEL ASSM (D-SW)SZ 1(BRF)CTB (BI)

EA 36.000 53 DOLLARS

and CENTS

662 7052

WK ZN PAV MRK REMOV (REFL) TY II-A-A

LF 3,060.000 54 DOLLARS

and CENTS

666 7347

PAVEMENT SLER 6"

LF 4,810.000 55 DOLLARS

and CENTS

666 7411

REFL PAV MRK TY I (W)6"(SLD)(100MIL)

LF 4,020.000 56 DOLLARS

and CENTS

666 7420

REFL PAV MRK TY I (Y)6"(BRK)(100MIL)

LF 190.000 57 DOLLARS

and CENTS

666 7423

REFL PAV MRK TY I (Y)6"(SLD)(100MIL)

LF 600.000 58 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 77.000 59 DOLLARS

and CENTS

677 7001

ELIM EXT PM & MRKS (4")

LF 4,810.000 60 DOLLARS

and CENTS

778 7001

CONCRETE RAIL REPAIR (IN-KIND)

LF 2.000 61 DOLLARS

and CENTS

780 7001

CNC CRACK REPAIR (DISCRETE)(GRAVITY)

LF 100.000 62 DOLLARS

and CENTS

784 7024

REP STL BRIDGE MEMBER(REPL

RIVET/BOLT)

EA 10.000 63 DOLLARS

and CENTS

785 7005

BRIDGE JOINT REPAIR (SEJ)

LF 48.000 64 DOLLARS

5-5

CERTIFICATION OF INTEREST IN OTHER BID

PROPOSALS FOR THIS WORK

By signing this proposal, the bidding firm and the signer certify that the following information, as indicated by checking “Yes” or “No” below, is true, accurate, and complete.

A. Quotation(s) have been issued in this firm's name to other firm(s) interested in this work for consideration for performing a portion of this work.

________ YES

________ NO

B. If this proposal is the low bid, the bidder agrees to provide the following information prior to award of the contract.

1. Identify firms which bid as a prime contractor and from which the bidder received quotations for work on this project.

2. Identify all the firms which bid as a prime contractor to which the bidder gave quotations for work on this project.

DISCLOSURE OF LOBBYING ACTIVITIES

Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 (See reverse for public burden disclosure.)

1. Type of Federal Action:

a. contract

b. grant

c. cooperative agreement

d. loan

e. loan guarantee

f. loan insurance

2. Status of Federal Action:

a. bid/offer/application

b. initial award

c. post-award

3. Report Type:

a. initial filing

b. grant

For material change only:

year _______ quarter _____ date of last report ___________

4. Name and Address of Reporting Entity:

Prime Subawardee Tier __________, if known:

Congressional District, if known:

5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime:

Congressional District, if known:

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable: _____________________________

8. Federal Action Number, if known: 9. Award Amount, if known:

10. a. Name and Address of Lobbying Entity (if individual, last name, first name, MI):

b. Individuals Performing Services (including address if different from No. 10a) (last name, first name, MI):

(attach Continuation Sheet(s) SF-LLL-A, if necessary)

11. Amount of Payment (check all that apply):

$ ___________________________ actual planned

13. Type of Payment (check all that apply):

a. retainer

b. one-time fee

c. commission

d. contingent fee

e. deferred

f. other; specify: _______________________________

12. Form of Payment (check all that apply)

a. cash

b. in-kind; specify: nature ____________________ value ____________________

14. Brief Description of Services Performed or to be Performed and Date(s) of Service, including officer(s), employee(s), or Member(s) contacted, for Payment Indicated in Item 11:

(attach Continuation Sheet(s) SF-LLL-A, if necessary)

15. Continuation Sheet(s) SF-LLL-A attached: Yes No

16. Information requested through this form is authorized by title 31 U.S.C. section 1352. This disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be reported to the Congress semi-annually and will be available for public inspection. Any person who fails to file the required dis-closure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature: __________________________________________

Print Name: _________________________________________

Title: ______________________________________________

Telephone No: _____________________ Date: ___________

FEDERAL USE ONLY Authorized for Local Reproduction Standard Form - LLL

INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES

This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with a covered Federal action. Use the SF-LLL-A Continuation Sheet for additional information if the space on the form is inadequate. Com-plete all items that apply for both the initial filing and material change report. Refer to the implementing guidance pub-lished by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity or this covered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in item 4 checks "Subawardee", then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizational level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number, the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influence the covered Federal action.

(b) Enter the full names of the individual(s) performing services, and include full address if different from 10(a).

Enter Last Name, First Name, and Middle Initial (MI).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned).

Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box(es). Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed, or will be expected to perform, and the date(s) of any services rendered. Include all preparatory and related activity, not just time spent in actual contact with Federal officials. Identify the Federal official(s) or employee(s) contacted or the officer(s), employee(s), or Member(s) of Congress that were contacted.

15. Check whether or not a SF-LLL-A Continuation Sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name, title, and telephone number.

Public reporting burdon for this collection of infromation is estimated to average 30 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments reguarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burdon, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503.

DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB 0348-0046

CONTINUATION SHEET

Authorized for Local Reproduction

Standard Form - LLL-A

Reporting Entity: ____________________________________ Page ______ of ______

CONTRACTOR’S ASSURANCE

(Subcontracts-Federal Aid Projects)

By signing this proposal, the contractor is giving assurances that each subcontract and further all lower tier subcontracts will incorporate the Standard Specification to Article 9.9, Payment

Provisions for Subcontractors and will also physically attach the following:

Form FHWA 1273

Wage Rates

Special Provision 000-001

Special Provision 000-002

Special Provision 000-007

Required Contract Provisions Federal-Aid Construction

Contracts

All Construction Projects

Nondiscrimination, Sections 3.1-3.6 (include materials and leases of equipment)

Certificate of Nondiscrimination in Employment

Cargo Preference Act Requirements in Federal-Aid

11-25

ENGINEER SEAL

Project STP 2026(778)MM

Highway VARIOUS County JEFFERSON

The enclosed Texas Department of Transportation Specifications, Special Specifications, Special Provisions, General Notes and Specification Data in this document have been selected by me, or under my responsible supervision as being applicable to this project.

Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act.

The seal appearing on this document was authorized by:

Raul Hector Garcia Jr P.E.

April 24, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

148582

Raul Hector Garcia Jr

Project Number: CSJ 092000159 Sheet: ______ County: Chambers, etc. Control: 0920-00-159 Highway: IH 10, etc.

General Notes Sheet A

General:

This project includes plans, which are not part of the bid proposal. Plans may be viewed online or downloaded from the website at:

https://www.txdot.gov/business/plans-online-bid-lettings.html

Contractor questions on this project are to be emailed to the following individuals:

Roberto Rodriguez, P.E. – Liberty Area Engineer Roberto.M.Rodriguez@txdot.gov

John Serna, P.E. – Liberty Assistant Area Engineer John.Serna@txdot.gov

All contractor questions will be reviewed by the Engineer. All questions and any corresponding responses that are generated will be posted through the same Letting Pre-Bid Q&A web page.

The Letting Pre-Bid Q&A web page for each project can be accessed by using the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the controls on the left. Hover over the blue hyperlink for the project you want to view the Q&A for and click on the link in the window that pops up.

The following standard detail sheets have been modified:

TYPE T131RC (MOD)

C-RAIL-R (MOD)

Item 6: Control of Materials

Flammable/combustible materials must be stored at a designated location as approved.

Do not store flammable/combustible materials under or adjacent to Bridge class structures. Daily removal of these materials will be considered incidental work.

Item 7: Legal Relations and Responsibilities

Furnish all materials, labor and incidentals required to provide for traffic across the highway and for temporary ingress and egress to private property in accordance with article 7.2.4 of the standard specifications at no additional cost to the state. Maintain ingress and egress to the adjacent property at all times. Consider this work to be subsidiary to the various bid items of the contract.

The Contractor will be completely responsible for the immediate removal of any material that gets upon any vehicle as a result of their operation.

State contract mowers will mow the right of way during the growing season. The Contractor will be notified by the Engineer one week in advance of the anticipated time when mowers will be in

General Notes Sheet B the limits of the project. Clean the right of way to such a condition that allows the mowing contractors to safely mow.

The nesting/breeding season for migratory birds is March 1 through September 30.

Item 8: Prosecution and Progress

Compute and charge working days in accordance with Section 8.3.1.4 Standard Workweek and Section 8.3.3.2.2 Nighttime Work and Daytime Work Requiring Inspector.

This project will consist of work at multiple locations. The work at these locations will be performed during daytime hours unless otherwise directed by the Engineer. Nighttime work on structures not specifically designated for nighttime work may be permitted at the discretion of the Area Engineer.

Contractor is to coordinate nighttime work hour restrictions with Area Engineer due to traffic patterns caused by shift changes at nearby plants.

Nighttime Work is defined as follows:

Sunday Night at 9 P.M. to Monday morning at 5 A.M.

Monday Night at 9 P.M. to Tuesday morning at 5 A.M.

Tuesday Night at 9 P.M. to Wednesday morning at 5 A.M.

Wednesday Night at 9 P.M. to Thursday morning at 5 A.M.

Thursday Night at 9 P.M. to Friday morning at 5 A.M.

24 hours will elapse when changing between daytime and nighttime work.

Daytime and Nighttime work will not be allowed to be performed consecutively unless approved.

Work on all IH 10 ML locations shall only be done at night.

All other work will be performed during the daytime hours as per Section 8.3.1.4, Standard Workweek as defined in the Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges.

Notify the Engineer at least 24 hours in advance of beginning any work, if work will be performed the engineer or their representative must be notified by 8:15 of that day.

Schedule work so that all travel lanes are open during non-working hours, nights and weekends unless otherwise directed by the Engineer.

Assume ownership for all designated waste material and dispose of it at a place off the right of way, as approved.

General Notes Sheet C

Provide a sequence of work with an estimated project schedule to the Engineer at the preconstruction meeting. By noon of each Wednesday, provide the Engineer a written outline of the proposed work schedule for the following week. This outline will also list the times and places for any proposed traffic control changes.

Adjoining projects may be in progress during the construction of a portion of this project. Plan and prosecute the sequence of construction and the traffic control plan with adjacent construction projects, if applicable. Manage construction of all phases to minimize disruption to traffic.

Notify the Engineer 7 days in advance of any temporary or permanent lane, ramp or connector affected by closures, detours, or restrictions to lane widths, alterations to vertical clearances or modifications to alignment/radii. Any other modification to the roadway that may adversely affect the mobility of oversized/overweight trucks will also require 7 business day advance written notice to the Engineer.

Law enforcement will be considered for this contract under the following conditions unless otherwise directed:

Work involving controlled access facilities Night work operations that create substantial traffic safety risks for workers and/or road users Major traffic shifts involving high speed (greater than 55 MPH) and/or high-volume roadways (ADT exceeds 10,000) Traffic shifts at intersections where unexpected or sudden queueing is anticipated Complex intersections where flaggers may not be able to maintain adequate traffic control

Provide full-time, off-duty uniformed officer(s) with transportation jurisdiction and full police powers in the county or city in which the project is located, during construction as directed. The officer(s) must be able to show proof of certification by the Texas Commission on Law Enforcement Officers Standards. Officer(s) will be paid by force account and must be approved.

The vehicle used must be a marked law enforcement vehicle in the city or county where the project is located. Complete the daily tracking form provided by the Department and submit invoices that agree with the tracking form for payment at the end of each month approved services were provided.

Work requiring temporary lane, ramp, or connector closures will only be allowed during non-peak hours. Non-peak hours will be nighttime, or weekends. Nighttime hours will be defined as 9:00 PM until 5:00 AM, Sunday night thru Thursday night. Weekend hours will be defined as 9:00 PM on Friday night until 5:00 AM on Monday morning. One lane in each direction of each travel way is to remain open at all times. Placement of traffic control devices for night or weekend operations will not commence until after the start time and all devices will be removed from the roadway before the finish time.

Hurricane

General Notes Sheet D

In the event of the declaration of a hurricane watch, warning, other severe weather warning or national state of emergency that requires the roadways in the vicinity to be used as evacuation routes, cease all work that requires the Contractor’s, sub-contractors’ or material suppliers’ vehicles to enter the stream of traffic on these primary or secondary evacuation routes. This work includes material hauling and delivery, and mobilization or demobilization of equipment.

No lane closure will be allowed on the National Holidays shown on the table below.

The contractor can work without a lane being closed if the task permits it.

EVENTS DATE LANE CLOSURE RESTRICTIONS

Memorial Day Holiday Traffic

Friday, May 22, 2026 No Lane Closures After 5:00 PM

Saturday, May 23, 2026 No Lane Closures Sunday, May 24, 2026 No Lane Closures Monday, May 25, 2026 No Lane Closures Tuesday, May 26, 2026 Lane Closure Resume at 7:00 AM

Independence Day Holiday Traffic

Friday, July 3, 2026 No Lane Closures After 5:00 PM

Saturday, July 4, 2026 No Lane Closures Sunday, July 5, 2026 No Lane Closures Monday, July 6, 2026 Lane Closure Resume at 7:00 AM

Labor Day Holiday Traffic

Friday, September 4, 2026 No Lane Closures After 5:00 PM

Saturday, September 5, 2026 No Lane Closures Sunday, September 6, 2026 No Lane Closures Monday, September 7, 2026 No Lane Closures Tuesday, September 8, 2026 Lane Closure Resume at 7:00 AM

Thanksgiving Holiday

Wednesday, November 25, 2026 No Lane Closures After Noon

Thursday, November 26, 2026 No Lane Closures Friday, November 27, 2026 No Lane Closures Saturday, November 28, 2026 No Lane Closures Sunday, November 29, 2026 No Lane Closures Monday, November 30, 2026 Lane Closure Resume at 7:00 AM

Christmas and New Year Holiday Traffic

Wednesday, December 23, 2026 No Lane Closures After Noon

Thursday, December 24, 2026 No Lane Closures

General Notes Sheet E

Friday, December 25, 2026 No Lane Closures Saturday, December 26, 2026 No Lane Closures Sunday, December 27, 2026 No Lane Closures Monday, December 28, 2026 Lane Closures Resume at 7:00 AM;

Contractor's Optional Lane Closure Tuesday, December 29, 2026 Contractor's Optional Lane Closure Wednesday, December 30, 2026 Contractor's Optional Lane Closure Thursday, December 31, 2026 No Lane Closures After Noon;

Contractor's Optional Lane Closure Friday, January 1, 2027 No Lane Closures Saturday, January 2, 2027 Lane Closure Resume at 7:00 AM

EVENTS DATE LANE CLOSURE RESTRICTIONS

Memorial Day Holiday Traffic

Friday, May 21, 2027 No Lane Closures After 5:00 PM

Saturday, May 22, 2027 No Lane Closures Sunday, May 23, 2027 No Lane Closures Monday, May 24, 2027 No Lane Closures Tuesday, May 25, 2027 Lane Closure Resume at 7:00 AM

Independence Day Holiday Traffic

Friday, July 2, 2027 No Lane Closures After 5:00 PM

Saturday, July 3, 2027 No Lane Closures Sunday, July 4, 2027 No Lane Closures Monday, July 5, 2027 Lane Closure Resume at 7:00 AM

Labor Day Holiday

Friday, September 3, 2027 No Lane Closures After 5:00 PM

Saturday, September 4, 2027 No Lane Closures Sunday, September 5, 2027 No Lane Closures Monday, September 6, 2027 No Lane Closures Tuesday, September 7, 2027 Lane Closure Resume at 7:00 AM

Thanksgiving Holiday

Wednesday, November 24, 2027 No Lane Closures After Noon

Thursday, November 25, 2027 No Lane Closures Friday, November 26, 2027 No Lane Closures Saturday, November 27, 2027 No Lane Closures Sunday, November 28, 2027 No Lane Closures Monday, November 29, 2027 Lane Closure Resume at 7:00 AM

General Notes Sheet F

Christmas and New Year Holiday Traffic

Thursday, December 23, 2027 No Lane Closures After Noon

Friday, December 24, 2027 No Lane Closures Saturday, December 25, 2027 No Lane Closures Sunday, December 26, 2027 No Lane Closures Monday, December 27, 2027 Lane Closures Resume at 7:00 AM;

Contractor's Optional Lane Closure Tuesday, December 28, 2027 Contractor's Optional Lane Closure Wednesday, December 29, 2027 Contractor's Optional Lane Closure Thursday, December 30, 2027 Contractor's Optional Lane Closure Friday, December 31, 2027 No Lane Closures After Noon;

Contractor's Optional Lane Closure

Item 132 Embankment

Compaction method specified as “ordinary” compaction.

It is the Contractor's responsibility to advise the Engineer of the location of the material source enough in advance to avoid delay due to testing requirements.

Embankment Type C will conform to the following specification requirements:

1. Liquid Limit – 40 maximum

2. Plasticity Index – 21 maximum, 8 minimum

3. A cohesionless sand will not be permitted

Item 168: Vegetative Watering

Equip water trucks with sprinkler systems capable of covering the entire area to be seeded or sodded from the roadway.

Water all newly placed sod or seeded areas the same day of installation. Thereafter, maintain the sod or seeded areas in a well-watered condition and at no time allow the areas to dry to the condition that water stress is evident.

Mechanical watering may not be required during periods of adequate moisture as determined.

Furnish and apply water at a rate of 6.788 Thousand Gallons per acre per cycle or as directed on the plans.

Comply with stabilization requirements for 70% grass coverage; uniform vegetative coverage is required. During this period, meter and operate water equipment under pumping pressure capable of delivering the required quantities of water necessary. For Permanent seeding each cycle will be executed weekly for 12 weeks, unless directed otherwise. For Temporary seeding each cycle will be executed weekly for 6 weeks, unless directed otherwise.

General Notes Sheet G

Provide a log book showing daily water usage and receipts of water applied, in addition to metering the water equipment.

1. Wait 14 calendar days following application of the herbicide and then rough-cut mow the grass. Remove clippings after mowing.

2. Repeat herbicide application as described in item 2 above.

3. Wait 14 calendar days following second herbicide application and then scalp the grass.

4. Completely remove all clippings immediately after scalping and before seeding.

5. Broadcast wildflower seeding. Broadcast seeding will consist of four parts masonry sand and one part seed. Use a roller on seeded areas to ensure seed-to-ground contact.

6. Consider this work to be subsidiary to the various bid items of the contract.

Item 403: Temporary Special Shoring

Submit design calculations and detail sheets bearing the seal of a licensed professional engineer for all temporary shoring no later than two (2) weeks before beginning work. Do not begin work until the design calculations and detail sheets have been approved. The Contractor will be responsible for the complete design, fabrication and removal of the temporary shoring. If steel pilings are placed in a marine environment, apply a marine-grade immersion coating system recommended by the manufacturer for marine and immersion service.

Item 429: Concrete Structure Repair

Repair all concrete in accordance with the TxDOT Concrete Repair Manual shown on the web at: http://onlinemanuals.txdot.gov/txdotmanuals/crm/crm.pdf

Cleaning of exposed rebar is subsidiary to Item 429.

Item 432: Riprap

Methods for underwater filter placement must be approved by the Engineer prior to installation. For underwater placement, filter fabric should be unrolled in the direction of flow;

overlapped a minimum of 2 ft.; and secured with sandbags, nails, or pins to prevent distortion.

To prevent segregation and transport, underwater installation of a granular filter must be done by clamshell bucket or tremie, with the granular material released on or very near the bed, unless otherwise approved. Underwater placement of a granular filter is only permitted if the water velocity is less than 5 ft./sec. unless otherwise approved.

Provide Filter Fabric in accordance with DMS-6200, at all locations in which bedding stone is not required. Consider this subsidiary to Item 432.

General Notes Sheet H

Item 439 Bridge Deck Overlays

Shot blasting will be required prior to polymer overlay placement to ensure adequate contact with the underlying bridge deck and approaches. Shot blast in accordance with the overlay manufacturer’s recommendations but ensure coarseness is not less coarse than ICRI CSP5 unless approved by the Engineer.

Care should be taken to prevent filling in bridge joints. This work will be subsidiary to Item 439.

Remove debris, sediment, or silt from the deck surface prior to Shot Blasting and placement of the Multi-Layer Polymer Overlay. This work is to be considered subsidiary to various bid items.

Item 502: Barricades, Signs, and Traffic Handling

Construct all work zone signs, sign supports, and barricades from material other than wood unless approved otherwise by the Engineer. Metal posts, if used, are to be galvanized.

Aluminum signs, if used, will meet the following minimum thickness requirements:

Square Feet Minimum Thickness Less than 7.5 0.080 inches

7.5 to 15 0.100 inches Greater than 15 0.125 inches

Use drums or 42” cones as channelizing devices.

Work Zone enhancements to improve the effectiveness of the Traffic Control Plan that could not be foreseen in the project planning and design stage will be paid for in accordance with Article 9.7, “Payment for Extra Work and Force Account Method”. These enhancements will be mutually agreed upon and based on weekly or more frequent traffic management reviews on the project. The Engineer may choose to use existing bid Items if it does not slow the implementation of enhancement.

Remove all traffic control devices from the right of way when they are not in use. Devices scheduled to be used within 3 days may be placed along the shoulder of the roadway or along the right of way when not in use or stored in other approved areas on the project. Cover any construction signs that are not in effect and are installed in a fashion that will not allow them to be removed from the right of way easily.

Provide a pilot car where two-way traffic is restricted to one lane during work hours when direct line of sight is impaired from one end of the work zone to the other or when required by the Engineer. Equip pilot car with a portable mounted sign type G20-4 with two revolving or blinking type lights. Consider this work subsidiary to the pertinent bid items.

Provide radio communication between all flaggers and pilot cars for lane closures.

Provide flaggers at each side road intersection.

Work Zone rumble strips will be used on all short-term stationary lane closures with the exception of controlled access facilities.

General Notes Sheet I

Furnish and maintain all barricades and warning signs, including all temporary and portable traffic control devices necessary to complete construction. Construct and place in accordance with the barricades and construction standards, latest Texas MUTCD, and the Traffic Control Plans, or as directed. This work will not be paid for directly but will be considered subsidiary.

Arrange work so that no machinery or equipment will be closer than 30 ft. to the roadway after sunset unless authorized.

Plan work sequence so that minimum interference with traffic is made.

Provide additional barricades & signs to maintain traffic and safety, when directed. This will not be paid for directly but is subsidiary to Item 502.

Do not close more than one traffic lane at a time unless indicated otherwise in the plans or by the Area Engineer.

Item 503: Portable Changeable Message Sign

Provide PCMS to be used as directed by the engineer. Provide screen type "Continuous Line Matrix".

Refer to Traffic Control Plans and BC sheets for placement times, placement locations, and messages.

Item 505: Truck Mounted Attenuator (TMA)

Shadow vehicles with TMA and high intensity rotating, flashing, oscillating or strobe lights are required. Use one TMA preceding every stationary work zone.

Item 506: Temporary Erosion, Sedimentation, and Environmental Controls

It is not anticipated that any erosion, sedimentation, or environmental control devices will be needed on this project. In the event that such controls are necessary, the SW3P for this project will consist of the use of any temporary erosion control measures deemed necessary and as provided under the Item. Payment for the work will be determined in accordance with Article 9.7, “Payment for Extra Work and Force Account Method”.

Item 542: Removing Metal Beam Guard Fence

The removal of the W-beam terminal connector is subsidiary to the removal of the metal beam guard fence or the removal of the thrie-beam transition. At some MBGF locations, the posts are founded in concrete. Consider the removal of the concrete subsidiary to various bid items.

General Notes Sheet J

Item 666: Reflectorized Pavement Markings

Contractor and TxDOT Inspector are to sketch, with dimensions, the existing striping configuration for replacing striping and raised pavement markers when work is complete.

Item 778: Concrete Rail Repair

Repair concrete rail as shown on the detail sheet – Type II repair.

Item 784: Steel Member Repair

NBI 20-146-0-0177-03-154 (Location No. 29 on sheet 4A of the Locations Index): Tighten loose and replace missing diaphragm connection bolts in spans 1, 3, 4, 7, 10, and 17 from southwest.

Provide 2-7/8” by 12” bolts with hex nut and 2 hard washers each. Field-verify required bolts prior to ordering.

Control : 0920-00-159 Project : STP 2026(778)MM

JEFFERSON

VARIOUSHighway :

County :

TEXAS DEPARTMENT OF TRANSPORTATION

GOVERNING SPECIFICATIONS AND SPECIAL PROVISIONS

ALL SPECIFICATIONS AND SPECIAL PROVISIONS APPLICABLE TO THIS PROJECT ARE

IDENTIFIED AS FOLLOWS:

STANDARD SPECIFICATIONS:

REMOVING CONCRETEITEM 104

REMOVING TREATED AND UNTREATED BASE AND ASPHALT PAVEMENTITEM 105

EMBANKMENT(100) (110) (160) (204) (210) (216) (400) ITEM 132

SPECIALIZED EXCAVATION WORK(132) ITEM 158

SEEDING FOR EROSION CONTROL(162) (166) (168) ITEM 164

VEGETATIVE WATERINGITEM 168

SOIL RETENTION BLANKETSITEM 169

PLANING AND TEXTURING PAVEMENTITEM 354

FULL-DEPTH REPAIR OF CONCRETE PAVEMENT(360) (421) (440) ITEM 361

FLOWABLE BACKFILL(421) ITEM 401

TEMPORARY SPECIAL SHORING(410) (411) ITEM 403

CONCRETE SUBSTRUCTURES(400) (404) (421) (422) (426) (427) (440) (441)

(448)

ITEM 420

CONCRETE STRUCTURE REPAIR(421) (431) (440) (780) ITEM 429

RIPRAP(247) (420) (421) (431) (440) ITEM 432

CLEANING AND SEALING JOINTS(454) ITEM 438

BRIDGE DECK OVERLAYS(421) (422) (429) (440) (483) ITEM 439

RETROFIT RAILING(421) (429) (440) (441) (442) (445) (450) (540) ITEM 451

CONCRETE BRIDGE DECK SURFACINGITEM 483

REMOVING STRUCTURESITEM 496

MOBILIZATIONITEM 500

BARRICADES, SIGNS, AND TRAFFIC HANDLING(503) (505) (510) ITEM 502

PORTABLE CHANGEABLE MESSAGE SIGNITEM 503

TRUCK-MOUNTED ATTENUATOR (TMA) AND TRAILER ATTENUATOR (TA)ITEM 505

PORTABLE TRAFFIC BARRIER(420) (421) (424) (440) (442) (502) ITEM 512

METAL BEAM GUARD FENCE(421) (441) (445) (529) ITEM 540

REMOVING METAL BEAM GUARD FENCEITEM 542

GUARDRAIL END TREATMENTSITEM 544

CRASH CUSHION ATTENUATORS(502) ITEM 545

DELINEATOR AND OBJECT MARKER ASSEMBLIES(445) ITEM 658

WORK ZONE PAVEMENT MARKINGS(666) (668) (672) (677) ITEM 662

RETROREFLECTORIZED PAVEMENT MARKINGS(316) (502) (662) (667) (677)

(678)

ITEM 666

ITEMS 1-9 INCL., GENERAL REQUIREMENTS AND COVENANTS

ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION

SEPTEMBER 1, 2024.

STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE

CONTRACT BY REFERENCE.

1-2

GENERAL :

THE ABOVE-LISTED SPECIFICATIONS ITEMS ARE THOSE UNDER WHICH

PAYMENT IS TO BE MADE. THESE, TOGETHER WITH SUCH OTHER PERTINENT

ITEMS, IF ANY, AS MAY BE REFERRED TO IN THE ABOVE-LISTED

SPECIFICATION ITEMS, AND INCLUDING THE SPECIAL PROVISIONS LISTED

ABOVE, CONSTITUTE THE COMPLETE SPECIFICATIONS FOR THIS PROJECT.

SPECIAL PROVISIONS :

SPECIAL PROVISIONS WILL GOVERN AND TAKE PRECEDENCE OVER

THE SPECIFICATIONS ENUMERATED HEREON WHEREVER IN

CONFLICT THEREWITH.

SPECIAL SPECIFICATIONS :

RAISED PAVEMENT MARKERS(677) (678) ITEM 672

ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS(300) (302)

(315) (316)

ITEM 677

CONCRETE RAIL REPAIR(427) (429) (450) (776) ITEM 778

CONCRETE CRACK REPAIRITEM 780

STEEL MEMBER REPAIR(421) (441) (442) (446) (448) (780) ITEM 784

BRIDGE JOINT REPAIR OR REPLACEMENT(429) (438) (448) (449) (454) ITEM 785

"NONDISCRIMINATION" (000---001) SPECIAL PROVISION

"CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT" (000---

002)

SPECIAL PROVISION

"ON-THE-JOB TRAINING PROGRAM" (000---004) SPECIAL PROVISION

"CARGO PREFERENCE ACT REQUIREMENTS IN FEDERAL AID

CONTRACTS" (000---007)

SPECIAL PROVISION

"CERTIFICATE OF INTERESTED PARTIES (FORM 1295)" (000---017) SPECIAL PROVISION

"SCHEDULE OF LIQUIDATED DAMAGES" (000---031) SPECIAL PROVISION

"NOTICE OF CONTRACTOR PERFORMANCE EVALUATIONS" (000---

125)

SPECIAL PROVISION

(002---003) SPECIAL PROVISION TO ITEM 002

(003---006) SPECIAL PROVISION TO ITEM 003

(006---009) SPECIAL PROVISION TO ITEM 006

(007---001) SPECIAL PROVISION TO ITEM 007

(009---002) SPECIAL PROVISION TO ITEM 009

(300---003) SPECIAL PROVISION TO ITEM 300

(411---001) SPECIAL PROVISION TO ITEM 411

(540---001) SPECIAL PROVISION TO ITEM 540

(672---001) SPECIAL PROVISION TO ITEM 672

REQUIRED CONTRACT PROVISIONS. ALL FEDERAL-AID PROJECTS (REV. 10-23) (FORM

FHWA 1273)

WAGE RATES

2-2

Highway VARIOUS County JEFFERSON

DISADVANTAGED BUSINESS ENTERPRISES

REQUIREMENTS

The following goal for disadvantaged business enterprises is established:

DBE

0%

CHILD SUPPORT STATEMENT

Under section 231.006, Family Code, the vendor or applicant certifies that the individual or business entity named in this contract, bid, or application is not ineligible to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate.

CONFLICT OF INTEREST CERTIFICATION

Pursuant to Texas Government Code Section 2261.252(b), the Department is prohibited from entering into contracts in which Department officers and employees have a financial interest.

By signing the Contract, the Contractor certifies that it is not prohibited from entering into a Contract with the Department as a result of a financial interest as defined under Texas Government Code Section 2261.252(b), and that it will exercise reasonable care and diligence to prevent any actions or conditions that could result in a conflict of interest with the Department.

The Contractor also certifies that none of the following individuals, nor any of their family members within the second degree of affinity or consanguinity, owns 1% or more interest or has a financial interest as defined under Texas Government Code Section 2261.252(b) in the Contractor:

Any member of the Texas Transportation Commission; and The Department’s Executive Director, General Counsel, Chief of Procurement and Field Support

Operations, Director of Procurement, and Director of Contract Services.

Violation of this certification may result in action by the Department.

E-VERIFY CERTIFICATION

Pursuant to Texas Transportation Code §223.051, all TxDOT contracts for construction, maintenance, or improvement of a highway must include a provision requiring Contractors and subcontractors to use the U.S. Department of Homeland Security’s E-Verify system to determine employment eligibility. By signing the contract, the Contractor certifies that prior to the award of the Contract:

the Contractor has registered with and will, to the extent permitted by law, utilize the United States Department of Homeland Security’s E-Verify system during the term of the Contract to determine the eligibility of all persons hired to perform duties within Texas during the term of the agreement; and the Contractor will require that all subcontractors also…