0088-02-063.pdf

PDF 5 MB Posted

Attached to
Surfacing / Roadway Restoration, US 59
Solicitation number
0088-02-063
Issued by
Glasscock County, Texas

About this file

Summary

This is a proposal document issued by the Texas Department of Transportation (TxDOT) for a surfacing and roadway restoration project on US Highway 59 in Goliad County, Texas. The project, identified as Control 0088-02-063 and ETC Project F 2026(754), consists of mill and overlay work on approximately 2.08 miles of roadway, specifically from 330 feet east of Fort Street to State Highway 239 and from Wright Street to 330 feet east of Fort Street. The scope of work includes preparing right-of-way, flexible base installation, asphalt placement, concrete pavement repair, drainage cleaning, rumble strip milling, guardrail installation, pavement marking application and removal, tree trimming, and temporary erosion control measures. The contract is structured with 61 bid items ranging from mobilization to specialized tasks such as prefabricated pavement markings and reflectorized pavement markers. The project must be completed within 78 working days and is a federal-aid construction project subject to applicable wage rates and Davis-Bacon Act provisions.

Bidders must submit a proposal guaranty of $55,000.00 in the form of a cashier's check, teller's check, or bid bond. Contractors are required to submit a satisfactory audited financial statement and experience questionnaire at least ten days prior to the letting date. The project is funded through federal-aid highway resources and requires compliance with Build America, Buy America Act (BABA) certification for all construction materials. There is a zero percent disadvantaged business enterprise (DBE) goal established for this contract. All contractors and subcontractors must use the E-Verify system to confirm employment eligibility and must comply with non-discrimination requirements, prevailing wage standards, and nondiscrimination certifications. Contractor questions may be submitted through the Letting Pre-Bid Q&A webpage or directed to the project engineer, Nick Novosad, P.E., with responses posted publicly for all bidders' reference.

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Text version

Control 0088-02-063, ETC Project F 2026(754) Highway US 59 County GOLIAD

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.

1-1

This page intentionally left blank.

Highway US 59 County GOLIAD

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Surfacing/Roadway Restoration

GOLIAD 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 78 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:

FIFTY FIVE THOUSAND AND 00/100 (Dollars) ( $55,000.00)

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 0088-02-063, ETC

Project F 2026(754)

Highway US 59

County GOLIAD

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 0088-02-063, ETC Project F 2026(754) Highway US 59 County GOLIAD

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

F 2026(754) Proposal Sheet

GOLIAD 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.

100 7002

PREPARING ROW

STA 50.000 1 DOLLARS

and CENTS

134 7004

BACKFILL (TY A OR B)

STA 50.000 2 DOLLARS

and CENTS

316 7209

AGGR (TY-PB, GR-3 OR 3S)(SAC-B)

CY 90.000 3 DOLLARS

and CENTS

316 7263

ASPH (MULTI OPTION)

GAL 28,105.000 4 DOLLARS

and CENTS

341 7050

D-GR HMA TY-D SAC-B PG70-22

TON 8,859.000 5 DOLLARS

and CENTS

342 7015

TACK COAT

GAL 6,445.000 6 DOLLARS

and CENTS

351 7004

FLEXIBLE PAVEMENT STRUCTURE REPAIR

(5")

SY 6,980.000 7 DOLLARS

and CENTS

354 7027

PLAN & TEXT CONC PAV(0" TO 2")

SY 80,295.000 8 DOLLARS

and CENTS

429 7009

CONC STR REPAIR (STANDARD)

SF 50.000 9 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 49.000 10 DOLLARS

and CENTS

450 7020

RAIL (TY T631)

LF 250.000 11 DOLLARS

and CENTS

480 7001

CLEAN EXIST CULVERTS

EA 14.000 12 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 13 DOLLARS

and CENTS

1-5

GOLIAD 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.

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 5.000 14 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 4.000 15 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 64.000 16 DOLLARS

and CENTS

505 7002

TMA (MOBILE OPERATION)

HR 56.000 17 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 14.000 18 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 460.000 19 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 460.000 20 DOLLARS

and CENTS

506 7044

BIODEG EROSN CONT LOGS (INSTL) (12")

LF 800.000 21 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 800.000 22 DOLLARS

and CENTS

530 7011

DRIVEWAYS (ACP) (TY 1)

SY 214.000 23 DOLLARS

and CENTS

533 7001

MILL RUMBLE STRIPS (ASPHALT) (SHLDR)

LF 10,472.000 24 DOLLARS

and CENTS

533 7002

MILL RUMBLE STRIPS (ASPH)

(CENTERLINE)

LF 3,720.000 25 DOLLARS

and CENTS

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 50.000 26 DOLLARS

2-5

GOLIAD 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.

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 8.000 27 DOLLARS

and CENTS

658 7014

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

EA 7.000 28 DOLLARS

and CENTS

658 7036

INSTL DEL ASSM (D-SY)SZ 1(BRF)GF2

EA 16.000 29 DOLLARS

and CENTS

662 7005

WK ZN PAV MRK NON-REMOV (W)6"(BRK)

LF 6,790.000 30 DOLLARS

and CENTS

662 7008

WK ZN PAV MRK NON-REMOV (W)6"(SLD)

LF 29,005.710 31 DOLLARS

and CENTS

662 7017

WK ZN PAV MRK NON-REMOV (W)24"(SLD)

LF 1,268.000 32 DOLLARS

and CENTS

662 7036

WK ZN PAV MRK NON-REMOV (Y)6"(BRK)

LF 6,790.000 33 DOLLARS

and CENTS

662 7038

WK ZN PAV MRK NON-REMOV (Y)6"(SLD)

LF 27,630.000 34 DOLLARS

and CENTS

662 7112

WK ZN PAV MRK SHT TERM (TAB)TY W

EA 697.000 35 DOLLARS

and CENTS

662 7113

WK ZN PAV MRK SHT TERM (TAB)TY Y

EA 1,361.000 36 DOLLARS

and CENTS

666 7172

RE PM TY II (W) 6" (BRK)

LF 6,878.570 37 DOLLARS

and CENTS

666 7175

RE PM TY II (W) 6" (SLD)

LF 28,884.290 38 DOLLARS

and CENTS

666 7184

RE PM TY II (W) 24" (SLD)

LF 655.000 39 DOLLARS

3-5

GOLIAD 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.

666 7213

RE PM TY II (Y) 6" (SLD)

LF 27,515.720 40 DOLLARS

and CENTS

666 7289

TY I HIGH PERF PM (W)6"(BRK)(090MIL)

LF 6,878.570 41 DOLLARS

and CENTS

666 7292

TY I HIGH PERF PM (W)6"(SLD)(090MIL)

LF 27,515.720 42 DOLLARS

and CENTS

666 7304

TY I HIGH PERF PM (Y)6"(SLD)(090MIL)

LF 27,515.720 43 DOLLARS

and CENTS

668 7012

PREFAB PM TY B (W)(6")(BRK)CONTRAST

LF 386.000 44 DOLLARS

and CENTS

668 7014

PREFAB PM TY B (W)(8")(SLD)

LF 318.000 45 DOLLARS

and CENTS

668 7022

PREFAB PM TY B (W)(24")(SLD)CONTRAST

LF 613.000 46 DOLLARS

and CENTS

668 7051

PREFAB PM TY B (Y)(6")(SLD)

LF 1,544.000 47 DOLLARS

and CENTS

668 7052

PREFAB PM TY B (Y)(6")(BRK)CONTRAST

LF 386.000 48 DOLLARS

and CENTS

668 7060

PREFAB PM TY B (W)(WORD)CONTRAST

EA 4.000 49 DOLLARS

and CENTS

668 7061

PREFAB PM TY B (W)(ARROW)CONTRAST

EA 6.000 50 DOLLARS

and CENTS

668 7089

PREFAB PM TY C (W)(24")(SLD)

LF 655.000 51 DOLLARS

and CENTS

668 7091

PREFAB PM TY C (W)(ARROW)

EA 39.000 52 DOLLARS

4-5

GOLIAD 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.

668 7103

PREFAB PM TY C (W)(WORD)

EA 6.000 53 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 410.000 54 DOLLARS

and CENTS

677 7001

ELIM EXT PM & MRKS (4")

LF 863.000 55 DOLLARS

and CENTS

677 7004

ELIM EXT PM & MRKS (8")

LF 612.000 56 DOLLARS

and CENTS

677 7008

ELIM EXT PM & MRKS (24")

LF 658.000 57 DOLLARS

and CENTS

677 7009

ELIM EXT PM & MRKS (ARROW)

EA 7.000 58 DOLLARS

and CENTS

677 7015

ELIM EXT PM & MRKS (WORD)

EA 5.000 59 DOLLARS

and CENTS

752 7001

TREE TRIMMING / BRUSH REMOVAL

MI 1.300 60 DOLLARS

and CENTS

764 7001

DRAIN INLET CLEANING

EA 40.000 61 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 F 2026(754)

Highway US 59 County GOLIAD

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:

LOPEZ, JOSEPH REY P.E.

April 14, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

157399

LOPEZ, JOSEPH REY

County: Goliad Control: 0088-02-063

Highway: US 59

General Notes

GENERAL NOTES:

Find, for your information and convenience, tools such as forms, software, materials, and various other information provided by the Department at https://www.txdot.gov/business.html. Please note that these tools are updated periodically and your attention is directed to the latest edition.

In the event of a called evacuation, emergencies, impending adverse weather or as directed, do not perform any work without written authorization. The District reserves the right to suspend all work in support of evacuations or emergencies occurring from other parts of the state. Any work performed, other than work directed by the Department, is unauthorized work in accordance with Item 5.

Sweep, clean and remove any construction waste, surplus materials or debris from the roadway and right of way at the end of each day unless otherwise approved. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

Asphalt application season will be established in accordance with Item 316.4.4 Adverse Weather Conditions or as directed by the Engineer.

Cut existing pavement using a saw or other approved method to ensure a neat transverse and/or longitudinal line to assure a smooth tie-in with new pavement. Cut to a minimum depth of the final lift thickness. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

Promptly pick up and properly dispose of paper and other materials used for pavement joints.

All pavement markings shall be in accordance with the latest edition of Texas MUTCD.

In an effort to control the broomrape plant, clean all soil moving equipment with high-pressure water at an approved site before removing the equipment from the project.

Contractor questions on this project are to be addressed to the following individual(s):

Nick Novosad, P.E. Nick.Novosad@txdot.gov

Contractor questions will be accepted through email, phone, and in person by the above individuals.

Questions may also be submitted via the Letting Pre-Bid Q&A web page. This webpage can be accessed from the Notice to Contractors dashboard located at the following Address:

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

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.

https://www.txdot.gov/business.html mailto:Nick.Novosad@txdot.gov https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors?%3Aembed=y&%3AisGuestRedirectFromVizportal=y

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.

ITEM 2

It is recommended that prospective bidders examine the specified work locations with the Engineer to view the nature of the work, the need for close coordination with the various utilities, traffic control considerations, and other factors influencing the prosecution of the work.

ITEM 5

Field verify all dimensions and notify Engineer prior to initiating any work

Verify the locations of utilities, underground or overhead, shown within the limits of the right-of-way. Adhere to OSHA Standards when working within the vicinity of overhead power lines.

Coordinate with the utility companies and notify the Engineer of any possible conflicts. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

The 811 call services for a utility location does not include TxDOT facilities. Provide notification to the District Traffic Signal Shop by email at CRP_Utility_Locate@txdot.gov or call 361-739-6044 when planning, drilling, or excavating in areas where existing TxDOT underground utilities exist. Visual evidence of TxDOT underground utilities in the area include illumination poles, ground boxes, flashing beacons, traffic signals, etc. This notification must be provided 48 hours in advance of performing the work, but no earlier than 72 business hours before the work will commence. Drilled shaft locations or excavation areas must be staked prior to the notification so that the underground utilities can be located in relationship to the proposed work.

mailto:CRP_Utility_Locate@txdot.gov

General Notes

Notify the Engineer immediately of utility conflicts in accordance with Item 5.6. Refer to Item

4.5 for consideration of differing site conditions.

The responsibility for the construction surveying on this contract will be in accordance with Item 5.9.3, “Method C”.

Establish and mark the location of existing standard pavement markings including but not limited to edge lines, transitions, passing and no passing zones, gore areas, etc.

When a precast or cast-in-place concrete element is included in the plans, a precast concrete alternate may be submitted in accordance with “Standard Operating Procedure for Alternate Precast Proposal Submission” found online at https://www.txdot.gov/inside-txdot/forms-publications/consultants-contractors/publications/bridge.html#design. Acceptance or denial of an alternate is at the sole discretion of the Engineer. Impacts to the project schedule and any additional costs resulting from the use of alternates are the sole responsibility of the Contractor.

ITEM 6

Inspection at Precast Concrete Fabrication Plants is as follows: TxDOT's Materials and Pavements Section will inspect any precast units at commercial fabrication yards and staging areas. The Area Engineer will inspect all other precast units.

For Department-furnished material, contact the Engineer or his designated representative to request material a minimum of one workday prior to pick up. Load material with contract personnel. Materials are to be stored in a safe location outside TXDOT property or right-of-way, {unless otherwise approved.} Use material furnished by the Department only on the project(s) intended. Return any unused material as soon as possible.

To comply with the latest provisions of Build America, Buy America Act (BABA Act) of the Bipartisan Infrastructure Law, the contractor must submit an original of the TxDOT Construction Material Buy America Certification Form for all items classified as construction materials. This form is not required for materials classified as a manufactured product.

Refer to the Buy America Material Classification Sheet for clarification on material categorization.

ITEM 7

https://www.txdot.gov/inside-txdot/forms-publications/consultants-contractors/publications/bridge.html#design.

https://www.txdot.gov/inside-txdot/forms-publications/consultants-contractors/publications/bridge.html#design.

https://www.txdot.gov/business/resources/materials/buy-america-material-classification-sheet.html https://www.txdot.gov/business/resources/materials/buy-america-material-classification-sheet.html

General Notes

The work performed for Item 7.2.4, “Public Safety and Convenience” will not be measured or paid for directly, but will be subsidiary to pertinent Items.

When working at street, farm-to-market, state highway, and county road intersections, schedule work to minimize intersection closures. During nonworking hours, all public road intersections will be open to the traveling public.

The total disturbed area for this project is 0 acres. The disturbed area in this project, all project locations in the Contract, and Contractor project specific locations (PSLs), within 1 mile of the project limits, for the Contract will further establish the authorization requirements for storm water discharges. The Department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown on the plans. The Contractor is to obtain any required authorization from the TCEQ for any Contractor PSLs for construction support activities on or off ROW. When the total area disturbed for all projects in the Contract and PSLs within 1 mile of the project limits exceeds 5 acres, provide a copy of the Contractor NOI for PSLs on the ROW to the Engineer.

Establish uniform perennial vegetative coverage with a density of at least 70% of the native background vegetative cover to achieve final stabilization.

Comply with the Texas Aggregate Quarry and Pit Safety Act for waste areas or material source areas resulting from this project.

No significant traffic generator events identified.

Law Enforcement Notes (to be used with force account item):

Submit charge summary and invoices for Law Enforcement Personnel using the Department forms.

General Notes

Patrol vehicles must be clearly marked to correspond with the officer’s agency and equipped with appropriate lights to identify them as law enforcement. For patrol vehicles not owned by a law enforcement agency, markings will be retroreflective and legible from 100 ft. from both sides and the rear of the vehicle. Lights will be high intensity and visible from all angles.

No payment will be made for law enforcement personnel needed for moving equipment or payment for drive time to/from the event site.

If the Contractor has a field office, provide an office location for a supervisory officer when event requires a supervising officer. This work is subsidiary.

A maximum combined rate of $70 per hour for the law enforcement personnel and the patrol vehicle will be allowed. Any scheduling fee is subsidiary per Standard Specification 502.4.2.

Cancel law enforcement personnel when the event is canceled. Cancellation, minimums or “show up” fees will not be paid when cancellation is made 12 hours prior to beginning of the event. Failure to cancel within 12 hours will not be cause for payment for cancellation, minimums, or "show up" time. Payment of actual “show up” time to the event site due to cancellation will be on a case by case basis at a maximum of 2 hours per officer.

Alterations to the cancellation and maximum rate must be approved by the Engineer or pre-determined by official policy of the officers governing authority.

ITEM 8

Prepare the progress schedule using the Critical Path Method (CPM). Submit (2) two 11” x 17” hard copies and an electronic file of the original or updated progress schedule. Submit the original progress schedule seven (7) days before the Preconstruction Conference.

Asphalt application season will be considered to be May 1 to Sept 30, except as established in Item 316.4.4 Adverse Weather Conditions or as directed by the Engineer.

Submit an updated progress schedule as directed to show proposed major changes, changes affecting compliance with the contract requirements, or changes affecting the critical path/controlling item of work.

Working days will be computed and charge in accordance with Article 8.3.1.4, “Standard Workweek”.

Work above traffic is not allowed.

Lane closures are not permitted Monday through Friday between 5:00 PM and 9:00 AM unless approved by the Area Engineer.

Nighttime work is allowable.

Notify the Engineer at least 48 hours in advance of weekend or nighttime work.

ITEM 9

Monthly progress payments will be made for items of work completed by the 28th day of each month. Any work completed after the 28th will be included for payment in the subsequent monthly progress estimate.

Submit signed request for compensation of material-on-hand (MOH), including any requests from subcontractors, suppliers, or fabricators for MOH, at least two (2) working days prior to the end of the month on the Departments approved forms.

ITEM 100

Coordinate all right of way preparation activities with the project’s Storm Water Pollution Prevention Plan (SWP3) and Environmental Permit Issues, and Commitments Sheet (EPIC) or as approved.

Prune trees and shrubs as directed. Use accepted pruning practices in accordance with Item 192 and as defined by the National Arborist Association. The work performed will not be measured or paid for directly but will be subsidiary to pertinent Items.

ITEM 134

Use backfill material with a plasticity index (PI) ranging from 10 to 40. Notify the Engineer of the proposed material sources and of changes to material sources. The Engineer may sample and test project materials at any time before compaction throughout the duration of the project to assure specification compliance.

If Contractor elects to use R.A.P. material for backfill pavement edges, the R.A.P. material must pass a 2” sieve. All material not passing sieve will be removed and disposed of properly. This shall be considered subsidiary to Item 134.

Windrow the existing topsoil and grass along the edge of the grading operations or as directed.

After grading operations are completed, spread the topsoil and grass uniformly on all slopes and ditch lines. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

Manipulate and compact backfill material in accordance with Item 132.3.4.1, “Ordinary Compaction”. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

Apply SS-1 at a rate of application of 0.15 gallon per square yard. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

ITEM 164

Restore and seed areas not shown in the plans disturbed by the Contractor’s operations. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

Notify the Engineer of the unavailability of any seed mix. Make changes to the seed mix as approved.

Use a tacking agent of 50% SS-1 and 50% water and apply the agent at a rate of 0.10 gal/sy or as directed. A biodegradable tacking agent may be used in lieu of the SS-1 tacking agent in accordance with the manufacturer’s recommendations when approved. The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

ITEM 341

The use Recycled Asphalt Shingles (RAS) will not be allowed on surface mixtures.

Provide aggregates with a minimum surface aggregate classification (SAC) of “B” unless otherwise shown. SAC requirements apply to aggregates used on all final roadway surfaces, including shoulders.

Use a cut-off chute when placing hot-mix asphalt on narrow width locations unless approved.

Construct longitudinal joints with a joint maker providing a maximum one (1) inch vertical edge (1/2 inch desirable) with an adjacent 6:1 taper. Backfill edges within the same day.

Unless otherwise approved by the Engineer, a non-tracking tack coat will be placed on all lifts in accordance to 341.4.7.2 Tack Coat.

Provide the testing lab samples to calibrate the ignition oven no later than five (5) working days prior to mix design verification.

Unfractionated RAP will not be allowed in either surface or non-surface mixtures.

Obtain the current version of the templates at http://www.txdot.gov/inside-txdot/forms-publications/consultants-contractors/forms/site-manager.html. Submit electronically to the Engineer.

Place HMA utilizing an automatic, dual longitudinal-grade control system and automatic transverse-grade control system as specified under Item 320, unless otherwise approved by the Engineer.

Contractor shall temporarily cover all inlets during the milling and paving operations. Inlets shall be uncovered when milling and paving operations are complete. This shall be subsidiary to Item 340 and not paid for directly.

Design the mixture using a Superpave Gyratory Compactor (SGC).

ITEM 351

Use of motor grader will not be permitted unless approved.

Saw cut and remove the full depth of pavement repair at all transverse joints.

ITEM 354

Reclaimable asphalt material (RAP) may be retained only if incorporated into the project.

Incorporate the RAP into the pavement mix design, into the backfill for pavement edges, into temporary structures, or as approved. Any excess RAP will be stockpiled at the yard location on US 183 at Manahuilla St. or another location as designated by the Engineer. At end of the project, any remaining RAP will remain property of TxDOT.

ITEM 421

The Engineer will provide strength-testing equipment for acceptance testing.

Furnish test molds for cylindrical concrete specimens measuring four (4") inches in diameter by eight (8") inches in length.

ITEM 500

"Materials on Hand" payments are not considered when determining partial payments.

ITEM 502

Furnish additional barricades, signs, and traffic handling as directed. The work performed will not be measured or paid for directly but will be subsidiary to pertinent Items.

Traffic control for daytime lane closures shall be in accordance with applicable standards.

Traffic control shall include temporary rumble strips in accordance with WZ (RS)-22.

When advanced warning flashing arrow panels are specified, furnish one (1) standby unit in good condition at the job site for immediate use.

Attach stop/slow paddle to a staff with a minimum length of 6 feet to the bottom of the sign.

The use of a pilot vehicle in conjunction with flaggers will be permitted. If used, provide positive and unrestricted communication between the driver of the pilot vehicle and the flaggers.

The work performed will not be measured or paid for directly, but will be subsidiary to pertinent Items.

Contractors attention is directed to a construction speed zone, signage is subsidiary to Item 502.

The Contractor Force Account “Safety Contingency” that has been established for this project is intended to be utilized for work zone enhancements, to improve the effectiveness of the Traffic Control Plan, that could not be foreseen in the project planning and design stage. These enhancements will be mutually agreed upon by the Engineer and the Contractor’s Responsible Person 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.

All items marked as optional on all traffic control standards shall be required unless otherwise approved by an Engineer.

Trail vehicle shall be required on all mobile traffic control operations.

ITEM 503

Furnish the portable changeable message signs displaying the correct message at least seven (7) days prior to beginning work or as directed.

The Contractor's Responsible Person (CRP) will maintain full control of messages at all times.

The Engineer will provide the sign message text to use at each sign.

Provide cellular phone connection.

A minimum of _4_ PCMS will be required. However, additional units may be necessary depending on the work in progress.

Standby time will not be measured or paid for directly, but will be subsidiary to pertinent Items.

Portable changeable message signs may be moved, and message changed at any time as deemed necessary by the Engineer. This will be considered subsidiary to Item 503.

Portable changeable message signs paid by the each apply to the full contract, regardless of the sub CSJs.

ITEM 504

No field office will be required for this project.

ITEM 505

A minimum of 2 TMAS will be required. However, additional units may be necessary depending on the work in progress.

Provide manufacturer’s curb weight or certified scales weight ticket to the Engineer for approval.

ITEM 506

Designate in writing a Contractor Responsible Person (CRP) for implementing, maintaining, and reviewing environmental requirements.

The Storm Water Pollution Prevention Plan (SWP3) consists of temporary erosion control measures needed and provided for under this Item. The disturbed area is less than one acre and use of erosion control measures is not anticipated. If physical conditions encountered at the job site require necessary controls, BMP installation, maintenance, and removal will be paid as extra work on a force account basis per Articles 4.4 and 9.7.

ITEM 530

If conditions warrant, driveway locations, widths, or lengths may be adjusted as directed

ITEM 533

Construct shoulder texturing at a distance of 6 inches from the edgeline in accordance to RS(1)- 23 Option 4.

ITEM 540

Complete each location during the working day. No exposed bridge rail or guard fence ends will be permitted at the end of the working day or unattended during the working day.

Mixing of wood post types and shapes will not be permitted at the same location.

Type II Galvanization coatings will be used.

ITEM 585

Use Surface Test Type B and Pay Adjustment Schedule 3 to evaluate ride quality of the travel lanes in accordance with Item 585, "Ride Quality for Pavement Surfaces."

ITEM 662

Use temporary flexible-reflective roadway marker tabs at the beginning and end of no passing zones as shown on the TCP (7-1)-13 for seal coats and WZ(STPM)-23 for hot mix overlays.

ITEM 666

Establish and mark the location of existing standard pavement markings including but not limited to edge lines, transitions, passing and no passing zones, gore areas, etc.

ITEM 677

Eliminate all conflicting pavement markings as work progresses or as directed

Removal method must be approved by the Engineer.

No Surface Treatment Method on concrete surfaces.

When using Surface Treatment Method for asphaltic pavements, use a PB Grade 5 aggregate at an application rate of 1 cy/130 sy and asphalt AC-10, CRS-2 or HFRS-2 at an application rate of

0.39 Gal/sy.

SPECIFICATION DATA

UNIT WEIGHT ESTIMATES

ITEM 341 – 2” D-GR HMA TY-D SAC-B PG70-22 ------------------------------------220 LBS/SY ITEM 342 – TACK COAT------------------------------------------------------------------0.08 GAL/SY

Control : 0088-02-063, ETC Project : F 2026(754)

GOLIAD

US 59Highway :

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:

PREPARING RIGHT OF WAY(103) (752) ITEM 100

BACKFILLING PAVEMENT EDGES(162) (166) (168) (300) (314) ITEM 134

SEAL COAT(210) (300) (302) (341) (520) ITEM 316

DENSE-GRADED HOT-MIX ASPHALT(300) (301) (320) (520) (585) ITEM 341

PERMEABLE FRICTION COURSE(300) (301) (320) (504) (520) (585) ITEM 342

FLEXIBLE PAVEMENT STRUCTURE REPAIR(132) (204) (247) (260) (275) (276)

(292) (310) (316) (330) (334) (341)

ITEM 351

PLANING AND TEXTURING PAVEMENTITEM 354

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

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

RAILING(420) (421) (422) (424) (440) (441) (442) (445) (446) (448) (540) ITEM 450

CLEANING EXISTING CULVERTSITEM 480

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

TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS

(161) (432) (556)

ITEM 506

INTERSECTIONS, DRIVEWAYS, AND TURNOUTS(247) (260) (275) (276) (292)

(316) (330) (334) (341) (360) (421) (440)

ITEM 530

RUMBLE STRIPS(300) (320) (330) (334) (341) (350) ITEM 533

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

GUARDRAIL END TREATMENTSITEM 544

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

PREFABRICATED PAVEMENT MARKINGS AND RUMBLE STRIPS(678) ITEM 668

RAISED PAVEMENT MARKERS(677) (678) ITEM 672

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

(315) (316)

ITEM 677

TREE AND BRUSH REMOVALITEM 752

PUMP STATIONS AND DRAINAGE SYSTEM CLEANINGITEM 764

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 :

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

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

002)

SPECIAL PROVISION

"STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY

CONSTRUCTION CONTRACT SPECIFICATIONS" (000---003)

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

"NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYEMENT OPPORTUNITY (EXECUTIVE ORDER

11246)" (000---020)

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

(247---001) SPECIAL PROVISION TO ITEM 247

(260---001) SPECIAL PROVISION TO ITEM 260

(275---001) SPECIAL PROVISION TO ITEM 275

(292---001) SPECIAL PROVISION TO ITEM 292

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

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

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

FHWA 1273)

WAGE RATES

2-2

Highway US 59 County GOLIAD

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…

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