Control 0315-03-070 Project F 2026(081) Highway SH 90 County GRIMES

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 SH 90 County GRIMES

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Install Left and Right Turn Lanes

GRIMES 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 67 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:

TWENTY FIVE THOUSAND AND 00/100 (Dollars) ( $25,000.00)

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 0315-03-070

Project F 2026(081)

Highway SH 90

County GRIMES

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 0315-03-070 Project F 2026(081) Highway SH 90 County GRIMES

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(081) Proposal Sheet

GRIMES 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.

105 7014

RMV (14"-18") TRT/UNTRT BASE & ASPH PAV

SY 508.000 1 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 1,555.000 2 DOLLARS

and CENTS

132 7006

EMBANK (FNL)(DC)(TY C)

CY 1,550.000 3 DOLLARS

and CENTS

134 7001

BACKFILL (TY A)

STA 27.500 4 DOLLARS

and CENTS

160 7002

FURN & PLACE TOPSOIL (4")

SY 7,781.000 5 DOLLARS

and CENTS

164 7001

BROADCAST SEED (PERM_RURAL_SAND)

SY 7,781.000 6 DOLLARS

and CENTS

164 7005

BROADCAST SEED (TEMP_WARM)

SY 3,890.000 7 DOLLARS

and CENTS

164 7006

BROADCAST SEED (TEMP_COOL)

SY 3,890.000 8 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 77.000 9 DOLLARS

and CENTS

169 7043

SOIL RETENTION BLANKETS (CL 1) (TY B)

SY 472.000 10 DOLLARS

and CENTS

247 7353

FL BS (CMP IN PLC)(TY A GR 1-2) (14")

SY 3,774.000 11 DOLLARS

and CENTS

260 7001

LIME (COM OR QK)(SLURRY) OR QK(DRY)

TON 12.000 12 DOLLARS

and CENTS

260 7020

LIME TRT (SUBGRADE) (8")

SY 1,053.000 13 DOLLARS

and CENTS

1-6

GRIMES 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.

275 7001

CEMENT

TON 52.000 14 DOLLARS

and CENTS

275 7018

CEMENT TRT (SUBGRADE) (8")

SY 4,553.000 15 DOLLARS

and CENTS

314 7004

EMULS ASPH (BS OR SUBGR TRT)(CSS-1H)

GAL 755.000 16 DOLLARS

and CENTS

344 7001

SP MIXES SP-B PG64-22

TON 831.000 17 DOLLARS

and CENTS

344 7020

SP MIXES SP-C SAC-A PG70-22

TON 1,863.000 18 DOLLARS

and CENTS

344 7077

TACK COAT

GAL 2,072.000 19 DOLLARS

and CENTS

354 7002

PLANE & TEXT ASPH CONC PAV(0" TO 2")

SY 1,956.000 20 DOLLARS

and CENTS

354 7004

PLANE & TEXT ASPH CONC PAV(0" TO 4")

SY 503.000 21 DOLLARS

and CENTS

403 7001

TEMPORARY SPL SHORING

SF 875.000 22 DOLLARS

and CENTS

416 7040

DRILL SHAFT (RDWY ILL POLE) (30 IN)

LF 24.000 23 DOLLARS

and CENTS

432 7007

RIPRAP (CONC) (CL B) (4 IN)

CY 1.000 24 DOLLARS

and CENTS

432 7039

RIPRAP (STONE COMMON)(GROUT)(18 IN)

CY 11.000 25 DOLLARS

and CENTS

432 7045

RIPRAP (STONE PROTECTION)(24 IN)

CY 28.000 26 DOLLARS

2-6

GRIMES 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.

462 7033

CONC BOX CULV (10 FT X 5 FT)

LF 13.000 27 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 96.000 28 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 48.000 29 DOLLARS

and CENTS

466 7177

WINGWALL (PW - 1) (HW=7 FT)

EA 1.000 30 DOLLARS

and CENTS

466 7181

WINGWALL (PW - 1) (HW=11 FT)

EA 1.000 31 DOLLARS

and CENTS

467 7308

SET (TY II) (18 IN) (RCP) (6: 1) (P)

EA 6.000 32 DOLLARS

and CENTS

467 7328

SET (TY II) (24 IN) (RCP) (6: 1) (P)

EA 2.000 33 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 6.000 34 DOLLARS

and CENTS

496 7006

REMOV STR (HEADWALL)

EA 2.000 35 DOLLARS

and CENTS

496 7037

REMOV STR (PIPE)

EA 4.000 36 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 37 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 5.000 38 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 3.000 39 DOLLARS

3-6

GRIMES 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.

505 7001

TMA (STATIONARY)

DAY 65.000 40 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 2.000 41 DOLLARS

and CENTS

506 7002

ROCK FILTER DAMS (INSTALL) (TY 2)

LF 260.000 42 DOLLARS

and CENTS

506 7003

ROCK FILTER DAMS (INSTALL) (TY 3)

LF 20.000 43 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 280.000 44 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 1,250.000 45 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 1,250.000 46 DOLLARS

and CENTS

530 7002

INTERSECTIONS (ACP)

SY 195.000 47 DOLLARS

and CENTS

530 7016

DRIVEWAYS (SURF TREAT)

SY 563.000 48 DOLLARS

and CENTS

533 7001

MILL RUMBLE STRIPS (ASPHALT) (SHLDR)

LF 5,395.000 49 DOLLARS

and CENTS

533 7002

MILL RUMBLE STRIPS (ASPH)

(CENTERLINE)

LF 4,024.000 50 DOLLARS

and CENTS

560 7008

MAILBOX INSTALL-S (TWW-POST) TY 4

EA 4.000 51 DOLLARS

and CENTS

610 7124

IN RD IL (TY SA) 40T-8 (250W EQ) LED

EA 3.000 52 DOLLARS

4-6

GRIMES 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.

618 7030

CONDT (PVC) (SCH 40) (2")

LF 205.000 53 DOLLARS

and CENTS

618 7031

CONDT (PVC) (SCH 40) (2") (BORE)

LF 210.000 54 DOLLARS

and CENTS

620 7008

ELEC CONDR (NO.8) INSULATED

LF 1,245.000 55 DOLLARS

and CENTS

624 7008

GROUND BOX TY D (162922)W/APRON

EA 4.000 56 DOLLARS

and CENTS

628 7191

ELC SRV TY D 120/240 070(NS)SS(E)SP(O)

EA 1.000 57 DOLLARS

and CENTS

636 7001

ALUMINUM SIGNS (TY A)

SF 39.000 58 DOLLARS

and CENTS

644 7001

IN SM RD SN SUP&AM TY10BWG(1)SA(P)

EA 10.000 59 DOLLARS

and CENTS

644 7031

IN SM RD SN SUP&AM TYS80(1)SA(U)

EA 1.000 60 DOLLARS

and CENTS

644 7035

IN SM RD SN SUP&AM TYS80(1)SA(U-WC)

EA 2.000 61 DOLLARS

and CENTS

644 7073

REMOVE SM RD SN SUP&AM

EA 13.000 62 DOLLARS

and CENTS

658 7058

INSTL OM ASSM (OM-2Z)(WFLX)GND

EA 2.000 63 DOLLARS

and CENTS

658 7078

REMOVE DELIN & OBJECT MARKER ASSMS

EA 2.000 64 DOLLARS

and CENTS

658 7318

INSTL OM SM RD SIGN (1-OM-PW)R

EA 1.000 65 DOLLARS

5-6

GRIMES 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.

662 7017

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

LF 20.000 66 DOLLARS

and CENTS

662 7113

WK ZN PAV MRK SHT TERM (TAB)TY Y

EA 298.000 67 DOLLARS

and CENTS

666 7015

REFL PAV MRK TY I (W)8"(BRK)(100MIL)

LF 250.000 68 DOLLARS

and CENTS

666 7024

REFL PAV MRK TY I (W)8"(SLD)(100MIL)

LF 1,356.000 69 DOLLARS

and CENTS

666 7036

REFL PAV MRK TY I (W)24"(SLD)(100MIL)

LF 20.000 70 DOLLARS

and CENTS

666 7411

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

LF 4,390.000 71 DOLLARS

and CENTS

666 7423

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

LF 3,663.000 72 DOLLARS

and CENTS

668 7091

PREFAB PM TY C (W)(ARROW)

EA 4.000 73 DOLLARS

and CENTS

668 7103

PREFAB PM TY C (W)(WORD)

EA 4.000 74 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 73.000 75 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 408.000 76 DOLLARS

and CENTS

682 7003

VEH SIG SEC (12")LED(YEL)

EA 6.000 77 DOLLARS

and CENTS

685 7004

INSTL RDSD FLSH BCN ASSM (SOLAR

PWRD)

EA 3.000 78 DOLLARS

6-6

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(081)

Highway SH 90 County GRIMES

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:

Jorge Vasquez Jr. P.E.

March 30, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

150847

Jorge Vasquez Jr.

Sheet: 6 Highway: SH 90 Control: 0315-03-070 County: Grimes

2026 General Notes Sheet A

General Notes

B A S I S O F E S T I M A T E

ITEM DESCRIPTION COURSE RATE AMOUNT QUANTITY

168 Vegetative Watering

0.010

TGL/SY 7,781 SY 78 TGL

275 Cement@3% 0.01125

TON/SY 4,553 SY 52 TON

EMULS ASPH (BS

or SUBGR

TRT)(SCC-1H)(2”)

Prime 0.20

GAL/SY 3,774 SY 755 GAL

344 Tack Coat Tack 0.10

GAL/SY

20,702

SY 2,0702 GAL

344 SP-B PG64-22(4”) Intermedi ate

LB/SY 3,774 SY 831 TONS

344 SP-C PG70-22 SAC

A(2”) Surface 220

LB/SY

16,929

SY 1,864 TONS

B A S I S O F E S T I M A T E

* for contractor's information only

ITEM DESCRIPTION COURSE RATE AMOUNT QUANTITY

166* FERTILIZER ** 60 LB/AC 2 AC 120 TON

530* Asphalt (R-25) 0.25

GAL/SY 563 SY 141 GAL

530* AGGREGATE

(TY-B GR-5 OR

1 CY/125

SY 563 SY 5 CY

Sheet: 6

County: Grimes

2026 General Notes Sheet B

TY-L GR-5)TY-PL

GR-4 SAC-A)

Note: Rates are for estimating purposes only. Actual Rates will be determined in the field.

** Tonnage represents Nitrogen content only.

GENERAL

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

James Robbins, P.E., A.E., James.Robbins@txdot.gov Bennett Shepherd, P.E., A.A.E., John.Shepherd@txdot.gov

Questions may 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.

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.

Send eligible shop plan submittals with PDF attachments directly to the reviewing office. If the shop drawings match a MTD currently approved set of shop drawings, submit that statement in writing with the submittal.

Sheet: 6A

County: Grimes

2026 General Notes Sheet C

ITEM 5 “CONTROL OF THE WORK”

Prior to letting, earthwork construction cross-section data is available at the Design office in the Bryan District Headquarters for inspection by prospective bidders.

Earthwork files will be provided through the Letting Pre-Bid Q&A website when requested.

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors These cross-sections are for non-construction purposes only, and it is the responsibility of the prospective bidder to validate the data for this project.

A precast concrete alternate may be submitted in accordance with the latest version of the Bridge Design Manual – LRFD. The Contractor must submit the alternate design for review and approval. Acceptance or denial of an alternate is at the sole discretion of the Engineer. All alternate designs must be signed and sealed by a Professional Engineer. Impacts to the project schedule and any additional costs resulting from the use of alternates are the sole responsibility of the Contractor.

After award of the contract, when requested, TxDOT will provide CADD files to the selected Contractor. The recipient acknowledges that the electronic files may not contain all the information and may differ from the Bid Documents or Contract Documents for the construction of the Project.

Electronic files are provided for information only and the TxDOT Bryan District shall not be responsible for differences between Electronic Files, the Bid Documents, and Contract Documents. The CADD files provided are a graphical representation of the project; the CADD data may not be 100% accurate and should not be used for dimensional control, shop drawings, or any other similar purpose. Any electronic files provided are strictly for the use of the Recipient in regard to the Project named above and shall not be used for any other purpose or provided by the Recipient to any other entity.

ITEM 7 “LEGAL RELATIONS AND RESPONSIBILITIES”

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 the limits of the project. Clean the

Sheet: 6A

County: Grimes

2026 General Notes Sheet D right of way to such a condition that allows the mowing contractors to safely mow.

In accordance with Item 7.2.5, Contractor equipment equipped with blue warning lights shall be wired so that operation of blue lights is independent of any other lights.

Whenever bridge construction or milling / paving operations reduces the under clearance of a roadway at a bridge underpass, the Contractor shall be required to inform the Engineer a minimum of 2 weeks prior to these operations by email with the specific bridge information including the presumed minimum clearance under the bridge when hanging beams (minus the standard 3 inch buffer), the date(s) which beams are to be hung, the direction(s) of the roadway(s) affected, and the mile point of the bridge where work is being performed. When milling / paving operations increase the elevation of the under passing roadway, the Contractor shall inform the Engineer office a minimum of 7 days prior to performing milling / paving operations.

Contractor shall confirm that the Engineer is made aware, by a minimum of 14 calendar days of any traffic shift or construction activity that would affect travel minimum travel width / height, minimum under clearance requirements, maximum turning length, or maximum weight limits pertaining to Oversized / Overweight (OSOW) transports. Should the Engineer determine that the Contractor's activities requires an OSOW permit restriction, the Contractor is responsible for assuring the permit restriction is accurate and active a minimum of 10 calendar days prior to enacting the traffic shift / activity. Failure to affirm the establishment and accuracy of a required OSOW permit restriction will result in Liquidated Damages until the TCP is removed.

In the event of the declaration of a hurricane watch, warning, other severe weather warning or national or state emergency that requires the roadways in the vicinity 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.

Sheet: 6B

County: Grimes

2026 General Notes Sheet E

The following roadways are recognized hurricane evacuation routes in the Bryan District:

Primary Evacuation Routes: IH 45, US 77 (S of US 79), US 84 (E of IH 45), US 79, US 287, US 290, SH 6.

Secondary Evacuation Routes: US 190 (E of IH 45), SH 7, SH 21, SH 30 (SH 6 to IH 45), SH 36, SH 105 (E of SH 6).

Other routes may be designated.

No significant traffic generator events identified.

ITEM 8 “PROSECUTION AND PROGRESS”

No more than 2 miles of non-surfaced roadway will be allowed at any time.

The Engineer may consider extending the 2-mile limit or allow alternating 2-mile sections of concurrent work, only if the Contractor can demonstrate adequate workforce, equipment, material deliveries, work plan, and quality of work sufficient to handle the longer work zones. If the 2 miles of non-surfaced roadway are extended by the Engineer in writing, this will not exempt the Contractor from not exceeding the 5-minute delay and any additional signing/traffic control will be considered subsidiary to Item 502, Barricades, Signs, and Traffic Handling. If, in the opinion of the Engineer, the Contractor fails to adequately progress or protect the work, or minimize disruption to traffic, the 2-mile limit may be reduced, as directed. There will be no additional compensation to the Contractor for the non-surfaced roadway limit being reduced.

At the end of each workday, remove all grade differentials transverse to centerline. See TREATMENT FOR VARIOUS EDGE CONDITIONS sheet for details.

At the end of each workday, provide 100 foot minimum grade tapers longitudinal to the centerline to transition differences in the profile grade line or roadway grade.

By noon of each Wednesday, provide the Engineer a written outline of the daily work schedule for the following week. Include in the outline the times

Sheet: 6B

County: Grimes

2026 General Notes Sheet F and places for proposed traffic control changes, lane and shoulder closures, and moving operations or other operations that affect traffic on the roadway.

Unless otherwise authorized by the Engineer, prosecute the work on this project as narrated in the TCP Sequence of Work.

Some of these operations may be performed simultaneously.

Prepare Progress Schedule Bar Chart

Work in the travel lanes (including lane closures) is not allowed 7:00 AM to 8:30 AM Monday through Friday, unless approved by the Engineer.

The 90-day convenience delayed start allowed after authorization under SP008-005 is for Contractor time for material acquisition.

ITEM 132 “EMBANKMENT”

Provide Embankment material for areas within the limits of the Pavement Structure that meet one of the following requirements:

• Sources outside the ROW provide material with a plasticity index between 10 and 25 and with less than 30% silt.

• Sources within the ROW provide material with a plasticity index between 10 and 25 and with less than 30% silt.

Provide Embankment material for areas outside the limits of the Pavement Structure with a plasticity index between 10 and 35.

Sheet: 6C

County: Grimes

2026 General Notes Sheet G

ITEM 134 “BACKFILLING PAVEMENT EDGES”

Furnish Type A or B material meeting one of the following requirements:

Item 247, Type D Grade 3;

Reclaimed Asphalt Pavement (RAP) with 95% of the RAP passing the 2 inch sieve.

Place emulsified asphalt (SS-1, CSS-1, or as approved by the Engineer) at an application rate of 0.15 gal/SY.

ITEM 150 “BLADING”

Use blading to remove sod which has encroached on top of existing pavement edges. The lines and dimensions will be determined in the field and approved by the Engineer.

ITEM 160 “TOPSOIL”

All slopes requiring topsoil will be tracked immediately upon final grading to prevent erosion per standard sheet EC (1)-16. Tracking slopes to prevent erosion will not be measured or paid for directly but will be subsidiary to pertinent Items.

ITEM 166 “FERTILIZER”

Fertilize all areas of project that are being seeded or sodded.

ITEM 168 “VEGETATIVE WATERING”

Vegetative watering is required for all areas of the project that are being seeded or sodded.

Sheet: 6C

County: Grimes

2026 General Notes Sheet H

ITEM 169 “SOIL RETENTION BLANKETS”

Only soil retention blankets with the product classification of being wildlife friendly are allowed.

The longevity of the soil retention blankets needs to meet the following:

• Ultra Short Term (Up to 3 months)

ITEM 247 “FLEXIBLE BASE”

Place flexible base in equal lifts of 4 to 8 in. in depth unless otherwise authorized by the Engineer in writing.

Any flex base tapers shown in the plans will be subsidiary to the payment of the flex base.

ITEM 260 “LIME TREATMENT (ROAD MIXED)”

Although lime treatment is anticipated, 25% of the material treatment is included as cement treatment as a contingency for possible variable subgrade PI.

ITEM 314 “EMULSIFIED ASPHALT TREATMENT”

Furnish 50% emulsified asphalt in the total volume of emulsified asphalt and water mixture. Work the emulsified asphalt and water mixture in the top 2 inches of the flex base course. Apply the mixture at the rate as directed..

ITEM 301 “ASPHALT ANTISTRIPPING AGENTS”

When the Contractor adds lime as an anti-stripping agent (or an equivalent anti-stripping agent) the lime or equivalent shall be added to the asphaltic concrete in the methods specified in this item unless otherwise approved by the Engineer. If an alternate method is proposed, the Engineer’s approval will be based on test method Tex-242-F performed on the asphaltic concrete produced through the plant.

Sheet: 6D

County: Grimes

2026 General Notes Sheet I

ITEM 320 “EQUIPMENT FOR ASPHALT CONCRETE

PAVEMENT”

Unless otherwise approved by the Engineer, provide a Material Transfer Device with remixing capabilities as specified in Item 320.2 Placement and Compaction Equipment for all asphaltic concrete pavement.

ITEM 344 “SUPERPAVE MIXTURES”

Aggregates used on ramps are required to meet SAC requirements.

Hydrated lime, commercial lime slurry or an equivalent anti-stripping agent may be used. If hydrated lime or commercial lime slurry is used up to 1.0 percent may be added. If an equivalent anti-stripping agent is used, add according to manufacturer’s recommendations. Provide hydrated lime or commercial lime slurry in accordance with DMS-6350, “Lime and Lime Slurry”. Add hydrated lime, commercial lime slurry, or an equivalent anti-stripping agent in accordance with Section 301.4.2.

Apply tack coat through a distributor spray bar in accordance with Section

316.3.1. Distributor. If residual from emulsion tack is not tacky, then the Engineer can require the use of PG binder.

RAS is not permitted.

ITEM 416 “DRILLED SHAFT FOUNDATIONS”

For locations without curb, the Contractor shall place roadway illumination pole foundations a minimum of 16 feet away from the edge of the through lane and no more than 26 feet away, unless approved by the Engineer. For locations with curb, the Contractor shall place roadway illumination pole foundations a minimum of 6 feet away from the front of curb and no more than 26 feet away, unless approved by the Engineer. In areas with open ditch drainage, the foundation locations shall be at least 4 feet lateral offset from the bottom of the flow line of drainage, unless approved by the Engineer to be placed in a concrete flume. Measurements shall be taken from the front of the foundation to the point of reference (i.e. face of curb, Sheet: 6D

County: Grimes

2026 General Notes Sheet J edge of adjacent through lane, flow line). Location shall be far enough away from overhead structures, such as bridges, to ensure the light is not occluded. Location shall not place any part of the illumination pole, arm, or head within 10 feet of non-insulated power lines.

Notify the Engineer 48 hours prior to forming and placing concrete in any unit for any of the following: Electrical Service Pole, Luminaire Pole, ITS Pole, Signal Pole and Controller Foundations. Do not place concrete without an Inspector present. Failure to inform the Engineer and provide adequate time to arrive on the job site may result in removing and replacing the foundation at the Contractor’s expense.

ITEM 420 “CONCRETE SUBSTRUCTURES”

Mass placements are defined as placements with a least dimension greater than or equal to 5 ft. or designated on the plans.

Provide an Ordinary Surface Finish to the following elements:

• See 420.4.13

The following elements are Plans Quantity elements:

See Table 2 of Iten 420

ITEM 421 “HYDRAULIC CEMENT CONCRETE”

Optimized Aggregate Gradation is required for this project.

ITEM 432 “RIPRAP”

The fifty foot (50’) approach taper to the MBGF end treatment will be concrete Mow Strip unless otherwise shown in the plans or otherwise directed by the Engineer.

Sheet: 6E

County: Grimes

2026 General Notes Sheet K

ITEM 464 “REINFORCED CONCRETE PIPE”

Seal joints using cold applied plastic asphalt sewer compound or cold applied preformed plastic gaskets. When cohesionless material is used for backfill, wrap the joints prior to backfilling with sand proof tape following the manufacturer's recommendations or with an equivalent material and method.

ITEM 466 “HEADWALLS AND WINGWALLS”

Do not use precast headwalls/wingwalls.

ITEM 467 “SAFETY END TREATMENT”

All Type II SET’s shall have riprap aprons as shown on the plans. Riprap aprons are considered subsidiary to Type II SET’s.

ITEM 502 “BARRICADES, SIGNS AND TRAFFIC HANDLING”

Where shown on applicable TCP standards, channelizing devices on the centerline are required at all times; including when a pilot vehicle is used to lead traffic. Mount a G20-4 sign a minimum of 4’to the bottom of the sign from the ground at a conspicuous location on the rear of the vehicle. Traffic delays caused by one-lane, two-way traffic control, will not be allowed to exceed 5 minutes unless approved by the Engineer.

One-way traffic control operations are required when placing centerline profile markings on all two-lane roadways, unless otherwise approved by the Engineer. Work area is limited to a maximum of 2 miles for this work.

During one-way operations, station flaggers at all county roads and any other locations, such as private businesses, that may have traffic entering the work area.

Prior to beginning pulverization operations, place an approved channelizing device along both sides of the travel way the entire length of the operation

Sheet: 6E

County: Grimes

2026 General Notes Sheet L in accordance with the BC standards. Do not remove the channelizing devices until permanent edge striping is placed.

Place "Pavement Ends" (CW8-3), "Slow Down On Wet Road" (CW8-5a), “No Centerline Stripe”, and “Loose Gravel” signs before pulverization of the existing pavement.

When work zone speed limits have been approved by Minute Order or City Ordinance, the placement, spacing, and timing of the speed limits shall be approved by the Engineer.

Removal of ground mounted temporary signs and supports as specified on standard sheet BC (5), shall include the immediate backfilling of support holes with Type B embankment material and the compaction of the backfill material. The signs must also be removed within two weeks once construction ends.

When used, skid mounted and folding Traffic Control Signs shall be covered, folded, or moved away from the clear zone in crash-worthy configuration when not actively in use. Signs/barricades in non-crash-worthy configuration shall be removed from the ROW at the Contractor’s expense.

Relocation of existing signs to temporary mounts during construction is subsidiary to Item 502. Maintain all existing signs during construction that do not conflict with TCP, or as directed by the Engineer.

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.

Sheet: 6F

County: Grimes

2026 General Notes Sheet M

ITEM 503 “PORTABLE CHANGEABLE MESSAGE SIGN”

Furnish, install, and operate up to 3 Portable Changeable Message Signs (PCMS) for this project. The signs can be used both on the project and within a ten (10) mile radius of the project. Locations, messages, and durations of use will be specified by the Engineer. The primary uses will be to inform the public of special events, lane and road closures, and changes in traffic control. Signs will be paid for only when used as directed by the Engineer.

ITEM 505 “TRUCK MOUNTED ATTENUATOR (TMA) AND

TRAILER ATTENUATOR (TA)”

In addition to the shadow vehicles with truck mounted attenuator (TMA) that are specified as being required on the traffic control plan (TCP) for this project, Provide (1) shadow vehicle(s) with TMA for TCP (2-1)-18 as detailed on General Note 4 of this standard sheet.

Provide (1) shadow vehicle(s) with TMA for TCP (2-2)-18 as detailed on General Note 6 of this standard sheet.

Provide (2) shadow and trail vehicle(s) with TMA for TCP (3-1)-13 as detailed on General Note 3 of this standard sheet.

Provide (2) shadow and trail vehicle(s) with TMA for TCP (3-3)-14 as detailed on General Note 3 of this standard sheet.

Provide one (1) shadow vehicle(s) with TMA for TCP(S-1)-08A as detailed on General Note 4 of this standard sheet.

Provide one (1) shadow vehicle(s) with TMA for TCP(S-2)-08A as detailed on General Note 11 of this standard sheet.

Provide one (1) shadow vehicle(s) with TMA for TCP(S-2c)-08A as detailed on General Note 2 of this standard sheet.

Sheet: 6F

County: Grimes

2026 General Notes Sheet N

Therefore, 9 total shadow vehicles with TMA will be required for this type of work. The contractor will be responsible for determining if one or more of these operations will be ongoing at the same time to determine the total number of TMAs needed for the project.

Sixty-Five (65) TMA days are provided in the project estimate for stationary operations.

Two (2) TMA days are provided in the project estimate for mobile operations.

TMA’s shall meet the requirements of the Compliant Work Zone Traffic Control Device List. http://ftp.txdot.gov/pub/txdot-info/cmd/mpl/cwztcd.pdf

Signs and arrow boards required on truck-mounted attenuators and pilot vehicles are subsidiary to Item 505.

ITEM 506 “TEMPORARY EROSION, SEDIMENTATION AND

ENVIRONMENTAL CONTROLS”

Prior to starting construction, review the SWP3 with the Engineer to confirm the type and placement of the devices. Device locations may be added, deleted, or modified by the Engineer.

ITEM 540 “METAL BEAM GUARD FENCE”

Furnish and Install only one type of timber post.

Sheet: 6G

County: Grimes

2026 General Notes Sheet O

ITEM 560 “MAILBOX ASSEMBLIES”

Notify the postmaster prior to installation for approval of type and temporary and permanent locations.

Retain and re-use newspaper holders removed or relocated during construction for placement on new mailbox assemblies in accordance with mailbox standard sheets.

ITEM 585 “RIDE QUALITY FOR PAVEMENT SURFACES”

Pay adjustment schedule 3 will be used to evaluate ride quality of the travel lanes in accordance with Item 585, “Ride Quality for Pavement Surfaces.”

Contractor is responsible for providing IRI data 7 days before doing any work at the contractor’s expense.

ITEM 610 “ROADWAY ILLUMINATION ASSEMBLIES”

Powder coat the galvanized surfaces with a minimum 2 mils thickness of the required color stated in the plans. Provide powder coating with a uniform appearance and free of scratches. Samples shall be supplied to the Engineer for approval prior to powder coating. This work will not be paid for directly but will be considered subsidiary to this item.

ITEM 628 “ELECTRICAL SERVICES”

Prior to installing the electrical service at the designated location detailed in the plans the Contractor is to:

Contact the power company to obtain a meter can.

Verify any requirements by the power company.

Verify there is the correct type of transformer at the location to provide power to the new electrical service.

Sheet: 6G

County: Grimes

2026 General Notes Sheet P

The power company is stated in the plans on the electrical service data sheet. For the installation of new electrical services, the Engineer shall setup the account. For the replacement of existing electrical services, TxDOT will provide the Contractor with the necessary information to temporarily disconnect and reconnect power to the existing TxDOT account.

Ensure that the electrical service is constructed by the manufacturer in accordance with the plans. The laminated plans in the service should include the design of the service by the manufacture and the constructed layout with schedule of materials.

ITEM 636 “SIGNS”

Salvage and deliver all aluminum sign faces to the local TxDOT maintenance office.

ITEM 644 “SMALL ROADSIDE SIGN ASSEMBLIES”

Prior to taking elevations to determine lengths for fabrication of sign posts, obtain verification of all proposed locations.

Salvage and deliver all aluminum sign faces to the local TxDOT maintenance office.

ITEM 662 “WORK ZONE PAVEMENT MARKINGS”

All striping limits must be approved by the Engineer before striping operations may begin.

ITEM 666 “REFLECTORIZED PAVEMENT MARKINGS”

Unless authorized by the Engineer, the Contractor will not place the pavement markings on the resurfaced roadway until it has cured for 3 days.

All striping limits must be approved by the Engineer before striping operations may begin.

Sheet: 6H

County: Grimes

2026 General Notes Sheet Q

ITEM 672 “RAISED PAVEMENT MARKERS”

Use flexible bituminous adhesive for applications on all pavement types.

ITEM 685 “ROADSIDE FLASHING BEACON ASSEMBLIES”

The Contractor shall install roadside flashing beacons per the notes provided in the plan set. Unless noted in the plans, the Contractor shall salvage and return all flashing beacon hardware required for removal to the Bryan District Headquarters. If the equipment being salvaged is not maintained by TxDOT, it will be noted in the plans where to return the salvaged equipment.

Salvaged equipment damaged during its removal or delivery will be replaced at the expense of the Contractor.

Control : 0315-03-070 Project : F 2026(081)

GRIMES

SH 90Highway :

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

REMOVING TREATED AND UNTREATED BASE AND ASPHALT PAVEMENTITEM 105

EXCAVATION(132) ITEM 110

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

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

TOPSOIL(168) ITEM 160

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

VEGETATIVE WATERINGITEM 168

SOIL RETENTION BLANKETSITEM 169

FLEXIBLE BASE(105) (204) (210) (216) (520) ITEM 247

LIME TREATMENT (ROAD-MIXED)(105) (132) (204) (210) (216) (247) (300) (310)

(520)

IT…