0013-10-098.pdf

Control 0013-10-098 Project F 2026(884) Highway BU 287P County TARRANT

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 BU 287P County TARRANT

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Resurface Roadway

TARRANT 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 157 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:

ONE HUNDRED THOUSAND AND 00/100 (Dollars) ( $100,000.00)

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 0013-10-098

Project F 2026(884)

Highway BU 287P

County TARRANT

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 0013-10-098 Project F 2026(884) Highway BU 287P County TARRANT

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(884) Proposal Sheet

TARRANT 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 7004

RMV (4"-8") TRT/UNTRT BASE & ASPH PAV

SY 4,904.000 1 DOLLARS

and CENTS

134 7004

BACKFILL (TY A OR B)

STA 266.000 2 DOLLARS

and CENTS

316 7007

ASPH (AC-20-5TR)

GAL 50,566.000 3 DOLLARS

and CENTS

316 7173

AGGR (TY-B, GR-4)(SAC-B)

CY 1,165.000 4 DOLLARS

and CENTS

341 7046

D-GR HMA TY-D PG64-22 (LEVEL-UP)

TON 2,831.000 5 DOLLARS

and CENTS

344 7024

SP MIXES SP-C SAC-A PG70-28

TON 14,703.670 6 DOLLARS

and CENTS

344 7077

TACK COAT

GAL 25,575.000 7 DOLLARS

and CENTS

347 7007

TOM-F PG76-22 SAC-B

TON 3,131.000 8 DOLLARS

and CENTS

351 7005

FLEXIBLE PAVEMENT STRUCTURE REPAIR

(6")

SY 15,727.000 9 DOLLARS

and CENTS

351 7009

FLEXIBLE PAVEMENT STRUCTURE REPAIR

(10")

SY 2,193.000 10 DOLLARS

and CENTS

354 7035

PLANE ASPH CONC PAV(0" TO 6")

SY 127,858.000 11 DOLLARS

and CENTS

361 7057

FULL - DEPTH REPAIR CRCP (10")

SY 1,023.000 12 DOLLARS

and CENTS

432 7003

RIPRAP (CONC)(6 IN)

CY 1,020.000 13 DOLLARS

and CENTS

1-6

TARRANT 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.

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 151.000 14 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 15 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 10.000 16 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 2.000 17 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 300.000 18 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 40.000 19 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 2,365.000 20 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 2,365.000 21 DOLLARS

and CENTS

512 7001

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

LF 10,980.000 22 DOLLARS

and CENTS

512 7045

PORT CTB (STKPL)(LOW PROF)(TY 1)

LF 10,980.000 23 DOLLARS

and CENTS

512 7070

PORT CTB (CONNECTION HARDWARE)

EA 718.000 24 DOLLARS

and CENTS

512 7071

PORT CTB (PINNING)

EA 2,932.000 25 DOLLARS

and CENTS

533 7001

MILL RUMBLE STRIPS (ASPHALT) (SHLDR)

LF 29,198.000 26 DOLLARS

2-6

TARRANT FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 2,025.000 27 DOLLARS

and CENTS

540 7015

DOWNSTREAM ANCHOR TERMINAL

SECTION

EA 9.000 28 DOLLARS

and CENTS

542 7001

REMOVE METAL BEAM GUARD FENCE

LF 2,025.000 29 DOLLARS

and CENTS

542 7002

REMOVE TERMINAL ANCHOR SECTION

EA 9.000 30 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 9.000 31 DOLLARS

and CENTS

544 7003

GUARDRAIL END TREATMENT (REMOVE)

EA 9.000 32 DOLLARS

and CENTS

545 7002

CRASH CUSH ATTEN (MOVE & RESET)

EA 7.000 33 DOLLARS

and CENTS

545 7004

CRASH CUSH ATTEN (REMOVE)

EA 1.000 34 DOLLARS

and CENTS

545 7006

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

EA 1.000 35 DOLLARS

and CENTS

644 7064

IN SM RD SN SUP&AM (INST SIGN ONLY)

EA 43.000 36 DOLLARS

and CENTS

644 7075

REMOVE SM RD SN SUP&AM (SIGN ONLY)

EA 43.000 37 DOLLARS

and CENTS

658 7019

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

EA 40.000 38 DOLLARS

and CENTS

658 7032

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

EA 752.000 39 DOLLARS

3-6

TARRANT 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 7005

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

LF 16,809.000 40 DOLLARS

and CENTS

662 7008

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

LF 72,344.000 41 DOLLARS

and CENTS

662 7012

WK ZN PAV MRK NON-REMOV (W)8"(SLD)

LF 13,184.000 42 DOLLARS

and CENTS

662 7017

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

LF 842.000 43 DOLLARS

and CENTS

662 7018

WK ZN PAV MRK NON-REMOV (W)(ARROW)

EA 78.000 44 DOLLARS

and CENTS

662 7030

WK ZN PAV MRK NON-REMOV(W)(WORD)

EA 78.000 45 DOLLARS

and CENTS

662 7038

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

LF 81,120.000 46 DOLLARS

and CENTS

662 7042

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

LF 1,906.000 47 DOLLARS

and CENTS

662 7112

WK ZN PAV MRK SHT TERM (TAB)TY W

EA 2,555.000 48 DOLLARS

and CENTS

666 7009

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

LF 152.000 49 DOLLARS

and CENTS

666 7024

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

LF 6,592.000 50 DOLLARS

and CENTS

666 7036

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

LF 421.000 51 DOLLARS

and CENTS

666 7042

REFL PAV MRK TY I (W)(ARROW)(100MIL)

EA 39.000 52 DOLLARS

4-6

TARRANT 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 7066

REFL PAV MRK TY I (W)(WORD)(100MIL)

EA 39.000 53 DOLLARS

and CENTS

666 7123

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

LF 953.000 54 DOLLARS

and CENTS

666 7290

TY I HIGH PERF PM (W)6"(BRK)(100MIL)

LF 8,426.000 55 DOLLARS

and CENTS

666 7293

TY I HIGH PERF PM (W)6"(SLD)(100MIL)

LF 36,172.000 56 DOLLARS

and CENTS

666 7305

TY I HIGH PERF PM (Y)6"(SLD)(100MIL)

LF 40,560.000 57 DOLLARS

and CENTS

666 7347

PAVEMENT SLER 6"

LF 85,289.000 58 DOLLARS

and CENTS

666 7348

PAVEMENT SLER 8"

LF 6,592.000 59 DOLLARS

and CENTS

666 7352

PAVEMENT SLER 24"

LF 1,374.000 60 DOLLARS

and CENTS

666 7353

PAVEMENT SLER (ARROW)

EA 39.000 61 DOLLARS

and CENTS

666 7354

PAVEMENT SLER (WORD)

EA 39.000 62 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 351.000 63 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 452.000 64 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 461.000 65 DOLLARS

5-6

TARRANT 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.

678 7002

PAV SURF PREP FOR MRK (6")

LF 16,418.000 66 DOLLARS

and CENTS

678 7004

PAV SURF PREP FOR MRK (8")

LF 3,082.000 67 DOLLARS

and CENTS

678 7006

PAV SURF PREP FOR MRK (12")

LF 210.000 68 DOLLARS

and CENTS

678 7008

PAV SURF PREP FOR MRK (24")

LF 235.000 69 DOLLARS

and CENTS

678 7009

PAV SURF PREP FOR MRK (ARROW)

EA 18.000 70 DOLLARS

and CENTS

678 7016

PAV SURF PREP FOR MRK (WORD)

EA 18.000 71 DOLLARS

and CENTS

678 7033

PAV SURF PREP FOR MRK (RPM)

EA 643.000 72 DOLLARS

and CENTS

720 7001

SPALLING REPAIR (HYDRAULIC CEMENT)

CF 921.000 73 DOLLARS

and CENTS

730 7022

FULL - WIDTH MOWING

AC 14.150 74 DOLLARS

and CENTS

734 7001

LITTER REMOVAL

AC 14.150 75 DOLLARS

and CENTS

752 7001

TREE TRIMMING / BRUSH REMOVAL

MI 2.650 76 DOLLARS

and CENTS

760 7001

DITCH CLEANING AND RESHAPING (FOOT)

LF 13,557.000 77 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(884)

Highway BU 287P County TARRANT

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:

Nhan Hong Phan Pham P.E.

May 26, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

138582

Nhan Hong Phan Pham

Control: 0013-10-098 Sheet

County: TARRANT

Highway: BU 287P

General Notes Sheet

Specification Data

Basis of Estimate

Item Description Rate Unit

310 Prime Coat 0.20 gal./sq. yd. gal.

344 Hot Mix (All Types) 115 lb./sq. yd.-in. ton

344 Tack Coat - Trackless Tack 0.20 gal./sq. yd. gal.

Seal Coat Data

Modified Asphalts (Roadway)

Asph Type AC-20-5TR

Rate 0.38 gal./sq. yd.

Aggr Type B

Grade 4

Rate 1 cu. yd./110 sq. yd. (Gr. 4)

Note: The rates of asphalt and aggregate application are for estimating purposes only and may be varied as directed.

Special Notes

Electronic files containing answered pre-letting questions and other project related design information will be placed in the following FTP site periodically.

Check this site for new information. Notices of new postings will not be sent out by the

Engineer.

The data located in these files is for non-construction purposes only and can be found at

TxDOT’s public FTP site at https://ftp.dot.state.tx.us/pub/txdot-info/Pre-Letting%20Responses/.

Access is read-only.

All files in the FTP site are subject to the License Agreement shown on the FTP site.

https://ftp.dot.state.tx.us/pub/txdot-info/Pre-Letting%20Responses/

To obtain a copy of the project plans free of charge, submit a request from the following site:

http://www.txdot.gov/business/letting-bids/plans-online.html

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

Area Engineer’s Email: Daniel.Poole@txdot.gov

Assistant Area Engineer’s Email: Surafel.Sintayehu@txdot.gov

Design Manager’s Email: Jason.Pascoe@txdot.gov

For Q&A’s on Proposals navigate to https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors. Use 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.

All questions submitted that generate a response will be posted through this site. The site is organized by District, Project Type (Construction or Maintenance), Letting Date, CCSJ/Project

Name.

Single lane closures, except as otherwise shown in the plans, will be restricted to off-peak hours as defined in the following table:

Peak Hours Off-Peak Hours

6 to 9 AM

Monday through

Friday

3 to 7 PM

Monday through

Friday

9 AM to 3 PM and

7 PM to 6 AM

Monday through

Friday

All day Saturday and Sunday

Work that requires closure of multiple travel lanes in the same direction, except as otherwise shown in the plans, are restricted to night hours between 9 PM and 6 AM.

Existing storm sewers and utilities are shown from the best available information. Verify the location of all underground facilities prior to starting work.

For dimensions of right-of-way not shown on the plans, see right-of-way map on file at the

TxDOT District Office.

http://www.txdot.gov/business/letting-bids/plans-online.html mailto:Daniel.Poole@txdot.gov mailto:Surafel.Sintayehu@txdot.gov mailto:Jason.Pascoe@txdot.gov https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

Modifications to Lane Closure / Work Restrictions:

Submit a request in writing for approval by the Engineer a minimum of 10 days in advance of implementing a change to lane closure restrictions.

When deemed necessary, the Engineer will lengthen, shorten, or otherwise modify lane closure restrictions as traffic conditions warrant.

When deemed necessary, the Engineer will modify the list of major events when new events develop, existing events are rescheduled, or when warranted.

Special Events/ Special Situations will be handled on a case-by-case basis. No work restricting lane closures is allowed from 3 PM a day before to 9 AM the day after the Special Event or

Special Situation.

Provide all-weather surface for temporary ingress and egress to adjacent property, as directed.

Materials, labor, equipment and incidentals necessary to provide temporary ingress and egress will not be paid for directly, but will be subsidiary to the various bid items.

Where necessary, the governing slopes indicated herein may be varied from the limits shown, to the extent approved.

On superelevated curves the shoulders will have the same cross-slope as the pavement, unless otherwise indicated.

On superelevated curves where the grade line is in a sag or on a flat grade, overlay the shoulders to the extent necessary to prevent trapping of water on the high side.

All driveway openings will be determined by the Engineer and will conform with Texas

Department of Transportation "Regulations for Access Driveways to State Highways" adopted

September 1953, and revised June 2004.

Locations and lengths of all private entrances are approximate only. The actual locations, lengths, lines, and grades are to be established in the field.

Locations and lengths of all private entrances are approximate only. The actual locations, lengths, lines and grades are to be determined by the Engineer and shall conform to the regulations of City of Saginaw & City of Fort Worth.

Do not discolor or damage existing curb and curb and gutter during construction operations. In the event of discoloration or damage, clean or repair as directed.

Remove the grass from the crown of shoulders or pavement edges by blading or other approved methods. Payment for this work will not be made directly, but will be subsidiary to the various items of the contract.

Plugging of pipes or culverts will not be paid for directly, but will be subsidiary to the various bid items, unless otherwise shown on the plans.

Provide temporary drain openings at all low points or other drainage structures, as required, at the Contractor's expense.

Remove any obstructions to existing drainage due to the contractor's operations, as required, at the Contractor's expense.

Install all required concrete riprap flumes immediately following the construction of ditches in which they are to be placed. In addition, apply all erosion control measures as shown on the plans or as directed, immediately following construction of channels to their required line, grade, and section.

The City will perform certain preliminary work and will complete the work in such sequence and manner that the Contractor will be able to begin his work at the specified time.

The State will perform certain preliminary work and will complete the work in such sequence and manner that the Contractor will be able to begin his work at the specified time.

Item 4. Scope of Work

Reimbursement for project overhead will not be considered until project completion has extended beyond the original Contract Time.

Item 7. Legal Relations and Responsibilities

This contract requires work to be done on railroad property. Cooperate with the railroads and comply with all of their requirements including obtaining any required training before performing work on railroad property.

Submit to the Engineer an original railroad liability insurance policy.

Do not initiate activities in a project specific location (PSL) associated with a U.S. Army Corps of Engineers (USACE) permit area that has not been previously evaluated by the USACE as part of the permit review of this project. Such activities include, but are not limited to haul roads, equipment staging areas, borrow and disposal sites. “Associated” as defined here means materials are delivered to or from the PSL. The permit area includes all waters of the U.S. or associated wetlands affected by activities associated with this project. Special restrictions may be required for such work. The contractor will be responsible for all consultations with the

USACE regarding activities, including project specific locations (PSLs) that have not been previously evaluated by the USACE. Provide the Department with a copy of all consultations or approvals from the USACE prior to initiating activities.

The total area disturbed for this project is 0.1 acres. The disturbed area in this project, all project locations in the Contract, and the 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 required authorization from the TCEQ for

Contractor PSLs for construction support activities on or off the right of way. When the total area disturbed 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 right of way to the Engineer and to the local government that operates a separate storm sewer system.

Prevention of Migratory Bird Nesting

It is anticipated that migratory birds, a protected group of species, may try to nest on bridges, culverts, vegetation, or gravel substrate, at any time of the year. The preferred nesting season for migratory birds is from February 15 through October 1. When practicable, schedule construction operations outside of the preferred nesting season. Otherwise, avoid nests containing migratory birds and perform no work in the nesting areas until the young birds have fledged.

Structures

Do not begin bridge and culvert construction operations until swallow nesting prevention is implemented, until after October 1 if it’s determined that swallow nesting is actively occurring, or until it’s determined swallow nests have been abandoned. If the State installed nesting deterrent on the bridges and culverts, maintain the existing nesting deterrent to prevent swallow nesting until October 1 or completion of the bridge and culvert work, whichever occurs earlier. If new nests are built and occupied after the beginning of the work, do not perform work that can interfere with or discourage swallows from returning to their nests. Prevention of swallow nesting can be performed by one of the following methods:

1. By February 15 begin the removal of any existing mud nests and all other mud placed by swallows for the construction of nests on any portion of the bridge and culverts. The Engineer will inspect the bridges and culverts for nest building activity. If swallows begin nest building, scrape or wash down all nest sites. Perform these activities daily unless the Engineer determines the need to do this work more frequently. Remove nests and mud through October 1 or until bridge and culvert construction operations are completed.

2. By February 15 place a nesting deterrent (which prevents access to the bridge and culvert by swallows) on the entire bridge (except deck and railing) and culverts.

No extension of time or compensation payment will be granted for a delay or suspension of work caused by nesting swallows. This work is subsidiary to the various bid items.

The following Holiday/Event lane closure restriction requirements apply to this project:

No work that restricts or interferes with traffic shall be allowed between 3 PM on the day preceding a Holiday or Event and 9 AM on the day after the Holiday or Event.

Holiday Lane Closure Restrictions

New Year’s Eve and New Year’s Day

(December 31 through January 1)

3 PM December 30 through 9 AM January 2

Easter Holiday Weekend (Friday through

Sunday)

3PM Thursday through 9 AM Monday

Memorial Day Weekend (Friday through

Monday)

3 PM Thursday through 9 AM Tuesday

Independence Day (July 3 through July 5)

3 PM July 2 through 9 AM July 6

Labor Day Weekend (Friday through

Monday)

3 PM Thursday through 9 AM Tuesday

Thanksgiving Holiday (Wednesday through

Sunday)

3 PM Tuesday through 9 AM Monday

Christmas Holiday (December 23 through

December 26)

3 PM December 22 through 9 AM December

Plan work schedules around the appropriate dates above to ensure productive work is performed without lane closures.

Event Lane Closure Restrictions

3 PM the day before Event to 9 AM the day after the Event

NASCAR Races at Texas

Motor Speedway

(generally 3 events):

NASCAR

Nationwide and

Sprint Cup Series

(Held in late

March/early April)

NASCAR Nationwide and Sprint Cup Series

(Held in Late

October/early

November)

Indy Series

Racing and

NASCAR Truck

Series (Held in

June)

Within one mile radius of major retail traffic generators i.e. malls (Thanksgiving Day through

January 2)

Fort Worth Stock Show and Rodeo

Arlington Entertainment District

Grapevine Festivals (Including but not limited to: Carol of Lights, Black Friday Weekend, Christmas Parade, and weekends during Christmas Capital of Texas)

MayFest

Parker County Peach Festival (in Weatherford)

2026 World Cup (June 11 – July 19)

- Sunday, June 14, 2026 (Group Stage Matches)

- Wednesday, June 17, 2026 (Group Stage Matches)

- Monday, June 22, 2026 (Group Stage Matches)

- Thursday, June 25, 2026 (Group Stage Matches)

- Saturday, June 27, 2026 (Group Stage Matches)

- Tuesday, June 30, 2026 (Round 32)

- Friday, July 3, 2026 (Round 32)

- Monday, July 6, 2026 (Round 16)

- Tuesday, July 14, 2026 (Semi-Finals)

* No Lane closures will be allowed during games. Permanent lane closures will need to be evaluated closely.

Item 8. Prosecution and Progress

Each contract awarded by the Department stands on its own, and as such, is separate from other contracts. A Contractor awarded multiple contracts must be capable and sufficiently staffed to concurrently process and/or execute all contracts at the same time.

Working days will be computed and charged in accordance with Section 8.3.1.4, ‘Standard

Workweek.’ The calculated number of working days for this project is 157 days.

Work hours shall be restricted to nighttime hours only, or as directed by the Engineer.

Mobilization, Barricade & Construction work cannot begin until asphalt season. Favorable weather with consistent minimum pavement temperature of 50 F is required for resurfacing operation.

Metal beam guard fence replacement to be completed during off-peak hours. Day time work will be allowed if written permission from the Engineer is provided. Refer to applicable TxDOT traffic control standards.

Before starting night work on a construction project, prepare and submit a work zone light system design in accordance with NCHRP Report 476, Section 3 for approval by the Engineer.

The engineer will review the work zone light system design and notify the contractor of its acceptability. Do not start work until the work zone light system design is accepted.

If nighttime work is allowed/required, provide Multi-Directional Lighting Device with the following quality requirements:

• Provide a 2000-watt (minimum) SIROCCO lighting balloon, Airstar lighting or equivalent. It is the intent of the MDLD lighting to supplement the Portable Road Light and Power Unit used to illuminate work hours.

• Provide MDLD units which can self-inflate and capable of illuminating approximately

15,000 sq ft.

• Provide MDLD units of 1.1 meter horizontal diameter and capable of withstanding 60 mph winds when fully inflated and operating.

• Provide MDLD units with two (2) 1,000-watt halogen bulbs recommended by the manufacture.

Nighttime Work Safety Clothing: Department approved safety hats and safety vests (Class 3 with retro-reflective striping) shall be worn by all workers and visitors at all times when at the work sites. When work is approved by the Engineer to be performed at night, night pants (Class 3 with retro-reflective striping) shall be worn by all workers and visitors when at the work sites.

Nighttime lighting system is not paid directly, but considered subsidiary to item 502 “Barricades, Signs, and Traffic Handling”

Prepare the progress schedule as a BAR CHART project, include all planned work activities and sequences and show Contract completion within the number of working days specified. Submit an updated hard copy when changes to the schedule occur or when requested.

Item 105. Removing Treated and Untreated Base and Asphalt Pavement

Cement, lime, and/or lime fly-ash treated base material removed on this project will become the property of the Contractor.

Item 134. Backfilling Pavement Edges

Start backfilling pavement edges as soon as possible after the surface course is started.

Backfill and compact the pavement edges to produce a smooth surface adjacent to the pavement with no vertical edges.

Use Type “A” or “B” material to backfill pavement edges as shown in the plans. Type “A” or

“B” material shall consist of suitable material that when compacted will support the pavement edge. Rap is considered suitable Type “A” or “B” material.

Blade the existing vegetation into a neat wind-row prior to overlay. After placing Ty A or Ty B backfill and placing seeding, the material from the wind-row shall be replaced on the completed slopes. Emulsion shall be placed at a 50/50 solution of water to emulsion over a disturbed area.

Emulsion rate=0.15 Gal/SY residual. This work, materials and equipment are considered subsidiary to Item 134.

Item 301. Asphalt Antistripping Agent

Furnish a liquid antistripping agent unless otherwise directed.

Item 316. Seal Coats

CRS-2 may not be used with precoated aggregates. Provide and apply CRS-2 with greater than

50% asphalt residue.

Asphalt storage tanks may be used.

Aggregate haul truck size is limited local authority regulation.

Furnish aggregate meeting a Surface Aggregate Classification rating of “A” for the following roadways in this project:

Provide a transverse variance rate of 10%. Provide an equal amount of asphaltic material between the wheelpaths as outside the wheelpaths.

Provide a minimum of 3 pneumatic rollers as specified under Article 316.3.3, “Rollers.”

The asphalt application season for this project is May 1 to August 31.

Item 344. Superpave Mixtures

No blending of material retained on the No. 4 sieve to meet SAC A will be allowed for surface mixes.

Natural (field) sands meeting the following requirements are allowed:

- Sand Equivalent value of 65 or greater by Tex-203-F, or Methylene blue value of 10.0 mg/g or less by Tex-252-F when Sand Equivalent value is less than 65 by Tex-203-F, and

- Free of organic impurities by Tex-408-A.

RAP is not permitted for the final surface layer in this project.

Include the approved mix design number on each delivery ticket.

Use a Material Transfer Device (MTD) unless otherwise directed.

Use Ride Quality – Surface Test Type B specified in Item 585 in this project

Item 347. Thin Overlay Mixtures (TOM)

Provide aggregate with a Surface Aggregate Classification (SAC) value of B for the travel lanes, shoulders & others

No blending, of the material retained on the No. 4 sieve, to meet SAC A will be allowed for surface mixes.

Natural (field) sands meeting the following requirements are allowed:

- Sand Equivalent value of 65 or greater by Tex-203-F, or Methylene blue value of 10.0 mg/g or less by Tex-252-F when Sand Equivalent value is less than 65 by Tex-203-F, and

- Free of organic impurities by Tex-408-A.

Use Ride Quality Test specified in Item 585 in this General Notes if applicable.

Item 351. Flexible Pavement Structure Repair

Where applicable, Subgrade repair shall be performed or as directed by the Engineer. Use EC-30 as prime coat. Work is not paid directly, but subsidiary to pertinent item.

Item 354. Planing and Texturing Pavement

Intent is to remove all HMAC from existing concrete in one pass. Repair damaged concrete paving caused by Contractor’s operations at the expense of the Contractor as directed by the

Engineer.

Take precautions to avoid damage to existing bridge decks and bridge joints including but not limited to armor joints, header joints, relieve joints, etc. Repair any damage to the bridge decks and/or joints as approved. This work will not be paid directly but will be performed at the

Contractor’s expense.

Provide regenerative air vacuum sweepers on all milled surfaces before hot mix placement unless otherwise directed by the Engineer.

Remove dirt, raised pavement markings, and other debris, as directed.

All RAP salvaged and not used for this project will be properties of Contractor.

Item 361. Full Depth Repair of Concrete Pavement

Furnish a CSS-1P with greater than 50% asphalt residue for the tack coat on this project.

Schedule work so that concrete placement follows full-depth saw cutting by no more than 2 days.

Include the approved mix design number on each delivery ticket.

Use 6x12 inches cylinders for concrete strength tests when Class P concrete and Class HES concrete are used.

Upon removing existing concrete pavement, Contractor to perform base repair as needed/ or as directed by the Engineer prior to placing concrete, compacting base around edges is required to ensure quality of repair spot. Work is not paid directly but considered subsidiary to pertinent item.

Place the CRCP repair flush with the surrounding existing pavement regardless of the repair depth.

Item 432. Riprap

Provide weep holes as directed.

The quantities for riprap at the location indicated may be varied to the extent necessary to ensure proper functioning for the purpose intended.

All concrete MBGF mowstrip riprap will be 5" in thickness, unless otherwise shown on the plans.

All concrete riprap extension will be 6” in thickness to accommodate Single Slope Concrete

Barrier (SSCB) placement.

Use rebar for all reinforcement. Do not use wire mesh or synthetic fiber.

Build-up embankment for riprap is not paid directly but considered subsidiary to this item.

Item 502. Barricades, Signs, and Traffic Handling

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 typically 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.

Maintenance of roadways, not paid as Item 508, "Constructing Detours," and designated in the traffic control plan to carry traffic, will be the responsibility of the Contractor and will be paid for by "Contractor Force Account or Agreed Unit Price".

Permanent signs may be installed when construction in an area is complete and they will not conflict with the traffic control plan for the remainder of the job.

Existing signs are to remain as long as they do not interfere with construction and they do not conflict with the traffic control plan.

Any sign not detailed in the plans but called for in the layout will be as shown in the current

"Standard Highway Sign Designs for Texas”.

When traffic is obstructed, arrange warning devices in accordance with the latest edition of the

"Texas Manual on Uniform Traffic Control Devices".

Cover or remove any work zone signs when work or condition referenced is not occurring.

Do not place barricades, signs, or any other traffic control devices where they interfere with sight distance at driveways or side streets. Provide access to all driveways during all phases of construction unless otherwise noted in the plans or as directed.

Item 503. Portable Changeable Message Signs

Provide all portable changeable message signs and arrow panels with a photoelectric device to allow for automatic dimming of operations to approximately 50% of their normal brightness when ambient light drops to approximately five footcandles, and then increase back again for daytime operations.

(Number) electronic portable changeable message sign unit(s) will be required. Individual or collective use of signs will be required by the Engineer when deemed necessary to supplement the traffic control plan.

Each sign must have programmed in its permanent memory the following 15 messages:

1. Exit Closed Ahead

2. Use Other Routes

3. Right Lane

4. Left Lane

5. Closed Ahead

6. Two Lane

7. Detour Ahead

8. Thru Traffic

9. Prepare To Stop

10. Merging Traffic

11. Expect 15 Minute Delay

12. Max Speed ** MPH

13. Merge Right

14. Merge Left

15. No Exit Next ** Miles

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 for this project, provide 1 additional shadow vehicle(s) with TMA for TCP (2-5)-18 as detailed on General Note of this standard sheet.

Therefore, 2 total shadow vehicles with TMA will be required for this type of work. Determine 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.

Item 506. Temporary Erosion, Sedimentation, and Environmental Controls

The SW3P for this project will consist of using the following items as directed:

• Temporary rock filter dams

• Temporary pipe slope drains

• Baled hay

• Temporary paved flumes

• Temporary sediment control fence

• Construction exits

• Gabions and gabion mattresses

• Earthwork for erosion control

• Construction perimeter fence

• Erosion control logs

Remove accumulated sediment or replace SW3P controls when the capacity has been reduced by

50% or when the depth of sediment at the control structure exceeds one foot.

Item 512. Portable Concrete Traffic Barrier

Traffic Barrier will be stockpiled near SH 121/ IH 820 (32.801296, -97.217074)

Damaged traffic barrier shall become the property of the contractor.

Used barrier will be inspected and approved by the Engineer prior to using.

“Furnish and Install” barrier in compliance with Single-Slope Concrete Barrier (SSCB) standards as shown on the plans.