0015-09-208.pdf

Control 0015-09-208 Project F 2026(788) Highway IH 35 County WILLIAMSON

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.

Project F 2026(788) Highway IH 35 County WILLIAMSON

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Hazard Elimination & Safety

WILLIAMSON 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 128 working days and will be accepted when fully completed and finished to the satisfaction of the Executive Director or designee.

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

FIFTY EIGHT THOUSAND AND 00/100 (Dollars) ( $58,000.00)

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 0015-09-208

Project F 2026(788)

Highway IH 35

County WILLIAMSON

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 0015-09-208 Project F 2026(788) Highway IH 35 County WILLIAMSON

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(788) Proposal Sheet

WILLIAMSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

100 7002

PREPARING ROW

STA 82.440 1 DOLLARS

and CENTS

104 7005

REMOV CONC (MOWSTRIP)

LF 260.000 2 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 8,216.000 3 DOLLARS

and CENTS

132 7006

EMBANK (FNL)(DC)(TY C)

CY 6,217.000 4 DOLLARS

and CENTS

160 7002

FURN & PLACE TOPSOIL (4")

SY 23,197.000 5 DOLLARS

and CENTS

164 7007

BROADCAST SEED (TEMP_WARM_COOL)

SY 11,602.000 6 DOLLARS

and CENTS

164 7012

DRILL SEED (PERM_URBAN_CLAY)

SY 23,197.000 7 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 390.000 8 DOLLARS

and CENTS

169 7002

SOIL RET BLKT(SL_MOD_CLAY_LONG)

SY 23,197.000 9 DOLLARS

and CENTS

247 7179

FL BS (CMP IN PLC)(TY A GR 5)(FNAL POS)

CY 4,337.000 10 DOLLARS

and CENTS

310 7013

PRIME COAT(MC-30 OR AE-P)

GAL 2,230.000 11 DOLLARS

and CENTS

341 7001

D-GR HMA TY-B PG64-22

TON 8,280.000 12 DOLLARS

and CENTS

341 7065

D-GR HMA TY-D PG 76-22 (EXEMPT)

TON 1,228.000 13 DOLLARS

and CENTS

1-6

WILLIAMSON 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.

342 7001

PFC-C PG76-22 SAC-A

TON 1,837.000 14 DOLLARS

and CENTS

354 7002

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

SY 9,265.000 15 DOLLARS

and CENTS

416 7009

DRILL SHAFT (54 IN)

LF 54.000 16 DOLLARS

and CENTS

432 7002

RIPRAP (CONC)(5 IN)

CY 7.000 17 DOLLARS

and CENTS

432 7014

RIPRAP (MOW STRIP)(5 IN)

CY 52.000 18 DOLLARS

and CENTS

466 7194

WINGWALL (PW - 2) (HW=10 FT)

EA 1.000 19 DOLLARS

and CENTS

496 7005

REMOV STR (WINGWALL)

EA 1.000 20 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 21 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 7.000 22 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 2.000 23 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 174.000 24 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 68.000 25 DOLLARS

and CENTS

506 7001

ROCK FILTER DAMS (INSTALL) (TY 1)

LF 103.000 26 DOLLARS

2-6

WILLIAMSON 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.

506 7011

ROCK FILTER DAMS (REMOVE)

LF 103.000 27 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 8,220.000 28 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 8,220.000 29 DOLLARS

and CENTS

512 7001

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

LF 8,440.000 30 DOLLARS

and CENTS

512 7049

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

LF 8,440.000 31 DOLLARS

and CENTS

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 650.000 32 DOLLARS

and CENTS

540 7015

DOWNSTREAM ANCHOR TERMINAL

SECTION

EA 3.000 33 DOLLARS

and CENTS

542 7001

REMOVE METAL BEAM GUARD FENCE

LF 200.000 34 DOLLARS

and CENTS

542 7002

REMOVE TERMINAL ANCHOR SECTION

EA 1.000 35 DOLLARS

and CENTS

542 7003

REMOVE DOWNSTREAM ANCHOR

TERMINAL

EA 1.000 36 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 3.000 37 DOLLARS

and CENTS

545 7002

CRASH CUSH ATTEN (MOVE & RESET)

EA 1.000 38 DOLLARS

and CENTS

545 7004

CRASH CUSH ATTEN (REMOVE)

EA 1.000 39 DOLLARS

3-6

WILLIAMSON 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.

545 7018

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

EA 1.000 40 DOLLARS

and CENTS

636 7001

ALUMINUM SIGNS (TY A)

SF 20.000 41 DOLLARS

and CENTS

636 7003

ALUMINUM SIGNS (TY O)

SF 210.500 42 DOLLARS

and CENTS

644 7004

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

EA 1.000 43 DOLLARS

and CENTS

644 7028

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

EA 1.000 44 DOLLARS

and CENTS

644 7065

RELOCATE SM RD SN SUP&AM TY 10BWG

EA 3.000 45 DOLLARS

and CENTS

644 7067

RELOCATE SM RD SN SUP&AM TY S80

EA 3.000 46 DOLLARS

and CENTS

647 7002

RELOCATE LRSA

EA 3.000 47 DOLLARS

and CENTS

647 7003

REMOVE LRSA

EA 1.000 48 DOLLARS

and CENTS

658 7012

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

EA 427.000 49 DOLLARS

and CENTS

658 7018

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

EA 29.000 50 DOLLARS

and CENTS

658 7317

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

EA 7.000 51 DOLLARS

and CENTS

658 7321

INSTL OM LG RD SIGN (2-OM-PW)Y

EA 3.000 52 DOLLARS

4-6

WILLIAMSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

658 7323

REPLC OM SM RD SIGN (1-OM-PW)Y

EA 1.000 53 DOLLARS

and CENTS

666 7024

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

LF 898.000 54 DOLLARS

and CENTS

666 7030

REFL PAV MRK TY I (W)12"(SLD)(100MIL)

LF 795.000 55 DOLLARS

and CENTS

666 7042

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

EA 4.000 56 DOLLARS

and CENTS

666 7066

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

EA 4.000 57 DOLLARS

and CENTS

666 7175

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

LF 8,313.000 58 DOLLARS

and CENTS

666 7179

RE PM TY II (W) 8" (SLD)

LF 898.000 59 DOLLARS

and CENTS

666 7180

RE PM TY II (W) 12" (DOT)

LF 1,785.000 60 DOLLARS

and CENTS

666 7182

RE PM TY II (W) 12" (SLD)

LF 795.000 61 DOLLARS

and CENTS

666 7186

RE PM TY II (W) (ARROW)

EA 4.000 62 DOLLARS

and CENTS

666 7194

RE PM TY II (W) (WORD)

EA 4.000 63 DOLLARS

and CENTS

666 7213

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

LF 65.000 64 DOLLARS

and CENTS

666 7266

RE PROFILE PM TY I(W)6"(SLD)(100MIL)

LF 8,313.000 65 DOLLARS

5-6

WILLIAMSON 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 7270

RE PROFILE PM TY I(Y)6"(SLD)(100MIL)

LF 65.000 66 DOLLARS

and CENTS

666 7424

REFL PAV MRK TY I (W)12"(DOT)(100MIL)

LF 1,785.000 67 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 675.000 68 DOLLARS

and CENTS

672 7007

TRAFFIC BUTTON TY W

EA 5,766.000 69 DOLLARS

and CENTS

752 7009

TREE REMOVAL (30" - 36" DIA)

EA 1.000 70 DOLLARS

and CENTS

3006 7001

UNDERSEAL COURSE

GAL 4,083.000 71 DOLLARS

and CENTS

3007 7001

BONDING COURSE

GAL 3,011.000 72 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(788)

Highway IH 35 County WILLIAMSON

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:

WHITE, CURTIS WAYNE P.E.

March 20, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

113382

WHITE, CURTIS WAYNE

County: Williamson Sheet:

Highway: IH 35 Control: 0015-09-208

General Notes Sheet

GENERAL NOTES: Version: February 13, 2026

Item Description **Rate **204 Sprinkling

(Dust) (Item 132) (Item 247)

30 GAL/CY

30 GAL/CY

30 GAL/CY

**210 Rolling (Flat Wheel) (Item 247) (Item 316)

1 HR/200 TON

1 HR/6000 SY

**210 Rolling (Tamping and Heavy Tamping) 1 HR/200 CY **210 Rolling (Lt Pneumatic Tire)

(Item 132) (Item 247) (Item 316 - Seal Coat) (Item 316 - Two Course)

1 HR/500 CY

1 HR/200 TON

1 HR/6000 SY

1 HR/3000 SY

247 Flexible Base (CMP IN PLC) 132 LB/CF 310 Prime Coat 0.20 GAL/SY 314 Emulsified Asphalt Treatment (SS-1 or MS-2) 0.30 GAL/SY 316 Underseals Asphalts (Multi Option) 0.20 GAL/SY

Surface Treatments

Seal Coat

Grade 4

Asphalt 0.38 GAL/SY Aggregate 1 CY/120 SY Grade 5

Asphalt 0.32 GAL/SY Aggregate 1 CY/150 SY Two Course Surface Treatment

Asphalt 1st Application 0.28 GAL/SY Asphalt 2nd Application 0.24 GAL/SY Aggregate 1st Application Grade 4 1 CY/110 SY Aggregate 2nd Application Grade 4 1 CY/130 SY

341, 344 Dense-Graded Hot-Mix Asphalt and Superpave 110 LB/SY/IN 342 Permeable Friction Course (PFC) 90.0 LB/SY/IN 346 Stone-Matrix Asphalt 113 LB/SY/IN

Thin Overlay Mixtures (TOM)

SAC B

SAC A

113.0 LB/SY/IN

116.0LB/SY/IN

350 Microsurfacing 25 LB/SY 3002, 3019 Tack Coat 0.20 GAL/SY

3006 Underseal Course 0.20 GAL/SY 3007 Bonding Course 0.09 GAL/SY

Tack Coat 0.08 GAL/SY ** For Informational Purposes Only

GENERAL

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

Georgetown Kyle.Russell@txdot.gov Georgetown Jeremy.Mikes@txdot.gov

Questions and requests for documents will be accepted via the Letting Pre-Bid Q&A web page.

All questions and any corresponding responses that are generated will be posted through the same 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

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.

References to manufacturer’s trade name or catalog numbers are for the purpose of identification only. Similar materials from other manufacturers are permitted if they are of equal quality, comply with the specifications for this project, and are approved.

If work is performed at Contractor’s option, when inclement weather is impending, and the work is damaged by subsequent precipitation, the Contractor is responsible for all costs associated with replacing the work, if required.

The roadbed will be free of organic material prior to placing any section of the pavement structure.

Equip all construction equipment used in roadway work with highly visible omnidirectional flashing warning lights.

Intelligent Transportation Systems (ITS) Infrastructure may exist within the limits of this project and that the system must remain operational throughout construction. The exact location of ITS Infrastructure is not known. Contact the TxDOT Area Engineer's or Inspection Team's Office for the location(s) at least 72 hours before commencing any work that might affect present ITS Infrastructure. In the event of system damage, notify TxDOT/CTECC at (512) 974-0883 within one hour of occurrence. Refer to Item 6000 for additional details.

Provide a smooth, clean sawcut along the existing asphalt or concrete pavement structure, as directed. Consider subsidiary to the pertinent Items.

Construct all manholes/valves to final pavement elevations prior to the placement of final surface. If the manholes/valves are going to be exposed to traffic, place temporary asphalt around the manhole/valve to provide a 50:1 taper. The asphalt taper is subsidiary to the ACP work.

Keep the roadway free of debris and sediment caused by construction activities. Dispose of all material in accordance with federal, state, and local regulations. This work is subsidiary.

Damage to existing pipes and SET’s due to Contractor operations will be repaired at Contractor’s expense.

All locations used for storing construction equipment, materials, and stockpiles of any type, within the right of way, will be as directed. Use of right of way for these purposes will be restricted to those locations where driver sight distance to businesses and side street intersections is not obstructed and at other locations where an unsightly appearance will not exist. The Contractor will not have exclusive use of right of way but will cooperate in the use of the right of way with the city/county and various public utility companies as required.

Coordinate and obtain approval for all bridgework over existing roadways.

ITEM 5 – CONTROL OF THE WORK

Place construction or silt fence 2 ft. inside TxDOT ROW along the Railroad ROW. If work is to be performed inside the Railroad ROW, then the Contractor will coordinate with the Railroad for a Railroad Flagger. This work is subsidiary.

Place construction stakes at intervals of no more than 100 ft. This work is subsidiary.

Electronic Shop Drawing Submittals.

Submit electronic shop drawing submittals according to the current Guide to Electronic Shop Drawing Submittal which can be found online at, https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html.

Pre-approved producers can be found online at, https://www.txdot.gov/business/resources/materials/material-producer-list.html.

Use the following contact list for all submittals that are not required to be sent to Bridge Division and to copy the Engineer for all submittals to the Bridge Division.

Submittal Contact List Georgetown Jeremy.Mikes@txdot.gov AUS_GE-ShopReview@txdot.gov

Alignment and Profile.

Unless shown in the plans, profile and alignment data for roadways being overlaid or widened are for design verification only. Provide survey and construct the roadway in accordance with the typical section. Bid items and data may be provided to adjust cross slope and super elevations.

ITEM 6 - CONTROL OF MATERIALS

Give a minimum of 1 business day notice for materials, which require inspection at the Plant.

For structures with paint containing hazardous materials, provide locations of material removal 60 days prior to begin removal. For metal elements to be removed, mechanical shear or unbolting for removal and disposal does not require paint abatement but requires 60-day advance notice.

For removal, tie, or tap of asbestos concrete (AC) pipe, contact TxDOT and the local utility company 60 days prior to performing the work. Expose the AC pipe to provide a minimum of 1

ft. of clearance around the top and sides. A minimal amount of soil may remain around the AC pipe to avoid disturbance. The local utility company will be responsible for the demo notice to DSHS and removal of the AC pipe. Tie or tap into existing AC pipe may require removing an entire section of pipe from collar to collar and replacement of pipe with new pipe using existing bid items.

Storage of Material Near Structures Do not store equipment or flammable material within 100 ft. of bridges, culverts, or near their openings (portals). Flammable materials include all material that is not metal or aluminum.

Form/Falsework Removal Strength Testing Request additional compressive strength samples for removal of forms and falsework. Projects with more than 500 CY of structural class concrete, a flat fee of $50.00 per sample will be reimbursed to the Department by a deduction from the Contractor's monthly pay estimate.

ITEM 7 – LEGAL RELATIONS AND RESPONSIBILITIES

The Department will coordinate with TDLR regarding pedestrian elements and sidewalks required by the plans. The Contractor will coordinate with TDLR to procure and provide all permits, licenses, and inspections; pay all charges, fees, and taxes regarding field offices and laboratories.

Roadway closures during key dates, significant traffic generators, and/or special events are prohibited. See notes for Item 502 for the key dates and/or special events.

Refer to the Environmental Permits, Issues and Commitments (EPIC) plan sheets for additional requirements and permits.

When any abandoned well is encountered, cease construction operations in this area and notify the Engineer who will coordinate the proper plugging procedures. A water well driller licensed in the State of Texas must be used to plug a well.

Perform maintenance of vehicles or equipment at designated maintenance sites. Keep a spill kit on-site during fueling and maintenance. This work is subsidiary.

Maintain positive drainage for permanent and temporary work for the duration of the project. Be responsible for any items associated with the temporary or interim drainage and all related maintenance. This work is subsidiary.

Suspend all activities near any significant recharge features, such as sinkholes, caves, or any other subterranean openings that are discovered during construction or core sampling. Do not proceed until the designated Geologist or TCEQ representative is present to evaluate and approve remedial action.

Locate aboveground storage tanks kept on-site for construction purposes in a contained area as to not allow any exposure to soils. The containment will be sized to capture 150% of the total capacity of the storage tanks.

PSL in Edwards Aquifer Recharge and Contributing Zone.

Obtain written approval from the Engineer for all on or off right of way PSLs not specifically addressed in the plans. Provide a signed sketch of the location 30 business days prior to use of the PSL. Include a list of materials, equipment and portable facilities that will be stored at the PSL. TxDOT will coordinate with the necessary agencies. Approval of the PSL is not guaranteed. Un approved PSL is not a compensable impact.

Work within a USACE Jurisdictional Area.

Do not initiate activities within a U.S. Army Corps of Engineers (USACE) jurisdictional area that have 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. Obtain written approval from the Engineer for activities not specifically addressed in the plans. Provide a signed sketch and description of the location 60 business days prior to begin work at the location. Complete and return any forms provided by TxDOT. Approval of the work is not guaranteed. Un approved work is not a compensable impact.

Work over or near Bodies of Water (lakes, rivers, ponds, creeks, dry waterways, etc.).

Keep on site a universal spill kit adequate for the body of water and the work being performed.

Debris is not allowed to fall into the ordinary high-water level (OHWL). Debris that falls into the OHWL must be removed at the end of each workday. Debris that falls into the floodway must be removed at the end of each work week or prior to a rain event. When not in use and at the end of each work shift, all material and equipment must be stored more than 100 ft. away from the ordinary high-water mark. This work is subsidiary.

Install and maintain traffic control devices to maintain a navigable corridor for water traffic.

Install devices to restrict water traffic during bridge demo and beam placement. This work is subsidiary.

Prior to begin construction, install construction fence, silt fence, rock filter dam, or other temporary barrier from ROW to ROW at a distance 25 feet from the OHWL. This barrier is used to deter construction equipment and personnel from accessing the waterway. Use items that exist in the plans to create the barrier. If items do not exist, payment will be paid using force account in accordance with Item 9.7, “Payment for Extra Work and Force Account Method.” Sections of the barrier may be removed and replaced to access the work shown on the plans. Upon completion of the work located within the barrier, the barrier must be restored ROW to ROW and remain until the project is complete.

Equipment is not allowed to access the area below the OHWL. If allowed to access the area below the OHWL, provide a 14-calendar day notice to the Engineer prior to accessing the water with equipment. Provide a sketch of the pad that will be placed in the water to support the equipment. The pad should be made of 3 in. x 5 in. rock or other material that can be removed when the work is complete. All pads thicker than 2 ft. shall be enclosed by portable concrete traffic barrier to help contain the material. This work is subsidiary.

Equipment is not allowed to cross the waterway from bank to bank. If allowed to cross the water, provide a 14-calendar day notice to the Engineer prior to installing a temporary crossing. The crossing shall be constructed in accordance with the AUS district temporary stream crossing detail. Temporary crossing may not remain in place longer than 12 months unless approved by the Engineer. All work that utilizes the temporary crossing must be completed within 12 months. This work is subsidiary.

DSHS Asbestos and Demolition Notification.

Complete and provide the Texas Department of State Health Services (DSHS) notification form to the Engineer and email to AUS_BRG_Notify@txdot.gov at least 30 calendar days prior to bridge removal or renovation for each phase or step of work. Notify the Engineer via email of any changes to the work start and end dates.

Birds and bats may be nesting within the project limits and concentrated on roadway structures such as bridges and culverts. Remove all old and unoccupied migratory bird nests from any structures, trees, etc. between September 16 and February 28. Prevent migratory birds from re-nesting between March 1 and September 15. Prevention shall include all areas within 25 ft. of proposed work. All methods used for the removal of old nesting areas and the prevention of re-nesting must be submitted to TxDOT 30 business days prior to begin work. This work is subsidiary.

If active nests are encountered on-site during construction, all construction activity within 25 ft.

of the nest must stop. Contact the Engineer to determine how to proceed.

Tree and Brush Trimming and Removal.

Work will be conducted September 16 thru February 28. Work conducted outside this timeframe will require a bird survey. Submit a survey request to TxDOT 30 business days prior to begin work.

If within the removal time period, removal work may be conducted during delayed start period using proper traffic control per TCP standards.

Upon begin removal operations, all removal work for the project must be completed within 21 calendar days. Completion of removal includes removing from ROW or mulching of all debris.

No extension of time or compensation will be granted for a delay or suspension due to the above bird, bat, and tree/brush requirements.

Law Enforcement Personnel.

Submit charge summary and invoices using the Department forms.

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

No payment will be made for law enforcement personnel needed for moving equipment or payment for drive time to/from the event site. A minimum number of hours is not guaranteed.

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

A maximum combined rate of $85 per hour for the law enforcement personnel and the patrol vehicle will be allowed. Any scheduling fee is subsidiary per Standard Specification 502.4.2.

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

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

ITEM 8 – PROSECUTION AND PROGRESS

Lane Closure Assessment Fee.

The monthly estimate will be deducted a fee per 15-minute interval according to the following schedule for each closure or obstruction that extends beyond the allowable closure time. Fee will be based on Annual Average Daily Traffic (AADT) of the roadway. Use AADT information as shown on the plans. If AADT is not found on the plans please use TxDOT – Statewide Planning Map, https://www.txdot.gov/apps/statewide_mapping/StatewidePlanningMap.html. Ramp and direct connector AADT will be based on the main lane AADT. If the roadway has a peak direction of traffic, the Engineer may reduce the fee by 25 percent for off-peak direction of traffic for up to 30 minutes.

AADT Lane Closure Assessment

More than To and Including Fee (per lane per 15 minutes) 0 10000 $150.00

10000 20000 $300.00 20000 40000 $600.00 40000 60000 $900.00 60000 80000 $1,200.00 80000 100000 $1,500.00 100000 $1,800.00

All of IH 35 Mainlanes $2,000.00

ITEM 100 - PREPARING RIGHT OF WAY

Prep ROW must not begin until accessible trees designated for preservation have been protected, items listed in the EPIC have been addressed, and SWP3 controls installed in accessible areas.

Backfill material will be Type B Embankment using ordinary compaction.

Follow Item 752.4 Work Methods and Item 752 general notes when removing or working on or near trees and brush.

Unless shown otherwise in the plans or a designated non-mow area, perform trimming or removal for areas within 30 ft. of edge of pavement under construction. Trim or remove to provide minimum of 5 ft. of horizontal clearance and 7 ft. of vertical clearance for the following:

sidewalks, paths, guard fence, rails, signs, object markers, and structures. Trim to provide a minimum of 14 ft. vertical clearance under all trees. This work is subsidiary.

ITEM 105 – REMOVING TREATED AND UNTREATED BASE AND ASPHALT

PAVEMENT

Existing typical is based on information available. This typical may not account for all maintenance work such as overlays or pavement repairs. A change in material type or thickness does not warrant additional payment. Payment is full compensation for removing all material to the depth specified.

ITEM 110 – EXCAVATION

The Engineer will define unsuitable material.

ITEM 132 – ALL EMBANKMENT

At no time will the retaining wall backfill material exceed the adjacent embankment operation by more than one lift. At no time will the embankment adjacent to the retaining wall backfill exceed the wall backfill by any elevation. Embankment placed over the area of MSE backfill must meet the same backfill requirements for the type specified under Item 423.

The Engineer will define unsuitable material. Material which the Contractor might deem to be unsuitable due to moisture content will not be considered unsuitable material.

Prior to begin embankment of existing area, correct or replace unstable material to a depth of 6 in.

below existing grade. Embankment areas will be inspected prior to beginning work.

Rock or broken concrete produced by the project is allowed in earth embankments. The size of the rock or broken concrete will not exceed the layer thickness requirements in Section 132.3.4., “Compaction Methods.” The material will not be placed vertically within 5 ft. of the finished subgrade elevation.

Embankment placed vertically within 5 ft. of the finished subgrade elevation or within the edges of the subgrade and treated with lime, cement, or other calcium-based additives must have a sulfate content less than 3000 ppm. Allow 5 business days for testing. Treatment of sulfate material 3000 ppm to 7000 ppm requires 7 days of mellowing and continuous water curing, in accordance TxDOT guidelines for Treatment of Sulfate-Rich Soils and Bases in Pavement Structures (9/2005). Material over 7000 ppm is not allowed.

ITEM 132 – EMBANKMENT TY C

The Department must approve all Type C embankment material before use on the project. Do not furnish shale clays. Furnish embankment with sulfate content less than 3000 ppm if treated with calcium-based chemicals or within 5 ft. of the finished subgrade elevation. Existing material from within the project limits that meets the Type C Substitute requirements may substituted for Type C but is not allowed to substitute for C1, C2, or density-controlled material. Offsite material may be used to blend with onsite material to achieve the Type C requirements. The Type C substitute may also be existing material in accordance with 132 for rock embankment. The Type C substitute material may only be placed vertically beyond 5 ft. below the finished subgrade elevation or 5 ft.

beyond the edge of the subgrade.

Type C Percent Retained LL

Max

PI PI

3” #4 Max Min

0 MIN 45 55 20 6

Type C Substitute Percent Retained

PI

3” #4 Max

Max 10 10-90

ITEM 160 - TOPSOIL

Off-site topsoil will have a minimum PI of 25.

No Sandy Loam allowed.

Obtain approval of the actual depth of the topsoil sources for both on-site and off-site sources.

Construct topsoil stockpiles of no more than five (5) feet in height.

It is permissible to use topsoil dikes for erosion control berms within the right of way, as directed.

Seed or track slopes within 14 days of placement.

Salvage topsoil from sites of excavation and embankment. Maximum salvage depth is 6 inches.

Windrowing of topsoil obtained from the Right of Way (ROW) is not allowed.

ITEM 164 – SEEDING FOR EROSION CONTROL

Hydro mulch seeding will be allowed as a substitute for drill seeding if placed October 1 thru January 31. It may only be substituted in areas with a slope less than 1 in. vertical to 12 in.

horizontal. It may not be used in the bottom of a ditch or channel. Payment will be made using the existing drill seed item.

ITEM 168 – VEGETATIVE WATERING

Water all areas of project to be seeded or sodded.

Maintain the seedbed in a condition favorable for the growth of grass. Watering can be postponed immediately after a rainfall on the site of ½ inch or greater but will be resumed before the soil dries out. Continue watering until final acceptance.

Vegetative watering rates and quantities are based on ¼ inch of watering per week over a 3-month watering cycle. The actual rates used and paid for will be as directed and will be based on prevailing weather conditions to maintain the seedbed.

Obtain water at a source that is metered (furnish a current certification of the meter being used) or furnish the manufacturer’s specifications showing the tank capacity for each truck used.

Notify the Engineer, each day that watering takes place, before watering, so that meter readings or truck counts can be verified.

ITEM 169 – SOIL RETENTION BLANKETS

Type A blankets containing straw fibers are not allowed. Type B and D blankets shall be a spray type blanket.

ITEM 247 - FLEXIBLE BASE

The layer thickness will be 4 in. to 6 in. unless shown on the plans. Placing in a single layer is allowed when total thickness of base is 8 in. or less. When placed in multiple layers, compact the bottom and middle layers to at least 95% and 98% of the maximum dry density, respectively. When placed in a single layer or the final layer, compact to at least 100%.

Complete per plans the subgrade, ditches, slopes, and drainage structures prior to the placement of base.

Do not use a vibratory roller to compact base placed directly on top of a drainage structure.

Grade 4 will have the same material requirements as Grade 5 except minimum compressive strength at lateral pressure 3 psi will be 70 psi and at lateral pressure 15 psi will be 150 psi.

Grade 4 does not have a minimum compressive strength at lateral pressure 0 psi.

ITEM 300s – SURFACE COURSES AND PAVEMENTS For seal coat applications: Asphalt cements, cutback, performance-graded asphalt season is May 1 thru September 15. Emulsified asphalt season is April 1 thru October 15.

The latest work start date for asphalt season is August 1 when a date is required per special provision to Item 8.1.

Overlay and seal coat projects must include placement of surface material on the existing mailbox turnouts, including turnouts that are worn paths without a pavement structure. Apply a new surface and material as necessary to create a mailbox turnout with a cross slope that matches the adjacent pavement. Payment of work will be in accordance with the item for the type of material placed. If no bid item for payment is provided in the Contract, the work will be measured and paid for in accordance with Article 9.7., “Payment for Extra Work and Force Account Method.”

ITEM 310 – PRIME COAT

Apply blotter material to all driveways and intersections. This work is subsidiary.

When Multi Option is allowed, provide MC 30, EC 30 or AE-P. MC 30 is not allowed in Travis County.

Rolling to ensure penetration is required.

ITEMS 341 THRU 348 - HOT-MIX ASPHALT PAVEMENT

Core holes may be filled with an Asphaltic patching material meeting the requirements of DMS- 9203 or with SCM meeting requirements of DMS-9202.

Remove and dispose of off the ROW the audible/profile markings, reflectorized markings, and raised markers.

Install transverse butt joints with 50 ft. H: 1 in. V transition from the new ACP to the existing surface. Install a butt joint with 24 in. H: 1 in. V transition from the new ACP to a driveway, pullout or intersection. Saw cut the existing pavement at the butt joints. This work is subsidiary.

Use a device to create a maximum 3H:1V notched wedge joint on all longitudinal joints of 2 in.

or greater. This work is subsidiary.

Prior to milling, core the…