Control 3089-01-013 Project F 2026(772) Highway FM 3039 County KAUFMAN

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

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Highway FM 3039 County KAUFMAN

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Construct Pedestrian Infrastructure

KAUFMAN 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 79 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:

FIFTEEN THOUSAND AND 00/100 (Dollars) ( $15,000.00)

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 3089-01-013

Project F 2026(772)

Highway FM 3039

County KAUFMAN

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 3089-01-013 Project F 2026(772) Highway FM 3039 County KAUFMAN

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(772) Proposal Sheet

KAUFMAN 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 15.000 1 DOLLARS

and CENTS

104 7003

REMOV CONC (MOWSTRIP)

SY 132.000 2 DOLLARS

and CENTS

104 7006

REMOV CONC (RIPRAP)

SY 206.000 3 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 105.000 4 DOLLARS

and CENTS

132 7005

EMBANK (FNL)(OC)(TY C)

CY 659.000 5 DOLLARS

and CENTS

161 7002

COMPOST MANUF TOPSOIL (4")

SY 1,836.000 6 DOLLARS

and CENTS

162 7002

BLOCK SODDING

SY 1,836.000 7 DOLLARS

and CENTS

164 7015

DRILL SEED (TEMP_WARM_COOL)

SY 1,836.000 8 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 546.000 9 DOLLARS

and CENTS

403 7001

TEMPORARY SPL SHORING

SF 503.000 10 DOLLARS

and CENTS

420 7052

CL C CONC (RAIL FOUNDATION)

CY 16.000 11 DOLLARS

and CENTS

420 7067

CL C CONC (MISC)

CY 3.000 12 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 14.000 13 DOLLARS

and CENTS

1-5

KAUFMAN 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 7041

RIPRAP (STONE PROTECTION)(12 IN)

CY 398.000 14 DOLLARS

and CENTS

450 7032

RAIL (TY C221)

LF 103.000 15 DOLLARS

and CENTS

450 7062

RAIL (HANDRAIL)(TY E)

LF 110.000 16 DOLLARS

and CENTS

462 7093

CONC BOX CULV (10 FT X 10 FT)(EXTEND)

LF 20.000 17 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 10.000 18 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 99.000 19 DOLLARS

and CENTS

466 7210

WINGWALL (SW - 0) (HW=12 FT)

EA 1.000 20 DOLLARS

and CENTS

467 7305

SET (TY II) (18 IN) (RCP) (3: 1) (C)

EA 4.000 21 DOLLARS

and CENTS

467 7328

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

EA 9.000 22 DOLLARS

and CENTS

480 7001

CLEAN EXIST CULVERTS

EA 1.000 23 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 2.000 24 DOLLARS

and CENTS

496 7005

REMOV STR (WINGWALL)

EA 1.000 25 DOLLARS

and CENTS

496 7008

REMOV STR (BOX CULVERT)

LF 3.000 26 DOLLARS

2-5

KAUFMAN 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.

500 7001

MOBILIZATION

LS 1.000 27 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 5.000 28 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 2.000 29 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 79.000 30 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 5.000 31 DOLLARS

and CENTS

506 7002

ROCK FILTER DAMS (INSTALL) (TY 2)

LF 60.000 32 DOLLARS

and CENTS

506 7003

ROCK FILTER DAMS (INSTALL) (TY 3)

LF 60.000 33 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 120.000 34 DOLLARS

and CENTS

506 7020

CONSTRUCTION EXITS (INSTALL) (TY 1)

SY 176.000 35 DOLLARS

and CENTS

506 7024

CONSTRUCTION EXITS (REMOVE)

SY 176.000 36 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 964.000 37 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 964.000 38 DOLLARS

and CENTS

506 7044

BIODEG EROSN CONT LOGS (INSTL) (12")

LF 1,027.000 39 DOLLARS

3-5

KAUFMAN 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 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 1,027.000 40 DOLLARS

and CENTS

512 7009

PORT CTB (FUR & INST)(LOW PROF)(TY 1)

LF 140.000 41 DOLLARS

and CENTS

512 7010

PORT CTB (FUR & INST)(LOW PROF)(TY 2)

LF 40.000 42 DOLLARS

and CENTS

512 7057

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

LF 140.000 43 DOLLARS

and CENTS

512 7058

PORT CTB (REMOVE)(LOW PROF)(TY 2)

LF 40.000 44 DOLLARS

and CENTS

531 7001

CONC SIDEWALKS (4")

SY 324.000 45 DOLLARS

and CENTS

531 7026

CONCRETE SIDEWALK (RETAINING WALL)

CY 47.000 46 DOLLARS

and CENTS

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 138.000 47 DOLLARS

and CENTS

540 7005

MTL BEAM GD FEN TRANS (THRIE-BEAM)

EA 2.000 48 DOLLARS

and CENTS

542 7001

REMOVE METAL BEAM GUARD FENCE

LF 307.000 49 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 2.000 50 DOLLARS

and CENTS

544 7003

GUARDRAIL END TREATMENT (REMOVE)

EA 2.000 51 DOLLARS

and CENTS

636 7001

ALUMINUM SIGNS (TY A)

SF 23.500 52 DOLLARS

4-5

KAUFMAN 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.

644 7001

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

EA 2.000 53 DOLLARS

and CENTS

658 7019

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

EA 6.000 54 DOLLARS

and CENTS

658 7252

INSTL OM ASSM (OM-2Z)(WFLX)GNDLL(BI)

EA 6.000 55 DOLLARS

and CENTS

666 7036

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

LF 76.000 56 DOLLARS

and CENTS

666 7347

PAVEMENT SLER 6"

LF 32.000 57 DOLLARS

and CENTS

666 7352

PAVEMENT SLER 24"

LF 76.000 58 DOLLARS

and CENTS

666 7411

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

LF 16.000 59 DOLLARS

and CENTS

666 7423

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

LF 16.000 60 DOLLARS

and CENTS

677 7006

ELIM EXT PM & MRKS (12")

LF 87.000 61 DOLLARS

and CENTS

730 7019

FULL - WIDTH MOWING

CYC 2.000 62 DOLLARS

and CENTS

6073 7008

SOLAR-POWERED RRFB (ONE-WAY

WIRELESS)

EA 2.000 63 DOLLARS

5-5

CERTIFICATION OF INTEREST IN OTHER BID

PROPOSALS FOR THIS WORK

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

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

________ YES

________ NO

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

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

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

DISCLOSURE OF LOBBYING ACTIVITIES

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

1. Type of Federal Action:

a. contract

b. grant

c. cooperative agreement

d. loan

e. loan guarantee

f. loan insurance

2. Status of Federal Action:

a. bid/offer/application

b. initial award

c. post-award

3. Report Type:

a. initial filing

b. grant

For material change only:

year _______ quarter _____ date of last report ___________

4. Name and Address of Reporting Entity:

Prime Subawardee Tier __________, if known:

Congressional District, if known:

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

Congressional District, if known:

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

CFDA Number, if applicable: _____________________________

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

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

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

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

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

$ ___________________________ actual planned

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

a. retainer

b. one-time fee

c. commission

d. contingent fee

e. deferred

f. other; specify: _______________________________

12. Form of Payment (check all that apply)

a. cash

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

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

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

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

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

Signature: __________________________________________

Print Name: _________________________________________

Title: ______________________________________________

Telephone No: _____________________ Date: ___________

FEDERAL USE ONLY Authorized for Local Reproduction Standard Form - LLL

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

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

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

2. Identify the status of the covered Federal action.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB 0348-0046

CONTINUATION SHEET

Authorized for Local Reproduction

Standard Form - LLL-A

Reporting Entity: ____________________________________ Page ______ of ______

CONTRACTOR’S ASSURANCE

(Subcontracts-Federal Aid Projects)

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

Provisions for Subcontractors and will also physically attach the following:

Form FHWA 1273

Wage Rates

Special Provision 000-001

Special Provision 000-002

Special Provision 000-007

Required Contract Provisions Federal-Aid Construction

Contracts

All Construction Projects

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

Certificate of Nondiscrimination in Employment

Cargo Preference Act Requirements in Federal-Aid

11-25

ENGINEER SEAL

Project F 2026(772)

Highway FM 3039 County KAUFMAN

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:

Javier G. Cantu P.E.

April 16, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

101959

Javier G. Cantu

CSJ: 3089-01-013 Sheet

County: KAUFMAN

Highway: FM 3039

General Notes Sheet A

SPECIFICATION DATA

Table 1: Soil Constants Requirements

Item Description Plasticity Index

Note Max Min

132 EMBANK (FNL)(OC)(TY C) 40 8 1

Note 1: Material excavated from the project must meet the PI requirements when used in the top 10 feet of embankment that supports the pavement structure or other locations shown in the plans. Do not use shale and obtain approval to incorporate shaley clay produced by the construction project.

Table 2: Basis of Estimate for Permanent Construction

Item Description Thickness Rate Quantity

162 Block Sod N/A See

Specifications 1836 SY

166 * Fertilizer (12-6-6) N/A 500 Lbs./Ac 0.10 Ton

168 Vegetative Watering (Warm)** N/A 12 TGL/Ac/Day 273 TGL

*For contractor’s information only **Use Summer rate for calculation, adjust for actual field conditions/temperatures as necessary.

See Vegetation Establishment Plan Sheet for estimated daily rates.

Note:

(1) Base material weight based on 1.75 Ton/CY (dry- compacted)

Table 3: Basis of Estimate for Temporary Erosion Control Items

Item Description Rate Quantity

164 Drill Seed (Temp_Warm_Cool) See Specifications 1836 SY

166* Fertilizer (12-6-6) 500 Lb/Ac 0.10 Ton

168 Vegetative Watering (Warm)** 12 TGL/Ac/Day 273 TGL

*For Contractor’s Information Only.

**Use Summer rate for calculation, adjust for Actual Field Conditions/Temperatures as Necessary. See Vegetation Establishment Sheet for estimated daily rates.

Highway: FM 3039

General Notes Sheet B

GENERAL

The construction, operation and maintenance of the proposed project will be consistent with the state implementation plan as prepared by the Texas Commission on Environmental Quality.

The disturbed area for this project, as shown on the plans is 0.404 acres. However, the Total Disturbed Area (TDA) will establish the required authorization for storm water discharges. The TDA of this project will be determined by the sum of the disturbed area in all project locations in the contract, and all disturbed area on all Project-Specific Locations (PSL) located in the project limits and/or within 1 mile of the project limits. The department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction site as shown on the plans, according to the TDA of the project. The contractor will obtain any required authorization from the TCEQ for the discharge of storm water from any PSL for construction support activities on or off of the project row according to the TDA of the project.

When the TDA for the project exceeds 1 acre, provide a copy of the appropriate application of permit (NOI, or Construction Site Notice) to the engineer, for any PSL located in the project limits or within 1 mile of the project limits. Follow the directives and adhere to all requirements set forth in the TCEQ, Texas Pollution Discharge Elimination System, Construction General Permit (TPDES, CGP).

This project required permits with environmental resources agencies. There is a high probability that an environmentally sensitive area could be encountered on the contractor designated Project-Specific Locations (PSL) for this project (haul roads, equipment staging areas, borrow pits, disposal sites, field offices, storage areas, parking areas, etc.). Item 7.6 “Project-Specific Locations”, provides a listing of regulatory agencies that may need to be contacted regarding this project.

Leave all right of way areas undisturbed until actual construction is to be performed in said areas.

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

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors or Contractor questions on this project are to be addressed to the following individual(s):

Nicholas Wadlington P.E. Nicholas.Wadlington@txdot.gov Cody Jolley P.E. Cody.Jolley@txdot.gov

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

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

The Letting Pre-Bid Q&A web page for each project can be accessed by using the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the

Highway: FM 3039

General Notes Sheet C 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.

Cross sections may be requested by posting a question to the above Letting Pre-Bid Q&A web page. This data is for non-construction purposes only and it is the responsibility of the prospective bidder to validate the enclosed data with appropriate plans, specifications and estimate for the project(s).

Item 5:

Underground utilities owned by the Texas Department of Transportation may be present within the Right-Of-Way on this project. For signal, illumination, surveillance, and communications & control maintained by TxDOT, call the TxDOT Traffic Signal Office (214-320-6682) for locates a minimum of 48 hours in advance of excavation. For irrigation systems, call TxDOT Landscape Office (214-320-6205) for locates a minimum of 48 hours in advance of excavation. If city or town owned irrigation facilities are present, call the appropriate department of the local city or town a minimum of 48 hours in advance of excavation. The Contractor is liable for all damages when utilities are damaged due to Contractor’s negligence including, but not limited to, repair or replacement at the Contractor’s expense.

For the project to be deemed complete, permanently stabilize all unpaved disturbed areas of the project with a vegetative cover at a minimum of 70% density for the control of erosion.

Place construction stakes/station markings at intervals of no more than 100 feet or as directed by the Engineer. Place stakes and markings so as not to interfere with normal construction operations.

Submit all shop drawings, working drawings, or other documents which require review sufficiently in advance of scheduled construction to allow no less than thirty (30) calendar days for review and response.

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

Item 7:

Repair or replace any structures and utilities that might have been damaged by negligence or a failure to have utility locates performed.

Holiday restrictions – The Engineer may decide that no lane closures or construction operations shall be allowed during the restricted periods listed in the following holiday schedule. TxDOT has the right to lengthen, shorten, or otherwise modify these restricted periods as actual, or expected, traffic conditions may warrant. Working days will not be charged for these restricted periods. No additional compensation will be allowed for these closures (i.e., overhead, delays, stand-by, barricades or any other associated cost impacts).

Highway: FM 3039

General Notes Sheet D

• New Year’s Eve and Day (5 am on December 31 thru 10:00 pm January 1)

• Easter Holiday weekend (5 am on Friday thru 10:00 pm Sunday)

• Memorial Day weekend (5 am on Friday thru 10:00pm Monday)

• Independence Day (5 am on July 3 thru 10:00 pm on July 5)

• Labor Day weekend (5 am on Friday thru 10:00 pm Monday)

• Thanksgiving Holiday (5 am on Wednesday thru 10:00 pm Sunday)

• Christmas Holiday (5 am on December 23 thru 10:00 pm December 26)

No significant traffic generator events identified.

Item 8:

This Project will be a Standard Workweek in accordance with Article 8.3.1.4

Nighttime work is allowed in accordance with Article 8.3.3.

Meet weekly with the engineer to notify him or her of planned work for the upcoming week.

Provide the engineer with a daily work schedule of planned work.

Critical Path Method (CPM) schedule in P6 format will be required for this project. Submit baseline schedule and obtain approval prior to beginning construction. The Estimate will be held if monthly schedule update is not submitted.

This project contains a 60-day convenience delay per the Item 8 special provision for contractor mobilization.

Per the Item 8 special provision, this project contains Lane Assessment Fees, see the table(s) under Item 502.

Item 100:

Remove the existing roadway small signs, delineators and object markers as shown on the plans, or as directed, during construction within the right of way. Small sign, delineator and object marker removals are subsidiary to this Item.

Neatly trim trees, overhanging branches, and all underbrush at the ROW line to produce 18’ vertical clearance within the limits of ROW.

The limits of preparing right of way will be measured from Sta. 9+00.00 to Sta. 24+00.00 along the centerline of FM 3039. No other Prep ROW areas will be considered for payment.

Item 104:

Sawing of concrete is not paid for directly, but is considered subsidiary to this item.

Items 110 and 132:

Excavated shale is not an acceptable material for embankment.

Highway: FM 3039

General Notes Sheet E

Scarify and loosen the excavated areas, unpaved surface areas, except rock, to a depth of at least 8 inches and compact in accordance with the specifications.

Excavation and embankment for driveways, sleeper slabs, alleys and intersections will not be paid for directly, but will be considered subsidiary to these items.

Item 132:

Excavated material from the project site has not been determined to be suitable for embankment. The bidder assumes all risk for the use of excavated materials for embankment and is expected to meet all material requirements for embankment regardless of the source.

Perform Tex-106-E (Plasticity Index) by an approved laboratory on excavated soils from sources outside right of way when used in roadway embankment. Provide the test results at no expense to the department. The engineer will sample and test soils produced by the construction project for specification requirements or material sources specified in the plans.

Earth embankment Type C is mainly composed of material other than shale. Furnish material that is free from vegetation or other objectionable material and that conforms to the requirements of Table 1 (Sheet A). If necessary, treat material with lime slurry in accordance with Item 260, “Lime Treatment (Road-Mixed)” in order to meet these requirements. Use Tex- 121-E, figure 1, page 4 to calculate the amount of lime required. When lime treated subgrade is specified, 3000 PPM is the maximum allowed sulfate content in the top 3 feet when material comes from borrow source. Follow recommendations of 260.4.4 for mixing and mellowing. The engineer will test material placed or excavated to a depth of one foot below and laterally to one foot outside the proposed treatment limit. Lime treatment of this material will not be paid for directly, but will be considered subsidiary to this item.

Do not use shaley clays in embankment unless approved in writing. RAP is not allowed in embankment unless otherwise approved.

Item 161:

Provide tickets representing quantity of compost delivered to site.

Sequence construction operations to salvage topsoil from one location and spread on areas ready to receive Compost Manufactured Topsoil (CMT). Keep stockpiling of topsoil to a minimum.

Use fertile clay or loam from the project site not more than six inches below natural grade as topsoil used in CMT.

Item 400:

Structural Excavation is not paid for directly but is considered subsidiary to pertinent Items unless otherwise shown on the plans.

When placing concrete storm drain pipe on slopes of greater than 10 percent, provide cement stabilized backfill to a depth shown on the plans.

Highway: FM 3039

General Notes Sheet F

Item 403:

If benching or sloping is proposed by the contractor where Temporary Special Shoring is called out in the plans, receive concurrence from the Engineer prior to performing the work. If temporary special shoring is needed that is not called out in the plans, request approval from the Engineer prior to proceeding with design and construction. Temporary special shoring not quantified in the plans and installed for the convenience of the contractor will not be paid.

Item 420:

Apply an ordinary surface finish to all concrete surfaces within 30 days from removal.

Item 421:

Furnish mix designs to the Engineer in a format compatible to the latest version of the Department’s Construction Management System (Site Manager). Mix Design templates will be provided by the Engineer.

Provide High Performance Concrete (HPC) of the class specified for the following bridge components: approach slabs, abutments, bents, columns, slabs, sidewalks and medians.

Provide High Performance Concrete (HPC) of the class specified for all railing and permanent concrete traffic barrier placed on bridges or approach slabs. HPC concrete is not required for portions of rail or concrete traffic barrier not located on a bridge.

Provide sulfate resistant concrete for box culverts and all drilled shafts.

Supply the Engineer with a list of certified personnel and copies of their current ACI certificates before beginning production and when personnel changes are made. Supply hard copies of calibration reports for testing equipment when required by the Engineer.

Deliver Department test specimens to curing facilities within 24 to 48 hours after molding unless otherwise directed. The Department will remove molds and place in curing tanks.

Item 440:

Provide reinforcing steel with epoxy coating meeting the requirements of item 440 for the following bridge components: approach slab, slab, sidewalk, median, concrete traffic barrier, and rail. Alternative materials will be considered as shown in the TXDOT Bridge Design Manual- LRFD Chapter 3 Section 2.

Epoxy coated reinforcing is not required for portions of rail or concrete traffic barrier not located on a bridge.

For bridge widening, existing uncoated reinforcing in the slab exposed during slab removal shall receive an abrasive blast cleaning followed closely by an application of BASF Emaco P25, Sika Armatec 110 EpoCem or Euclid Duralprep A.C. Perform all work in accordance with manufacturer’s specifications. Cleaning and coating operations must be performed no more than 7 days prior to placement of the concrete. In the event more than 7 days is required between initial coating and slab placement, the contractor shall apply a second coat of the same

Highway: FM 3039

General Notes Sheet G material used initially to the bars approximately 1 day prior to placement of the concrete. This work is considered subsidiary to the various bid items.

All ties, chairs and other appurtenances used with epoxy coated reinforcing shall be epoxy coated or non-metallic.

Fiber Reinforced Concrete (FRC) can be used as a substitute for Non-Structural Class Reinforced Concrete in Mow-Strip and Rip Rap Items as approved. FRC may also be used for other Non-Structural Class Reinforced Concrete Items as approved.

Item 442:

Use temperature Zone 1 for CVN testing.

Item 502:

The Contractor Force Account “Safety Contingency” that has been established for this project is intended to be utilized for work zone enhancements, to improve the effectiveness of the Traffic Control Plan, that could not be foreseen in the project planning and design stage. These enhancements will be mutually agreed upon by the Engineer and the Contractor’s Responsible Person based on weekly or more frequent traffic management reviews on the project. The Engineer may choose to use existing bid items if it does not slow the implementation of enhancement.

Access will be provided to all business and residences at all times. Coordinate with stakeholders where their access will be impacted by construction. Where turning radii are limited during phased construction at intersections, provide all weather surfaces such as RAP or base in turning movements to accommodate and to protect the traffic from edge drop-offs.

Materials, labor, maintenance and removal for these temporary accesses and radii will not be paid for directly but will be considered subsidiary to the various bid items.

The Contractor’s Responsible Person or designee must be able to respond on the project 24 hours/day, 7 days/week within 60 minutes from initial notification of a work zone issue for the duration of the project. The person must be knowledgeable of TxDOT Guidelines for traffic control devices and signs.

Provide written proposed lane closure information by 11:00 am on the business day prior to the proposed closures. Do not close lanes when this requirement is not met.

When excavation is required next to a pavement lane carrying traffic and the construction is not completed by the end of the workday, backfill against the edge of the pavement with at least a 3:1 slope using an acceptable material to support vehicular traffic. Carefully remove and dispose of this material when work resumes. Backfilling pavement edges, and the materials required for the work will be subsidiary to this item.

Place barricades and signs in locations that do not obstruct the sight distance of drivers entering the highway from driveways or side streets.

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General Notes Sheet H

When moving unlicensed equipment on or across any pavement or public highways, protect the pavement from all damage using an acceptable method.

As approved by the Engineer, provide uniformed off duty police officers that are licensed peace officers in the State of Texas during lane or ramp closures, night time work or other situations that indicate a need for additional traffic control to protect the traveling public or the construction workforce. Provide documentation such as payroll, log sheets with signatures and badge number, or invoices from the government entity providing the officers for reimbursement.

Complete the weekly tracking form provided by the department and submit invoices that agree with the tracking form for payment at the end of each month approved services were provided.

Reimbursement will not be made for coordination fees charged by any party.

Individual officers will not be allowed to work more than 14 continuous hours without a break of 8 consecutive hours.

Patrol vehicles must be clearly marked to correspond with the officer’s agency and equipped with appropriate permanently affixed red and blue flashing 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. Red and Blue flashing lights will be high intensity and visible from all angles.

Limit lane closures along FM 3039 to the hours between 9:00 am to 3:30 pm and 9:00 pm to 5:00

am. Work in other areas of the project is not restricted to this time frame.

Non-Freeway Lane Closure Assessment Fees

*No. of Lanes Closed **Cost Deduction/Hr

1 $5,000.00

2 $ 10,000.00

3 $ 15,000.00

4 $ 20,000.00

*Includes turn lanes at signalized intersections.

**Deducted costs will be prorated by rounding up to the nearest 15-minute increment.

Work in other areas of the project is not restricted to this time frame.

Traffic Control Plans with Lane Closures causing back-ups of 8 minutes or greater in duration will be modified by the Engineer up to and including removal of the lane closure.

Additional lanes may be closed, started earlier, or extended later with written permission of the Engineer.

Item 505:

The total number of truck mounted attenuators (TMAs) or trailer attenuators (TAs) required when utilizing the traffic control standards are shown in the tables below.

Highway: FM 3039

General Notes Sheet I

TCP 2 Series Scenario Required

TMA/TA

(2-1)-18 / (2-3)-23 All 1

(3-1)-13 All 1

The contractor will be responsible for determining if one or more of these operations will be ongoing at the same time to determine the total number of TMAs/TAs needed for the project.

Additional TMAs/TAs used that are not specified in the plans in which the contractor expects compensation will require prior approval from the Engineer.

Stationary TMA’s/TA’s will be only paid for by the operations classified in the TCP sheets as short term, short term stationary, intermediate term stationary and long term stationary. Mobile TMA’s/TA’s will only be paid for by the operations classified in the TCP standards as mobile operations. TMA’s/TA’s used for installation/removal of traffic control for a work area will be subsidiary to the TMA/TA used to perform the work.

Item 506:

Take all practicable precautions to prevent debris from being discharged into the Waters of Texas or a designated wetland. Install Best Management Practices before demolition begins and maintain them during the demolition. Remove any debris or construction material that escapes containment devices and are discharged into the restricted areas, before the next rain event or within 24 hours of the discharge.

If temporary construction stream crossings are allowed under a Nationwide Permit, submit in writing for approval the type and location of each temporary stream crossing. Use temporary bridges, timber mats, or other structurally sound and non-eroding material for temporary stream crossings. A temporary culvert crossing will consist of storm sewer pipes and 4- to 8-inch nominal size rock. Temporary stream crossings must not cause more than minimal changes to the hydraulic flow characteristics of the stream, increase flooding, or cause more than minimal degradation of water quality. Remove the temporary stream crossings in their entirety and return the affected areas to their pre-existing elevation. All work and materials use for temporary construction stream crossings will not be paid for directly but are subsidiary to pertinent Items.

Concrete Washouts are required per the CGP. The Concrete Washout Area(s) structural controls must consist of temporary berms, temporary shallow pits, and/or temporary storage tanks to prevent contaminated runoff and must be lined as to prevent contamination of underlying soil. Ensure pits properly maintained including removal of concrete as not to allow overflow. The location(s) of washout area will be approved by the Engineer. When washout pits are no longer needed, they will be removed and area will be restored to original condition. This work, materials and labor will not be measured or paid for directly but will be subsidiary to Item 506, “Temporary Erosion, Sedimentation, and Environmental Controls”.

Item 531:

Joint sealant is required when shown in the plans. This work will not be paid for directly but will be considered subsidiary to this Item.

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General Notes Sheet J

Item 540:

Furnish one type of post throughout the project except as specifically noted in the plans.

Item 636:

Provide two (2) sets of shop drawings for signs. The shop drawings shall conform to the details shown on the plans. The shop drawings shall show the details of the panels, wind beams, stiffeners, joint backing plates, splices, fasteners, brackets, and sign support connections. The shop drawings shall show letter types and sizes, interline spacing and message arrangements.

Affix a sign identification decal to the back of all signs and mark out the installation date in accordance with Item 636.

Removal of concrete foundations including steel shall be at full length for small and large sign assemblies, unless otherwise shown on the plans. Small sign removals are subsidiary to Item

100 - PREP ROW.

Unless otherwise shown on the plans, furnish and install all regulatory sign panels and mounting hardware for attachment to rectangular rapid flashing beacons (RRFB). Mount with Astro-Sign Brac, Signfix aluminum channel, or equal as approved by the Engineer.

Item 677:

A water blasting method approved by the Engineer will be the only method allowed for the removal of permanent and temporary pavement markings except on a sealcoat surface.

Item 730:

At the discretion of the Engineer, mow non-paved areas within the project prior to placement of permanent vegetation. Mow up to four (4) cycles per growing season.

Control : 3089-01-013 Project : F 2026(772)

KAUFMAN

FM 3039Highway :

County :

TEXAS DEPARTMENT OF TRANSPORTATION

GOVERNING SPECIFICATIONS AND SPECIAL PROVISIONS

ALL SPECIFICATIONS AND SPECIAL PROVISIONS APPLICABLE TO THIS PROJECT ARE

IDENTIFIED AS FOLLOWS:

STANDARD SPECIFICATIONS:

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

REMOVING CONCRETEITEM 104

EXCAVATION(132) ITEM 110

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

COMPOST(160) ITEM 161

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

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

VEGETATIVE WATERINGITEM 168

TEMPORARY SPECIAL SHORING(410) (411) ITEM 403

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

(448)

ITEM 420

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

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

CONCRETE BOX CULVERTS AND DRAINS(400) (402) (403) (420) (421) (422)

(424) (440) (464) (467) (476)

ITEM 462

REINFORCED CONCRETE PIPE(400) (402) (403) (420) (421) (424) (440) (467)

(476)

ITEM 464

HEADWALLS AND WINGWALLS(400) (420) (421) (432) (440) (464) ITEM 466

SAFETY END TREATMENT(400) (420) (421) (432) (440) (442) (445) (460) (464) ITEM 467

CLEANING EXISTING CULVERTSITEM 480

REMOVING STRUCTURESITEM 496

MOBILIZATIONITEM 500

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

PORTABLE CHANGEABLE MESSAGE SIGNITEM 503

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

TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS

(161) (432) (556)

ITEM 506

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

SIDEWALKS(104) (360) (420) (421) (440) (530) ITEM 531

METAL BEAM GUARD FENCE(421) (441) (445) (492) (529) ITEM 540

REMOVING METAL BEAM GUARD FENCEITEM 542

GUARDRAIL END TREATMENTSITEM 544

SIGNSITEM 636

ITEMS 1-9 INCL., GENERAL REQUIREMENTS AND COVENANTS

ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION

SEPTEMBER 1, 2024.

STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE

CONTRACT BY REFERENCE.

1-2

GENERAL :

THE ABOVE-LISTED SPECIFICATIONS ITEMS ARE THOSE UNDER WHICH

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

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

SPECIFICATION ITEMS, AND INCLUDING THE SPECIAL PROVISIONS LISTED

ABOVE, CONSTITUTE THE COMPLETE SPECIFICATIONS FOR THIS PROJECT.

SPECIAL PROVISIONS :

SPECIAL PROVISIONS WILL GOVERN AND TAKE PRECEDENCE OVER

THE…