8679727691 7 - City of Del Rio

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TABLE OF CONTENTS

1. Advertisement for Bids

2. Bid Bond

3. Contractor’s Assurance and City of Del Rio Forms

3-2 City of Del Rio Central Purchasing Department Vendor Information Form

3-3 Instructions for Certification

3-4 Notice to Vendors

3-5 Conflict of Interest Questionnaire (Form CIQ)

3-6 Debarment and Suspension Certification

3-7 IRS Form W-9

4. Proposal Form

5. Construction Agreement

6. Warranty Bond

7. Performance Bond

8. Payment Bond

9. DBE Requirements

10. Disclosure of Lobbying Activities

11. Child Support Statement

11-2 State of Texas Child Support Business Ownership Form

12. Non-collusion Statement

13. FHWA 1273

14. Wage Rates

15. Workers Compensation

16. General Notes

17. Supplemental Proposal Seal and Signature Sheet

18. Governing Specifications and Special Provisions

Local Government General Requirements and Covenants

Item 1L Abbreviations and Definitions

Item 2L Instructions to Bidders

Item 3L Award and Execution of Contract

Item 4L Scope of Work

Item 5L Control of the Work

Item 6L Control of Materials

Item 7L Legal Relations and Responsibilities

Item 8L Prosecution and Progress

Item 9L Measurement and Payment

Special Provisions

000-002L Nondiscrimination

000-003L Certification of Nondiscrimination in Employment

000-004L Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity

(Executive Order 11246)

000-005L Standard Federal Equal Employment Opportunity Construction Contract Specifications

(Executive Order 11246)

000-394 Disadvantaged Business Enterprise in Federal Aid Contracts

007-001L Legal Relations and Responsibilities

300-005 Asphalts, Oils, and Emulsions


TABLE OF CONTENTS


340-003 Dense-Graded Hot-Mix Asphalt (Small Quantity

341-003 Dense-Graded Hot-Mix Asphalt

462-002 Concrete Box Culverts and Drains

464-001 Reinforced Concrete Pipe

502-007 Barricades, Signs and Traffic Handlin

506-001L Schedule of Liquidated Damages

506-001L Temporary Erosion, Sedimentation, and Environmental Controls

666-007 Retroreflectorized Pavement Markings

1-1

Advertisement and Invitation for Bids

The City of Del Rio will receive sealed bids at the City of Del Rio Municipal Building, 109 W. Broadway, Del Rio,

Texas 78840, until 2:00 PM on November 9, 2020, for the reconstruction of ALDERETE DRIVE FROM FRONTERA

ROAD TO NICHOLSON STREET. All bids should be addressed to the City Secretary, Del Rio, Texas and must be

clearly marked on the outside of the SEALED package or envelope as follows:

CSJ: 0922-11-036 (ALDERETE DRIVE FROM FRONTERA ROAD TO NICHOLSON STREET)

The bids will be publicly opened and read aloud at the City’s Municipal Building, 109 West Broadway Street, Del

Rio, Texas on 2:00 PM on November 9, 2020.

A non-mandatory pre-bid meeting will be held October 26, 2020, at the City of Del Rio Municipal Building, 109 W.

Broadway, Del Rio, Texas 78840, starting at 2:00 PM.

Bids are invited for several items and quantities of work including, but not limited to, the following:

Excavation, removal of existing concrete pavement, embankment, cement treated subgrade, recycling

asphalt pavement, asphalt, concrete riprap, box culvert, reinforced concrete pipe, concrete wingwalls, safety

end treatments, erosion control measures, concrete driveways, asphalt driveways, reflective pavement

markings and other elements related to roadway construction as indicated on the plans and bid form.

Bid/Contract Documents, including Drawings and Technical Specifications are on file at 1104 West 10th St., Del Rio,

Texas 78840, (830) 774-8538. Bid Documents may be obtained through the City of Del Rio website at the address

https://www.cityofdelrio.com/government/departments/purchasing/bid-postings. Bidders should follow

the directions found on the Bid Postings web page in order to receive notifications from the city regarding the

posting.

A bid bond in the amount of 5% of the bid issued by an acceptable surety shall be submitted with each bid.

Construction Duration for the project will be 201 working days and will exclude weather days.

Bid/Contract Documents, including Drawings and Technical Specifications are also on file with AGC San Antonio

Chapter and Dodge Plans.

This project will be funded in part by the Federal Highway Administration. Attention is called to the fact that not

less than, the current federally determined prevailing (Davis-Bacon and Related Acts) wage rate, as issued by the

Secretary of Labor and State Statue and contained in the contract documents, must be paid on this project. In

addition, the successful bidder must ensure that employees and applicants for employment are not discriminated

against because of race, color, religion, sex, age or national origin.

The proposed contract is subject to 49 CFR Part 23 concerning the participation of Disadvantaged Business

Enterprises and is under and subject to Executive Order 11246 of September 24, 1965 and to Equal Opportunity

Clause contained in the bidding documents. The DBE goal established for the proposed contract is seven (7%)

percent of the dollar value of the contract.

The City of Del Rio reserves the right to reject any or all bids or to waive any informalities in the bidding. Bids may

be held by City of Del Rio for a period not to exceed 120 days from the date of the bid opening for the purpose of

reviewing the bids and investigating the bidder’s qualifications prior to the contract award and is subject to FHWA

funding availability. All contractors/subcontractors that are debarred, suspended or otherwise excluded from or

ineligible for participation on federal assistance programs may not undertake any activity in part or in full under

this project.

https://www.cityofdelrio.com/government/departments/purchasing/bid-postings

BID BOND

2-1

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 City of Del Rio, hereinafter called the Obligee, in the sum of not less

than two percent (5%) 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: 0922-11-036

PROJECT: CBI 2011(504)

HIGHWAY: CS

COUNTY: VAL VERDE

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)

*Attach Power of attorney (Surety) for Attorney-in-Fact

3-1

CONTROL: 0922-11-036


HIGHWAY: CS

COUNTY: VAL VERDE

CONTRACTOR’S ASSURANCE (Subcontracts-Federal Aid Projects)

By signing this proposal, the contractor is giving assurances that all subcontract agreements will

incorporate the Standard Specification and Special Provisions to Section 9L.9., Payment

Provisions for Subcontractors, all subcontract agreements exceeding $2,000 will incorporate

the applicable Wage Determination Decision, and all subcontract agreements will incorporate

the following:

Special Provision Certification of Nondiscrimination in Employment

Special Provision Notice of Requirement for Affirmative Action to

Ensure Equal Employment Opportunity (Executive

Order 11246)

Special Provision Standard Federal Equal Employment Opportunity

Construction Contract Specifications (Executive Order

11246)

Form FHWA 1273 Required Contract Provisions Federal-aid Construction

Contracts (Form FHWA 1273 must also be physically

attached to subcontracts and all lower-tier

subcontracts)

THE FORMS ON THE FOLLOWING PAGES ARE REQUIRED BY THE CITY OF DEL RIO

AND MUST BE INCLUDED IN THE SUBMITTED PROPOSAL.

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CONFLICT OF INTEREST QUESTIONNAIREFor vendor doing business with local governmental entity

FORM CIQ

OFFICE USE ONLY

Date Received

This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session.

This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor whohas a business relationship as defined by Section 176.001(1-a) with a local governmental entity and thevendor meets requirements under Section 176.006(a).

By law this questionnaire must be filed with the records administrator of the local governmental entity not laterthan the 7th business day after the date the vendor becomes aware of facts that require the statement to befiled. See Section 176.006(a-1), Local Government Code.

A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. Anoffense under this section is a misdemeanor.

1 Name of vendor who has a business relationship with local governmental entity.

2Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated

completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which

you became aware that the originally filed questionnaire was incomplete or inaccurate.)

3 Name of local government officer about whom the information is being disclosed.

Name of Officer

4 Describe each employment or other business relationship with the local government officer, or a family member of theofficer, as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer.Complete subparts A and B for each employment or business relationship described. Attach additional pages to this FormCIQ as necessary.

A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income,other than investment income, from the vendor?

Yes No

B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the directionof the local government officer or a family member of the officer AND the taxable income is not received from thelocal governmental entity?

Yes No

5Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation orother business entity with respect to which the local government officer serves as an officer or director, or holds an

6Check this box if the vendor has given the local government officer or a family member of the officer one or more giftsas described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1).

7

Signature of vendor doing business with the governmental entity Date

ownership interest of one percent or more.

Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015

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Form W-9(Rev. October 2018)Department of the Treasury Internal Revenue Service

Request for Taxpayer Identification Number and Certification

▶ Go to www.irs.gov/FormW9 for instructions and the latest information.

Give Form to the requester. Do not send to the IRS.

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1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank.

2 Business name/disregarded entity name, if different from above

3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the following seven boxes.

Individual/sole proprietor or single-member LLC

C Corporation S Corporation Partnership Trust/estate

Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ▶

Note: Check the appropriate box in the line above for the tax classification of the single-member owner. Do not check LLC if the LLC is classified as a single-member LLC that is disregarded from the owner unless the owner of the LLC is another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single-member LLC that is disregarded from the owner should check the appropriate box for the tax classification of its owner.

Other (see instructions) ▶

4 Exemptions (codes apply only to certain entities, not individuals; see instructions on page 3):

Exempt payee code (if any)

Exemption from FATCA reporting

code (if any)

(Applies to accounts maintained outside the U.S.)

5 Address (number, street, and apt. or suite no.) See instructions.

6 City, state, and ZIP code

Requester’s name and address (optional)

7 List account number(s) here (optional)

Part I Taxpayer Identification Number (TIN)Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later.

Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and Number To Give the Requester for guidelines on whose number to enter.

Social security number

– –

orEmployer identification number

–

Part II CertificationUnder penalties of perjury, I certify that:

1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue

Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and

3. I am a U.S. citizen or other U.S. person (defined below); and

4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct.

Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part II, later.

Sign Here

Signature of U.S. person ▶ Date ▶

General InstructionsSection references are to the Internal Revenue Code unless otherwise noted.

Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9.

Purpose of FormAn individual or entity (Form W-9 requester) who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (ITIN), adoption taxpayer identification number (ATIN), or employer identification number (EIN), to report on an information return the amount paid to you, or other amount reportable on an information return. Examples of information returns include, but are not limited to, the following.

• Form 1099-INT (interest earned or paid)

• Form 1099-DIV (dividends, including those from stocks or mutual funds)

• Form 1099-MISC (various types of income, prizes, awards, or gross proceeds)

• Form 1099-B (stock or mutual fund sales and certain other transactions by brokers)

• Form 1099-S (proceeds from real estate transactions)

• Form 1099-K (merchant card and third party network transactions)

• Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition)

• Form 1099-C (canceled debt)

• Form 1099-A (acquisition or abandonment of secured property)

Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN.

If you do not return Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What is backup withholding, later.

Cat. No. 10231X Form W-9 (Rev. 10-2018)

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4-1

PROPOSAL AND UNIT PRICE BID FORM

ALDERETE DRIVE

FROM FRONTERA ROAD TO NICHOLSON STREET

CITY OF DEL RIO, TEXAS

TO: CITY OF DEL RIO Date:_____________________

Attn: City Secretary

109 West Broadway

Del Rio, Texas 78840

FOR: ALDERETE DRIVE FROM FRONTERA ROAD TO NICHOLSON STREET

Pursuant to the foregoing "Notice to Bidders" the undersigned bidder, having thoroughly examined the Contract

Documents, the site(s) of the project and understanding the amount of work to be done and the prevailing

conditions, hereby proposes to fully complete all of, the work and requirements (including furnishing all necessary

superintendence, labor, machinery, equipment, tools and materials), as provided in the Plans, Specifications and

Contract Documents and binds himself, upon acceptance of this proposal, to execute a contract and bonds, and to

furnish all required guarantees (according to the accompanying forms) and to complete the work within the required

time and for the following prices to-wit:

Base Bid –

BID

ITEM

DESC

CODE

BID ITEM DESCRIPTION

(BID PRICE WRITTEN IN WORDS) UNIT QTY UNIT PRICE AMOUNT BID

100 6002

PREPARING ROW

__________________ DOLLARS &

______________ CENTS PER STATION

STA 85.5

$________ $__________

104 6009

REMOVING CONCRETE (RIPRAP)

__________________ DOLLARS &

___________ CENTS PER SQUARE YARD

SY 24

$________ $__________

104 6015

REMOVING CONCRETE (SIDEWALKS)

__________________ DOLLARS &


SY 31

$________ $__________

104 6017

REMOVING CONCRETE (DRIVEWAYS)

__________________ DOLLARS &


SY 280

$________ $__________

4-2

BID

ITEM

DESC

CODE



104 6021

REMOVING CONCRETE (CURB)

__________________ DOLLARS &

___________ CENTS PER LINEAR FEET

LF 260

$________ $__________

105 6096

REMOVE STABLIZED BASE AND ASPHALT PAVEMENT

(0” TO 12”)

__________________ DOLLARS &


SY 22,615

$________ $__________

110 6001

EXCAVATION (ROADWAY)

__________________ DOLLARS &

____________ CENTS PER CUBIC YARD

CY 16,354

$________ $__________

132 6006

EMBANKMENT (FINAL)(DENS CONT)(TY C)

__________________ DOLLARS &


CY 2,838

$________ $__________

164 6007

BROADCAST SEED (PERM)(URBAN)(CLAY)

__________________ DOLLARS &


SY 17,374

$________ $__________

164 6009

BROADCAST SEED (TEMP)(WARM)

__________________ DOLLARS &


SY 8,687

$________ $__________

164 6011

BROADCAST SEED (TEMP)(COOL)

__________________ DOLLARS &


SY 8,687

$________ $__________

275 6001

CEMENT

__________________ DOLLARS &

________________ CENTS PER TON

TON 858

$________ $__________

275 6010

CEMENT TREAT (SUBGRADE)(8”)

__________________ DOLLARS &


SY 27,117

$________ $__________

4-3

BID

ITEM

DESC

CODE



310 6009

PRIME COAT (MC-30)

__________________ DOLLARS &

______________ CENTS PER GALLON

GAL 3,507

$________ $__________

340 6014

DENSE-GRADED HOT-MIX ASPHALT TY-B PG70-22

__________________ DOLLARS &

______________ CENTS PER TON

GAL 7,254

$________ $__________

341 6028

DENSE-GRADED HOT-MIX ASPHALT TY-C PG70-22

__________________ DOLLARS &

______________ CENTS PER TON

GAL 2,879

$________ $__________

401 6001

FLOWABLE BACKFILL

__________________ DOLLARS &


CY 123

$________ $__________

432 6010

RIPRAP (CONC)(CL B)(5 IN)

__________________ DOLLARS &


CY 4

$________ $__________

432 6053

RIPRAP (CONC)(CHANNEL)(4 IN)

__________________ DOLLARS &


CY 910

$________ $__________

462 6001

CONC BOX CULV (3 FT X 2 FT)

__________________ DOLLARS &

____________ CENTS PER LINEAR FEET

LF 29

$________ $__________

462 6003


__________________ DOLLARS &


LF 515

$________ $__________

462 6006


__________________ DOLLARS &


LF 68

$________ $__________

4-4

BID

ITEM

DESC

CODE



464 6003

RCP PIPE (CL III)(18 IN)

__________________ DOLLARS &


LF 1,316

$________ $__________

464 6025

RC PIPE (CL V)(18 IN)

__________________ DOLLARS &


LF 96

$________ $__________

466 6178

WINGWALL (PW – 1)(HW=3 FT)

__________________ DOLLARS &

_______________ CENTS PER EACH

EA 1

$________ $__________

467 6105

SET(TY I)(S=3FT)(HW=3FT)(3:1)(C)

__________________ DOLLARS &


EA 2

$________

$________

467 6137

SET(TY I)(S=4FT)(HW=3FT)(3:1)(C)

__________________ DOLLARS &


EA 2

$________ $________

467 6142

SET (TY I)(S=4 FT)(HW=3 FT)(6:1)(P)

__________________ DOLLARS &


EA 32

$________ $__________

467 6174

SET (TY I)(S=5 FT)(HW=3 FT)(6:1)(P)

__________________ DOLLARS &


EA 8

$________ $__________

467 6363

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

__________________ DOLLARS &


EA 52

$________ $__________

502 6001

BARRICADES, SIGNS AND TRAFFIC HANDLING

__________________ DOLLARS &

______________ CENTS PER MONTH

MO 12

$________ $__________

4-5

BID

ITEM

DESC

CODE



506 6002

ROCK FILTER DAMS (INSTALL)(TY 2)

__________________ DOLLARS &

____________ CENTS PER LINEAR FOOT

LF 66

$________ $__________

506 6011

ROCK FILTER DAMS (REMOVE)

__________________ DOLLARS &


LF 66

$________ $__________

506 6038

TEMP SEDMT CONT FENCE (INSTALL)

__________________ DOLLARS &


LF 12,186

$________ $__________

506 6039

TEMP SEDMT CONT FENCE (REMOVE)

__________________ DOLLARS &


LF 12,186

$________ $__________

508 6001

CONSTRUCTING DETOURS

__________________ DOLLARS &

___________ CENTS PER SQAURE YARD

SY 5,588

$________ $__________

530 6004

DRIVEWAYS (CONC)

__________________ DOLLARS &


SY 424

$________ $__________

530 6005

DRIVEWAYS (ACP)

__________________ DOLLARS &


SY 2,169

$________ $__________

531 6003

CONC SIDEWALKS 6”

__________________ DOLLARS &


SY 42

$________ $__________

550 6013

CHAINLINK FENCE GATE (INSTALL)(6’x10’)

__________________ DOLLARS &


EA 1

$________ $________

4-6

BID

ITEM

DESC

CODE



560 6001

MAILBOX INSTALL-S (TWG-POST) TY 1

__________________ DOLLARS &


EA 9

$________ $__________

560 6003

MAILBOX INSTALL-M (TWG-POST) TY 1

__________________ DOLLARS &


EA 1

$________ $__________

560 6015

MAILBOX INSTALL-S (TIM-POST) TY 5

__________________ DOLLARS &


EA 6

$________ $__________

560 6026

MAILBOX INSTALL-S (MASONRY)

__________________ DOLLARS &


EA 4

$________ $__________

658 6048

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

__________________ DOLLARS &


EA 10

$________ $__________

666 6048

REFL PAV MRK TY I (W)24”(SLD)(100MIL)

__________________ DOLLARS &


LF 50

$________ $__________

666 6054

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

__________________ DOLLARS &


EA 2

$________ $__________

666 6087

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

__________________ DOLLARS &

___________ CENTS PER SQUARE FOOT

SF 700

$________ $__________

666 6303

RE PM W/RET REQ TY I (W)4”(SLD)(100MIL)

__________________ DOLLARS &


LF 17,196

$________ $__________

4-7

BID

ITEM

DESC

CODE



666 6312

RE PM W/RET REQ TY I (Y)4”(BRK)(100MIL)

__________________ DOLLARS &


LF 2,138

$________ $__________

672 6009

REFL PAV MRKR TY II A-A

__________________ DOLLARS &


EA 107

$________ $__________

760 6001

DITCH CLEANING AND RESHAPING (FOOT)

__________________ DOLLARS &


CY 87

$________ $__________

BASE CONSTRUCTION COST $_____________________

4-8

Within 30 days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver

bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid

security in the amount of 5% is to become the property of the Owner in the event the contract and bonds are not

executed and delivered within the time above set forth, as liquidated damages for the delay and additional work

caused thereby.

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.

Contractor agrees and covenants that all work hereunder shall be complete within 201 WORKING DAYS following

notice to proceed.

By signing the proposal the bidder certifies:

1. he 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: ____________________________________

Company: __________________________________

Address: ___________________________________

___________________________________________

Telephone: __________________________________

Fax: _______________________________________

Federal ID Number: __________________________

The undersigned bidder acknowledges receipt of the following Addenda: (If none is received, then write NONE across

the blanks.)

Addendum No. 1 Date Received: __________________ By: ___________________________



SEAL

(if Corporation)

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9-1

CONTROL: 0922-11-036


HIGHWAY: CS

COUNTY: VAL VERDE

DISADVANTAGED BUSINESS ENTERPRISES REQUIREMENTS

The following goal for disadvantaged business enterprises is established:

DBE

_7_%

Certification of DBE Goal Attainment

By signing the proposal, the Bidder certifies that the above DBE goal will be met by obtaining commitments equal to or exceeding the DBE percentage or that the Bidder will provide a good faith effort to substantiate the attempt to meet the goal.

Failure to provide commitments to meet the stated goal or provide a satisfactory good faith effort will be considered a breach of the requirements of the proposal. As a result, the bid proposal guaranty of the bidder will become property of the Department and the Bidder will be excluded for rebidding on the project when it is re-advertised.

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Standard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas

TEXAS COUNTIES IDENTIFIED BYWAGE RATE ZONES: , , , , , , 8, 4, 5, 7, 8, , , , ,

County Name Zone County Name Zone County Name Zone County Name ZoneAnderson 8 Donley Karnes 7 ReaganAndrews Duval Kaufman 5 RealAngelina 8 Eastland Kendall Red River 8Aransas Ector Kenedy Reeves 8Archer 5 Edwards 8 Kent Refugio 7Armstrong El Paso 4 Kerr 7 RobertsAtascosa Ellis 5 Kimble RobertsonAustin Erath 8 King Rockwall 5Bailey Falls 8 Kinney 8 RunnelsBandera Fannin 8 Kleberg 7 RuskBastrop Fayette 7 Knox Sabine 8Baylor Fisher Lamar 8 San Augustine 8Bee 7 Floyd Lamb San JacintoBell Foard Lampasas San PatricioBexar Fort Bend LaSalle San SabaBlanco 7 Franklin 8 Lavaca 7 SchleicherBorden Freestone 8 Lee 7 ScurryBosque 8 Frio 7 Leon 8 ShackelfordBowie Gaines Liberty Shelby 8Brazoria Galveston Limestone ShermanBrazos Garza Lipscomb SmithBrewster 8 Gillespie 7 Live Oak Somervell 8Briscoe Glasscock Llano 7 StarrBrooks Goliad Loving StephensBrown Gonzales 7 Lubbock SterlingBurleson Gray Lynn StonewallBurnet 7 Grayson 5 Madison 8 Sutton 8Caldwell Gregg Marion 8 SwisherCalhoun Grimes 8 Martin Tarrant 5Callahan 5 Guadalupe Mason 7 TaylorCameron Hale Matagorda 7 Terrell 8Camp 8 Hall Maverick TerryCarson Hamilton 8 McCulloch ThrockmortonCass 8 Hansford McLennan Titus 8Castro Hardeman McMullen Tom GreenChambers Hardin Medina TravisCherokee 8 Harris Menard Trinity 8Childress Harrison Midland Tyler 8Clay 5 Hartley Milam 8 UpshurCochran Haskell Mills UptonCoke Hays Mitchell UvaldeColeman Hemphill Montague Val Verde 8Collin 5 Henderson 8 Montgomery Van Zandt 8Collingsworth Hidalgo Moore VictoriaColorado 7 Hill 8 Morris 8 Walker 8Comal Hockley Motley WallerComanche Hood 8 Nacogdoches 8 WardConcho Hopkins 8 Navarro 8 Washington 8Cooke Houston 8 Newton 8 WebbCoryell Howard Nolan Wharton 7Cottle Hudspeth 8 Nueces WheelerCrane Hunt 5 Ochiltree WichitaCrockett 8 Hutchinson Oldham WilbargerCrosby Irion Orange WillacyCulberson 8 Jack 8 Palo Pinto 8 WilliamsonDallam Jackson 7 Panola 8 WilsonDallas 5 Jasper 8 Parker 5 WinklerDawson Jeff Davis 8 Parmer Wise 5Deaf Smith Jefferson Pecos 8 Wood 8Delta 5 Jim Hogg Polk 8 YoakumDenton 5 Jim Wells 7 Potter YoungDeWitt 7 Johnson 5 Presidio 8 ZapataDickens Jones 5 Rains 8 ZavalaDimmit Randall

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Project Number: CBI 2011 (504) County: Val Verde Control: 0922-11-036 Highway: CS

General Notes Sheet A

GENERAL NOTES: Item 5 - Control of the Work

The Contractor shall maintain and preserve the integrity of all “existing survey markers” by avoiding the disturbance of such markers; which include all control points (horizontal and/or vertical), stakes, marks, and right-of-way markers. The Department will repair all Contractor disturbed control points, stakes, marks, and right-of-way markers. The cost for any and all repairs to the “existing survey markers” will be deducted from money due or to become due to the Contractor.

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

Prior to contract letting, bidders may obtain a free computer diskette or a computerized transfer of files (from the Engineer’s office) that contains the earthwork information. If copies of the actual cross-sections in addition to, or instead of, the diskette are requested, they will be available at the Engineers office for borrowing by copying companies for the purpose of making copies for the bidder at the bidder’s expense.

Contact the Laredo District Signal Section (956-712-7770) for coordination with TxDOT underground lines and/or facilities. Place temporary asphalt around the manholes and/or valves to provide a minimum of 50:1 taper when manholes and/or valves are exposed to traffic. The cost of the elevation adjustment and asphalt tapers will not be paid for directly, but will be subsidiary to the price bid for other manhole and/or valve work.

Prior to construction must call 811 to verify any utilities located within project limits. Contractor will also coordinate with utility owners listed below for any adjustments needed to sanitary sewer manholes, water valves, gas valve, telecommunication, television manhole located within project limits. The utility company is responsible for any adjustment when necessary. The work should be performed in a manner as to not delay construction contractor work activity. Contractor will make necessary arrangements with the utility owner(s) when utility adjustments are required, as a result of construction activities.


General Notes Sheet B

Utility Owner Phone Number City/County City of Del Rio 830-774-8535 Del Rio/Val Verde

Item 7 - Legal Relations and Responsibilities

Jurisdictional Waters of the United States and Project Specific Locations (PSL) Coordination - This project requires permit(s) with environmental resource agencies. There is a high probability that environmentally sensitive areas will be encountered on contractor designated project specific locations (PSLS) for the project (including but not limited to haul roads, equipment staging areas, parking areas, etc.).

The contractor will not initiate activities in a project specific location (PSL) associated with a U.S. Army Corps of Engineers (USACE) permit area (i.e. an area where the USACE has jurisdiction) that has not been previously evaluated by the USACE as part of the permitting for this project. Such activities include, but are not limited to, haul roads, equipment staging areas, borrow and disposal sites. Associated defined here includes materials delivered to or from the PSL. The permit area includes all waters of the U.S. and their associated wetlands affected by activities associated with this project. Special restrictions may be required for such work in these USACE jurisdictional areas. The contractor will be responsible for any and all consultations with the USACE regarding activities, including PSLs, which have not been previously evaluated by the USACE. The Contractor will provide the department with a copy of all consultation(s) or approval(s) from the USACE prior to initiating activities.

The contractor may proceed with activities in PSLs that do not affect a USACE permit area if a self-determination has been made that the PSL is non-jurisdictional or proper USACE clearances have been obtained in jurisdictional areas or have been previously evaluated by the USACE as part of the permit review of this project. The contractor is solely responsible for documenting any determination(s) that their activities do not affect a USACE permit area. The contractor will maintain copies of their determination(s) for review by the department and/or any regulatory agency. The disturbed area for all project locations in the Contract, and the Contractor project specific locations (PSLs) within 1 mile of the project limits for the Contract, will further establish the authorization requirements for storm water discharges. The Department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the


General Notes Sheet C

construction activities shown on the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor PSLs for construction support activities on or off the ROW. When the total area disturbed in the Contract and PSLs within 1 mile of the project limits exceeds 5 acres, the Contractor shall provide a copy of the Contractor Notice of Intent (NOI) for the PSLs to the Engineer and to the local government operating a municipal separate storm sewer system (MS4) if applicable. If the total area of project disturbed areas and PSLs total between 1-acre but less than 5-acres, the Contractor shall post the appropriate Contractor Construction Site Notice for all Contractor PSLs to be in compliance with TCEQ storm water regulations.

In order to expedite the approval process for PSLs or to eliminate or minimize potential impacts to project progress, initiate coordination efforts with the U.S.A.C.E. within 30 days from the date of “authorization to begin work” for all PSLs that are in areas where the USACE has jurisdiction (i.e. USACE permit areas). If this is not done, the contractor waives the right to request any contract time considerations if project progress is impacted and PSL’S approval is still pending. Requests submitted to the area engineer will be evaluated on this basis, and will require documentation showing substantial early coordination efforts to expedite the approval process as herein stated. The request will include a detailed chronological summary status with dates of coordination activities with the resource agencies, including those occurring after the initial coordination, to be reviewed and confirmed by the district’s environmental section.

For PSLs that fall within USACE permit areas, the Contractor must document and coordinate with the USACE, if required, before any excavation hauled from or embankment hauled into a USACE permit area by either (1) or (2) below.

1. Restricted Use of Materials for Previously Evaluated Permit Areas. The

Contractor will document both the project specific location (PSL) and their authorization and the Contractor will maintain copies for review by the Department and/or any regulatory agency. When an area within the project limits has been evaluated by the USACE as part of the permit process for this project, then: a. Suitable excavation of required material in the areas shown on the plans

and cross sections as specified in Item 110 is used for permanent or temporary fill (Item 132, Embankment) within a USACE permit area may be restricted;

b. Suitable embankment (Item 132) from within the USACE permit area is used as fill within a USACE evaluated area may be restricted; and,


General Notes Sheet D

c. Unsuitable excavation or excess excavation [“Waste”] (Item 110) that is disposed of at an approved location within a USACE evaluated area may be restricted.

2. Contractor Materials from Areas Other than Previously Evaluated Areas. The

Contractor will provide the Department with a copy of all USACE coordination or approvals before initiating any activities for an area within the project limits that has not been evaluated by the USACE or for any off right-of-way locations used for the following, but not limited to, haul roads, equipment staging areas, borrow and disposal sites, including: a. Item 132, Embankment, used for temporary or permanent fill within a

USACE permit area; and, b. Unsuitable excavation or excess excavation [“Waste”] (Item 110,

Excavation) that is disposed of outside a USACE evaluated area.

Storm Water Regulations Requirements: The Contractor shall be responsible for (off ROW) PSLs applicable to the TCEQ Construction General Permit (CGP) requirements and will notify the Engineer of the disturbed acreage within one (1) mile of the project limits. The Contractor shall obtain any required authorization form the TCEQ for any Contractor PSLs for construction support activities on or off ROW. The total area disturbed for this project is approximately 5.5 acres. The disturbed area in this project, all project locations in the Contract, and the Contractor project specific locations (PSLs), within 1 mile of the project limits, for the Contract will further establish the authorization requirements for storm water discharges. The Department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown on the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor PSLs for construction support activities on or off the ROW. When the total area disturbed in the Contract and PSLs within 1 mile of the project limits exceeds 5 acres, the Contractor shall provide a copy of the Contractor NOI for PSLs on the ROW to the Engineer and to the local government that operates a municipal separate storm sewer system (MS4), if applicable.

Item 8 - Prosecution and Progress

No closures will be allowed on the weekends which include the following holidays: January 1, the last Monday in May, July 4, the first Monday in September, the fourth Thursday in November, December 25 and Easter weekend.


General Notes Sheet E

Working days will be computed and charged in accordance with Article 8.3.1. Standard Workweek

Item 9 - Measurement and Payment

Submit Material on hand (MOH) payment requests at least 3 working days prior to the end of the month for payment on that month’s estimate. For out of town MOH submit requests at least 10 working days prior to the end of the month.

Item 100 - Preparing Right of Way

Burning of brush will not be permitted.

Do not begin any clearing operations until the trees and areas of vegetation that should not be removed or disturbed by construction activities have been identified. To ensure that these areas are not disturbed, place protection fencing as shown in the plans or as directed/approved by the Engineer.

All right of way clearing operations will be coordinated with the project's SW3P and as directed/approved by the Engineer.

Trim and remove brush and trees in order to construct the project or to provide a horizontal clearance of approximately 2 feet inside the right of way line and a vertical clearance of at least 12 feet. For this operation, no vertical flailing equipment is allowed and the Engineer will approve the method used. The limits are to be determined by the City.

Item 105 - Removing Treated and Untreated Base and Asphalt Pavement

Stockpile salvaged Asphalt pavement and Base materials at Eagle Pass Hill on US 277 South.

Item 132 - Embankment

For fill sections from embankment finished grade line and below, to a depth of 4 feet: Field compact density to ≥ 98% dry density. Plasticity Index (PI) limit is: 2≤ PI ≤ 15. Liquid limit ≤ 45 Bar linear shrinkage ≥ 2 Plasticity Index (PI).


General Notes Sheet F

For all other fill sections, Plasticity Index (PI) limit is less than or equal to 30.

Item 134 - Backfilling Pavement Edges

TY “A” material will meet the following testing requirements:

Property Test Method Specification Limit

Liquid limit Tex-104-E ≤45

Plasticity index (PI) Tex-106-E ≤15

Bar linear shrinkage Tex-107-E ≥2

Or as directed by the Engineer. Item 164 - Seeding for Erosion Control

Drill seeding will be used for this project. Refer to the Laredo District Standard Revegetation notes and specifications for additional information.

Item 166 - Fertilizer

Fertilize all areas of project to be seeded or sodded. Item 168 - Vegetative Watering

Water all areas of project to be seeded or sodded at a rate of 11 GAL/SY.

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

Obtain water at a source that is metered or furnish the manufacturer’s specifications showing the tank capacity for each truck used. Notify the Engineer before watering so meter readings or truck counts may be verified.

Establish 70% uniform vegetative coverage during this period in order to comply with stabilization requirements. Operate and meter water equipment under pumping pressure in order to deliver the required quantities of water necessary. During periods of adequate moisture, as determined by the Engineer, mechanical watering may not be required. In addition to metering the water equipment,


General Notes Sheet G

provide a log book showing daily water usage and receipts of water applied upon request of the Engineer. Upon establishment of 70% vegetative coverage as determined by the Engineer, the Engineer has the option to require the Contractor to continue watering as specified for a period not to exceed 30 days.

Item 275 – Cement Treatment (Road-Mixed) A pre-placement meeting must be conducted at least 48 hrs prior to placing operations. Contractor is required to field verify percent moisture applied to cement treatment operations. Perform verification during the first three days of operations. Engineer is required to verify specified cement percent meets a minimum 7-Day Unconfined Compressive strength of 225 psi. Perform verification on field samples for every 2-mile section . Perform the verification as per Test Method Tex-120_E, Soil-Cement Testing. Apply cement with whole percent rates. Fractions of percent required to obtain minimum strength requirements must be round up to next whole percent. The State will pay for the required cement content as shown on plans. However, actual percentage will be determined by Tex-120 E. Any additional cement required beyond that shown on plans will need City approval. In winter time, increase wet curing period to 96 hours or as directed by the Engineer.

Item 305 – Salvaging, Hauling, and Stockpiling Reclaimable Asphalt Pavement

Stockpile salvaged Asphalt pavement and Base materials at Eagle Pass Hill on US 277 South.

Item 310 - Prime Coat

When necessary, use blotter at the rate of 0.15 gallon per square yard.


General Notes Sheet H

Item 320 – Equipment for Hot Mix Asphalt Materials

For staged construction, all longitudinal ACP joints shall be constructed with a 3:1 to 6:1 taper. For placement of 2 inches or more, the device will provide a maximum ½ inch vertical edge. Outside edges (next to the grass/earth) will also have a taper or will be backfilled the same day.

Final Surface course: all longitudinal ACP joints for the final Hot Mix surface course shall be in widths equal to travel lane widths so that all final course ACP joints will match the proposed lane striping (pavement markings), unless otherwise directed by the engineer.

Item 340 – Dense Graded Hot Mix Asphalt (Small Quantity)

The tack coat material shall be placed at a rate of approximately 0.07 gal/sy. Underseals will be tacked at a rate of 0.04 gal/sy when left open to traffic for more than 14 days. Waterproof thermal tarps are required on all loads unless otherwise approved by the Engineer Contractor is allowed to use RAP below the riding surface.

HMACP TY Application Rate PG Binder Lab Density

A* 115 #/SY/IN 70 -22 96.5%

B* 115 #/SY/IN 70 -22 96.5%

C* 115 #/SY/IN 70 -22 96.5%

D* 115 #/SY/IN 70 -22 96.5%

* If mix has RAP, the required lab density will be 97%.

In addition to the tack coat materials specified in these standard specifications, MS-2 or MS-1 may be used.

Use the point of sampling for tests, test method TEX-217-F (part I and part II), for the coarse aggregate stockpile when the dryer-drum mixing plant is used. The point of sampling when the batch plant is used will be at the hot bins.

Item 432 – Riprap

Provide Class B Concrete for riprap.


General Notes Sheet I

Item 496 - Removing Structures

The structure(s) to be removed have surface coatings which may contain hazardous materials. Provide for the safety and health of employees and abide by all OSHA Standards and Regulations.

Item 500 - Mobilization

"Materials-on-Hand" payments will not be considered in determining percentages used to compute mobilization payments.

Item 502 - Barricades, Signs, and Traffic Handling

Designate, as the Contractor Responsible Person (CRP), an English speaking employee on-call nights and weekends (or any other time that work is not in progress) with a local address and telephone number for maintenance of signs and barricades. This employee will be located within one (1) hour of traveling time to the project site. Notify the Engineer in writing of the name, address and telephone number of this employee. Furnish this information to local law enforcement officials. The time frame for the Contractor to provide properly maintained traffic control devices before they are considered to be in non-compliance with this Item, is 48 hours regardless of the days of the week involved after notification is done in writing by the Engineer. When advanced warning flashing arrow panel(s) is/are specified, maintain one standby unit in good condition at the job site ready for immediate use is required.

Traffic control required for this project will not be paid for directly, but will be considered subsidiary to the various bid items.

Provide two-way radios in areas where flagmen do not have visual contact with one another or cannot communicate with one another.

Ensure equipment not in use, stockpile aggregate, and other working materials are: A minimum of 30 feet from the edge of the travel lane; Do not obstruct traffic or sight distance; Do not interfere with the access from abutting property; or Do not interfere with roadway drainage.


General Notes Sheet J

Erect signs in locations not obstructing the traveling public’s view of the normal roadway signing or necessary sight distance at intersections and curves. During the holiday time frame of December 21st through January 1st, every effort should be taken to ensure that all travel lanes remain open where possible.

Item 585 - Ride Quality for Pavement Surfaces

For 2R Design Criteria and Above having Hotmix as a Riding Surface

Use pay adjustment schedule 2

CONTROL: 0922-11-036


HIGHWAY: CS

COUNTY: VAL VERDE

The enclosed Texas Department of Transportation 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.

Isaac W. Mwangi, P.E. Date

Licensed Professional Engineer No.

09/18/2020

127234

18-1

CONTROL: 0922-11-036


HIGHWAY: CS

COUNTY: VAL VERDE

GOVERNING SPECIFICATIONS AND SPECIAL PROVISIONS

ALL SPECIFICATIONS AND SPECIAL PROVISIONS APPLICABLE TO THIS PROJECT ARE IDENTIFIED AS

FOLLOWS:

STANDARD SPECIFICATIONS:

ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION NOVEMBER 1, 2014. STANDARD

SPECIFICATIONS ARE INCORPORATED INTO THE CONTRACT BY REFERENCE.

ITEMS 1L TO 9L INCL., GENERAL REQUIREMENTS AND COVENANTS

ITEM 100 PREPARING RIGHT OF WAY

ITEM 104 REMOVING CONCRETE

ITEM 105 EXCAVATION (ROADWAY)

ITEM 110 EXCAVATION (132)

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

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

ITEM 275 CEMENT TREATMENT (ROAD-MIXED) (132)(204)(210)(216)(247)(300)(310)(520)

ITEM 310 PRIME COAT (300)(316)

ITEM 340 DENSE-GRADED HOT-MIX ASPHALT TY-B PG70-22

ITEM 341 DENSE-GRADED HOT-MIX ASPHALT TY-C PG70-22

ITEM 401 FLOWABLE BACKFILL (421)

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

ITEM 462 CONCRETE BOX CULVERTS AND DRAINS

(400)(402)(403)(420)(421)(422)(424)(440)(464)(476)

ITEM 464 REINFORCED CONCRETE PIPE (400)(402)(403)(467)(476)

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

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

ITEM 500 MOBILIZATION

ITEM 502 BARRICADES, SIGNS, AND TRAFFIC HANDLING

ITEM 506 TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS

(161)(432)(556)

18-2

ITEM 508 CONSTRUCTION DETOURS

ITEM 530 INTERSECTIONS, DRIVEWAYS, AND TURNOUTS

(247)(260)(263)(275)(276)(292)(316)(330)(334)(340)(360)(421)(440)

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

ITEM 550 CHAIN LINK FENCE GATE (INSTALL)(6'X10')

ITEM 560 MAILBOX ASSEMBLIES

ITEM 658 DELINEATOR AND OBJECT MARKER ASSEMBLIES (445)

ITEM 666 RETROREFLECTORIZED PAVEMENT MARKINGS (316)(502)(662)(677)(678)

ITEM 672 RAISED PAVEMENT MARKERS (677)(678)

ITEM 760 CLEANING AND RESHAPING DITCHES

SPECIAL PROVISIONS:

SPECIAL PROVISIONS WILL GOVERN AND TAKE PRECEDENCE OVER THE SPECIFICATIONS ENUMERATED

HEREON WHEREVER IN CONFLICT THEREWITH.

REQUIRED CONTRACT PROVISIONS, FEDERAL-AID CONSTRUCTION CONTRACTS (FORM FHWA 1273,

MAY, 2012)

WAGE RATES

SPECIAL PROVISION "SCHEDULE OF LIQUIDATED DAMAGES" (000---001L)

SPECIAL PROVISION "NONDISCRIMINATION" (000---002L)

SPECIAL PROVISION "CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT" (000---003L)

SPECIAL PROVISION "NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY" (000---004L)

SPECIAL PROVISION "STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION

CONTRACT SPECIFICATIONS" (000---005L)

SPECIAL PROVISION "DISADVANTAGED BUSINESS ENTERPRISE IN FEDERAL-AID CONTRACTS"

(000---394L)

SPECIAL PROVISIONS TO ITEM 2L (002---0011L)

SPECIAL PROVISOINS TO ITEM 7L (007---001L)

SPECIAL PROVISIONS TO ITEM 300 (300---005)(300---007)(300---016)

SPECIAL PROVISION TO ITEM 340 (340---003)





18-3

SPECIAL PROVISION TO ITEM 506 (506---001L)


SPECIAL SPECIFICATIONS:

NONE

GENERAL: THE ABOVE LISTED SPECIFICATION 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 ABOVELISTED SPECIFICATION ITEMS, AND INCLUDING THE SPECIAL

PROVISIONS LISTED ABOVE, CONSTITUTE THE COMPLETE SPECIFICATIONS FOR THIS

PROJECT.

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Item 2L

Instructions to Bidders

2L-1. INTRODUCTION

Instructions to the Contractor in these specifications are generally written in active voice, imperative mood. The subject of imperative sentences is understood to be “the Contractor.” The Owner’s responsibilities are generally written in passive voice, indicative mood. Phrases such as “as approved,” “unless otherwise approved,” “upon approval,” “as directed,” “as verified,” “as ordered,” and “as determined” refer to actions of the Engineer unless otherwise stated, and it is understood that the directions, orders, or instructions to which they relate are within the limitations of and authorized by the Contract.

2L-2. ELIGIBILITY OF BIDDERS

Bidders on this project do not have to be pre-qualified though TxDOT.

2L-3. ISSUING BID DOCUMENTS

Bid Documents may be obtained through the City of Del Rio website at the address http://cityofdelrio.com/bids.aspx. Bidders should follow the directions found on the Bid Postings web page in order to receive notifications from the city regarding the posting.

The Owner will not issue bid documents if one or more of the following apply:

the Bidder is prohibited from rebidding a specific project due to a bid error on the original bid

documents,

the Bidder failed to enter into a Contract on the original award,

the Bidder was defaulted or terminated on the original Contract, unless the Owner terminated for

convenience, or

the Bidder or a subsidiary or affiliate of the Bidder has received compensation from the Owner to

participate in the preparation of the plans or specifications on which the bid or Contract is based.

2L-4. INTERPRETING ESTIMATED QUANTITIES

The quantities listed in the bid documents are approximate and will be used for the comparison of bids. Payments will be made for actual quantities of work performed in accordance with the Contract.

2L-5. EXAMINING DOCUMENTS AND WORK LOCATIONS

Examine the bid documents and specified work locations before submitting a bid for the work. Submitting a bid will be considered evidence that the Bidder has performed this examination. Borings, soil profiles, water elevations, and underground utilities shown on the plans were obtained for the use of the Owner in the preparation of plans. This information is provided for the Bidder’s information only and the Owner makes no representation as to the accuracy of the data. Be aware of the difficulty of accurately classifying all material encountered in making foundation investigations, the possible erosion of stream channels and banks after survey data have been obtained, and the unreliability of water elevations other than for the date recorded.

Oral explanations, instructions, or consideration for Contractor-proposed changes in the bid documents given during the bidding process are not binding. Only requirements included in the bid documents and Owner-issued addenda are binding. Request explanations of documents at least five(5) days prior to the bid opening.

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Item 8L

Prosecution and Progress

8L-1. PROSECUTION OF WORK

Unless otherwise shown in the Contract, begin work within 14 calendar days after the authorization date tobegin work as shown on the Notice to Proceed. Prosecute the work continuously to completion within theworking days specified. Unless otherwise shown in the Contract documents, work may be prosecuted inconcurrent phases if no changes are required in the traffic control plan or if a revised traffic control plan isapproved. Notify the Owner at least 24 hr. before beginning work or before beginning any new operation. Donot start new operations to the detriment of work already begun. Minimize interference to traffic.

8L-2. SUBCONTRACTING

Do not sublet any portion of a construction Contract without the Owner’s written approval. A subcontractdoes not relieve any responsibility under the Contract and bonds. Ensure that all subcontracted workcomplies with all governing labor provisions.

The Contractor certifies by signing the Contract that the Contractor will not enter into any subcontract with asubcontractor that is debarred or suspended by the Owner, or any state or federal agency.

For federally funded Contracts, ensure the required federal documents are physically attached to eachsubcontract agreement including all tiered subcontract agreements.

For all DBE/HUB/SBE subcontracts including all tiered DBE/HUB/SBE subcontracts, submit a copy of theexecuted subcontract agreement.

Submit a copy of the executed non-DBE subcontracts including all tiered non-DBE subcontracts whenrequested.

8L-2.1. Construction Contracts. Perform work with own organization on at least 30% of the total original Contractcost (25% if the Contractor is an SBE on a wholly State or local funded Contract) excluding any itemsdetermined to be specialty items. Specialty items are those that require highly specialized knowledge,abilities, or equipment not usually available in the contracting firm expected to bid on the proposed Contractas a whole.

Specialty items will be shown on the plans or as directed by the Engineer. Bid cost of specialty itemsperformed by subcontractors will be deducted from the total original Contract cost before computing therequired amount of work to be performed by the Contractor’s own organization.

The term “perform work with own organization” includes only:

workers employed and paid directly by the Contractor or wholly owned subsidiary;

equipment owned by the Contractor or wholly owned subsidiary;

rented or leased equipment operated by the Contractor’s employees or wholly owned subsidiary’s

employees;

materials incorporated into the work if the majority of the value of the work involved in incorporating the

material is performed by the Contractor’s own organization, including a wholly owned subsidiary’s

organization; and

labor provided by staff leasing firms licensed under Chapter 91 of the Texas Labor Code for

nonsupervisory personnel if the Contractor or wholly owned subsidiary maintains direct control over the

activities of the leased employees and includes them in the weekly payrolls.

When staff leasing firms provide materials or equipment, they are considered subcontractors. In theseinstances, submit staff leasing firms for approval as a subcontractor.

Copies of cancelled checks and certified statements may be required to verify compliance with therequirements of this section.

8L-2.2. Payments to Subcontractors. Report payments for DBE/HUB/SBE subcontracts including tieredDBE/HUB/SBE subcontracts in the manner as prescribed by the Owner.

8L-2.3. Payment Records. Make payment records, including copies of cancelled checks, available for inspection bythe Owner. Submit payment records upon request. Retain payment records for a period of 3 yr. followingcompletion of the Contract work or as specified by the Owner.

Failure to submit this information to the Owner by the 20th day of each month will result in the Owner takingactions, including, but not limited to, withholding estimates and suspending the work. This work will not bemeasured or paid for directly but will be subsidiary to pertinent items.

8L-3. COMPUTATION OF CONTRACT TIME FOR COMPLETION

Upon request, the Owner will provide the conceptual time determination schedule to the Contractor forinformational purposes only. The schedules assume generic resources, production rates, sequences ofconstruction and average weather conditions based on historic data. The Owner will not adjust the number ofworking days and milestones, if any, due to differences in opinion regarding any assumptions made in thepreparation of the schedule or for errors, omissions, or discrepancies found in the Owner’s conceptual timeschedule.

The number of working days is established by the Contract. Working day charges will begin 30 calendar daysafter the date of the written authorization to begin work. Working day charges will continue in accordancewith the Contract. The Owner may consider increasing the number of working days under extraordinarycircumstances.

8L-3.1. Working Day Charges. Working days will be charged in accordance with Section 8-3L.1.4., “StandardWorkweek,” unless otherwise shown in the Contract documents. Working days will be computed andcharged in accordance with one of the following:

8L-3.1.1. Five-Day Workweek. Working days will be charged Monday through Friday, excluding national holidays,regardless of weather conditions or material availability. The Contractor has the option of working onSaturdays. Provide sufficient advance notice when scheduling work on Saturdays. Work on Sundays andnational holidays will not be permitted without written permission. If work requiring an Inspector to be presentis performed on a Saturday, Sunday, or national holiday, and weather and other conditions permit theperformance of work for 7 hr. between 7 A.M. and 6 P.M., a working day will be charged.

8L-3.1.2. Six-Day Workweek. Working days will be charged Monday through Saturday, excluding national holidays,regardless of weather conditions or material availability. Work on Sundays and national holidays will not bepermitted without written permission. If work requiring an Inspector to be present is performed on a Sundayor a national holiday, and weather or other conditions permit the performance of work for 7 hr. between7 A.M. and 6 P.M., a working day will be charged.

8L-3.1.3. Seven-Day Workweek. Working days will be charged Monday through Sunday, excluding national holidays,regardless of weather conditions or material availability. Work on national holidays will not be permittedwithout written permission. If work is performed on any of these holidays requiring an Inspector to be present,

and weather or other conditions permit the performance of work for 7 hr. between 7 A.M. and 6 P.M., aworking day will be charged.

8L-3.1.4. Standard Workweek. Working days will be charged Monday through Friday, excluding national or stateholidays, if weather or other conditions permit the performance of the principal unit of work underway, asdetermined by the Owner, for a continuous period of at least 7 hr. between 7 A.M. and 6 P.M., unlessotherwise shown in the Contract. The Contractor has the option of working on Saturdays or state holidays.Provide sufficient advance notice to the Owner when scheduling work on Saturdays. Work on Sundays andnational holidays will not be permitted without written permission. If work requiring an Inspector to be presentis performed on a Saturday, Sunday, or holiday, and weather or other conditions permit the performance ofwork for 7 hr. between 7 A.M. and 6 P.M., a working day will be charged.

8L-3.1.5. Calendar Day. Working days will be charged Sunday through Saturday, including all holidays, regardless ofweather conditions, material availability, or other conditions not under the control of the Contractor.

8L-3.1.6. Other. Working days will be charged as shown in the Contract documents.

8L-3.2. Restricted Work Hours. Restrictions on Contractor work hours and the related definition for working daycharges are as prescribed in this article unless otherwise shown in the Contract documents.

8L-3.3. Nighttime Work. Nighttime work is allowed only when shown in the Contract documents or as directed.Nighttime work is defined as work performed from 30 min. after sunset to 30 min. before sunrise.

8L-3.3.1. Five-, Six-, and Seven-Day Workweeks. Nighttime work that extends past midnight will be assigned to thefollowing day for the purposes of approval for allowing work on Sundays or national holidays.

8L-3.3.2. Standard Workweek.

8L-3.3.2.1. Nighttime Work Only. When nighttime work is allowed or required and daytime work is not allowed, workingday charges will be made when weather and other conditions permit the performance of the principal unit ofwork underway, as determined by the Owner, for a continuous period of at least 7 hr. for the nighttime period,as defined in Section 8L.3.3., “Nighttime Work,” unless otherwise shown in the Contract documents.

8L-3.3.2.2. Nighttime Work and Daytime Work Requiring Inspector. When nighttime work is performed or requiredand daytime work is allowed, working day charges will be made when weather and other conditions permitthe performance of the principal unit of work underway, as determined by the Owner, for a continuous periodof at least 7 hr. for the nighttime period, as defined in Section 8L.3.3., “Nighttime Work,” or for a continuousperiod of at least 7 hr. for the alternative daytime period unless otherwise shown in the Contract documents.Only one day will be charged for each 24-hr. time period. When the Owner agrees to restrict work hours tothe nighttime period only, working day charges will be in accordance with Section 8L.3.3.2.1., “NighttimeWork Only.”

8L-3.4. Time Statements. The Owner will furnish the Contractor a monthly time statement. Review the monthly timestatement for correctness. Report protests in writing, no later than 30 calendar days after receipt of the timestatement, providing a detailed explanation for each day protested. Not filing a protest within 30 calendardays will indicate acceptance of the working day charges and future consideration of that statement will notbe permitted.

8L-4. TEMPORARY SUSPENSION OF WORK OR WORKING DAY CHARGES

The Owner may suspend the work, wholly or in part, and will provide notice and reasons for the suspensionin writing. Suspend and resume work only as directed in writing.

When part of the work is suspended, the Owner may suspend working day charges only when conditions notunder the control of the Contractor prohibit the performance of critical activities. When all of the work issuspended for reasons not under the control of the Contractor, the Owner will suspend working day charges.

8L-5. PROJECT SCHEDULES

Prepare, maintain, and submit project schedules. Project schedules are used to convey the Contractor’sintended work plan to the Owner. Prepare project schedules with a level of effort sufficient for the work beingperformed. Project schedules will not be used as a basis to establish the amount of work performed or for thepreparation of the progress payments.

8L-5.1. Project Scheduler. Designate an individual who will develop and maintain the progress schedule. TheProject Scheduler will be prepared to discuss, in detail, the proposed sequence of work and methods ofoperation, and how that information will be communicated through the Progress Schedule at thePreconstruction Meeting. This individual will also attend the project meetings and make site visits to prepare,develop, and maintain the progress schedules.

8L-5.2. Construction Details. Before starting work, prepare and submit a progress schedule based on thesequence of work and traffic control plan shown in the Contract documents. At a minimum, prepare theprogress schedule as a Bar Chart or Critical Path Method (CPM), as shown on the plans. Include all plannedwork activities and sequences and show Contract completion within the number of working days specified.Incorporate major material procurements, known utility relocations, and other activities that may affect thecompletion of the Contract in the progress schedule. Show a beginning date, ending date, and duration inwhole working days for each activity. Do not use activities exceeding 20 working days, except for agreedupon activities. Show an estimated production rate per working day for each work activity.

8L-5.3. Schedule Format. Format all project schedules according to the following:

Begin the project schedule on the date of the start of Contract time or start of activities affecting work on

the project;

Show the sequence and interdependence of activities required for complete performance of the work. If

using a CPM schedule, show a predecessor and a successor for each activity; and

Ensure all work sequences are logical and show a coordinated plan of the work.

CPM schedules must also include:

Clearly and accurately identify the critical path as the longest continuous path;

Provide a legend for all abbreviations, run date, data date, project start date, and project completion

date in the title block of each schedule submittal; and

Through the use of calendars, incorporate seasonal weather conditions into the schedule for work (e.g.,

earthwork, concrete paving, structures, asphalt, drainage, etc.) that may be influenced by temperature

or precipitation. Also, incorporate non-work periods such as holidays, weekends, or other non-work days

as identified in the Contract.

8L-5.4. Activity Format. For each activity on the project schedule provide:

A concise description of the work represented by the activity;

An activity duration in whole working days;

Code activities so that organized plots of the schedule may be produced.

CPM schedules must also include the quantity of work and estimated production rate for major items of work.Provide enough information for review of the work being performed.

8L-5.5. Schedule Types.

8L-5.5.1. Bar Chart. Seven calendar days before the preconstruction meeting, prepare and submit a hard copy of theschedule using the bar chart method.

8L-5.5.1.1. Progress Schedule Reviews. Update the project schedule and submit a hard copy when changes to theschedule occur or when requested.

8L-5.5.2. Critical Path Method. Prepare and submit the schedule using the CPM.

8L-5.5.2.1. Preliminary Schedule. Seven calendar days before the preconstruction meeting, submit both the plottedand electronic copies of the project schedule showing work to be performed within the first 90 calendar daysof the project.

8L-5.5.2.2. Baseline Schedule. The baseline schedule will be considered the Contractor’s plan to successfully constructthe project within the time frame and construction sequencing indicated in the Contract. Submit both plottedand electronic copies of the baseline schedule. Submit 2 plots of the schedule: one organized with theactivities logically grouped using the activity coding; and the other plot showing only the critical pathdetermined by the longest path, not based on critical float.

Develop and submit the baseline schedule for review within the first 45 calendar days of the project unlessthe time for submission is extended.

8L-5.5.2.2.1. Review. Within 15 calendar days of receipt of the schedule, the Owner will evaluate, and inform theContractor if the schedule has been accepted. If the schedule is not accepted, the Owner will providecomments to the Contractor for incorporation. Provide a revised schedule based on the Owner’s comments,or reasons for not doing so within 10 calendar days. The Owner’s review and acceptance of the projectschedule is for conformance to the requirements of the Contract documents only and does not relieve theContractor of any responsibility for meeting the interim milestone dates (if specified) or the Contractcompletion date. Review and acceptance does not expressly or by implication warrant, acknowledge, oradmit the reasonableness of the logic or durations of the project schedule. If the Contractor fails to define anyelement of work, activity, or logic and the Owner’s review does not detect this omission or error, theContractor is responsible for correcting the error or omission.

Submit an acceptable baseline schedule before the 90th calendar day of the project unless the time forsubmission is extended.

8L-5.5.2.3. Progress Schedule. Maintain the project schedule for use by both the Contractor and the Owner. Submitboth the plotted and electronic copy as it will become an as-built record of the daily progress achieved on theproject. If continuous progress of an activity is interrupted for any reason except non-work periods (such asholidays, weekend, or interference from temperature or precipitation), then the activity will show the actualfinish date as that date of the start of the interruption and the activity will be broken into a subsequent activity(or activities, based on the number of interruptions) similarly numbered with successive alpha character asnecessary. The original duration of the subsequent activity will be that of the remaining duration of theoriginal activity. Relationships of the subsequent activity will match those of the original activity so that theintegrity of the project schedule logic is maintained. Once established, the original durations and actual datesof all activities must remain unchanged. Revisions to the schedule may be made as necessary.

The project schedule must be revised when changes in construction phasing and sequencing occur or otherchanges that cause deviation from the original project schedule occur. Any revisions to the schedule must belisted in the monthly update narrative with the purpose of the revision and description of the impact on theproject schedule’s critical path and project completion date. Create the schedule revision using the latestupdate before the start of the revision.

Monthly updating of the project schedule will include updating of:

The actual start dates for activities started;

The actual finish dates for activities completed;

The percentage of work completed and remaining duration for each activity started but not yet

completed; and

The calendars to show days actual work was performed on the various work activities.

The cut-off day for recording monthly progress will be the last day of each month. Submit the updated projectschedule no later than the 20th calendar day of the following month. The Owner will evaluate the updatedschedule within 5 calendar days of receipt and inform the Contractor if it has or has not been accepted. If the

schedule is not accepted, the Owner will provide comments to the Contractor for incorporation. Provide arevised schedule based on the Owner’s comments, or reasons for not doing so within 5 calendar days.

Provide a brief narrative in a bulleted statement format for major items that have impacted the schedule.Notify the Owner if resource-leveling is being used.

8L-5.5.2.3.1. Project Schedule Summary Report (PSSR). When shown on the plans, provide the PSSR instead of thenarrative required in Section 8L.5.5.2.3., “Progress Schedule.” The PSSR includes a listing of major itemsthat have impacted the schedule as well as a summary of progress in days ahead or behind schedule.Include an explanation of the project progress for the period represented on the form provided by the Owner.

8L-5.5.3. Notice of Potential Time Impact. Submit a “Notice of Potential Time Impact” when a Contract timeextension or adjustment of milestone dates may be justified or when directed.

Failure to provide this notice in the time frames outlined above will compromise the Owner’s ability to mitigatethe impacts and the Contractor forfeits the right to request a time extension or adjustment of milestone datesunless the circumstances are such that the Contractor could not reasonably have had knowledge of theimpact at the time.

8L-5.5.4. Time Impact Analysis. When directed, provide a time impact analysis. A time impact analysis is anevaluation of the effects of impacts on the project. A time impact analysis consists of the following steps:

Step 1. Establish the status of the project immediately before the impact.

Step 2. Predict the effect of the impact on the schedule update used in Step 1.

Step 3. Track the effects of the impact on the schedule during its occurrence.

Step 4. Establish the status of the project after the impact’s effect has ended and provide details

identifying any mitigating actions or circumstances used to keep the project ongoing during the impact

period.

Determine the time impact by comparing the status of the work before the impact (Step 1) to the prediction ofthe effect of the impact (Step 2), if requested, and to actual effects of the impact once it is complete (Step 4).Unless otherwise approved, Steps 1, 3, and 4, must be completed before consideration of a Contract timeextension or adjustment of a milestone date will be provided. Time extensions will only be considered whendelays that affect milestone dates or the Contract completion date are beyond the Contractor’s control.Submit Step 4 no later than 15 calendar days after the impact’s effects have ended or when all theinformation on the effect has been realized.

Submit one electronic backup copy of the complete time impact analysis and a copy of the full projectschedule incorporating the time impact analysis. If the project schedule is revised after the submittal of a timeimpact analysis, but before its approval, indicate in writing the need for any modification to the time impactanalysis.

The Owner will review the time impact analysis upon completion of step 4. If this review detects revisions orchanges to the schedule that had not been performed and identified in a narrative, the Owner may reject thetime impact analysis. If the Owner is in agreement with the time impact analysis, a change order may beissued to grant additional working days, or to adjust interim milestones. Once a change order has beenexecuted, incorporate the time impact analysis into the project schedule. The time impact analysis may alsobe used to support the settlement of disputes and claims. Compensation related to the time impact analysismay be provided at the completion of the analysis or the completion of the project to determine the true rolethe impact played on the final completion.

The work performed under this article will not be measured or paid for directly but will be subsidiary topertinent items.

8L-6. FAILURE TO COMPLETE WORK ON TIME

The time established for the completion of the work is an essential element of the Contract. If the Contractorfails to complete the work within the number of working days specified, working days will continue to becharged. Failure to complete the Contract, a separate work order, or callout work within the number ofworking days specified, including any approved additional working days, will result in liquidated damages foreach working day charged over the number of working days specified in the Contract. The dollar amountspecified in the Contract will be deducted from any money due or to become due the Contractor for eachworking day the Contract remains incomplete. This amount will be assessed not as a penalty but asliquidated damages.

8L-7. DEFAULT OF THE CONTRACT

8L-7.1. Declaration of Default. The Owner may declare the Contractor to be in default of the Contract if theContractor:

fails to begin the work within the number of days specified,

fails to prosecute the work to assure completion within the number of days specified,

is uncooperative, disruptive or threatening,

fails to perform the work in accordance with the Contract requirements,

neglects or refuses to remove and replace rejected materials or unacceptable work,

discontinues the prosecution of the work without the Owner’s approval,

makes an unauthorized assignment,

fails to resume work that has been discontinued within a reasonable number of days after notice to do

so,

fails to conduct the work in an acceptable manner, or

commits fraud or other unfixable conduct as determined by the Owner.

If any of these conditions occur, the Owner will give notice in writing to the Contractor and the Surety of theintent to declare the Contractor in default. If the Contractor does not proceed as directed within 10 days afterthe notice, the Owner will provide written notice to the Contractor and the Surety to declare the Contractor tobe in default of the Contract. The Owner will also provide written notice of default to the Surety. If theContractor provides the Owner written notice of voluntary default of the Contract, the Owner may waive the10 day notice of intent to declare the Contractor in default and immediately provide written notice of default tothe Contractor and the Surety. Working day charges will continue until completion of the Contract. TheOwner may suspend work in accordance with Section 8L.4., “Temporary Suspension of Work or WorkingDay Charges,” to investigate apparent fraud or other unfixable conduct before defaulting the Contractor. TheContractor may be subject to sanctions under the state and/or federal laws and regulations.

The Owner will determine the method used for the completion of the remaining work as follows:

Contracts without Performance Bonds. The Owner will determine the most expeditious and efficient

way to complete the work, and recover damages from the Contractor.

Contracts with Performance Bonds. The Owner will, without violating the Contract, demand that the

Contractor’s Surety complete the remaining work in accordance with the terms of the original Contract.

A completing Contractor will be considered a subcontractor of the Surety. The Owner reserves the right

to approve or reject proposed subcontractors. Work may resume after the Owner receives and approves

Certificates of Insurance as required in Section 3L.4.3., “Insurance.” Certificates of Insurance may be

issued in the name of the completing Contractor. The Surety is responsible for making every effort to

expedite the resumption of work and completion of the Contract. The Owner may complete the work

using any or all materials at the work locations that it deems suitable and acceptable. Any costs incurred

by the Owner for the completion of the work under the Contract will be the responsibility of the Surety.

From the time of notification of the default until work resumes (either by the Surety or the Owner), the Ownerwill maintain traffic control devices and will do any other work it deems necessary, unless otherwise agreedupon by the Owner and the Surety. All costs associated with this work will be deducted from money due tothe Surety.

The Owner will hold all money earned but not disbursed by the date of default. Upon resumption of the workafter the default, all payments will be made to the Surety. All costs and charges incurred by the Owner as aresult of the default, including the cost of completing the work under the Contract, costs of maintaining trafficcontrol devices, costs for other work deemed necessary, and any applicable liquidated damages ordisincentives will be deducted from money due the Contractor for completed work. If these costs exceed thesum that would have been payable under the Contract, the Surety will be liable and pay the Owner thebalance of these costs in excess of the Contract price. In case the costs incurred by the Owner are less thanthe amount that would have been payable under the Contract if the work had been completed by theContractor, the Owner will be entitled to retain the difference.

Comply with Article 8L.2., “Subcontracting,” and abide by the DBE/HUB/SBE commitments previouslyapproved by the Owner .

No markups as defined in Article 9L.7., “Payment for Extra Work and Force Account Method,” will be allowedfor the Surety.

8L-7.2. Wrongful Default. Submit a written request to the Owner within 14 calendar days of receipt of the notice ofdefault for consideration of wrongful default.

The Owner will determine if the Contractor has been wrongfully defaulted, and will proceed with the following:

If the Owner determines the default is proper, the default will remain. If the Contractor is in

disagreement, the Contractor may file a claim in accordance with Article 4L.7., “Dispute or Claims

Procedure.”

If the Owner determines it was a wrongful default, the Owner will terminate the Contract for

convenience, in accordance with Article 8L.8., “Termination of the Contract.”

8L-8. TERMINATION OF THE CONTRACT

The Owner may terminate the Contract in whole or in part whenever:

the Contractor is prevented from proceeding with the work as a direct result of an executive order of the

President of the United States or the Governor of the State;

the Contractor is prevented from proceeding with the work due to a national emergency, or when the

work to be performed under the Contract is stopped, directly or indirectly, because of the freezing or

diversion of materials, equipment or labor as the result of an order or a proclamation of the President of

the United States;

the Contractor is prevented from proceeding with the work due to an order of any federal authority;

the Contractor is prevented from proceeding with the work by reason of a preliminary, special, or

permanent restraining court order where the issuance of the restraining order is primarily caused by acts

or omissions of persons or agencies other than the Contractor; or

the Owner determines that termination of the Contract is in the best interest of the Owner or the public.

This includes, but is not limited to, the discovery of significant hazardous material problems, right of way

acquisition problems, or utility conflicts that would cause substantial delays or expense to the Contract.

8L-8.1. Procedures and Submittals. The Owner will provide written notice to the Contractor of terminationspecifying the extent of the termination and the effective date. Upon notice, immediately proceed inaccordance with the following:

stop work as specified in the notice;

place no further subcontracts or orders for materials, services, or facilities, except as necessary to

complete a critical portion of the Contract, as approved;

terminate all subcontracts to the extent they relate to the work terminated;

complete performance of the work not terminated;

settle all outstanding liabilities and termination settlement proposals resulting from the termination for

public convenience of the Contract;

create an inventory report, including all acceptable materials and products obtained for the Contract that

have not been incorporated in the work that was terminated (include in the inventory report a

description, quantity, location, source, cost, and payment status for each of the acceptable materials

and products); and

take any action necessary, or that the Owner may direct, for the protection and preservation of the

materials and products related to the Contract that are in the possession of the Contractor and in which

the Owner has or may acquire an interest.

8L-8.2. Settlement Provisions. Within 60 calendar days of the date of the notice of termination, submit a finaltermination settlement proposal, unless otherwise approved. The Owner will prepare a change order thatreduces the affected quantities of work and adds acceptable costs for termination. No claim for loss ofanticipated profits will be considered. The Owner will pay reasonable and verifiable termination costsincluding:

all work completed at the unit bid price and partial payment for incomplete work;

the percentage of Item 500, “Mobilization,” equivalent to the percentage of work complete or actual cost

that can be supported by cost records, whichever is greater;

expenses necessary for the preparation of termination settlement proposals and support data;

the termination and settlement of subcontracts;

storage, transportation, restocking, and other costs incurred necessary for the preservation, protection,

or disposition of the termination inventory; and

other expenses acceptable to the Owner.

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Special Provision to Item 000

Disadvantaged Business Enterprise in Federal-Aid Contracts

1. DESCRIPTION

The purpose of this Special Provision is to carry out the U.S. Department of Transportation's (DOT) policy of ensuring nondiscrimination in the award and administration of DOT-assisted Contracts and creating a level playing field on which firms owned and controlled by individuals who are determined to be socially and economically disadvantaged can compete fairly for DOT-assisted Contracts.

2. DISADVANTAGED BUSINESS ENTERPRISE IN FEDERAL-AID CONTRACTS

2.1. Policy. It is the policy of the DOT and the Texas Department of Transportation (Department) that DBEs, as defined in 49 CFR Part 26, Subpart A, and the Department's DBE Program, will have the opportunity to participate in the performance of Contracts financed in whole or in part with federal funds. The DBE requirements of 49 CFR Part 26, and the Department’s DBE Program, apply to this Contract as follows.

The Contractor will solicit DBEs through reasonable and available means, as defined in 49 CFR Part 26, Appendix A, and the Department's DBE Program, or show a good faith effort to meet the DBE goal for this Contract.

The Contractor, subrecipient, or subcontractor will not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. Carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted Contracts. Failure to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the recipient deems appropriate.

The requirements of this Special Provision must be physically included in any subcontract.

By signing the Contract proposal, the Bidder is certifying that the DBE goal as stated in the proposal will be met by obtaining commitments from eligible DBEs or that the Bidder will provide acceptable evidence of good faith effort to meet the commitment.

2.2. Definitions.

2.2.1. Administrative Reconsideration. A process by which the low bidder may request reconsideration when the Department determines the good faith effort (GFE) requirements have not been met.

2.2.2. Commercially Useful Function (CUF). A CUF occurs when a DBE has the responsibility for the execution of the work and carrying out such responsibilities by actually performing, managing, and supervising the work.

2.2.3. Disadvantaged Business Enterprise (DBE). A for-profit small business certified through the Texas Unified Certification Program in accordance with 49 CFR Part 26, that is at least 51% owned by one or more socially and economically disadvantaged individuals, or in the case of a publicly owned business, in which is at least 51% of the stock is owned by one or more socially and economically disadvantaged individuals, and whose management and daily business operations are controlled by one or more of the individuals who own it.

2.2.4. DBE Joint Venture. An association of a DBE firm and one or more other firms to carry out a single business enterprise for profit for which purpose they combine their property, capital, efforts, skills, and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of the work of the Contract and whose

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share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its ownership interest.

2.2.5. DOT. The U.S. Department of Transportation, including the Office of the Secretary, the Federal Highway Administration (FHWA), the Federal Transit Administration (FTA), and the Federal Aviation Administration (FAA).

2.2.6. Federal-Aid Contract. Any Contract between the Owner and a Contractor that is paid for in whole or in part with DOT financial assistance.

2.2.7. Good Faith Effort. All necessary and reasonable steps to achieve the contract goal which, by their scope, intensity, and appropriateness to the objective, could reasonably be expected to obtain sufficient DBE participation, even if not fully successful. Good faith efforts are evaluated prior to award and throughout performance of the Contract. For guidance on good faith efforts, see 49 CFR Part 26, Appendix A.

2.2.8. North American Industry Classification System (NAICS). A designation that best describes the primary business of a firm. The NAICS is described in the North American Industry Classification Manual—United States, which is available on the Internet at the U.S. Census Bureau website: http://www.census.gov/eos/www/naics/.

2.2.9. Race-Conscious. A measure or program that is focused specifically on assisting only DBEs, including women-owned businesses.

2.2.10. Race-Neutral DBE Participation. Any participation by a DBE through customary competitive procurement procedures.

2.2.11. Texas Unified Certification Program (TUCP) Directory. An online directory listing all DBEs currently certified by the TUCP. The Directory identifies DBE firms whose participation on a Contract may be counted toward achievement of the assigned DBE Contract goal.

2.3. Contractor’s Responsibilities.

2.3.1. DBE Liaison Officer. Designate a DBE liaison officer who will administer the Contractor’s DBE program and who will be responsible for maintenance of records of efforts and contacts made to subcontract with DBEs.

2.3.2. Compliance Tracking System (CTS). This Contract is subject to Contract compliance tracking. Contractors and DBEs are required to provide any noted and requested Contract compliance-related data to the Owner. This includes, but is not limited to, commitments, payments, substitutions, and good faith efforts. Contractors and DBEs are responsible for responding by any noted response date or due date to any instructions or request for information by the Owner.

2.3.3. Apparent Low Bidder. The apparent low bidder must submit DBE commitments to satisfy the DBE goal or submit good faith effort Form 2603 and supporting documentation demonstrating why the goal could not be achieved, in whole or part, no later than 5 calendar days after bid opening. The means of transmittal and the risk of timely receipt of the information will be the bidder’s responsibility and no extension of the 5-calendar-day timeframe will be allowed for any reason.

2.3.4. DBE Contractor. A DBE Contractor may receive credit toward the DBE goal for work performed by its own forces and work subcontracted to DBEs. In the event a DBE subcontracts to a non-DBE, that information must be reported monthly.

2.3.5. DBE Committal. Only those DBEs certified by the TUCP are eligible to be used for goal attainment. The Directory can be accessed at the following Internet address: https://txdot.txdotcms.com/FrontEnd/VendorSearchPublic.asp?TN=txdot&XID=2340.

http://www.census.gov/eos/www/naics/

https://txdot.txdotcms.com/FrontEnd/VendorSearchPublic.asp?TN=txdot&XID=2340

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A DBE must be certified on the day the commitment is considered and at time of subcontract execution. It is the Contractor’s responsibility to ensure firms identified for participation are approved certified DBE firms.

The Bidder is responsible to ensure that all submittals are checked for accuracy. Any and all omissions, deletions, and/or errors that may affect the end result of the commitment package are the sole liabilities of the bidder.

Commitments in excess of the goal are considered race-neutral commitments.

2.3.6. Good Faith Effort Requirements. A Contractor who cannot meet the Contract goal, in whole or in part, must make adequate good faith efforts to obtain DBE participation as so stated and defined in 49 CFR Part 26, Appendix A.

2.3.6.1. Administrative Reconsideration. If the Owner determines that the apparent low bidder has failed to satisfy the good faith efforts requirement, the Owner will notify the Bidder of the failure and will give the Bidder an opportunity for administrative reconsideration.

The Bidder must request an administrative reconsideration of that determination within 3 days of the date of receipt of the notice. The request must be submitted directly to the Owner.

If a reconsideration request is timely received, the reconsideration decision will be made by the Owner’s DBE liaison officer or, if the DBE liaison officer took part in the original determination that the Bidder failed to satisfy the good faith effort requirements, an Owner employee who holds a senior leadership position and reports directly to the executive officer, and who did not take part in the original determination will act as an administrative hearing officer. The Bidder may provide written documentation or argument concerning whether the assigned DBE contract goal was met or whether adequate good faith efforts were made to meet the Contract goal.

The DBE liaison or other Owner employee making the reconsideration determination may request a meeting with the Bidder to discuss whether the goal commitments were met or whether adequate good faith efforts were made to obtain the commitments to meet the Contract goal.

The meeting must be held within 7 days of the date of the request submitted under this section. If the Bidder is unavailable to meet during the 7-day period, the reconsideration decision will be made on the written information provided by the Bidder.

The Owner will provide to the Bidder a written decision that explains the basis for finding that the Bidder did not meet the Contract goal or did not make adequate good faith efforts to meet the Contract goal, within 7 days of the date of the notice issued in this section.

The reconsideration decision is final and not subject to administrative appeal.

2.3.7. Determination of DBE Participation. The work performed by the DBE must be reasonably construed to be included in the work area and NAICS work code identified by the Contractor in the approved commitment.

Participation by a DBE on a Contract will not be counted toward DBE goals until the amount of the participation has been paid to the DBE.

Payments made to a DBE that was not on the original commitment may be counted toward the Contract goal if that DBE was certified as a DBE before the execution of the subcontract and has performed a Commercially Useful Function.

The total amount paid to the DBE for work performed with its own forces is counted toward the DBE goal. When a DBE subcontracts part of the work of its Contract to another firm, the value of the subcontracted work may be counted toward DBE goals only if the subcontractor is itself a DBE.

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DBE Goal credit for the DBE subcontractors leasing of equipment or purchasing of supplies from the Contractor or its affiliates is not allowed. Project materials or supplies acquired from an affiliate of the Contractor cannot directly or indirectly (second or lower tier subcontractor) be used for DBE goal credit.

If a DBE firm is declared ineligible due to DBE decertification after the execution of the DBE’s subcontract, the DBE firm may complete the work and the DBE firm's participation will be counted toward the Contract goal. If the DBE firm is decertified before the DBE firm has signed a subcontract, the Contractor is obligated to replace the ineligible DBE firm or demonstrate that it has made good faith efforts to do so.

The Contractor may count 100% of its expenditure to a DBE manufacturer. According to 49 CFR 26.55(e)(1)(i), a DBE manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the Contract and of the general character described by the specifications.

The Contractor may count only 60% of its expenditure to a DBE regular dealer. According to 49 CFR 26.55(e)(2)(i), a DBE regular dealer is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials, supplies, articles, or equipment of the general character described by the specifications and required under the Contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. A firm may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business if the firm both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment must be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. A long-term lease with a third-party transportation company is not eligible for 60% goal credit.

With respect to materials or supplies purchased from a DBE that is neither a manufacturer nor a regular dealer, the Contractor may count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site.

A Contractor may count toward its DBE goal a portion of the total value of the Contract amount paid to a DBE joint venture equal to the distinct, clearly defined portion of the work of the Contract performed by the DBE.

2.3.8. Commercially Useful Function. It is the Contractor’s obligation to ensure that each DBE used on federal-assisted contracts performs a commercially useful function on the Contract.

The Owner will monitor performance during the Contract to ensure each DBE is performing a CUF.

Under the terms established in 49 CFR 26.55, a DBE performs a CUF when it is responsible for execution of the work of the Contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved.

With respect to material and supplies used on the Contract, a DBE must be responsible for negotiating price, determining quality and quantity, ordering the material, installing the material, if applicable, and paying for the material itself.

With respect to trucking, the DBE trucking firm must own and operate at least one fully licensed, insured, and operational truck used on the Contract. The DBE may lease trucks from another DBE firm, including an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract. The DBE may also lease trucks from a non-DBE firm, including from an owner-operator. The DBE that leases trucks equipped with drivers from a non-DBE is entitled to credit for the total value of transportation services provided by non-DBE leased trucks equipped with drivers not to exceed the value of transportation services on the Contract provided by DBE-owned trucks or leased trucks with DBE employee drivers. Additional participation by non-DBE owned trucks equipped with drivers receives credit only for the fee or commission it receives as a result of the lease arrangement.

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A DBE does not perform a CUF when its role is limited to that of an extra participant in a transaction, Contract, or project through which funds are passed in order to obtain the appearance of DBE participation. The Owner will evaluate similar transactions involving non-DBEs in order to determine whether a DBE is an extra participant.

If a DBE does not perform or exercise responsibility for at least 30% of the total cost of its Contract with its own work force, or the DBE subcontracts a greater portion of the work than would be expected on the basis of normal industry practice for the type of work involved, the Owner will presume that the DBE is not performing a CUF.

If the Owner determines that a DBE is not performing a CUF, no work performed by such DBE will count as eligible participation. The denial period of time may occur before or after a determination has been made by the Owner.

In case of the denial of credit for non-performance, the Contractor will be required to provide a substitute DBE to meet the Contract goal or provide an adequate good faith effort when applicable.

2.3.8.1. Rebuttal of a Finding of No Commercially Useful Function. Consistent with the provisions of 49 CFR 26.55(c)(4)&(5), before the Owner makes a final finding that no CUF has been performed by a DBE, the Owner will notify the DBE and provide the DBE the opportunity to provide rebuttal information.

CUF determinations are not subject to administrative appeal.

2.3.9. Joint Check. The use of joint checks between a Contractor and a DBE is allowed with Owner approval. To obtain approval, the Contractor must submit a completed Form 2178, “DBE Joint Check Approval,” to the Owner.

The Owner will closely monitor the use of joint checks to ensure that such a practice does not erode the independence of the DBE nor inhibit the DBE’s ability to perform a CUF. When joint checks are utilized, DBE credit toward the Contract goal will be allowed only when the subcontractor is performing a CUF in accordance with 49 CFR 26.55(c)(1).

Long-term or open-ended joint checking arrangements may be a basis for further scrutiny and may result in the lack of participation towards the Contract goal requirement if DBE independence cannot be established.

Joint checks will not be allowed simply for the convenience of the Contractor.

If the proper procedures are not followed or the Owner determines that the arrangements result in a lack of independence for the DBE involved, no credit for the DBE’s participation as it relates to the material cost will be used toward the Contract goal requirement, and the Contractor will need to make up the difference elsewhere on the project.

2.3.10. DBE Termination and Substitution. No DBE named in the commitment submitted under Section 2.3.5. will be terminated for convenience, in whole or part, without the Owner’s approval. This includes, but is not limited to, instances in which a Contractor seeks to perform work originally designated for a DBE subcontractor with its own forces or those of an affiliate, a non-DBE firm, or with another DBE firm.

Unless consent is provided, the Contractor will not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE.

The Contractor, prior to submitting its request to terminate, must first give written notice to the DBE of its intent to terminate and the reason for the termination. The Contractor will copy the Owner on the Notice of Intent to terminate.

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The DBE has 5 calendar days to respond to the Contractor’s notice and will advise the Contractor and the Owner of the reasons, if any, why it objects to the proposed termination of its subcontract and why the Owner should not approve the prime Contractor’s request for termination.

The Owner may provide a shorter response time if required in a particular case as a matter of public necessity.

The Owner will consider both the Contractor’s request and DBE’s stated position prior to approving the request. The Owner may provide a written approval only if it agrees, for reasons stated in its concurrence document, that the Contractor has good cause to terminate the DBE. If the Owner does not approve the request, the Contractor must continue to use the committed DBE firm in accordance with the Contract. For guidance on what good cause includes, see 49 CFR 26.53.

Good cause does not exist if the Contractor seeks to terminate, reduce, or substitute a DBE it relied upon to obtain the Contract so that the Contractor can self-perform the work for which the DBE firm was engaged.

When a DBE subcontractor is terminated, make good faith efforts to find, as a substitute for the original DBE, another DBE to perform, at least to the extent needed to meet the established Contract goal, the work that the original DBE was to have performed under the Contract.

Submit the completed Form 2228, “DBE Termination Substitution Request,” within seven (7) days, which may be extended for an additional 7 days if necessary at the request of the Contractor. The Owner will provide a written determination to the Contractor stating whether or not good faith efforts have been demonstrated.

2.3.11. Reports and Records. By the 15th of each month and after work begins, report payments to meet the DBE goal and for DBE race-neutral participation on projects with or without goals. These payment reports will be required until all DBE subcontracting or material supply activity is completed. Negative payment reports are required when no activity has occurred in a monthly period.

Notify the Owner if payment to any DBE subcontractor is withheld or reduced.

Before receiving final payment from the Owner, the Contractor must indicate a final payment on the compliance tracking system. The final payment is a summary of all payments made to the DBEs on the project.

All records must be retained for a period of 3 years following completion of the Contract work, and must be available at reasonable times and places for inspection by authorized representatives of the Owner, Texas Department of Transportation or the DOT. Provide copies of subcontracts or agreements and other documentation upon request.

2.3.12. Failure to Comply. If the Owner determines the Contractor has failed to demonstrate good faith efforts to meet the assigned goal, the Contractor will be given an opportunity for reconsideration by the Owner.

A Contractor’s failure to comply with the requirements of this Special Provision will constitute a material breach of this Contract. In such a case, the Owner reserves the right to terminate the Contract; to deduct the amount of DBE goal not accomplished by DBEs from the money due or to become due the Contractor; or to secure a refund, not as a penalty but as liquidated damages, to the Owner or such other remedy or remedies as the Owner deems appropriate.

2.3.13. Investigations. The Owner may conduct reviews or investigations of participants as necessary. All participants, including, but not limited to, DBEs and complainants using DBE Subcontractors to meet the Contract goal, are required to cooperate fully and promptly with compliance reviews, investigations, and other requests for information.

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2.3.14. Falsification and Misrepresentation. If the Owner determines that a Contractor or subcontractor was a knowing and willing participant in any intended or actual subcontracting arrangement contrived to artificially inflate DBE participation or any other business arrangement determined by the Owner to be unallowable, or if the Contractor engages in repeated violations, falsification, or misrepresentation, the Owner may:

refuse to count any fraudulent or misrepresented DBE participation;

withhold progress payments to the Contractor commensurate with the violation;

refer the matter to the Office of Inspector General of the US Department of Transportation for

investigation; and/or

seek any other available contractual remedy.

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Instructions to Bidders

Item 2, “Instructions to Bidders,” of the Standard Specifications is amended with respect to the clauses cited below. No other clauses or requirements of this Item are waived or changed.

Article 2.3., “Issuing Proposal Forms,” second paragraph, is supplemented by the following.

The Owner will not issue a proposal form if one or more of the following apply:

the Bidder or affiliate of the Bidder that was originally determined as the apparent low Bidder on a project, but was deemed

nonresponsive for failure to submit a DBE commitment as specified in Article 2.14., “Disadvantaged Business Enterprise

(DBE),” is prohibited from rebidding that specific project.

Article 2.7., “Nonresponsive Bid,” is supplemented by the following:

The Owner will not accept a nonresponsive bid. A bid that has one or more of the deficiencies listed below is considered nonresponsive:

the Bidder failed to submit a DBE commitment as specified in Article 2.14., “Disadvantaged Business Enterprise (DBE).”

Article 2.14., “Disadvantaged Business Enterprise (DBE),” is added.

The apparent low bidder must submit DBE commitment information on federally funded projects with DBE goals within 5 calendar days (as defined in 49 CFR Part 26, Subpart A) of bid opening. For a submission that meets the 5-day requirement, administrative corrections will be allowed.

If the apparent low Bidder fails to submit their DBE information within the specified timeframe, the apparent low bidder will be deemed nonresponsive and the proposal guaranty will become the property of the Owner, not as a penalty, but as liquidated damages. The Bidder forfeiting the proposal guaranty will not be considered in future proposals for the same work unless there has been a substantial change in the design of the work. The Owner may recommend:

reject all bids, or

award the Contract to the new apparent low Bidder, if the new apparent low Bidder submits DBE information within

one calendar day of notification by the Owner.

If the new apparent low Bidder is unable to submit the required DBE information within one calendar day:

the new apparent low Bidder will not be deemed nonresponsive,

the Bidder’s guaranty will not be forfeited,

the Owner will reject all bids, and

the Bidder will remain eligible to receive future proposals for the same project.

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300-016

1 - 5 12-19 Statewide


Asphalts, Oils, and Emulsions

Item 300, “Asphalts, Oils, and Emulsions,” of the Standard Specifications, is amended with respect to the clauses cited below. No other clauses or requirements of this Item are waived or changed.

Section 300.2., “Materials.” The first paragraph is voided and replaced by the following.

Provide asphalt materials that meet the stated requirements when tested in accordance with the referenced Department, AASHTO, and ASTM test methods. Use asphalt containing recycled materials only if the recycled components meet the requirements of Article 6.9, “Recycled Materials.” Provide asphalt materials that the Department has preapproved for use in accordance with Tex-545-C, “Asphalt Binder Quality Program.”

Inform the Department of all additives or modifiers included in the asphalt binder as part of the facility quality plan, as required by Tex-545-C, “Asphalt Binder Quality Program,” and provide that information to Department personnel. The Department reserves the right to prohibit the use of any asphalt additive or modifier.

Limit the use of polyphosphoric acid to no more than 0.5% by weight of the asphalt binder.

Limit the use of re-refined engine oil bottoms to no more than 5.0% by weight of the asphalt binder.

300-016


Section 300.2.4., “Emulsified Asphalt,” Table 10 is voided and replaced by the following:

Table 10 Polymer-Modified Cationic Emulsified Asphalt

Property Test

Procedure

Type-Grade

Rapid-Setting Medium-Setting Slow-

Setting

CRS-1P CRS-2P CHFRS-2P CRS-2TR CMS-1P3 CMS-2P3 CSS-1P

Min Max Min Max Min Max Min Max Min Max Min Max Min Max

Viscosity, Saybolt Furol T 72 77°F, sec. – – – – – – -- -- 10 100 – – 20 100 122°F, sec. 50 150 150 400 100 400 150 500 – – 50 400 – –

Sieve test, % T 59 – 0.1 – 0.1 – 0.1 -- 0.1 – 0.1 – 0.1 – 0.1

Demulsibility, 35 ml of 0.8% sodium dioctyl sulfosuccinate, %

T 59 60 – 70 – 60 – 40 -- – – – – – –

Storage stability, 1 day, % T 59 – 1 – 1 – 1 -- 1 – 1 – 1 – 1

Breaking index, g Tex-542-C – 80 – – – – -- -- – – – – – –

Particle charge T 59 Positive Positive Positive Positive Positive Positive Positive

Distillation test1: T 59 Residue by distillation, % by

weight

65 – 65 – 65 – 65 -- 30 – 60 – 62 –

Oil distillate, % by volume of emulsion

– 3 – 0.5 – 0.5 -- 3 – 0.5 – 0.5 – 0.5

Tests on residue from distillation: Polymer content, wt. % (solids

basis) Tex-533-C

– – 3.0 – 3.0 – 5.07 -- – – – – 3.0 –

Penetration, 77°F, 100 g, 5 sec.

T 49 225 300 90 150 80 130 90 150 30 – 30 – 55 90

Viscosity, 140°F, poise T 202 – – 1,300 – 1,300 – 1,000 -- – - – - – – Solubility in trichloroethylene,

% T 44

97.0 – 97.0 – 95.0 – 98 -- – – – – 97.0 –

Softening point, °F T 53 – – – – 130 – -- -- – – – – 135 – Ductility, 77°F, 5 cm/min., cm T 51 – – – – – – 40 -- – – – – 70 – Float test, 140°F, sec. T 50 – – – – 1,800 – -- -- – – – – Ductility,2 39.2°F, 5 cm/min.,

cm T 51

– – 50 – – – -- -- – – – – – –

Elastic recovery,2 50°F, % Tex-539-C 45 – 55 – 55 – -- -- - – - – – –

Tests on residue from evaporative recovery:

R 78, Procedure B

Nonrecoverable creep compliance of residue, 3.2 kPa, 52°C, kPa-1

T 350

- 2.0 - 4.0

Tests on rejuvenating agent: Viscosity, 140°F, cSt T 201 – – – – – – -- -- 50 175 50 175 – – Flash point, C.O.C., °F T 48 – – – – – – -- -- 380 – 380 – – – Saturates, % by weight D 2007 – – – – – – -- -- – 30 – 30 – – Solubility in n-pentane, % by

weight D 2007

– – – – – – -- -- 99 – 99 – – –

Tests on rejuvenating agent after TFO or RTFO:

T 240 or T 179

Weight Change, % – – – – – – -- -- – 6.5 – 6.5 – – Viscosity Ratio – – – – – – -- -- – 3.0 – 3.0 – –

Tests on latex4: Tensile strength, die C

dumbbell, psi D 4125 – – – – – – -- -- 800 – 800 – – –

Change in mass after immersion in rejuvenating agent, %

D 471 – – – – – –

--

-- – 406 – 406 – –

300-016


1. Exception to T 59: Bring the temperature on the lower thermometer slowly to 350°F (±0°F). Maintain at this temperature for 20 min. Complete total distillation in 60 min. (±5 min.) from the first application of heat.

2. CRS-2P must meet one of either the ductility or elastic recovery requirements. 3. With all precertification samples of CMS-1P or CMS-2P, submit certified test reports showing that the rejuvenating agent

and latex meet the stated requirements. Submit samples of these raw materials if requested by the Engineer. 4. Preparation of latex specimens: Use any substrate and recovery method which produces specimens of uniform

dimensions and which delivers enough material to achieve desired residual thickness. 5. Cut samples for tensile strength determination using a crosshead speed of 20 in./min. 6. Specimen must remain intact after exposure and removal of excess rejuvenating agent. 7. Modifier type is tire rubber.

Section 300.2.4., “Emulsified Asphalt”, is supplemented by the following:

Emulsified Asphalt. Provide emulsified asphalt that is homogeneous, does not separate after thorough mixing, and meets the requirements for the specified type and grade in Tables 7, 8, 9, and 10.

Table 10B

Non-Tracking Tack Coat Emulsion

Property Test Procedure

Quick Setting

QS-1HH

Min Max

Viscosity, Saybolt Furol, 77º F,sec T 72 15 --

Storage stability, 1 Day, % T 59 -- 1

Settlement, 5-day, % T 59 2 5

Sieve test, % T 59 -- 0.30

Distillation test:1 T 59 Residue by distillation, % by wt. 50 --

Oil distillate, by volume of emulsion -- 1.0

Test on residue from distillation: Penetration, 77ºF, 100 g, 5 sec. T 49 -- 20 Solubility in trichloroethylene, % T 44 97.5 --

Softening point, ºF T 53 150 Dynamic shear, G*/sin(δ), 82°C, 10 rad/s, kPa T 315 1.0 --

1. Exception to AASHTO T-59: Bring the temperature on the lower thermometer slowly to 350ºF ± 10ºF. Maintain at this temperature for 20 min. Complete total distillation in 60 ± 5 min. from first application of heat.

300-016


Section 300.2.5., “Specialty Emulsions.” The first sentence is voided and replaced with the following:

Specialty emulsions may be either asphalt-based or resin-based and must meet the requirements of Table 11 or Table 11A.

Section 300.2.5., “Specialty Emulsions,” is supplemented by the following:

Table 11A

Hard Residue Surface Sealant

Property Test Procedure Min Max

Viscosity, Krebs unit, 77ºF, Krebs units D 562 45 75

Softening point, ºF T 531 250 --

Uniformity D 2939 Pass2

Resistance to heat D 2939 Pass3

Resistance to water D 2939 Pass4

Wet flow, mm D 2939 -- 0

Resistance to Kerosene (optional)5 D 2939 Pass6

Ultraviolet exposure, UVA-340, 0.77 W/m2, 50°C chamber, 8 hours UV lamp, 5 min spray, 3 hours 55 minutes condensation, 1000 hr total exposure7

G 154 Pass8

Abrasion loss, 1.6 mm thickness, liquid only, % ISSA TB-100 -- 1.0

Residue by evaporation, % by weight D 2939 33 --

Tests on residue from evaporation: Penetration, 77ºF, 100 g, 5 sec. T 49 15 30 Flash point, Cleveland open cup, °F T 48 500

Tests on base asphalt before emulsification Solubility in trichloroethylene, % T 44 98 --

1. Cure the emulsion in the softening point ring in a 200°F ± 5°F oven for 2 hr. 2. Product shall be homogenous and show no separation or coagulation that cannot be overcome by moderate stirring. 3. No sagging or slippage of film beyond the initial reference line. 4. No blistering or re-emulsification. 5. Recommended for airport applications or where fuel resistance is desired. 6. No absorption of Kerosene into the clay tile past the sealer film. Note sealer surface condition and loss of adhesion. 7. Other exposure cycles with similar levels of irradiation and conditions may be used with Department approval. 8. No cracking, chipping, surface distortion, or loss of adhesion. No color fading or lightening.

Section 300.2.10., “Performance-Graded Binders,” Table 17 is voided and replaced by the following:

300-016


Table 17 Performance-Graded Binders

Property and Test Method

Performance Grade

PG 58 PG 64 PG 70 PG 76 PG 82

-22 -28 -34 -16 -22 -28 -34 -16 -22 -28 -34 -16 -22 -28 -34 -16 -22 -28

Average 7-day max pavement design temperature, °C1

58 64 70 76 82

Min pavement design temperature, °C1 -22 -28 -34 -16 -22 -28 -34 -16 -22 -28 -34 -16 -22 -28 -34 -16 -22 -28

Original Binder

Flash point, T 48, Min, °C 230

Viscosity, T 3162, 3: 135

Max, 3.0 Pas, test temperature, °C

Dynamic shear, T 3154:

58 64 70 76 82 G*/sin(), Min, 1.00 kPa, Max, 2.00 kPa7, Test temperature @ 10 rad/sec., °C

Elastic recovery, D6084, 50°F, % Min8 – – 30 – – 30 50 – 30 50 60 30 50 60 70 50 60 70

Rolling Thin-Film Oven (Tex-541-C)

Mass loss, Tex-541-C, Max, % 1.0


58 64 70 76 82 G*/sin(, Min, 2.20 kPa, Max, 5.00 kPa7, Test temperature @ 10 rad/sec., °C

MSCR, T350, Recovery, 0.1 kPa, High Temperature, % Min8

- - 20 - - 20 30 - 20 30 40 20 30 40 50 30 40 50

Pressure Aging Vessel (PAV) Residue (R 28)

PAV aging temperature, °C 100


25 22 19 28 25 22 19 28 25 22 19 28 25 22 19 28 25 22 G*/sin(, Max, 5000 kPa Test temperature @ 10 rad/sec., °C

Creep stiffness, T 3135, 6:

-12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 S, max, 300 MPa, m-value, min, 0.300 Test temperature @ 60 sec., °C

Direct tension, T 3146: -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 Failure strain, min, 1.0%

Test temperature @ 1.0 mm/min., °C

1. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department-supplied computer program, may be provided by the Department, or by following the procedures outlined in AASHTO MP 2 and PP 28.

2. This requirement may be waived at the Department’s discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316).

3. Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally, significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for addressing any constructability issues that may arise.

4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be

substituted for dynamic shear measurements of G*/sin() at test temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316).

5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use. 6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct

tension failure strain requirement can be used instead of the creep stiffness requirement. The m-value requirement must be satisfied in both cases.

7. Maximum values for unaged and RTFO aged dynamic shear apply only to materials used as substitute binders, as described in specification items, 340, 341, and 344.

8. Elastic Recovery (ASTM D6084) is not required unless MSCR (ASTM 315) is less than the minimum % recovery. Elastic Recovery shall be used for the acceptance criteria in this instance.

340-003



Dense-Graded Hot-Mix Asphalt (Small Quantity)

For this project, Item 340, “Dense-Graded Hot-Mix Asphalt (Small Quantity),” of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby.

Section 340.2.5., “Tack Coat.” The first paragraph is voided and replaced by the following.

Furnish CSS-1H, SS-1H, or a PG binder with a minimum high-temperature grade of PG 58 for tack coat binder in accordance with Item 300, “Asphalts, Oils, and Emulsions.” Specialized tack coat materials listed on the Department’s MPL are allowed or required when shown on the plans. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use.

Section 340.4.1., “Certification.” The paragraph is voided and replaced by the following.

Certification. Personnel certified by the Department-approved hot-mix asphalt certification program must conduct all mixture designs, sampling, and testing in accordance with Table 6. Supply the Engineer with a list of certified personnel and copies of their current certificates before beginning production and when personnel changes are made. Provide a mixture design developed and signed by a Level 2 certified specialist. Provide Level 1A certified specialists at the plant during production operations. Provide Level 1B certified specialists to conduct placement tests. Provide Level AGG101 certified specialists for aggregate testing.

Table 6, “Test Methods, Test Responsibility, and Minimum Certification Levels” is voided and replaced by the following.

340-003


Table 6 Test Methods, Test Responsibility, and Minimum Certification Levels

Test Description Test Method Contractor Engineer Level1

1. Aggregate and Recycled Material Testing

Sampling Tex-221-F 1A/AGG101

Dry sieve Tex-200-F, Part I 1A/AGG101

Washed sieve Tex-200-F, Part II 1A/AGG101

Deleterious material Tex-217-F, Parts I & III AGG101

Decantation Tex-217-F, Part II AGG101

Los Angeles abrasion Tex-410-A TxDOT

Magnesium sulfate soundness Tex-411-A TxDOT

Micro-Deval abrasion Tex-461-A AGG101

Crushed face count Tex-460-A AGG101

Flat and elongated particles Tex-280-F AGG101

Linear shrinkage Tex-107-E AGG101

Sand equivalent Tex-203-F AGG101

Organic impurities Tex-408-A AGG101

2. Asphalt Binder & Tack Coat Sampling

Asphalt binder sampling Tex-500-C, Part II 1A/1B

Tack coat sampling Tex-500-C, Part III 1A/1B

3. Mix Design & Verification

Design and JMF changes Tex-204-F 2

Mixing Tex-205-F 2

Molding (TGC) Tex-206-F 1A

Molding (SGC) Tex-241-F 1A

Laboratory-molded density Tex-207-F, Parts I & VI 1A

Rice gravity Tex-227-F, Part II 1A

Ignition oven correction factors2 Tex-236-F, Part II 2

Indirect tensile strength Tex-226-F 1A

Hamburg Wheel test Tex-242-F 1A

Boil test Tex-530-C 1A

4. Production Testing

Mixture sampling Tex-222-F 1A/1B

Molding (TGC) Tex-206-F 1A

Molding (SGC) Tex-241-F 1A

Laboratory-molded density Tex-207-F, Parts I & VI 1A

Rice gravity Tex-227-F, Part II 1A

Gradation & asphalt binder content2 Tex-236-F, Part I 1A

Moisture content Tex-212-F, Part II 1A/AGG101

Hamburg Wheel test Tex-242-F 1A

Boil test Tex-530-C 1A

5. Placement Testing

In-place air voids Tex-207-F, Parts I & VI 1A

In-place density (nuclear method) Tex-207-F, Part III 1B

Establish rolling pattern Tex-207-F, Part IV 1B

Ride quality measurement Tex-1001-S Note 3

1. Level 1A, 1B, AGG101, and 2 are certification levels provided by the Hot Mix Asphalt Center certification program. 2. Refer to Section 340.4.8.3., “Production Testing,” for exceptions to using an ignition oven. 3. Profiler and operator are required to be certified at the Texas A&M Transportation Institute facility when Surface

Test Type B is specified.

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340-003


Section 340.4.4.2., Mixing and Discharge of Materials.” The first paragraph is voided and replaced by the following.

Notify the Engineer of the target discharge temperature and produce the mixture within 25°F of the target. Monitor the temperature of the material in the truck before shipping to ensure that it does not exceed 350°F (or 275°F for WMA). The

Department will not pay for or allow placement of any mixture produced above 350°F.

Section 340.4.6.2., “Tack Coat.” The paragraph is voided and replaced by the following.

4.6.2.1 Application. Clean the surface before placing the tack coat. The Engineer will set the rate between 0.04 and 0.10 gal. of residual asphalt per square yard of surface area. Apply a uniform tack coat at the specified rate unless otherwise directed. Apply the tack coat in a uniform manner to avoid streaks and other irregular patterns. Apply the tack coat to all surfaces the will come in contact with the subsequent HMA placement, unless otherwise directed. Allow adequate time for emulsion to break completely before placing any material. Prevent splattering of tack coat when placed adjacent to curb, gutter, and structures. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use.

4.6.2.2 Sampling. The Engineer will obtain at least one sample of the tack coat binder per project in accordance with Tex-500-C, Part III, and test it to verify compliance with Item 300, “Asphalts, Oils, and Emulsions.” The Engineer will obtain the sample from the asphalt distributor immediately before use.

For emulsions, the Engineer may test as often as necessary to ensure the residual of the emulsion is greater than or equal to the specification requirement in Item 300, “Asphalts, Oils, and Emulsions.”

Section 340.5., “Measurement,” is voided and replaced by the following.

5.1 Dense Graded Hot-Mix Asphalt (SQ). Hot mix will be measured by the ton of composite hot-mix, which includes asphalt, aggregate, and additives. Measure the weight on scales in accordance with Item 520, “Weighing and Measuring Equipment.”

5.2 Tack Coat. Tack coat will be measured at the applied temperature by strapping the tank before and after road application and determining the net volume in gallons from the calibrated distributor. The Engineer will witness all strapping operations for volume determination. All tack, including emulsions, will be measured by the gallon applied.

The Engineer may allow the use of a metering device to determine asphalt volume used and application rate if the device is accurate within 1.5% of the strapped volume.

Section 340.6., “Payment,” the first paragraph is voided and replaced with the following.

The work performed and materials furnished in accordance with this Item and measured as provided under Article 340.5.1, “Measurement,” will be paid for at the unit bid price for “Dense Graded Hot-Mix Asphalt (SQ)” of the mixture type, SAC, and binder specified. These prices are full compensation for surface preparation, materials, placement, equipment, labor, tools, and incidentals.

Section 340.6., “Payment,” is supplemented by the following.

The work performed and materials furnished in accordance with this Item and measured as provided under Section 340.5.2, “Measurement,” will be paid for at the unit bid price for “Tack Coat” of the tack coat provided. These prices are full compensation for materials, placement, equipment, labor, tools, and incidentals.

341-003



Dense-Graded Hot-Mix Asphalt

For this project, Item 341, “Dense-Graded Hot-Mix Asphalt,” of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby.

Section 341.2.5., “Tack Coat.” The first paragraph is voided and replaced by the following.

Furnish CSS-1H, SS-1H, or a PG binder with a minimum high-temperature grade of PG 58 for tack coat binder in accordance with Item 300, “Asphalts, Oils, and Emulsions.” Specialized tack coat materials listed on the Department’s MPL are allowed or required when shown on the plans. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use.

Section 341.4.1., “Certification.” The paragraph is voided and replaced by the following.

Certification. Personnel certified by the Department-approved hot-mix asphalt certification program must conduct all mixture designs, sampling, and testing in accordance with Table 6. Supply the Engineer with a list of certified personnel and copies of their current certificates before beginning production and when personnel changes are made. Provide a mixture design developed and signed by a Level 2 certified specialist. Provide Level 1A certified specialists at the plant during production operations. Provide Level 1B certified specialists to conduct placement tests. Provide Level AGG101 certified specialists for aggregate testing.

Table 6, “Test Methods, Test Responsibility, and Minimum Certification Levels” is voided and replaced by the following.

341-003


Table 6 Test Methods, Test Responsibility, and Minimum Certification Levels

Test Description Test Method Contractor Engineer Level1 1. Aggregate and Recycled Material Testing

Sampling Tex-221-F 1A/AGG101 Dry sieve Tex-200-F, Part I 1A/AGG101

Washed sieve Tex-200-F, Part II 1A/AGG101 Deleterious material Tex-217-F, Parts I & III AGG101 Decantation Tex-217-F, Part II AGG101

Los Angeles abrasion Tex-410-A TxDOT Magnesium sulfate soundness Tex-411-A TxDOT Micro-Deval abrasion Tex-461-A AGG101

Crushed face count Tex-460-A AGG101 Flat and elongated particles Tex-280-F AGG101 Linear shrinkage Tex-107-E AGG101

Sand equivalent Tex-203-F AGG101 Organic impurities Tex-408-A AGG101

2. Asphalt Binder & Tack Coat Sampling

Asphalt binder sampling Tex-500-C, Part II 1A/1B Tack coat sampling Tex-500-C, Part III 1A/1B

3. Mix Design & Verification Design and JMF changes Tex-204-F 2 Mixing Tex-205-F 2

Molding (TGC) Tex-206-F 1A Molding (SGC) Tex-241-F 1A Laboratory-molded density Tex-207-F, Parts I & VI 1A

Rice gravity Tex-227-F, Part II 1A Ignition oven correction factors2 Tex-236-F, Part II 2 Indirect tensile strength Tex-226-F 1A

Hamburg Wheel test Tex-242-F 1A Boil test Tex-530-C 1A

4. Production Testing Selecting production random numbers Tex-225-F, Part I 1A Mixture sampling Tex-222-F 1A/1B

Molding (TGC) Tex-206-F 1A Molding (SGC) Tex-241-F 1A Laboratory-molded density Tex-207-F, Parts I & VI 1A

Rice gravity Tex-227-F, Part II 1A Gradation & asphalt binder content2 Tex-236-F, Part I 1A Control charts Tex-233-F 1A

Moisture content Tex-212-F, Part II 1A/AGG101 Hamburg Wheel test Tex-242-F 1A

Micro-Deval abrasion Tex-461-A AGG101 Boil test Tex-530-C 1A Abson recovery Tex-211-F TxDOT

5. Placement Testing Selecting placement random numbers Tex-225-F, Part II 1B In-place air voids Tex-207-F, Parts I & VI 1A

In-place density (nuclear method) Tex-207-F, Part III 1B Establish rolling pattern Tex-207-F, Part IV 1B Control charts Tex-233-F 1A

Ride quality measurement Tex-1001-S Note 3 Segregation (density profile) Tex-207-F, Part V 1B

Longitudinal joint density Tex-207-F, Part VII 1B Thermal profile Tex-244-F 1B

1. Level 1A, 1B, AGG101, and 2 are certification levels provided by the Hot Mix Asphalt Center certification program.

2. Refer to Section 341.4.9.2.3., “Production Testing,” for exceptions to using an ignition oven. 3. Profiler and operator are required to be certified at the Texas A&M Transportation Institute facility when Surface

Test Type B is specified.











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341-003


Section 341.4.5.2., Mixing and Discharge of Materials.” The first paragraph is voided and replaced by the following.

Notify the Engineer of the target discharge temperature and produce the mixture within 25°F of the target. Monitor the temperature of the material in the truck before shipping to ensure that it does not exceed 350°F (or 275°F for WMA). The

Department will not pay for or allow placement of any mixture produced above 350°F.

Section 341.4.7.2., “Tack Coat.” The paragraph is voided and replaced by the following.

4.7.2.1. Application. Clean the surface before placing the tack coat. The Engineer will set the rate between 0.04 and 0.10 gal. of residual asphalt per square yard of surface area. Apply a uniform tack coat at the specified rate unless otherwise directed. Apply the tack coat in a uniform manner to avoid streaks and other irregular patterns. Apply the tack coat to all surfaces the will come in contact with the subsequent HMA placement, unless otherwise directed. Allow adequate time for emulsion to break completely before placing any material. Prevent splattering of tack coat when placed adjacent to curb, gutter, and structures. Do not dilute emulsified asphalts at the terminal, in the field, or at any other location before use.

4.7.2.2. Sampling. The Engineer will obtain at least one sample of the tack coat binder per project in accordance with Tex-500-C, Part III, and test it to verify compliance with Item 300, “Asphalts, Oils, and Emulsions.” The Engineer will obtain the sample from the asphalt distributor immediately before use.

For emulsions, the Engineer may test as often as necessary to ensure the residual of the emulsion is greater than or equal to the specification requirement in Item 300, “Asphalts, Oils, and Emulsions.”

Section 341.4.7.3.1.3., “Thermal Camera,” is voided and replaced by the following.

Take immediate corrective action to eliminate recurring moderate thermal segregation when a hand-held thermal camera is used. Evaluate areas with moderate thermal segregation by performing density profiles in accordance with Section 341.4.9.3.3.2., “Segregation (Density Profile).” Provide the Engineer with the thermal profile of every sublot within one working day of the completion of each lot. Report the results of each thermal profile in accordance with Section 341.4.2., “Reporting and Responsibilities.” When requested by the Engineer, provide the electronic files generated using the thermal camera. The Engineer will use a hand-held thermal camera to obtain a thermal profile at least once per project. No production or placement payment adjustments greater than 1.000 will be paid for any sublot that contains severe thermal segregation. Suspend operations and take immediate corrective action to eliminate severe thermal segregation unless otherwise directed. Resume operations when the Engineer determines that subsequent production will meet the requirements of this Section. Evaluate areas with severe thermal segregation by performing density profiles in accordance with Section 341.4.9.3.3.2. Remove and replace the material in any areas that have both severe thermal segregation and a failing result for Segregation (Density Profile) unless otherwise directed. The sublot in question may receive a production and placement payment adjustment greater than 1.000, if applicable, when the defective material is successfully removed and replaced.

Section 341.4.9.2.2.2., “Informational Cantabro and Overlay Testing,” is voided and is not replaced.

341-003


Table 14, “Production and Placement Testing Frequency,” is voided and replaced by the following.

Table 14

Production and Placement Testing Frequency

Description Test Method Minimum Contractor Testing Frequency

Minimum Engineer Testing Frequency

Individual % retained for #8 sieve and larger Tex-200-F

or Tex-236-F

1 per sublot 1 per 12 sublots1 Individual % retained for sieves smaller than #8 and larger than #200

% passing the #200 sieve

Laboratory-molded density

Tex-207-F N/A 1 per sublot1

Laboratory-molded bulk specific gravity

In-place air voids

VMA Tex-204-F

Segregation (density profile)2 Tex-207-F, Part V 1 per sublot

1 per project Longitudinal joint density Tex-207-F, Part VII

Moisture content Tex-212-F, Part II When directed

Theoretical maximum specific (Rice) gravity

Tex-227-F N/A 1 per sublot1

Asphalt binder content Tex-236-F 1 per sublot 1 per lot1

Hamburg Wheel test Tex-242-F N/A

1 per project

Recycled Asphalt Shingles (RAS)3 Tex-217-F, Part III N/A

Thermal profile2 Tex-244-F 1 per sublot

Asphalt binder sampling and testing Tex-500-C, Part II 1 per lot

(sample only)

Tack coat sampling and testing Tex-500-C, Part III N/A

Boil test4 Tex-530-C 1 per lot

1. For production defined in Section 341.4.9.4., “Exempt Production,” the Engineer will test one per day if 100 tons or more are produced. For Exempt Production, no testing is required when less than 100 tons are produced.

2. Not required when a thermal imaging system is used. 3. Testing performed by the Construction Division or designated laboratory. 4. The Engineer may reduce or waive the sampling and testing requirements based on a satisfactory test history.

Section 341.4.9.3.3.2., “Segregation (Density Profile).” The second paragraph is voided and replaced by the following.

Perform a minimum of one density profile per sublot. Perform additional density profiles when any of the following conditions occur, unless otherwise approved:

the paver stops for more than 60 sec.;

either the Contractor or the Engineer identifies areas with thermal segregation; or

any visibly segregated areas exist.

Section 341.4.9.4., “Exempt Production.” The second paragraph is voided and replaced by the following.

For exempt production, the Contractor is relieved of all production and placement sampling and testing requirements, except for coring, and the production and placement pay factors are 1.000. All other specification requirements apply, and the Engineer will perform acceptance tests for production and placement listed in Table 14 when 100 tons or more per day are produced.
















341-003


Section 341.5., “Measurement,” is voided and replaced by the following.

5.1 Dense Graded Hot-Mix Asphalt. Hot mix will be measured by the ton of composite hot-mix, which includes asphalt, aggregate, and additives. Measure the weight on scales in accordance with Item 520, “Weighing and Measuring Equipment.”

5.2 Tack Coat. Tack coat will be measured at the applied temperature by strapping the tank before and after road application and determining the net volume in gallons from the calibrated distributor. The Engineer will witness all strapping operations for volume determination. All tack, including emulsions, will be measured by the gallon applied.

The Engineer may allow the use of a metering device to determine asphalt volume used and application rate if the device is accurate within 1.5% of the strapped volume.

Section 341.6., “Payment,” the first paragraph is voided and replaced with the following.

The work performed and materials furnished in accordance with this Item and measured as provided under Section 341.5.1, “Measurement,” will be paid for at the unit bid price for “Dense Graded Hot-Mix Asphalt” of the mixture type, SAC, and binder specified. These prices are full compensation for surface preparation, materials, placement, equipment, labor, tools, and incidentals.

Section 341.6., “Payment,” is supplemented by the following.

The work performed and materials furnished in accordance with this Item and measured as provided under Section 341.5.2, “Measurement,” will be paid for at the unit bid price for “Tack Coat” of the tack coat provided. These prices are full compensation for materials, placement, equipment, labor, tools, and incidentals.

Section 341.6.2.2., “Placement Sublots Subject to Removal and Replacement.” The second paragraph is voided and replaced by the following.

The bulk specific gravity of each core will be divided by the Engineer’s average maximum theoretical specific gravity for that lot to determine the new payment adjustment factor of the sublot in question. If the new payment adjustment factor is 0.700 or greater, the new payment adjustment factor will apply to that sublot. If the new payment adjustment factor is less than 0.700, no payment will be made for the sublot. Remove and replace the failing sublot, or the Engineer may allow the sublot to be left in place without payment. The Engineer may also accept the sublot in accordance with Section 5.3.1., “Acceptance of Defective or Unauthorized Work.” Replacement material meeting the requirements of this Item will be paid for in accordance with this Section.

462-002

1 08/19 Statewide


Concrete Box Culverts and Drains

Item 462, “Concrete Box Culverts and Drains,” of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby.

Section 2.1., “General.” The last paragraph is voided and replaced with the following:

Furnish material for precast formed and machine-made box culverts in accordance with DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.”

Sections 2.2.2., “Formed Precast,” and 2.2.3., “Machine-Made Precast,” are voided and replaced by the following.

2.2.2 Precast. Precast formed and machine –made box culvert fabrication plants must be approved in accordance with DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.” The Construction Division maintains a list of approved precast box culvert fabrication plants on the Department’s MPL. Fabricate precast boxes in accordance with DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.”

Sections 2.3.2., “Formed Precast,” and 2.3.3., “Machine-Made Precast,” are voided and replaced by the following.

2.3.2 Precast. Make, cure, and test compressive test specimens for precast formed and machine –made box culverts in accordance with DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.

Section 2.5., “Marking,” the first paragraph is voided and replaced with the following.

Marking. Clearly mark each precast unit with the following:

Name or trademark of fabricator and plant location;

ASTM designation and product designation (when applicable);

Date of manufacture,

Box size,

Minimum and maximum fill heights,

Designation “TX” for precast units fabricated per DMS-7305,

Fabricator’s designated approval stamp for each approved unit,

Designation “SR” for boxes meeting sulfate-resistant concrete plan requirements (when applicable), and

Precast drainage structures used for jacking and boring (when applicable).

Section 2.6., “Tolerances.” The section is voided and replaced with the following.

Ensure precast sections meet the permissible variations listed in ASTM C1577.

Ensure that the sides of a section at each end do not vary from being perpendicular to the top and bottom by more than 1/2 in. when measured diagonally between opposite interior corners. Deviations from this tolerance will be acceptable if the sections can be fitted at the plant and the joint opening at any point does not exceed 1 in. Use match-marks for proper installation on sections that have been accepted in this manner.

Ensure wall and slab thicknesses are not less than shown on the plans except for occasional deficiencies not greater than 3/16 in. or 5%, whichever is greater. If proper jointing is not affected, thicknesses in excess of plan requirements are acceptable.

462-002

2 08/19 Statewide

Section 2.7., “Defects and Repair.” The section is voided and replaced with the following:

Fine cracks on the surface of members that do not extend to the plane of the nearest reinforcement are acceptable unless the cracks are numerous and extensive. Repair cracks that extend into the plane of the reinforcing steel in accordance with the Department’s Concrete Repair Manual. The Engineer may accept boxes with repairs that are sound, properly finished, and cured in conformance with pertinent specifications. Discontinue further production of precast sections until corrections are made and proper curing is provided when fine cracks on the surface indicate poor curing practices.

Repair precast boxes in accordance with DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.”

Section 2.8., “Storage and Shipment.” This section is voided and replaced with the following:

2.8 Storage and Shipment. Store precast sections on a level surface. Do not place any load on the sections until design strength is reached and curing is complete. Store and ship precast boxes in accordance with DMS-7305, “Fabrication and Qualification Production for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.

464-001

1 08-19 Statewide


Reinforced Concrete Pipe

Item 464, “Reinforced Concrete Pipe,” of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby.

Section 2.1., “Fabrication.” The section is voided and replaced with the following.

Fabrication plants must be approved by the Materials and Tests Division in accordance with DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures,” before furnishing precast reinforced concrete pipe for Departmental projects. The Department’s MPL has a list of approved reinforced concrete pipe plants.

Furnish material and fabricate reinforced concrete pipe in accordance with DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.”

Section 2.3., “Marking.” The first paragraph is voided and replaced with the following. Furnish each section of reinforced concrete pipe marked with the following information specified in DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.”

Class or D-Load of pipe, ASTM designation, Date of manufacture, Pipe size, Name or trademark of fabricator and plant location, Designation “TX” for precast units fabricated per DMS-7305; Designated fabricator’s approval stamp for each approved unit, Pipe to be used for jacking and boring (when applicable), and Designation “SR” for pipe meeting sulfate-resistant concrete plan requirements (when applicable).

Section 2.5., “Causes for Rejection.” The section is voided and replaced with the following. Individual sections of pipe may be rejected for any of the conditions stated in the Annex of DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.” Section 2.6., “Repairs.” The section is voided and replaced with the following: Make repairs, if necessary, as stated in the Annex of DMS-7305, “Fabrication and Qualification Procedure for Multi-Project Fabrication Plants of Precast Concrete Drainage Structures.”

502-007

1 05-19 Statewide

Special Provision to Item 502 Barricades, Signs and Traffic Handling

Item 502, “Barricades, Signs and Traffic Handling” of the Standard Specifications, is hereby amended with respect to the clauses cited below, and no other clauses or requirements of this Item are waived or changed hereby.

Article 502.1., “Description,” is supplemented with the following:

The requirements of this Item do not include traffic control devices included as pay items in other specifications. Such traffic control devices include, but are not limited to Truck Mounted Attenuators and Trailer Attenuators, Portable Changeable Message Signs, and Portable Traffic Signals.

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666-007


Special Provision to Item 666 Retroreflectorized Pavement Markings

Item 666, “Retroreflectorized Pavement Markings,” of the Standard Specifications is amended with respect to the clauses cited below. No other clauses or requirements of this Item are waived or changed.

Section 2.3., “Glass Traffic Beads.” The first paragraph is voided and replaced by the following:

Furnish drop-on glass beads in accordance with DMS-8290, “Glass Traffic Beads,” or as approved. Furnish a double-drop of Type II and Type III drop-on glass beads for longitudinal pavement markings where each type bead is applied separately in equal portions (by weight), unless otherwise approved. Apply the Type III beads before applying the Type II beads. Furnish Type II beads for work zone pavement markings and transverse markings or symbols.

Section 4.3.1., “Type I Markings.,” is supplemented by the following:

4.3.1.3. Spot Striping. Perform spot striping on a callout basis with a minimum callout quantity as shown on the plans.

Section 4.3.2., “Type II Markings.,” is supplemented by the following:

4.3.2.1. Spot Striping. Perform spot striping on a callout basis with a minimum callout quantity as shown on the plans.

Section 4.4., “Retroreflectivity Requirements.,” is voided and replaced by the following.

Type I markings for Contracts totaling more than 20,000 ft. of pavement markings must meet the following minimum retroreflectivity values for all longitudinal edgeline, centerline or no passing barrier-line, and lane line markings when measured any time after 3 days, but not later than 10 days after application.

White markings: 250 millicandelas per square meter per lux (mcd/m2/lx)

Yellow markings: 175 mcd/m2/lx

Retroreflectivity requirements for Type I markings are not required for Contracts with less than 20,000 ft. of pavement markings or Contracts with callout work, unless otherwise shown on the plans.

Section 4.5., “Retroreflectivity Measurements.,” is voided and replaced by the following:

Use a mobile retroreflectometer to measure retroreflectivity for Contracts totaling more than 50,000 ft. of pavement markings, unless otherwise shown on the plans. For Contracts with less than 50,000 ft. of pavement markings, mobile or portable retroreflectometers may be used at the Contractor’s discretion. Coordinate with and obtain authorization from the Engineer before starting any retroreflectivity data collection.

Section 4.5.1., “Mobile Retroreflectometer Measurements.” The last paragraph is voided and replaced by the following.

Restripe again at the Contractor's expense with a minimum of 0.060 in. (60 mils) of Type I marking material if the average of these measurements falls below the minimum retroreflectivity requirements. Take measurements every 0.1 miles a minimum of 10 days after this third application within that mile segment for that series of markings. If the markings do not meet minimum retroreflectivity after this third application, the Engineer may require removal of all existing markings, a new application as initially specified, and a repeat of the application process until minimum retroreflectivity requirements are met.

666-007


Section 4.5.2., “Portable Retroreflectometer Measurements.” The first and second paragraphs are voided and replaced by the following.

Provide portable measurement averages for every 1.0 mile unless otherwise specified or approved. Take a minimum of 20 measurements for each 1-mi. section of roadway for each series of markings (e.g., edgeline, center skip line, each line of a double line) and direction of traffic flow when using a portable reflectometer. Measure each line in both directions for centerlines on two-way roadways (i.e., measure both double solid lines in both directions and measure all center skip lines in both directions). The spacing between each measurement must be at least 100 ft. The Engineer may decrease the mileage frequency for measurements if the previous measurements provide satisfactory results. The Engineer may require the original number of measurements if concerns arise.

Restripe at the Contractor's expense with a minimum of 0.060 in. (60 mils) of Type I marking material if the averages of these measurements fail. Take a minimum of 10 more measurements after 10 days of this second application within that mile segment for that series of markings. Restripe again at the Contractor's expense with a minimum of 0.060 in. (60 mils) of Type I marking material if the average of these measurements falls below the minimum retroreflectivity requirements. If the markings do not meet minimum retroreflectivity after this third application, the Engineer may require removal of all existing markings, a new application as initially specified, and a repeat of the application process until minimum retroreflectivity requirements are met.

Section 4.6. “Performance Period.” The first sentence is voided and replaced by the following:

All longitudinal markings must meet the minimum retroreflectivity requirements within the time frame specified. All markings must meet all other performance requirements of this specification for at least 30 calendar days after installation.

Article 6. “Payment.” The first two paragraphs are voided and replaced by the following.

The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid for “Pavement Sealer” of the size specified; “Retroreflectorized Pavement Markings” of the type and color specified and the shape, width, size, and thickness (Type I markings only) specified, as applicable; “Retroreflectorized Pavement Markings with Retroreflective Requirements” of the types, colors, sizes, widths, and thicknesses specified; “Retroreflectorized Profile Pavement Markings” of the various types, colors, shapes, sizes, and widths specified; or “Reflectorized Pavement Marking (Call Out)” of the shape, width, size, and thickness (Type I markings only) specified, as applicable; or “Pavement Sealer (Call Out)” of the size specified.

This price is full compensation for materials, application of pavement markings, equipment, labor, tools, and incidentals.

8679727691 7 - City of Del Rio

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