0042-05-033.pdf

Control 0042-05-033, ETC Project STP 2026(795)HES, ETC Highway US 287 County ARMSTRONG

ADDENDUM ACKNOWLEDGMENT

Each bidder is required to acknowledge receipt of an addendum issued for a specific project. This page is provided for the purpose of acknowledging an addendum.

FAILURE TO ACKNOWLEDGE RECEIPT OF AN ADDENDUM WILL RESULT IN THE BID NOT

BEING READ.

In order to properly acknowledge an addendum, place a mark in the box next to the respective addendum.

ADDENDUM NO. 1

ADDENDUM NO. 2

ADDENDUM NO. 3

ADDENDUM NO. 4

ADDENDUM NO. 5

In addition, the bidder by affixing their signature to the signature page of the proposal is acknowledging that they have taken the addendum(s) into consideration when preparing their bid and that the information contained in the addendum will be included in the contract, if awarded by the Commission or other designees.

1-1

This page intentionally left blank.

Highway US 287 County ARMSTRONG

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Hazard Elimination & Safety

ARMSTRONG COUNTY, TEXAS

The quantities in the proposal are approximate. The quantities of work and materials may be increased or decreased as considered necessary to complete the work as planned and contemplated.

This project is to be completed in 161 working days and will be accepted when fully completed and finished to the satisfaction of the Executive Director or designee.

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

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

A bid bond may be used as the required proposal guaranty. The bond form may be detached from the proposal for completion. The proposal may not be disassembled to remove the bond form. The bond must be in accordance with Item 2 of the specifications.

Any addenda issued amending this proposal and/or the plans that have been acknowledged by the bidder, become part of this proposal.

By signing the proposal the bidder certifies:

1. the only persons or parties interested in this proposal are those named and the bidder has not directly or indirectly participated in collusion, entered into an agreement or otherwise taken any action in restraint of free competitive bidding in connection with the above captioned project.

2. in the event of the award of a contract, the organization represented will secure bonds for the full amount of the contract.

3. the signatory represents and warrants that they are an authorized signatory for the organization for which the bid is submitted and they have full and complete authority to submit this bid on behalf of their firm.

4. that the certifications and representations contained in the proposal are true and accurate and the bidder intends the proposal to be taken as a genuine government record.

• Signed: **

(1) (2) (3) Print Name:

(1) (2) (3) Title:

(1) (2) (3) Company:

(1) (2) (3)

• Signatures to comply with Item 2 of the specifications.

**Note: Complete (1) for single venture, through (2) for joint venture and through (3) for triple venture.

* When the working days field contains an asterisk (*) refer to the Special Provisions and General Notes.

NOTICE TO CONTRACTORS

ANY CONTRACTORS INTENDING TO BID ON ANY WORK TO BE AWARDED

BY THIS DEPARTMENT MUST SUBMIT A SATISFACTORY “AUDITED FINANCIAL

STATEMENT” AND “EXPERIENCE QUESTIONNAIRE” AT LEAST TEN DAYS

PRIOR TO THE LETTING DATE.

UNIT PRICES MUST BE SUBMITTED IN ACCORDANCE WITH ITEM 2 OF

THE STANDARD SPECIFICATIONS OR SPECIAL PROVISION TO ITEM 2 FOR

EACH ITEM LISTED IN THIS PROPOSAL.

TEXAS DEPARTMENT OF TRANSPORTATION

BID BOND

KNOW ALL PERSONS BY THESE PRESENTS,

That we, (Contractor Name)

Hereinafter called the Principal, and (Surety Name) a corporation or firm duly authorized to transact surety business in the State of Texas, hereinafter called the Surety, are held and firmly bound unto the Texas Department of Transportation, hereinafter called the Obligee, in the sum of not less than two percent (2%) of the department’s engineer’s estimate, rounded to the nearest one thousand dollars, not to exceed one hundred thousand dollars ($100,000) as a proposal guaranty (amount displayed on the cover of the proposal), the payment of which sum will and truly be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, the principal has submitted a bid for the following project identified as:

Control 0042-05-033, ETC

Project STP 2026(795)HES, ETC

Highway US 287

County ARMSTRONG

NOW, THEREFORE, if the Obligee shall award the Contract to the Principal and the Principal shall enter into the Contract in writing with the Obligee in accordance with the terms of such bid, then this bond shall be null and void. If in the event of failure of the Principal to execute such Contract in accordance with the terms of such bid, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not as a penalty but as liquidated damages.

Signed this Day of 20

By:

(Contractor/Principal Name)

(Signature and Title of Authorized Signatory for Contractor/Principal)

*By:

(Surety Name)

(Signature of Attorney-in-Fact) Impressed

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

This form may be removed from the proposal

BIDDER’S CHECK RETURN

IMPORTANT

The space provided for the return address must be completed to facilitate the return of your bidder’s check. Care must be taken to provide a legible, accurate, and complete return address, including zip code. A copy of this sheet should be used for each different return address.

NOTE

Successful bidders will receive their guaranty checks with the executed contract.

RETURN BIDDERS CHECK TO (PLEASE PRINT):

Control 0042-05-033, ETC Project STP 2026(795)HES, ETC Highway US 287 County ARMSTRONG

IMPORTANT

PLEASE RETURN THIS SHEET IN ITS ENTIRETY

Please acknowledge receipt of this check(s) at your earliest convenience by signing below in longhand, in ink, and returning this acknowledgement in the enclosed self-addressed envelope.

Check Received By: Date:

Title:

For (Contractor's Name):

Project: County:

NOTICE TO THE BIDDER

In the space provided below, please enter your total bid amount for this project. Only this figure will be read publicly by the Department at the public bid opening.

It is understood and agreed by the bidder in signing this proposal that the total bid amount entered below is not binding on either the bidder or the Department. It is further agreed that the official total bid amount for this proposal will be determined by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts.

Total Bid Amount

Control Project Highway County

ALT ITEM DESC SP Bid Item Description Unit Quantity Bid Price Amount Seq

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Additional Signature for Joint Venture:

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Total Bid Amount _______$2,664.00________

EXAMPLE OF BID PRICES SUBMITTED BY COMPUTER PRINTOUT

0001-03-030

STP 2000(938)HES

SH 20

EL PASO

104 509 REMOV CONC (SDWLK) SY 266.400 $10.000 $2,664.00 1

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

EXAMPLES

BID PRICES SUBMITTED BY HAND WRITTEN FORMAT

Unit price for each plant in place

249 014 FLEX BASE(DEL)(DENSCOT)(TY A GR4 CL2) TON 56,787.00 14

ALT

ITEM-CODE

ITEM

NO

DESC

NO

S.P.

NO.

UNIT BID PRICE ONLY

WRITTEN IN WORDS UNIT

APPROX

QUANTITIES

DEPT

USE

ONLY

190 026 RED OAK 1 1/2” - 1 3/4” GAL BB EA 9.000 1

DLRS

CENTS

DLRS

CENTS

Unit price for each ton of Flexible Base

430 001 001 CL A CONC FOR EXT STR (CULV) CY 45.000 27

Unit price for each cubic yard of Concrete

DLRS

CENTS

610 007 001 RDWY ILL ASSEM(TY ST 50T-8-8)(.4 KW)S EA 13.000 7

Unit price of each Roadway Illumination Assembly

DLRS

CENTS

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

STP 2026(795)HES, ETC

Proposal Sheet

ARMSTRONG FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

100 7003

PREP ROW (TREE REMOVE) (0"-12" DIA)

EA 1.000 1 DOLLARS

and CENTS

100 7004

PREP ROW (TREE REMOVE) (12"-24" DIA)

EA 5.000 2 DOLLARS

and CENTS

104 7041

REMOV CONC (FLUME)

SY 2,223.000 3 DOLLARS

and CENTS

105 7038

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

SY 4,692.000 4 DOLLARS

and CENTS

105 7042

RMV (22") TRT/UNTRT BASE & ASPH PAV

SY 353.000 5 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 2,402.000 6 DOLLARS

and CENTS

132 7004

EMBANK (FNL)(DC)(TY B)

CY 18,510.000 7 DOLLARS

and CENTS

150 7002

BLADING

HR 300.000 8 DOLLARS

and CENTS

164 7047

DRILL SEED (TEMP_WARM_COOL)

AC 46.000 9 DOLLARS

and CENTS

164 7058

STRAW/HAY MLCH SEED

(PERM_RURAL_CLAY)

AC 46.000 10 DOLLARS

and CENTS

247 7133

FL BS (CMP IN PLC)(TY A OR B GR 4)(12")

SY 8,906.000 11 DOLLARS

and CENTS

310 7004

PRIME COAT (MC-30)

GAL 2,228.000 12 DOLLARS

and CENTS

314 7011

EMULS ASPH (EROSN CONT)(CSS-1H)

GAL 55,660.000 13 DOLLARS

and CENTS

1-6

ARMSTRONG FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

344 7057

SP MIXES SP-D SAC-A PG70-28

TON 3,066.000 14 DOLLARS

and CENTS

344 7077

TACK COAT

GAL 3,597.000 15 DOLLARS

and CENTS

354 7051

PLANE ASPH CONC PAV(2")

SY 3,190.000 16 DOLLARS

and CENTS

416 7040

DRILL SHAFT (RDWY ILL POLE) (30 IN)

LF 360.000 17 DOLLARS

and CENTS

432 7002

RIPRAP (CONC)(5 IN)

CY 5.900 18 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 4,546.000 19 DOLLARS

and CENTS

462 7066

CONC BOX CULV (6 FT X 3 FT)(EXTEND)

LF 10.000 20 DOLLARS

and CENTS

464 7007

RC PIPE (CL III)(30 IN)

LF 16.000 21 DOLLARS

and CENTS

467 7130

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

EA 1.000 22 DOLLARS

and CENTS

467 7347

SET (TY II) (30 IN) (RCP) (6: 1) (C)

EA 1.000 23 DOLLARS

and CENTS

479 7002

ADJUSTING INLETS

EA 6.000 24 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 2.000 25 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 8.000 26 DOLLARS

2-6

ARMSTRONG FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

496 7008

REMOV STR (BOX CULVERT)

LF 4.000 27 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 28 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 10.000 29 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 2.000 30 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 293.000 31 DOLLARS

and CENTS

505 7002

TMA (MOBILE OPERATION)

HR 20.000 32 DOLLARS

and CENTS

506 7037

SANDBAGS FOR EROSION CONTROL (8")

LF 1,000.000 33 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 1,725.000 34 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 1,725.000 35 DOLLARS

and CENTS

506 7043

BIODEG EROSN CONT LOGS (INSTL) (8")

LF 2,450.000 36 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 2,450.000 37 DOLLARS

and CENTS

514 7001

PERM CTB (SGL SLOPE) (TY 1) (42 )

LF 2,272.000 38 DOLLARS

and CENTS

514 7003

PERM CTB (SGL SLOPE) (TY 4) (42 )

LF 100.000 39 DOLLARS

3-6

ARMSTRONG FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

543 7002

CABLE BARRIER SYSTEM (INSTALL)(TL-4)

LF 57,253.000 40 DOLLARS

and CENTS

543 7018

CABLE BARRIER TERM SEC (INSTL)(TL-4)

EA 38.000 41 DOLLARS

and CENTS

545 7006

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

EA 2.000 42 DOLLARS

and CENTS

610 7185

IN RD IL (TY SA) 50B-12-12(400W EQ)LED

EA 10.000 43 DOLLARS

and CENTS

610 7233

IN RD IL (TY ST) 50T-12-12(400W EQ)LED

EA 36.000 44 DOLLARS

and CENTS

618 7054

CONDT (PVC) (SCH 80) (2")

LF 10,089.000 45 DOLLARS

and CENTS

618 7055

CONDT (PVC) (SCH 80) (2") (BORE)

LF 1,355.000 46 DOLLARS

and CENTS

624 7014

INSTL GROUND BOX (W/SECURE LID)

EA 52.000 47 DOLLARS

and CENTS

628 7048

ELC SRV TY A 240/480 060(NS)SS(E)SP(O)

EA 3.000 48 DOLLARS

and CENTS

644 7002

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

BM)

EA 5.000 49 DOLLARS

and CENTS

644 7004

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

EA 33.000 50 DOLLARS

and CENTS

644 7028

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

EA 2.000 51 DOLLARS

and CENTS

644 7064

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

EA 6.000 52 DOLLARS

4-6

ARMSTRONG FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

644 7073

REMOVE SM RD SN SUP&AM

EA 11.000 53 DOLLARS

and CENTS

658 7033

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

EA 24.000 54 DOLLARS

and CENTS

658 7078

REMOVE DELIN & OBJECT MARKER ASSMS

EA 4.000 55 DOLLARS

and CENTS

658 7080

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

EA 11.000 56 DOLLARS

and CENTS

658 7109

INST DEL ASSM (D-SW)SZ 1(WFLX)GNDLL

(BR)

EA 57.000 57 DOLLARS

and CENTS

658 7254

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

EA 2.000 58 DOLLARS

and CENTS

658 7317

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

EA 23.000 59 DOLLARS

and CENTS

658 7318

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

EA 5.000 60 DOLLARS

and CENTS

666 7008

REFL PAV MRK TY I (W)6"(DOT)(090MIL)

LF 830.000 61 DOLLARS

and CENTS

666 7023

REFL PAV MRK TY I (W)8"(SLD)(090MIL)

LF 2,402.000 62 DOLLARS

and CENTS

666 7026

REFL PAV MRK TY I (W)12"(LNDP)(090MIL)

LF 365.000 63 DOLLARS

and CENTS

666 7035

REFL PAV MRK TY I (W)24"(SLD)(090MIL)

LF 30.000 64 DOLLARS

and CENTS

666 7292

TY I HIGH PERF PM (W)6"(SLD)(090MIL)

LF 6,225.000 65 DOLLARS

5-6

ARMSTRONG FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

666 7304

TY I HIGH PERF PM (Y)6"(SLD)(090MIL)

LF 1,371.000 66 DOLLARS

and CENTS

677 7002

ELIM EXT PM & MRKS (6")

LF 5,165.000 67 DOLLARS

and CENTS

6071 7003

ALUMINUM ELECTRICAL COND (#6 XHHW)

LF 34,332.000 68 DOLLARS

6-6

CERTIFICATION OF INTEREST IN OTHER BID

PROPOSALS FOR THIS WORK

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

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

________ YES

________ NO

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

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

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

DISCLOSURE OF LOBBYING ACTIVITIES

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

1. Type of Federal Action:

a. contract

b. grant

c. cooperative agreement

d. loan

e. loan guarantee

f. loan insurance

2. Status of Federal Action:

a. bid/offer/application

b. initial award

c. post-award

3. Report Type:

a. initial filing

b. grant

For material change only:

year _______ quarter _____ date of last report ___________

4. Name and Address of Reporting Entity:

Prime Subawardee Tier __________, if known:

Congressional District, if known:

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

Congressional District, if known:

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

CFDA Number, if applicable: _____________________________

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

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

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

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

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

$ ___________________________ actual planned

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

a. retainer

b. one-time fee

c. commission

d. contingent fee

e. deferred

f. other; specify: _______________________________

12. Form of Payment (check all that apply)

a. cash

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

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

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

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

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

Signature: __________________________________________

Print Name: _________________________________________

Title: ______________________________________________

Telephone No: _____________________ Date: ___________

FEDERAL USE ONLY Authorized for Local Reproduction Standard Form - LLL

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

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

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

2. Identify the status of the covered Federal action.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB 0348-0046

CONTINUATION SHEET

Authorized for Local Reproduction

Standard Form - LLL-A

Reporting Entity: ____________________________________ Page ______ of ______

CONTRACTOR’S ASSURANCE

(Subcontracts-Federal Aid Projects)

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

Provisions for Subcontractors and will also physically attach the following:

Form FHWA 1273

Wage Rates

Special Provision 000-001

Special Provision 000-002

Special Provision 000-007

Required Contract Provisions Federal-Aid Construction

Contracts

All Construction Projects

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

Certificate of Nondiscrimination in Employment

Cargo Preference Act Requirements in Federal-Aid

11-25

ENGINEER SEAL

Project STP 2026(795)HES, ETC

Highway US 287 County ARMSTRONG

The enclosed Texas Department of Transportation Specifications, Special Specifications, Special Provisions, General Notes and Specification Data in this document have been selected by me, or under my responsible supervision as being applicable to this project.

Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act.

The seal appearing on this document was authorized by:

NAVARRO, LUIS P.E.

March 04, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

159530

NAVARRO, LUIS

County: Armstrong Sheet:

Highway: US 287 Control: 0042-05-033, ETC.

11-22-2019

General Notes Sheet A

GENERAL NOTES

CSJ: 0042-05-033, ETC

BASIS OF ESTIMATE FOR CONSTRUCTION

Item Description Unit Rate

164 SEEDING SEE PLAN SHEETS

166 FERTILIZER SEE PLAN SHEETS

310 PRIME COAT (MC-30) GAL 0.25 GAL/SY

314 EMULSIFIED ASPHALT

(CSS-1H)

GAL SEE NOTE 2

344 TACK COAT GAL 0.13 GAL / SY

344(1) SUPERPAVE MIXTURES

TON 6” 660 LB/SY/2000

TON 2” 220 LB/SY/2000

NOTE:

(1) SP-D SAC-A PG70-28 Weight Based On 110Lbs/SY/In

(2) 40% Emulsified Asphalt 60% Water Mixture Applied at 0.25 Gal/Sy.

General

Early review documentation including watermark Plans, CTD and cross sections will be posted to TxDOT District’s FTP website.

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

Q&A on Proposal or Contractor questions on this project are to be addressed to the Pampa AE navigate to:

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

Use the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the controls on the left. Hover over the blue hyperlink of the project you want to view the Q&A for and click on the link in the window that pops up.

All manufactured material used on the project must come from MPL located here:

https://www.txdot.gov/business/resources/materials/material-producer-list.html Alternate materials are noted in this contract.

Verify all survey control prior to beginning construction. Notify Engineer of any discrepancies in control prior to beginning construction.

General Notes Sheet B

There are approximately 6 "reference markers" within the project limits. If a marker needs to be moved for any reason during construction operations, the Contractor is to remove it, install it in a temporary location and then reinstall it in its correct permanent location. Both the temporary and permanent locations are to be on a line that is perpendicular to the original "station" along the roadway. The temporary location is to be at or near the right-of-way. The permanent location is to be directed by the Engineer.

See Railroad Scope of Work sheet for insurance and/or other requirements.

The Contractor is advised that a construction speed zone will be applicable for this project and is to be limited to the actual work areas under construction. The approved construction speed limit will be made available upon request to the Engineer.

If portions of the right-of-way is used to store materials, equipment, and other uses with the approval of the Engineer, materials, equipment, etc., must either be located outside the 30 feet traffic safety clearance zone or be adequately protected.

Contractor facilities, such as asphalt plants, concrete plants, rock crushers, etc. are not allowed to be located within Department right of way.

The slopes indicated on the typical sections may be varied when fixed features required slopes are re-established as directed by the Engineer.

Dust caused by construction operations is to be controlled by applying water in conformance with the requirements of Item 204, "Sprinkling". Sprinkling for dust control will not be paid for directly, but will be considered as subsidiary work to the various bid items.

Any work necessary to provide temporary ingress and egress during construction (such as building gravel ramps, etc.) Will not be paid for directly, but will be considered as subsidiary work to the various bid items.

Verify all existing grades, elevations, and cross slopes that will connect to any proposed grades and elevations. If adjustments are warranted, the Contractor is to submit proposed changes to the Engineer for verification.

Item 5 Control of the Work

The Amarillo District’s signal shop is not on the 811 call list. If traffic signals, illumination poles, ground boxes, service poles or ITS equipment are within 200 feet of any soil disturbance, contact the Amarillo District Headquarters signal shop (806-681-3014) at least 1 week in advance of work at the proposed locations. A representative from the signal shop will verify that no existing TxDOT electrical systems will interfere with the proposed work.

General Notes Sheet C

Item 7 Legal Relations and Responsibilities

No significant traffic generator events identified.

The total area disturbed for this project is approximately 95 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, provide a copy of the Contractor NOI for PSLs on the ROW to the Engineer and to the local government that operates a separate storm sewer system.

Item 8 Prosecution and Progress

Create, maintain, and submit for acceptance project progress schedule.

Item 100 Preparing Right Of Way

All tree removal activities are to take place outside nesting season. See EPIC for nesting season.

Remove trees of various diameters as shown on the plans, or as directed. Remove tree stumps to at least 12 in. below the surrounding terrain. Before backfilling holes treat the remainder of the stump with the following herbicide: Manufacture - Dow AgroScience; Product - Remedy or other as approved by the Engineer. Follow manufacture recommendations for herbicide. Backfill holes with acceptable material and compact flush with surrounding areas.

Identify each individual tree proposed to be removed. Obtain approval from the Engineer in the field for each individual tree proposed to be removed prior to any tree being removed.

Item 105 Removing Treated and Untreated Base and Asphalt Pavement

Contractor will dispose of existing treated material that is to be removed.

Item 110 Excavation

Prior to excavation and placement of embankment, the top-soil (6-inch depth) within the areas to be disturbed will be bladed into a windrow, or stockpiled, outside the limits of the fill slope.

After all grading is completed; the top soil (6-inch depth) will be spread over the disturbed areas that will not receive concrete riprap. This work is not paid for directly but will be considered as subsidiary work to the various bid items.

Item 132 Embankment

The plasticity index for TY B will not exceed 25.

Materials excavated from the project will be allowed to be used on the project as directed by the Engineer.

General Notes Sheet D

Item 150 Blading

Blading item will be used to re-establish positive drainage prior to placing mow strip.

Item 164 Seeding for Erosion Control

Perform planting operations in accordance with the recommendations contained in the latest version of the “TxDOT Roadside Vegetation Manual” developed by the Vegetation Management Section of the Maintenance Division.

Seeding may require more than one mobilization, depending upon the Contractor’s sequence of work.

Item 166 Fertilizer

Fertilize all areas of project to be seeded or sodded in accordance with the Amarillo District Vegetation Specification Sheet.

Item 247 Flexible Base

*Applies to TY A & D material only.

Item 300 Asphalts, Oils, and Emulsions

Asphalt from different sources is not to be blended.

The "Open" seasons for applying asphaltic materials and mixtures for the listed items are to be as follows, unless authorized otherwise in writing by the Engineer:

ITEMS OPEN SEASON

310 All Year 344 From April 15th through October 31st

Item 314 Emulsified Asphalt Treatment

CSS-1H or other equivalent material as approved by the Engineer.

SPECIFICATION FOR FLEX BASE, GR 4

GRADING REQUIREMENTS

PERCENT RETAINED – SIEVES

SIEVE SIZES INCHES

SOIL

CONSTANTS

MAX

WET

BALL

MAX %

INCREASE

IN

PASSING

# 40

1 3/4 7/8 3/8 # 4 # 40 L.L.

MAX

P.I.

MAX

0 17-32 40-60 50-70 70-85 40 12 45 20

General Notes Sheet E

Item 320 Equipment for Asphalt Concrete Pavement

A self-propelled, wheel mounted material transfer vehicle (MTV) capable of receiving hot mix from the haul trucks separate from the paver is required on all courses and all types of hot mix for this project. The MTV is to have a minimum storage capacity of approximately 25 tons, and equipped with a pivoting discharge conveyor and a means of completely remixing the hot mix prior to placement. The paver hopper is to be equipped with a separate surge storage insert with a minimum capacity of approximately 20 tons.

A pneumatic-tire roller with wind screen /thermal covers on tires is required on all courses and all types of hot mix for this project.

If used, the IR bar read out screen must be visible at all times to the Engineer.

Item 344 Superpave Mixtures

Use aggregate that meets the SAC requirement of class A.

Only fractionated RAP is allowed.

Use of RAS is not allowed.

The Engineer will have 10 working days to provide results of Hamburg Wheel test.

On surface mix a substitution PG binder is not allowed, as shown in Table 5.

On intermediate and base mix, the Contractor may use a substitute PG binder one grade below the PG binder originally specified; however, the mixture made with the substitute PG binder must meet the minimum number of passes on the Hamburg Wheel test (TEX-242-F) for the originally specified PG binder grade as shown in Table 10.

Make a smooth, clean, minimum 1 inch deep butt joint where each end of the new pavement joins the existing pavement. Any method approved by the Engineer can be used to make the joint.

The District Lab will perform a maximum of 2(two) design verification tests. If additional verification tests are needed, the Contractor will be billed $3,500.00 per each additional verification test required to obtain an approved asphaltic concrete pavement mix design.

If lime is not used as an antistrip agent, then the production and placement testing frequency for the Boil test (TEX-530-C) shown in the table below.

Description

Test Method

Minimum Contractor Testing

Frequency

Minimum Engineer Testing Frequency

Boil test

Tex-530-C

1 per lot

1 per 12 sublots

If used, the IR bar read out screen must be visible at all times to the Engineer.

General Notes Sheet F

Item 354 Planing and Texturing Pavement

The Contractor will retain ownership of planed materials.

Item 416 Drilled Shaft Foundations

A stabilization method is to be used to prevent caving of the material and is to be submitted as part of the Contractor’s Safety Plan.

Do not place illumination pole foundations in the flow line of a ditch.

Place drilled shafts at elevation compatible with proposed embankment & mow strip.

Item 421 Hydraulic Cement Concrete

The sand equivalent value of fine aggregate is not to be less than 85 when subjected to test method tex-203-F.

Furnish and maintain the following testing equipment:

Test Molds

All cast-in-place concrete except for drilled shafts are to be air-entrained. Pre-cast and drilled shaft concrete may be air-entrained at the Contractor’s option.

Item 432 Riprap

24” tie bars (#3 bars at 18” c-c) are to be used across all construction joints. Tie bars should be 12’’ into each side of the construction joint. When tying new riprap into existing riprap drill and epoxy grout 8” minimum into existing concrete. This is to be considered subsidiary to the payment for riprap.

Item 462 Concrete Box Culverts and Storm Drains

Backfill pipe up to the springline with granular material. The ponding method of backfilling will be allowed for the granular material only.

Item 464 Reinforced Concrete Pipe

Joint material for all pipes will be cold applied plastic asphalt sewer joint compound.

Bedding for pipe culverts is to be 6 inches of sand. The excavation required to place the sand will not be paid for directly but will be considered subsidiary to this item.

Backfill pipe up to the springline with granular material. The ponding method of backfilling will be allowed for the granular material only.

General Notes Sheet G

Item 467 Safety End Treatment

Pre-cast Safety End Treatments are allowed; however, a cast-in-place concrete apron will be required as shown on the plans & will be subsidiary to the Safety End Treatment.

Item 502 Barricades, Signs, and Traffic Handling

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

The Contractor is to have the option of using either plastic drums, vertical panels, grabber cones or a combination where drums are shown as channelizing devices, as approved by the Engineer.

Plastic drums are to be used in all transition areas in accordance with BC(8)-21 and WZ(TD)-17.

Furnish and install "soft shoulder" signs as directed by the Engineer. This work will not be paid for directly, but will be considered as subsidiary to item 502, "Barricades, Signs and Traffic Handling".

Provide a 3:1 backfill “safety slope” at the end of the day for any drop off exceeding 2” that is adjacent to a travel lane.

Lane closures are to be limited to a maximum of: 3 Miles.

If more than one lane closure location is desired a minimum of 2 miles passing zone is required between each location.

Notify the Engineer 24 hours prior to any lane closure.

Contractor is to use the Texas Manual on Uniform Traffic Control Devices to ensure that no traffic will be stopped within the Rail Road Right of Way. Contractor is to ensure all TCP and construction remain out of the Rail Road Right of Way. Contractor will not be allowed to send any contraflow traffic through RR crossing without written permission for Rail Road Owner.

Any work being done above travel lanes will require the lanes to be closed for traffic safety.

Item 504 Field Office and Laboratory

The following building(s) will be required for this project:

One Type (D) structure, asphalt mix control laboratory

General Notes Sheet H

Each building is to be provided before work is begun on the pertinent construction items for which it is needed. Portable structures are to be support blocked for stability and are to be tied down.

Any laboratory furnished is to be a minimum of 10 ft in width.

All-weather parking area and chain link security fence will not be required.

The Type D structures are to be equipped with the following in addition to requirements specified under item 504:

a. Safety equipment

(1) One eye wash station

(2) One fire extinguisher

(3) One first aid kit

Furnish a Type D structure for the asphalt mix control laboratory for the Engineer's exclusive use. In addition to requirements of item 504, this structure is to have a minimum height of 8 feet and provide a minimum 400 square feet gross floor area for permanently located plants or 200 square feet for temporary located plants serving one project. The floor area will be partitioned into a minimum of two interconnected rooms, each room furnished with an exterior door and a minimum of two windows. The floor is to have sufficient strength to support the testing equipment and have an impervious covering.

The Type D structures are to be adequately air conditioned and be furnished with a minimum of one desk and three chairs. The structure is to be provided with a 240-volt electrical service entrance. The service is to consist of a minimum of 4 - 120 volt circuits with 20 amp breakers and no more than two grounded convenience outlets per circuit and provisions for a minimum of two 220-volt ovens with vents to the outside. The structure is to have a minimum of 2 convenience outlets per wall, and a utility sink with an adequate clean potable water supply for testing. The state building is to be equipped with at minimum a hot water dispenser or hot water heater capable of generating 1 gallon of water per use at 140⁰ F with adequate water pressure.

Space heaters for heating the structure are unacceptable.

For this project, asphalt content will be determined utilizing the ignition method so the structure is to provide for the following in lieu of the item 504 requirements for asphalt content by extraction. The room to contain the ignition oven is to be adequately power ventilated and contain a NEMA 6-50r (208/240 v, 50 a) outlet within 2.5 feet of the ignition oven location and an independent exhaust outlet to the outside no further than 8 feet from the oven.

The surface for the ignition oven location is to be level, sturdy, and fireproof with at least 6-inch clearance between the furnace and other vertical surfaces.

If needed, each building is to be moved to a new location as directed by the Engineer. Any building that is no longer required on the job after completion of the pertinent construction items may be released to the Contractor upon consent of the Engineer.

General Notes Sheet I

Item 505 Truck -Mounted Attenuator (TMA) and Trailer Attenuator (TA)

In addition to the shadow vehicles with truck mounted attenuator (TMA) that are specified as being required on the traffic control plan for this project, provide 0 additional shadow vehicle(s) with TMA for TCP (2-1)-18, (2-6)-18, (3-2)-13 as detailed on the General Notes of this standard sheets.

Therefore, 2 total shadow vehicles with TMA will be required for this type of work. The Contractor will be responsible for determining if one or more of these operations will be ongoing at the same time to determine the total number of TMAs needed for the project.

Item 506 Temporary Erosion, Sedimentation, and Environmental Controls

Erosion control devices are to be installed as needed in coordination with the work progress, or as directed by the Engineer.

Use wooden stakes to secure erosion control logs. Do not use rebar stakes.

Item 514 Permanent Concrete Traffic Barrier

Precast concrete traffic barrier is to be joined together using a "Type R" joint.

Item 543 Cable Barrier System

Line Post (Driven Option) shall not be used.

Item 610 Roadway Illumination Assemblies

Furnish and install steel (not aluminum) roadway illumination poles.

Item 618 Conduit

The locations of conduit as shown are for diagrammatic purposed only and may be varied to meet local conditions, subject to approval. Backfill all open trenches before the end of the workday and do not leave any trench open overnight.

For underground conduit, smooth wall schedule 40 equivalent HDPE can be substituted for schedule 40 PVC. Schedule 80 bore can be replaced with a schedule 40 equivalent HDPE carrier pipe of adequate size to carry the proposed conduits. HDPE must transition to RMC/PVC per standards.

Abandoned underground conduit must have all conductors removed.

Item 620 Electrical Conductors

Provide breakaway electrical connectors that are compatible with copper and aluminum for breakaway poles. Use Bussman HEBW, Littlefuse LEB, Ferraz-Shawmut FEB, or equal on ungrounded conductors. For grounded conductors, use Bussman HET, Littlefuse LET, Ferraz-

General Notes Sheet J

Shawmut FEBN, or equal. These breakaway connectors have a white colored marking and a permanently installed solid neutral. See the latest RID (2) standard for additional details.

Item 624 Ground Boxes

Do not place ground boxes in the flow line of a ditch. Alternate ground box locations will be as directed. Ground boxes will be Type C with cast in place aprons.

Item 628 Electrical Services

Notify the utility company as soon as possible in order to minimize delay and coordinate the work necessary for the utility company to provide power.

The Contractor is responsible for submitting application(s) to applicable utility company which will be set up in the Contractor’s name with 911 address(es) for service location(s).

Costs and charges from the utility company will be paid by the Department in accordance with the standard specification.

Once the project is complete and accepted by the Department, the Department will transfer utility services into the Department’s name using the corresponding 911 addresses and meter numbers.

Item 644 Small Roadside Sign Supports and Assemblies

All slip base signs will have a triangular slip base with a 2-bolt clamp to prevent rotation of signpost. Set screw type slip base will not be allowed.

A 7" x 1/2" diameter galvanized rod or #4 rebar is to be installed in the sign stub as shown on SMD(SLIP-1)-08 to prevent rotation of the sign stub in the concrete footing.

The exact locations of the large and small roadside signs are to be as designated by the Engineer.

The existing riprap aprons are to be removed and disposed of as approved by the Engineer. This work is not to be paid for directly, but will be considered subsidiary to the removal of foundations under this item.

Probe before drilling for foundations to determine the location of all utilities and structures. This work will not be paid for directly, but will be considered subsidiary to bid items involved.

Details for standard signs not shown on the signing standards of the signing detail plan sheets are to be in conformance with the department's "Standard Highway Sign Designs for Texas" Manual, Latest Edition.

ALUMINUM

SIGN BLANKS

THICKNESS

Square Feet Minimum Thickness

Less than 7.5 0.100

7.5 or Greater 0.125

General Notes Sheet K

Item 658 Delineator and Object Marker Assemblies

For all ground mount applications provide hollow or tubular posts embedded in concrete using plastic wedged anchor system.

For all concrete barrier, bridge rail, and guard fence post mounted applications provide hollow or tubular posts with approved anchorage.

Conspicuity type wrap to be used only on Wrong Way & Do Not Enter signs.

Item 666 Reflectorized Pavement Markings

Retroreflectivity Measurements: Mobile or portable retroreflectometers may be used at the Contractor’s discretion.

Control : 0042-05-033, ETC Project : STP 2026(795)HES, ETC

ARMSTRONG

US 287Highway :

County :

TEXAS DEPARTMENT OF TRANSPORTATION

GOVERNING SPECIFICATIONS AND SPECIAL PROVISIONS

ALL SPECIFICATIONS AND SPECIAL PROVISIONS APPLICABLE TO THIS PROJECT ARE

IDENTIFIED AS FOLLOWS:

STANDARD SPECIFICATIONS:

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

REMOVING CONCRETEITEM 104

REMOVING TREATED AND UNTREATED BASE AND ASPHALT PAVEMENTITEM 105

EXCAVATION(132) ITEM 110

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

BLADINGITEM 150

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

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

PRIME COAT(300) (316) ITEM 310

EMULSIFIED ASPHALT TREATMENT(204) (300) ITEM 314

SUPERPAVE MIXTURES(300) (301) (320) (504) (520) (585) ITEM 344

PLANING AND TEXTURING PAVEMENTITEM 354

DRILLED SHAFT FOUNDATIONS(405) (420) (421) (423) (440) (448) ITEM 416

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

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

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

ITEM 462

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

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

ADJUSTING MANHOLES AND INLETS(400) (421) (465) (471) ITEM 479

REMOVING STRUCTURESITEM 496

MOBILIZATIONITEM 500

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

PORTABLE CHANGEABLE MESSAGE SIGNITEM 503

FIELD OFFICE AND LABORATORYITEM 504

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

TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS

(161) (432) (556)

ITEM 506

PERMANENT CONCRETE TRAFFIC BARRIER(400) (416) (420) (421) (424) (440)

(442) (448)

ITEM 514

CABLE BARRIER SYSTEM(421) (658) ITEM 543

CRASH CUSHION ATTENUATORS(502) ITEM 545

ROADWAY ILLUMINATION POLE ASSEMBLIES(416) (421) (432) (441) (442) (445)

(449) (616) (618) (620) (622) (624) (628)

ITEM 610

ITEMS 1-9 INCL., GENERAL REQUIREMENTS AND COVENANTS

ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION

SEPTEMBER 1, 2024.

STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE

CONTRACT BY REFERENCE.

1-2

GENERAL :

THE ABOVE-LISTED SPECIFICATIONS ITEMS ARE THOSE UNDER WHICH

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

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

SPECIFICATION ITEMS, AND INCLUDING THE SPECIAL PROVISIONS LISTED

ABOVE, CONSTITUTE THE COMPLETE SPECIFICATIONS FOR THIS PROJECT.

SPECIAL PROVISIONS :

SPECIAL PROVISIONS WILL GOVERN AND TAKE PRECEDENCE OVER

THE SPECIFICATIONS ENUMERATED HEREON WHEREVER IN

CONFLICT THEREWITH.

SPECIAL SPECIFICATIONS :

CONDUIT(400) (445) (476) ITEM 618

GROUND BOXES(420) (421) (432) (440) (618) (620) ITEM 624

ELECTRICAL SERVICES(441) (445) (449) (618) (620) (627) (656) ITEM 628

SMALL ROADSIDE SIGN ASSEMBLIES(421) (440) (441) (442) (445) (636) (656) ITEM 644

DELINEATOR AND OBJECT MARKER ASSEMBLIES(445) ITEM 658

RETROREFLECTORIZED PAVEMENT MARKINGS(316) (502) (662) (667) (677)

(678)

ITEM 666

ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS(300) (302)

(315) (316)

ITEM 677

"NONDISCRIMINATION" (000---001) SPECIAL PROVISION

"CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT" (000---

002)

SPECIAL PROVISION

"ON-THE-JOB TRAINING PROGRAM" (000---004) SPECIAL PROVISION

"CARGO PREFERENCE ACT REQUIREMENTS IN FEDERAL AID

CONTRACTS" (000---007)

SPECIAL PROVISION

"CERTIFICATE OF INTERESTED PARTIES (FORM 1295)" (000---017) SPECIAL PROVISION

"SCHEDULE OF LIQUIDATED DAMAGES" (000---031) SPECIAL PROVISION

"NOTICE OF CONTRACTOR PERFORMANCE EVALUATIONS" (000---

125)

SPECIAL PROVISION

(002---003) SPECIAL PROVISION TO ITEM 002

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

(006---009) SPECIAL PROVISION TO ITEM 006

(007---001) SPECIAL PROVISION TO ITEM 007

(009---002) SPECIAL PROVISION TO ITEM 009

(300---003) SPECIAL PROVISION TO ITEM 300

ALUMINUM ELECTRICAL CONDUCTORS6071ITEM

REQUIRED CONTRACT PROVISIONS. ALL FEDERAL-AID PROJECTS (REV. 10-23) (FORM

FHWA 1273)

WAGE RATES

2-2

Highway US 287 County ARMSTRONG

DISADVANTAGED BUSINESS ENTERPRISES

REQUIREMENTS

The following goal for…