0054-05-027.pdf

Control 0054-05-027, ETC Project C 54-5-27, ETC Highway SH 153, ETC County COLEMAN, ETC

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.

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Highway SH 153, ETC County COLEMAN, ETC

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Seal Coat

COLEMAN COUNTY, TEXAS , ETC

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 52 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:

FORTY NINE THOUSAND AND 00/100 (Dollars) ( $49,000.00)

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 0054-05-027, ETC

Project C 54-5-27, ETC

Highway SH 153, ETC

County COLEMAN, ETC

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 0054-05-027, ETC Project C 54-5-27, ETC Highway SH 153, ETC County COLEMAN, ETC

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

C 54-5-27, ETC

Proposal Sheet

COLEMAN, ETC 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.

316 7023

ASPH (AC-20-5TR)

TON 1,048.000 1 DOLLARS

and CENTS

316 7032

ASPH (RC-250)

TON 56.000 2 DOLLARS

and CENTS

316 7175

AGGR (TY-B, GR-5)(SAC-B)

CY 491.000 3 DOLLARS

and CENTS

316 7208

AGGR (TY-PB, GR-3)(SAC-B)

CY 6,760.000 4 DOLLARS

and CENTS

354 7085

PLANE ASPH CONC PAV (0" TO 0.75")

SY 559,356.000 5 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 6 DOLLARS

and CENTS

502 7004

BARRICADES, SIGNS AND TRAFFIC

HANDLING

EA 6.000 7 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 141.000 8 DOLLARS

and CENTS

662 7112

WK ZN PAV MRK SHT TERM (TAB)TY W

EA 550.000 9 DOLLARS

and CENTS

662 7114

WK ZN PAV MRK SHT TERM (TAB)TY Y-2

EA 5,169.000 10 DOLLARS

and CENTS

666 7177

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

LF 700.000 11 DOLLARS

and CENTS

666 7179

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

LF 1,452.000 12 DOLLARS

and CENTS

666 7184

RE PM TY II (W) 24" (SLD)

LF 314.000 13 DOLLARS

and CENTS

1-2

C 54-5-27, ETC

Proposal Sheet

COLEMAN, ETC 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 7186

RE PM TY II (W) (ARROW)

EA 8.000 14 DOLLARS

and CENTS

666 7194

RE PM TY II (W) (WORD)

EA 4.000 15 DOLLARS

and CENTS

666 7201

RE PM TY II (W) 36" (YLD TRI)

EA 10.000 16 DOLLARS

and CENTS

666 7531

RE PM TY II (W)6"(BRK)(020 MIL)

LF 4,938.000 17 DOLLARS

and CENTS

666 7533

RE PM TY II (W)6"(SLD)(020 MIL)

LF 245,920.000 18 DOLLARS

and CENTS

666 7535

RE PM TY II (Y)6"(BRK)(020 MIL)

LF 27,545.000 19 DOLLARS

and CENTS

666 7537

RE PM TY II (Y)6"(SLD)(020 MIL)

LF 346,485.000 20 DOLLARS

and CENTS

672 7001

REFL PAV MRKR TY I-A

EA 1,218.000 21 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 192.000 22 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 3,236.000 23 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 50.000 24 DOLLARS

and CENTS

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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.

ENGINEER SEAL

Project C 54-5-27, ETC

Highway SH 153, ETC County COLEMAN, ETC

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:

Jason H. Scantling P.E.

September 02, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

96633

Jason H. Scantling

County: Coleman, ETC

Highway: SH 153, ETC Control: 0054-05-027, ETC.

General Notes Sheet A

GENERAL NOTES

TEST TO BE IN ACCORDANCE WITH

TEXAS DEPARTMENT OF TRANSPORTATION

STANDARD TEST METHODS.

Basis of Estimate

Item Description Rate Ref. #(s) 310 Asph (RC-250) 0.22 Gal/SY 1, 2, 3, 4, 5, 6 316 Aggr (TY-B GR-5)(SAC-B) 125 SY/CY 1, 2, 3, 4, 5, 6 316 Asph (AC-20-5TR) 0.42 Gal/SY 1, 2, 3, 4, 5, 6 316 Aggr (TY-PB GR-3)(SAC-B) 85 SY/CY 1, 2, 3, 4, 5, 6

AC asphalts have been estimated at 8.04 lbs/gal.

RC asphalts have been estimated at 8.63 lbs/gal.

Environmental

The Contractor will not be allowed to store equipment, materials, incidentals, waste products, etc. in the Department’s R.O.W. without permission from the Engineer.

GENERAL

Unless specifically noted as applying to only a certain project or projects, these general notes will apply to all projects associated to this contract.

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

Name Email Address

Blake Stembridge, P.E. Blake.Stembridge@txdot.gov

Contractor questions will be accepted through email, phone, and in person by the above individual(s).

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

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

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

The Letting Pre-Bid Q&A web page for each project can be accessed by using the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the controls on the left. Hover mailto:Blake.Stembridge@txdot.gov https://nam11.safelinks.protection.outlook.com/?url=https%3A%2F%2Ftableau.txdot.gov%2Fviews%2FProjectInformationDashboard%2FNoticetoContractors&data=05%7C01%7CMax.Proctor%40txdot.gov%7Cf6a2766e270e4cea823108dae39c80dc%7C39dba4765c094c6391dace7a3ab5224d%7C0%7C0%7C638072558583801730%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=wMNmyxaIPD36ptOOO2QwcXfhp90oE8%2FAzEClLrhkcso%3D&reserved=0

General Notes Sheet B over the blue hyperlink for the project you want to view the Q&A for and click on the link in the window that pops up.

The Contractor's responsibility toward preparing the pavement for seal coat on all projects with no curb and gutter will be limited to normal sweeping with the usual rotary-broom equipment. All grass, weeds, etc. at the pavement edges will be removed by state forces.

The Contractor’s responsibility toward preparing the pavement for seal coat for Urban Projects with curb and gutter will be normal sweeping with the usual rotary-broom equipment. After the placement of the Seal Coat, trash, dirt, and excess rock will be removed from the curb and gutter and sidewalks in manner approved by the Engineer.

All roadway and intersections will be swept after each roadway is completed or as directed by the Engineer.

After each roadway is completed all paper joints will be removed when each roadway is complete or as directed by the Engineer.

The Engineer will calculate the length of rock lands and distributor shots for each project. The Contractor will measure and mark the rock land and distributor shots on the project, unless otherwise directed by the Engineer.

ITEM 7 PRESERVATION OF CULTURAL AND NATURAL RESOURCES AND THE ENVIRONMENT

No hazardous chemicals, petroleum products, etc. will be allowed to be stored in the Department’s R.O.W.

Roadway closures during the following key dates and/or special events are prohibited:

Festival City Start Date End Date Coleman Rodeo Coleman June 10 June 12 Coordinate any adjustments to the schedule with the Engineer if the anticipated dates change.

ITEM 8 PROSECUTION AND PROGRESS

Working days will be computed and charged in accordance with Section 8.3.1.4. “Standard Workweek”.

Asphalt season is from May 1st to August 31st. (SP 008-002) Work will not be performed without time being charged.

ITEM 310 PRIME COAT

Cure prime placed with a cutback asphalt binder for 14 days before placing subsequent surface courses unless otherwise directed by the Engineer.

General Notes Sheet C

Finished base must be dampened before the application of a cutback asphalt binder is placed. This work will not be paid for directly but will be considered subsidiary to Item 310.

ITEM 316 SURFACE TREATMENTS

The Department will witness the Transverse Distribution Test Tex-922-K, Part III. In accordance with Section 316.3.1.3.1, the type and grade of asphalt will be used to run the test unless otherwise directed by the Engineer. Paper or digital copies of all tests will be required before work begins.

In addition to other asphalt distributor requirements, the asphalt distributor will be capable of providing a transversely varied asphalt rate. The Contractor will demonstrate that the distributor can apply an asphalt rate outside of the wheel path locations between 22 and 32 percent higher than the asphalt rate being applied in the wheel paths. The Contractor’s calibration of the distributor will include verification of this capability and a description of the spray bar(s) and nozzles to be used. The percentage difference in the asphalt rate provided by each tested spray bar and nozzle arrangement will be provided to the Engineer.

The Engineer will select the pavements where the transversely varied asphalt rates are to be provided.

All precoated aggregate will use PG 64-22 asphalt.

Furnish aggregate with a minimum B surface aggregate classification.

The asphalt and aggregate rates shown hereon are for average conditions. The rate may be varied as determined by the Engineer to obtain proper embedment of aggregate.

Shots (as defined in 316.4.7.1) of equivalent widths will be equal lengths based on the smallest distributor.

If tracking of asphalt material is noticed while placing aggregate, the contractor will be required to use additional rock as directed by the Engineer.

Before stockpiling aggregate, the contractor will be required to provide TxDOT with stockpile locations and a sequence of work for each reference.

All mailbox turnouts, intersections, additional areas, etc. for each reference will be sealed before any travel lane(s) and/or shoulder(s) for that corresponding reference are sealed and pay quantities verified unless otherwise directed by the Engineer. Additional areas that are sealed without having the pay quantities verified by the Engineer will not be paid for or will have a deduction determined by the Engineer due to the inability to verify rock and asphalt rates. Asphalt will be applied on intersections with the asphalt distributor bar to the maximum extent possible.

Some roadways may require the shoulders to be shot prior to the travel lanes or as directed by the Engineer.

Striping needs to occur after mill

General Notes Sheet D

Protect all existing bridges, and other exposed concrete surfaces within the limits of this project(s), as much as practical, from asphalt materials by any means approved by the Engineer at the contractor’s expense.

Cover or protect all bridge joints prior to sealing. Joint covering and all loose rock will be removed after sealing. This work will not be paid for directly but will be considered subsidiary to Item 316.

The Contractor will be required to leave barricades in place at all stockpile locations until all remaining aggregate has been removed unless otherwise directed by the Engineer.

Use a medium pneumatic roller meeting the requirements of Item 210 as directed by the Engineer. This work will be subsidiary to the various bid items.

ITEM 354 PLANING AND TEXTURING PAVEMENT

Grade Referencing will be required as defined in Article 354.3.1 or as directed by the Engineer.

The planned asphaltic material for Reference 1 will be stockpiled at the intersection of US 84 and CR 118 (31° 47' 49.8984", -99° 22' 59.9982").

Reference 2 will be stockpiled about 4531 feet south of US 183 and CR 112 (32°28' 30.972", -98°53'4.1172").

Reference 3 will be stockpiled at the intersection at SH 206 and FM 2707 (32°3' 48.708", -99°12'33.2634").

Reference 4 will be stockpiled about 2093 feet north of SH 279 and CR 105 (31°53'45.3876", -99°7'20.1864") Reference 5 will be stockpiled at the intersection SH 206 and CR 569 (32°20'44.7966",-99°0'34.2792"), about 168 feet northwest of the intersection at SH 206 and CR 580 (32° 18'35.4456", -99°0'34.0482") and at the intersection at SH 206 and CR 569 (32°12'16.4874", -99°5'47.4036") Reference 6 will be stockpiled at the intersection of SH 206 and FM 2707 (32°3'48.708", -99°12'33.2634").

This material will remain the property of the Department.

Skid Steers will be allowed to mill remaining area around manholes.

The maximum haul distance for removed material will be to the County Maintenance Yard from work location. The material not used in RAP will be stockpiled at designated areas. The loading and hauling of this material will be subsidiary to Item 354.

Maintain a 2% cross slope on “normal crown” sections unless otherwise directed or shown in the plans.

The planed cross slope on super elevation sections will be as approved by the Engineer.

If during planing operations the base is exposed, halt operations and notify the Engineer immediately.

RC-250 0.22 Gal/SY) and Ty B GR 5 aggregate(125 SY/CY) will be used to seal exposed base sections.

If base is exposed within travel lane it should be fixed within the 24 hours anything outside of the travel lane to be fixed within 7 days.

General Notes Sheet E

Contractor will provide a 12-foot minimum’ fine-tooth milling drum with a tooth spacing range of ¼ to ½ inch apart. Grade referencing will be required as specified in 354.3.1. Milling operations will not advance faster than 30 feet per minute (fpm) or be based as a function of the RPMs of the milling drum such that the full uniform texture pattern is achieved with the speed of the milling operation in fpm limited to 30% of the drums RPMs. Any proposal to advance faster than this speed will be discussed with the Engineer and proven on a test strip of the Engineer’s choosing and will result in no repeated inconsistencies in texture during production milling. If inconsistencies are present, the machine speed will be reduced as directed by the Engineer.

The Contractor will coordinate the milling/planing and the placement of the seal coat on the required references such that all planed surfaces will not be exposed more than thirty days. Failure to comply will result in the suspension of work on the contract until the Contractor can mobilize and begin sealing the planed section. Time will not be suspended.

ITEM 502 BARRICADES, SIGNS, AND TRAFFIC HANDLING

The Contractor will be required to keep all TCP devices clean. If notified by the Engineer to clean the TCP devices, the Contractor will have until the end of that daylight period to comply. Failure to comply will result in a suspension of all work until the TCP devices are clean. Time will not be suspended

Work zone lengths will be determined by a 20 minute maximum round trip interval by the pilot car or limited to a 2 mile section as approved by the Engineer.

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.

Always Furnish and operate a Truck Mounted Attenuator (TMA) during the installation, repositioning, and removal of all barricades, signs, and channelizing devices.

CW8-7 “Loose Gravel” and CW8-12 “No Center Line” CW21-2 “Fresh Oil” sign(s) or other signs designated by the Engineer that are installed before seal coat operations begin on their prospective references will be covered or turned away from traffic, and will remain covered or turned until the day work starts on that reference unless otherwise directed by the Engineer. All coverings will be maintained as directed by the Engineer and as defined in Item 502.2. Covering or turning signs will comply with BC(4) “REMOVING ORCOVERING”. The Contractor's attention is called to the Traffic Control Details for Seal Coat operations plan sheet TCP (7-1). These signs are in addition to the signs and barricades required by BC or TCP standard sheets. The Contractor will be required to install and uncover these signs the day surfacing operations on the travel lanes begin on each given roadway or up to 72 hours prior and remove and/or cover these signs the day the Contractor is notified that the permanent striping has been placed. The Contractor has up to five (5) days to permanently remove all construction signs from the project after final

General Notes Sheet F striping has been approved by the Engineer. After five (5) days, State Forces will remove the signs and bill the Contractor for actual man hours, equipment utilization, storage and disposal fees, and any incidentals incurred by the State Forces. Noncompliance may result in non-payment in accordance with Article

502.4.1.2 and temporary suspension of all work until compliance is obtained. Time charges will continue.

Textured Pavement (W8-15a) and Motorcycle Plaque (W8-15P) will be required every 2 miles where milled surfaces are present.

On all TCP sheets requiring FCW20-7a (flagger symbol) with a distance placard, the distance placard may be omitted. The FCW20-7a signs will at all times be positioned between the minimum sign distance X shown on the TCP or not more than 1000 feet from the flagger.

Flags attached to CW20-1D (Road Work Ahead) may be omitted unless otherwise directed.

Traffic Control for all Temporary Tab placement and removal, Raised Reflective Pavement Marker placement and removal, brooming, and striping operations will comply with requirements for mobile operations unless otherwise directed.

For work on “Non Interstate/Freeway” roadways, type III barricades will not be required as shown on TCP standards. Channelizing devices will be cones.

For work on “Interstate/Freeway” roadways and work adjacent to the “Interstate/Freeway” lanes, all traffic control devices shown on the TCP standards will be required. Channeling devices will be drums and 42” two-piece cones.

The Contractor may be required to furnish flaggers with two-way radios to handle one-way traffic safely and efficiently through the work zone.

The pilot car will be used during seal coat operations on any highway deemed necessary as directed by the Engineer.

The Contractor will provide truck mounted attenuators on all shadow vehicles as shown on TCP (3-1 thru 3-3) standard sheets.

In case of inclement weather during daylight hours while the Contractor is still on the project, it will be the responsibility of the Contractor to handle traffic in a manner to minimize any damage to the seal coat.

General Notes Sheet G

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

Provide the number of vehicles with truck mounted attenuators (TMA) listed in the table below. 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.

STANDARD / PHASE # TMA’S REQUIRED

TCP (3-1) 2

TCP (3-2) 3

TCP (3-3) 2 or 3 TCP (3-4) 1 or 2 per workspace

Mobile shadow vehicle(s) with TMA are estimated at 141 days for this project. (47 days x 3 TMA’s)

ITEM 506 TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS

Mowing will be the only allowable method for clearing stockpile sites of existing vegetation. Blading will not be allowed.

The SW3P for this project will consist of using Contractor Force Account or Agreed Unit Price if erosion control is deemed necessary and will be as directed by the Engineer.

1. The Storm Water Pollution Prevention Plan (SWP3) consists of temporary erosion control measures needed and provided for under this Item. The disturbed area is less than one acre and use of erosion control measures is not anticipated. If physical conditions encountered at the job site require necessary controls, BMP installation, maintenance, and removal will be paid as extra work on a force account basis per Items 4.4 and 9.7.

ITEM 662 WORK ZONE PAVEMENT MARKINGS

Place work zone pavement markings (flexible tabs) prior to the seal coat operation to mark existing striping. If existing striping changes, it will be called out in the plans or directed by the engineer prior to striping operations.

Temporary tabs will be placed in accordance with TCP (7-1) standard for the seal coat operations and will have double covers.

Existing passing zones less than 1500 ft shall be striped as double no passing zones with double yellow stripes.

Temporary tabs will not be placed on a road more than 24 hours prior to the seal coat operations beginning on that road.

Temporary tabs will be removed once permanent reflectorized pavement markers have been placed.

General Notes Sheet H

Striping of yellow centerline and white broken lines will be required to be placed at the end of each workday on the milled surface. When signs are up for no passing zones and lanes, place a double 6” yellow solid line all the way.

ITEM 666 RETROREFLECTORIZED PAVEMENT MARKINGS

Sealed roadways will be allowed to cure for 3 days before final striping is placed unless otherwise directed by the Engineer.

Unless otherwise approved, all crosswalks and stop bars (arrows, numbers, etc.) will be placed and approved before any other striping (6 in. longitudinal striping centerline, edge line) is allowed to begin.

At all super-2 and climbing lane locations, double yellow will be placed to separate traffic. Passing zones that allow traffic to cross the centerline in an oncoming lane will not be allowed.

At all super-2 and climbing lane locations, double yellow will be placed to separate traffic. Passing zones that allow traffic to cross the centerline in an oncoming lane will not be allowed.

ITEM 677 ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS

Use “Mechanical Method” in accordance with 677.4.4., “Blasting Method” in accordance with 677.4.3, or a combination of the two as directed for eliminating existing pavement markings. “Blasting Method” will not be allowed in certain locations due to pavement thickness. If “Blasting Method” is used, water blasting will be the only allowable option, and the method will be approved by the Engineer.

Control : 0054-05-027, ETC Project : C 54-5-27, ETC

COLEMAN, ETC

SH 153, ETCHighway :

County :

TEXAS DEPARTMENT OF TRANSPORTATION

GOVERNING SPECIFICATIONS AND SPECIAL PROVISIONS

ALL SPECIFICATIONS AND SPECIAL PROVISIONS APPLICABLE TO THIS PROJECT ARE

IDENTIFIED AS FOLLOWS:

SPECIAL PROVISIONS :

SPECIAL PROVISIONS WILL GOVERN AND TAKE PRECEDENCE OVER

THE SPECIFICATIONS ENUMERATED HEREON WHEREVER IN

CONFLICT THEREWITH.

STANDARD SPECIFICATIONS:

SEAL COAT(210) (300) (302) (341) (520) ITEM 316

PLANING AND TEXTURING PAVEMENTITEM 354

MOBILIZATIONITEM 500

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

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

WORK ZONE PAVEMENT MARKINGS(666) (668) (672) (677) ITEM 662

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

(678)

ITEM 666

RAISED PAVEMENT MARKERS(677) (678) ITEM 672

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.

"SPECIAL LABOR PROVISIONS FOR STATE PROJECTS (000---

005)" (000---005)

SPECIAL PROVISION

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

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

"SMALL BUSINESS ENTERPRISE IN STATE-FUNDED PROJECTS" (000

---019)

SPECIAL PROVISION

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

125)

SPECIAL PROVISION

"SCHEDULE OF LIQUIDATED DAMAGES" (000---224) SPECIAL PROVISION

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

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

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

(008---002) SPECIAL PROVISION TO ITEM 008

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

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

(316---001) SPECIAL PROVISION TO ITEM 316

(500---002) SPECIAL PROVISION TO ITEM 500

(666---002) SPECIAL PROVISION TO ITEM 666

(672---001) SPECIAL PROVISION TO ITEM 672

WAGE RATES

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 SPECIFICATIONS :

2-2

Highway SH 153, ETC County COLEMAN, ETC

SMALL BUSINESS ENTERPRISE REQUIREMENTS

The following goal for small business enterprises is established:

SBE

0%

CHILD SUPPORT STATEMENT

Under section 231.006, Family Code, the vendor or applicant certifies that the individual or business entity named in this contract, bid, or application is not ineligible to receive the specified grant, loan, or payment and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate.

CONFLICT OF INTEREST CERTIFICATION

Pursuant to Texas Government Code Section 2261.252(b), the Department is prohibited from entering into contracts in which Department officers and employees have a financial interest.

By signing the Contract, the Contractor certifies that it is not prohibited from entering into a Contract with the Department as a result of a financial interest as defined under Texas Government Code Section 2261.252(b), and that it will exercise reasonable care and diligence to prevent any actions or conditions that could result in a conflict of interest with the Department.

The Contractor also certifies that none of the following individuals, nor any of their family members within the second degree of affinity or consanguinity, owns 1% or more interest or has a financial interest as defined under Texas Government Code Section 2261.252(b) in the Contractor:

Any member of the Texas Transportation Commission; and The Department’s Executive Director, General Counsel, Chief of Procurement and Field Support

Operations, Director of Procurement, and Director of Contract Services.

Violation of this certification may result in action by the Department.

E-VERIFY CERTIFICATION

Pursuant to Texas Transportation Code §223.051, all TxDOT contracts for construction, maintenance, or improvement of a highway must include a provision requiring Contractors and subcontractors to use the U.S. Department of Homeland Security’s E-Verify system to determine employment eligibility. By signing the contract, the Contractor certifies that prior to the award of the Contract:

the Contractor has registered with and will, to the extent permitted by law, utilize the United States Department of Homeland Security’s E-Verify system during the term of the Contract to determine the eligibility of all persons hired to perform duties within Texas during the term of the agreement; and the Contractor will require that all subcontractors also register with and, to the extent permitted by law, utilize the United States Department of Homeland Security’s E-Verify system during the term of the subcontract to determine the eligibility of all persons hired to perform duties within Texas during the term of the agreement.

Violation of this requirement constitutes a material breach of the Contract, subjects a subcontractor to removal from the Contract, and subjects the Contractor or subcontractors to possible sanctions in accordance with Title 43, Texas Administrative Code, Chapter 10, Subchapter F, “Sanctions and Suspension for Ethical Violations by Entities Doing Business with the Department.”

_BPSDocName 1-1

Certification Regarding Disclosure of Public Information Pursuant to Subchapter J, Chapter 552, Texas Government Code, contractors executing a contract with a governmental body that results in the expenditure of at least $1 million in public funds must:

1) preserve all contracting information* as provided by the records retention requirements applicable to Texas Department of Transportation (TxDOT) for the duration of the contract,

2) on request of TxDOT, promptly provide any contracting information related to the contract that is in the custody or possession of the entity, and

3) on completion of the contract, either:

A. provide, at no cost to TxDOT, all contracting information related to the contract that is in the custody or possession of the entity, or B. preserve the contracting information related to the contract as provided by the records retention requirements applicable to TxDOT

The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract, and the contractor or vendor agrees that the contract can be terminated if the contractor or vendor knowingly or intentionally fails to comply with a requirement of that subchapter.

By entering into Contract, the Contractor agrees to:

• provide, or make available, to TxDOT and any authorized governmental investigating or auditing agency all records, including electronic and payment records related to the contract, for the same period provided by the records retention schedule applicable to TxDOT, and

• ensure that all subcontracts include a clause requiring the same.

* As defined in Government Code §552.003, “Contracting information” means the following information maintained by a governmental body or sent between a governmental body and a vendor, contractor, potential vendor, or potential contractor:

1) information in a voucher or contract relating to the receipt or expenditure of public funds by a governmental body;

2) solicitation or bid documents relating to a contract with a governmental body;

3) communications sent between a governmental body and a vendor, contractor, potential vendor, or potential contractor during the solicitation, evaluation, or negotiation of a contract;

4) documents, including bid tabulations, showing the criteria by which a governmental body evaluates each vendor, contractor, potential vendor, or potential contractor responding to a solicitation and, if applicable, an explanation of why the vendor or contractor was selected; and

5) communications and other information sent between a governmental body and a vendor or contractor related to the performance of a final contract with the governmental body or work performed on behalf of the governmental body.

CERTIFICATION TO NOT BOYCOTT ISRAEL

Pursuant to Texas Government Code §2271.002, the Department must include a provision requiring a written verification affirming that the Contractor does not boycott Israel, as defined in Government Code §808.001, and will not boycott Israel during the term of the contract. This provision applies to a contract that:

1) is with a Contractor that is not a sole proprietorship,

2) is with a Contractor with 10 or more full-time employees, and

3) has a value of $100,000 or more.

By signing the contract, the Contractor certifies that it does not boycott Israel and will not boycott Israel during the term of this contract. “Boycott” means refusing to deal with, terminating business activities with, or otherwise taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations specifically with Israel, or with a person or entity doing business in Israel or in an Israeli-controlled territory, but does not include an action made for ordinary business purposes.

CERTIFICATION TO NOT BOYCOTT ENERGY COMPANIES

Pursuant to Texas Government Code §2274.002, the Department must include a provision requiring a written verification affirming that the Contractor does not boycott energy companies, as defined in Government Code §809.001, and will not boycott energy companies during the term of the contract. This provision applies to a contract that:

1) is with a Contractor that is not a sole proprietorship,

2) is with a Contractor with 10 or more full-time employees, and

3) has a value of $100,000 or more.

By signing the contract, the Contractor certifies that it does not boycott energy companies and will not boycott energy companies during the term of this contract. “Boycott” means taking any action that is intended to penalize, inflict economic harm on, or limit commercial relations with a company because the company: (1) engages in the exploration, production, utilization, transportation, sale, or manufacturing of fossil fuel-based energy and does not commit or pledge to meet environmental standards beyond applicable federal and state law; or (2) does business with a company described by (1).

CERTIFICATION TO NOT DISCRIMINATE AGAINST

FIREARM ENTITIES OR FIREARM TRADE ASSOCIATIONS

Pursuant to Texas Government Code §2274.002, the Department must include a provision requiring a written verification affirming that the Contractor:

1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as defined in Government Code §2274.001, and

2) will not discriminate against a firearm entity or firearm trade association during the term of the contract.

This provision applies to a contract that:

1) is with a Contractor that is not a sole proprietorship,

2) is with a Contractor with 10 or more full-time employees, and

3) has a value of $100,000 or more.

By signing the contract, the Contractor certifies that it does not discriminate against a firearm entity or firearm trade association as described and will not do so during the term of this contract. "Discriminate against a firearm entity or firearm trade association" means, with respect to the entity or association, to:

(1) refuse to engage in the trade of any goods or services with the entity or association based solely on its status as a firearm entity or firearm trade association; (2) refrain from continuing an existing business relationship with the entity or association based solely on its status as a firearm entity or firearm trade association; or (3) terminate an existing business relationship with the entity or association based solely on its status as a firearm entity or firearm trade association. "Discriminate against a firearm entity or firearm trade association" does not include: (1) the established policies of a merchant, retail seller, or platform that restrict or prohibit the listing or selling of ammunition, firearms, or firearm accessories; (2) a company’s refusal to engage in the trade of any goods or services, decision to refrain from continuing an existing business relationship, or decision to terminate an existing business relationship to comply with federal, state, or local law, policy, or regulations or a directive by a regulatory agency, or for any traditional business reason that is specific to the customer or potential customer and not based solely on an entity ’s or association’s status as a firearm entity or firearm trade association.

FOREIGN ADVERSARIES REQUIREMENTS

Pursuant to Executive Order No. GA-48 relating to the hardening of state government, TxDOT must require any company that submits a bid or proposal with respect to a contract for goods or services to the Department to certify that the company, and, if applicable, any of its holding companies or subsidiaries, is not:

A. Listed in Section 889 of the 2019 National Defense Authorization Act (NDAA); or

B. Listed in section 1260H of the 2021 NDAA; or

C. Owned by the government of a country on the U.S. Department of Commerce foreign adversaries list under 15 C.F.R. 791.4; or

D. Controlled by any governing or regulatory body located in a country on the U.S. Department of Commerce’s foreign adversaries list under 15 C.F.R. 791.4.

By signing this proposal, the Contractor certifies that neither it nor any affiliated entities are:

• Listed in Section 889 of the 2019 NDAA;

• Listed in Section 1260H of the 2021 NDAA;

• Owned by the government of a country listed under 15 C.F.R. 791.4; or

• Controlled by any governing or regulatory body located in a country listed under 15 C.F.R.

791.4

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PROHIBITION ON CERTAIN TELECOMMUNICATIONS

EQUIPMENT OR SERVICES

The Federal Register Notice issued the Final Rule and states that the amendment to 2 CFR

200.216 is effective on August 13, 2020. The new 2 CFR 200.471 regulation provides clarity that the telecommunications and video surveillance costs associated with 2 CFR 200.216 are unallowable for services and equipment from these specific providers. OMB’s Federal Register Notice includes the new 2 CFR 200.216 and 2 CFR 200.471 regulations.

https://www.federalregister.gov/documents/2020/08/13/2020-17468/guidance-for-grants-and-agreements Per the Federal Law referenced above, use of services, systems, or services or systems that contain components produced by any of the following manufacturers is strictly prohibited for use on this project. Therefore, for any telecommunications, CCTV, or video surveillance equipment, services or systems cannot be manufactured by, or have components manufactured by:

• Huawei Technologies Company,

• ZTE Corporation (any subsidiary and affiliate of such entities),

• Hyatera Communications Corporation,

• Hangzhou Hikvision Digital Technology Company,

• Dahua Technology Company (any subsidiary and affiliate of such entities).

Violation of this prohibition will require replacement of the equipment at the contractor’s e xpense.

Prohibited Activities by Contractors and Vendors

Pursuant to Texas Government Code 2261.302, a state agency contractor, subcontractor, or vendor responding to a contract solicitation may not directly or indirectly:

(1.) engage in surveillance targeting:

(a.) a member of the state legislature or a person employed to support the state legislature in any capacity, (b.) a family member of a person described in subsection (a), (c.) a state agency employee, or (d.) an individual making a complaint or raising concerns regarding state agency operations or contracting;

(2.) engage in an act of intimidation, coercion, extortion, undue influence, or other similar conduct intended to influence, silence, or retaliate against a person described in subsection (1) above, or;

(3.) use private or confidential information to manipulate or influence a state contracting decision or proceeding.

By signing this proposal, the bidder certifies that it will not engage in surveillance targeting or an act of intimidation, coercion, extortion, undue influence, or other similar conduct intended to influence, silence, or retaliate against a member of the state legislature, a person employed to support the state legislature in any capacity, a family member of an aforementioned person, a state agency employee, or an individual making a complaint or raising concerns regarding state agency operations or contracting.

Furthermore, the bidder certifies that it will not use private or confidential information to manipulate or influence a state contracting decision or proceeding.

CLASS. # CLASSIFICATION DESCRIPTION

ZONE

TX46

*(TX20260046)

ZONE

TX51

*(TX20260051)

ZONE

TX55

*(TX20260055)

ZONE

TX291

*(TX20260291)

ZONE

TX292

*(TX20260292)

ZONE

TX293

*(TX20260293)

ZONE

TX294

*(TX20260294)

ZONE

TX295

*(TX20260295)

ZONE

TX296

*(TX20260296)

ZONE

TX297

*(TX20260297)

ZONE

TX298

*(TX20260298)

ZONE

TX299

*(TX20260299)

ZONE

TX300

*(TX20260300)

1106 Asphalt Raker $18.97 $15.02 $18.76 $19.40 $18.20 $16.28 $19.87 $19.53 $17.40 $15.22 $19.58 $20.41 $19.02 1124 Concrete Finisher, Paving and Structures $20.92 $19.13 $21.11 $20.61 $18.72 $17.99 $22.48 $20.66 $21.16 $18.15 $20.77 $20.79 $20.04 1139 Electrician $23.70 $30.54 $25.73 $36.10 $32.38 $31.46 1143 Telecommunication Technician $23.14 1145 Traffic Signal/Light Pole Worker $25.43 $21.99 1150 Flagger $13.50 $14.56 $15.30 $15.52 $15.00 $14.80 $13.99 $14.59 $15.81 $14.82 $16.63 $15.16 1151 Form Builder/Setter, Structures $21.78 $18.59 $19.31 $20.63 $20.18 $19.37 $22.50 $20.05 $19.82 $18.26 $22.09 $19.93 $19.89 1160 Form Setter, Paving & Curb $20.39 $17.31 $18.50 $19.18 $20.89 $18.25 $18.16 $17.56 $19.44 $19.32 $20.25 1172 Laborer, Common $17.76 $14.88 $16.80 $17.52 $17.12 $15.16 $18.01 $16.72 $16.63 $15.22 $18.10 $17.12 $16.69 1175 Laborer, Utility $18.51 $16.79 $17.91 $19.05 $17.46 $16.73 $19.32 $18.80 $18.42 $16.75 $18.10 $19.11 $18.40 1187 Mechanic $27.08 $23.80 $25.11 $26.15 $28.00 $23.84 $27.44 $24.13 $25.51 $22.98 $25.47 $23.38 $23.35 1194 Servicer $21.29 $20.03 $23.75 $21.51 $17.87 $24.86 $20.94 $19.11 $21.31 $20.33 $20.75 1196 Painter, Structures $23.76 $27.93 $26.40 1202 Piledriver $21.48 1205 Pipelayer $17.76 $15.48 $19.23 $17.11 $22.46 $19.97 $19.40 $15.22 $18.10 $20.03 $17.56 1300 Asphalt Distributor Operator $22.68 $19.62 $23.09 $24.07 $23.76 $21.93 $24.40 $22.69 $23.20 $24.54 $23.46 $23.26 $23.99 1303 Asphalt Paving Machine Operator $20.34 $15.99 $20.95 $22.12 $22.45 $19.02 $22.52 $21.26 $19.14 $17.58 $21.32 $22.67 $20.70 1305 Broom or Sweeper Operator $17.76 $15.22 $17.75 $18.09 $17.12 $18.01 $17.58 $16.63 $16.92 $18.10 $17.63 $17.30 1306 Crawler Tractor Operator $20.95 $20.27 $20.00 $20.92 $24.06 $19.82 $23.23 $22.51 $20.33 $20.83 1315 Concrete Paving, Curing, Float, Texturing Machine Operator $23.12 $22.62 1318 Concrete Pavement Finishing Machine Operator $20.00 $24.85 $22.81 $24.07 $23.11 $22.18 1329 Joint Sealer $15.16 1333 Concrete Saw Operator $25.25 $20.69 $25.97 $20.34 $25.50 $21.57 $22.93 1341 Small Slipform Machine Operator $25.09 1342 Crane Operator, Lattice Boom 80 Tons or Less $24.25 $29.80 $25.57 $26.47 $29.90 $24.33 $24.40 $25.74 $26.15 1343 Crane Operator, Lattice Boom Over 80 Tons $28.87 $33.55 $23.75 $34.20 $23.85 $31.28 1344 Crane Operator, Hydraulic 80 Tons or less $29.24 $23.37 $31.32 $27.22 $27.88 $28.75 $27.09 $24.75 $23.89 1345 Crane Operator, Hydraulic Over 80 Tons $30.25 $31.44 1346 Loader/Backhoe Operator $20.99 $16.37 $20.20 $20.32 $18.00 $17.92 $23.22 $20.42 $19.01 $16.93 $21.03 $21.37 $19.94 1347 Excavator Operator, 50,000 pounds or less $25.59 $18.99 $22.93 $22.91 $19.70 $25.08 $21.05 $19.69 $21.86 $24.67 $21.53 $22.25 1348 Excavator Operator, Over 50,000 pounds $19.29 $20.36 $22.90 $25.34 $22.80 $22.05 $25.35 $22.24 $22.47…