0212-03-058.pdf

Control 0212-03-058, ETC Project BR 2027(084), ETC Highway SH 30 County BRAZOS, 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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This page intentionally left blank.

Project BR 2027(084), ETC Highway SH 30 County BRAZOS, ETC

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Bridge Replacement

BRAZOS 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 540 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 0212-03-058, ETC

Project BR 2027(084), ETC

Highway SH 30

County BRAZOS, 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 0212-03-058, ETC Project BR 2027(084), ETC Highway SH 30 County BRAZOS, 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

BR 2027(084), ETC

Proposal Sheet

BRAZOS, 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.

100 7002

PREPARING ROW

STA 150.500 1 DOLLARS

and CENTS

104 7002

REMOV CONC (PAV)

CY 109.000 2 DOLLARS

and CENTS

104 7007

REMOV CONC (RIPRAP)

CY 184.000 3 DOLLARS

and CENTS

104 7011

REMOV CONC (DRIVEWAYS)

SY 810.000 4 DOLLARS

and CENTS

104 7016

REMOV CONC (CURB)

LF 107.000 5 DOLLARS

and CENTS

105 7014

RMV (14"-18") TRT/UNTRT BASE & ASPH PAV

SY 64,084.000 6 DOLLARS

and CENTS

105 7027

RMV (7") TRT/UNTRT BASE & ASPH PAV

SY 1,905.000 7 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 33,904.000 8 DOLLARS

and CENTS

132 7006

EMBANK (FNL)(DC)(TY C)

CY 283,087.000 9 DOLLARS

and CENTS

160 7002

FURN & PLACE TOPSOIL (4")

SY 166,415.000 10 DOLLARS

and CENTS

164 7077

BOND FBR MTRX SEED (TEMP)(WARM)

SY 83,209.000 11 DOLLARS

and CENTS

164 7078

BOND FBR MTRX SEED (TEMP)(COOL)

SY 83,208.000 12 DOLLARS

and CENTS

164 7083

BOND FBR MTRX SEED (PERM)(RURAL)

(CLAY)

SY 166,415.000 13 DOLLARS

and CENTS

1-14

BRAZOS, ETC FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

168 7001

VEGETATIVE WATERING

TGL 3,328.300 14 DOLLARS

and CENTS

247 7350

FL BS (CMP IN PLC)(TY A GR 1-2) (9")

SY 123,992.000 15 DOLLARS

and CENTS

275 7001

CEMENT

TON 2,113.000 16 DOLLARS

and CENTS

275 7028

CEMENT TRT (SUBGRADE)(10")

SY 128,047.000 17 DOLLARS

and CENTS

310 7001

PRIME COAT (AE-P)

GAL 266.000 18 DOLLARS

and CENTS

310 7013

PRIME COAT(MC-30 OR AE-P)

GAL 24,532.000 19 DOLLARS

and CENTS

316 7007

ASPH (AC-20-5TR)

GAL 7,051.000 20 DOLLARS

and CENTS

316 7134

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

CY 133.000 21 DOLLARS

and CENTS

344 7001

SP MIXES SP-B PG64-22

TON 33,968.000 22 DOLLARS

and CENTS

344 7020

SP MIXES SP-C SAC-A PG70-22

TON 14,424.000 23 DOLLARS

and CENTS

354 7032

PLANE ASPH CONC PAV(0" TO 2")

SY 5,557.000 24 DOLLARS

and CENTS

400 7010

CEM STABIL BKFL

CY 1,247.000 25 DOLLARS

and CENTS

401 7001

FLOWABLE BACKFILL

CY 5.000 26 DOLLARS

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ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

403 7001

TEMPORARY SPL SHORING

SF 2,297.000 27 DOLLARS

and CENTS

403 7002

TEMPORARY SPL SHORING (COFFERDAM)

SF 5,555.000 28 DOLLARS

and CENTS

405 7003

FOUNDATON LOADTEST(D4945)(DRILLD

SHAFT)

EA 3.000 29 DOLLARS

and CENTS

416 7002

DRILL SHAFT (18 IN)

LF 540.000 30 DOLLARS

and CENTS

416 7006

DRILL SHAFT (36 IN)

LF 1,854.000 31 DOLLARS

and CENTS

416 7007

DRILL SHAFT (42 IN)

LF 3,649.000 32 DOLLARS

and CENTS

416 7008

DRILL SHAFT (48 IN)

LF 910.000 33 DOLLARS

and CENTS

416 7043

DRILL SHAFT (TRF SIG POLE) (30 IN)

LF 11.000 34 DOLLARS

and CENTS

416 7044

DRILL SHAFT (TRF SIG POLE) (36 IN)

LF 26.000 35 DOLLARS

and CENTS

416 7046

DRILL SHAFT (TRF SIG POLE) (48 IN)

LF 22.000 36 DOLLARS

and CENTS

420 7012

CL C CONC (ABUT)

CY 347.500 37 DOLLARS

and CENTS

420 7022

CL C CONC (CAP)

CY 421.500 38 DOLLARS

and CENTS

420 7038

CL C CONC (COLUMN)

CY 201.100 39 DOLLARS

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BRAZOS, ETC FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

422 7001

REINF CONC SLAB

SF 111,370.000 40 DOLLARS

and CENTS

422 7013

APPROACH SLAB

CY 405.000 41 DOLLARS

and CENTS

425 7002

PRESTR CONC GIRDER (TX34)

LF 2,028.000 42 DOLLARS

and CENTS

425 7005

PRESTR CONC GIRDER (TX54)

LF 8,779.500 43 DOLLARS

and CENTS

425 7007

PRESTR CONC GIRDER (TX70)

LF 1,734.000 44 DOLLARS

and CENTS

432 7001

RIPRAP (CONC)(4 IN)

CY 226.000 45 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 100.000 46 DOLLARS

and CENTS

432 7043

RIPRAP (STONE PROTECTION)(18 IN)

CY 6,840.000 47 DOLLARS

and CENTS

450 7024

RAIL (TY SSTR)

LF 2,830.000 48 DOLLARS

and CENTS

454 7004

SEALED EXPANSION JOINT (4 IN) (SEJ - M)

LF 688.000 49 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 464.000 50 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 74.000 51 DOLLARS

and CENTS

464 7009

RC PIPE (CL III)(36 IN)

LF 230.000 52 DOLLARS

4-14

BRAZOS, ETC FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

466 7009

HEADWALL (CH - FW - 0) (DIA= 36 IN)

EA 1.000 53 DOLLARS

and CENTS

467 7017

SET (TY I) (36 IN) (3: 1) (C)

EA 2.000 54 DOLLARS

and CENTS

467 7018

SET (TY I) (36 IN) (4: 1) (C)

EA 2.000 55 DOLLARS

and CENTS

467 7308

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

EA 20.000 56 DOLLARS

and CENTS

467 7328

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

EA 2.000 57 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 17.000 58 DOLLARS

and CENTS

496 7006

REMOV STR (HEADWALL)

EA 2.000 59 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 425.000 60 DOLLARS

and CENTS

496 7010

REMOV STR (BRIDGE 100 - 499 FT LENGTH)

EA 2.000 61 DOLLARS

and CENTS

496 7011

REMOV STR (BRIDGE 500 - 999 FT LENGTH)

EA 1.000 62 DOLLARS

and CENTS

496 7035

REMOVE STR (DRAINAGE FLUME)

EA 13.000 63 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 64 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 36.000 65 DOLLARS

5-14

BRAZOS, ETC FORM 234-B I-61-5M

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ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 3.000 66 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 392.000 67 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 38.000 68 DOLLARS

and CENTS

506 7002

ROCK FILTER DAMS (INSTALL) (TY 2)

LF 1,739.000 69 DOLLARS

and CENTS

506 7004

ROCK FILTER DAMS (INSTALL) (TY 4)

LF 380.000 70 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 2,119.000 71 DOLLARS

and CENTS

506 7020

CONSTRUCTION EXITS (INSTALL) (TY 1)

SY 336.000 72 DOLLARS

and CENTS

506 7024

CONSTRUCTION EXITS (REMOVE)

SY 336.000 73 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 21,709.000 74 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 21,709.000 75 DOLLARS

and CENTS

506 7042

BIODEG EROSN CONT LOGS (INSTL) (6")

LF 42,131.000 76 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 42,131.000 77 DOLLARS

and CENTS

508 7001

CONSTRUCTING DETOURS

SY 5,819.000 78 DOLLARS

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

512 7001

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

LF 14,070.000 79 DOLLARS

and CENTS

512 7025

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

LF 5,100.000 80 DOLLARS

and CENTS

512 7037

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

LF 180.000 81 DOLLARS

and CENTS

512 7049

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

LF 14,070.000 82 DOLLARS

and CENTS

529 7002

CONC CURB (TY II)

LF 107.000 83 DOLLARS

and CENTS

530 7006

DRIVEWAYS (CONC)

SY 763.000 84 DOLLARS

and CENTS

530 7010

DRIVEWAYS (ACP)

SY 2,557.000 85 DOLLARS

and CENTS

533 7005

FILL MILLED ASPH RUMBLE STRIPS

(SHLDR)

LF 9,750.000 86 DOLLARS

and CENTS

533 7006

FILL MILLED ASPH RMBL STRIP

(CENTERLINE)

LF 4,300.000 87 DOLLARS

and CENTS

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 1,012.500 88 DOLLARS

and CENTS

540 7005

MTL BEAM GD FEN TRANS (THRIE-BEAM)

EA 12.000 89 DOLLARS

and CENTS

540 7013

SHORT RADIUS (28")

LF 37.500 90 DOLLARS

and CENTS

540 7014

DRIVEWAY TERMINAL ANCHOR SECTION

EA 1.000 91 DOLLARS

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BRAZOS, ETC FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

540 7015

DOWNSTREAM ANCHOR TERMINAL

SECTION

EA 7.000 92 DOLLARS

and CENTS

540 7031

MTL BM GD FEN TRANS (31"-28")(25')

EA 1.000 93 DOLLARS

and CENTS

542 7001

REMOVE METAL BEAM GUARD FENCE

LF 3,997.500 94 DOLLARS

and CENTS

542 7004

RM MTL BM GD FENCE TRANS (THRIE-

BEAM)

EA 12.000 95 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 6.000 96 DOLLARS

and CENTS

544 7003

GUARDRAIL END TREATMENT (REMOVE)

EA 12.000 97 DOLLARS

and CENTS

545 7002

CRASH CUSH ATTEN (MOVE & RESET)

EA 22.000 98 DOLLARS

and CENTS

545 7004

CRASH CUSH ATTEN (REMOVE)

EA 23.000 99 DOLLARS

and CENTS

545 7014

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

EA 23.000 100 DOLLARS

and CENTS

550 7016

GATE (REMOVE)

EA 2.000 101 DOLLARS

and CENTS

552 7001

WIRE FENCE (TY A)

LF 252.000 102 DOLLARS

and CENTS

552 7006

GATE (TY 1)

EA 2.000 103 DOLLARS

and CENTS

560 7008

MAILBOX INSTALL-S (TWW-POST) TY 4

EA 4.000 104 DOLLARS

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BRAZOS, ETC FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

560 7010

MAILBOX INSTALL-M (TWW-POST) TY 4

EA 3.000 105 DOLLARS

and CENTS

618 7054

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

LF 305.000 106 DOLLARS

and CENTS

618 7055

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

LF 375.000 107 DOLLARS

and CENTS

618 7064

CONDT (PVC) (SCH 80) (4")

LF 135.000 108 DOLLARS

and CENTS

618 7065

CONDT (PVC) (SCH 80) (4") (BORE)

LF 375.000 109 DOLLARS

and CENTS

618 7090

CONDUIT (PREPARE)

LF 780.000 110 DOLLARS

and CENTS

620 7008

ELEC CONDR (NO.8) INSULATED

LF 1,115.000 111 DOLLARS

and CENTS

620 7010

ELEC CONDR (NO.6) INSULATED

LF 1,035.000 112 DOLLARS

and CENTS

621 7006

TRAY CABLE (4 CONDR) (12 AWG)

LF 2,155.000 113 DOLLARS

and CENTS

624 7008

GROUND BOX TY D (162922)W/APRON

EA 8.000 114 DOLLARS

and CENTS

624 7013

REMOVE GROUND BOX

EA 1.000 115 DOLLARS

and CENTS

628 7001

RELOCATE ELECTRICAL SERVICES

EA 1.000 116 DOLLARS

and CENTS

628 7148

ELC SRV TY D 120/240 060(NS)SS(E)SP(O)

EA 1.000 117 DOLLARS

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ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

636 7001

ALUMINUM SIGNS (TY A)

SF 54.500 118 DOLLARS

and CENTS

644 7001

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

EA 29.000 119 DOLLARS

and CENTS

644 7004

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

EA 4.000 120 DOLLARS

and CENTS

644 7031

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

EA 2.000 121 DOLLARS

and CENTS

644 7035

IN SM RD SN SUP&AM TYS80(1)SA(U-WC)

EA 2.000 122 DOLLARS

and CENTS

644 7057

IN SM RD SN SUP&AM TYTWT(1)WS(P)

EA 1.000 123 DOLLARS

and CENTS

644 7073

REMOVE SM RD SN SUP&AM

EA 32.000 124 DOLLARS

and CENTS

658 7001

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

EA 22.000 125 DOLLARS

and CENTS

658 7012

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

EA 26.000 126 DOLLARS

and CENTS

658 7257

INSTL OM ASSM (OM-2Z)(WFLX)SRFHH

EA 5.000 127 DOLLARS

and CENTS

662 7068

WK ZN PAV MRK REMOV (W)6"(SLD)

LF 56,793.000 128 DOLLARS

and CENTS

662 7070

WK ZN PAV MRK REMOV (W)8"(DOT)

LF 252.000 129 DOLLARS

and CENTS

662 7072

WK ZN PAV MRK REMOV (W)8"(SLD)

LF 1,253.000 130 DOLLARS

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ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

662 7077

WK ZN PAV MRK REMOV (W)24"(SLD)

LF 236.000 131 DOLLARS

and CENTS

662 7082

WK ZN PAV MRK REMOV (W)(ARROW)

EA 8.000 132 DOLLARS

and CENTS

662 7092

WK ZN PAV MRK REMOV (W)(WORD)

EA 8.000 133 DOLLARS

and CENTS

662 7100

WK ZN PAV MRK REMOV (Y)6"(SLD)

LF 70,372.000 134 DOLLARS

and CENTS

662 7112

WK ZN PAV MRK SHT TERM (TAB)TY W

EA 5,504.000 135 DOLLARS

and CENTS

662 7114

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

EA 4,897.000 136 DOLLARS

and CENTS

666 7009

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

LF 696.000 137 DOLLARS

and CENTS

666 7024

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

LF 2,422.000 138 DOLLARS

and CENTS

666 7036

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

LF 117.000 139 DOLLARS

and CENTS

666 7042

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

EA 13.000 140 DOLLARS

and CENTS

666 7060

REFL PAV MRK TY I(W)(LNDP ARW)(100MIL)

EA 4.000 141 DOLLARS

and CENTS

666 7066

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

EA 9.000 142 DOLLARS

and CENTS

666 7265

RE PROFILE PM TY I(W)6"(SLD)(090MIL)

LF 35,636.000 143 DOLLARS

11-14

BRAZOS, 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 7269

RE PROFILE PM TY I(Y)6"(SLD)(090MIL)

LF 41,725.000 144 DOLLARS

and CENTS

666 7273

RE PROFILE PM TY I(Y)6"(BRK)(090MIL)

LF 5,576.000 145 DOLLARS

and CENTS

666 7347

PAVEMENT SLER 6"

LF 6,368.000 146 DOLLARS

and CENTS

666 7408

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

LF 5,437.000 147 DOLLARS

and CENTS

666 7423

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

LF 658.000 148 DOLLARS

and CENTS

668 7002

PRFB RUMBLE STRIP (BLK)(1')

(CENTERLINE)

LF 360.000 149 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 347.000 150 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 1,675.000 151 DOLLARS

and CENTS

677 7001

ELIM EXT PM & MRKS (4")

LF 24,562.000 152 DOLLARS

and CENTS

678 7002

PAV SURF PREP FOR MRK (6")

LF 6,368.000 153 DOLLARS

and CENTS

680 7002

INSTALL HWY TRF SIG (ISOLATED)

EA 1.000 154 DOLLARS

and CENTS

680 7004

REMOVING TRAFFIC SIGNALS

EA 1.000 155 DOLLARS

and CENTS

680 7011

INSTALL HWY TRF SIG (UPGRADE)

EA 1.000 156 DOLLARS

12-14

BRAZOS, 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.

681 7001

TEMP TRAF SIGNALS

EA 1.000 157 DOLLARS

and CENTS

682 7002

VEH SIG SEC (12")LED(GRN ARW)

EA 3.000 158 DOLLARS

and CENTS

682 7003

VEH SIG SEC (12")LED(YEL)

EA 4.000 159 DOLLARS

and CENTS

682 7004

VEH SIG SEC (12")LED(YEL ARW)

EA 3.000 160 DOLLARS

and CENTS

682 7005

VEH SIG SEC (12")LED(RED)

EA 7.000 161 DOLLARS

and CENTS

682 7042

BACKPLATE W/REF BRDR(3 SEC)(VENT)

ALUM

EA 3.000 162 DOLLARS

and CENTS

682 7045

RETROFIT REFL BRDR SHEETING (3 SEC)

EA 4.000 163 DOLLARS

and CENTS

682 7046

RETROFIT REFL BRDR SHEETING (4 SEC)

EA 1.000 164 DOLLARS

and CENTS

682 7050

BACKPLATE W/REFL BRDR (1SEC)(WENT)

ALUM

EA 8.000 165 DOLLARS

and CENTS

684 7031

TRF SIG CBL (TY A)(14 AWG)(5 CONDR)

LF 1,920.000 166 DOLLARS

and CENTS

685 7005

RELOCT RDSD FLSH BCN AM (SOLAR

PWRD)

EA 1.000 167 DOLLARS

and CENTS

686 7035

INS TRF SIG PL AM(S)1 ARM(32')LUM

EA 1.000 168 DOLLARS

and CENTS

686 7045

INS TRF SIG PL AM(S)1 ARM(44')

EA 1.000 169 DOLLARS

13-14

BRAZOS, 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.

686 7047

INS TRF SIG PL AM(S)1 ARM(44')LUM

EA 1.000 170 DOLLARS

and CENTS

686 7059

INS TRF SIG PL AM(S)1 ARM(55')LUM

EA 1.000 171 DOLLARS

and CENTS

690 7024

REMOVAL OF SIGNAL HEAD ASSM

EA 2.000 172 DOLLARS

and CENTS

690 7027

REMOVAL OF SIGNAL RELATED SIGNS

EA 1.000 173 DOLLARS

and CENTS

3007 7001

BONDING COURSE

GAL 24,419.000 174 DOLLARS

and CENTS

4003 7001

TIP TESTING(DRILL SHAFT)

EA 15.000 175 DOLLARS

and CENTS

4006 7001

TEMP CONSTRUCTION ACCESS

LS 1.000 176 DOLLARS

and CENTS

6007 7001

BBU SYSTEM (EXTERNAL BATTERY

CABINET)

EA 1.000 177 DOLLARS

and CENTS

6008 7009

RADAR PRESENCE DETECTOR COMM

CABLE

LF 900.000 178 DOLLARS

and CENTS

6013 7006

GROUND BOX (PREPARE)

EA 2.000 179 DOLLARS

and CENTS

6013 7008

GROUND BOX W/ APRON (ADJUST)

EA 2.000 180 DOLLARS

14-14

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 BR 2027(084), ETC

Highway SH 30 County BRAZOS, 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:

Joshua Rodriguez P.E.

August 11, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

127267

Joshua Rodriguez

Sheet: 14

Highway: SH 30 Control: 0212-03-058, Etc.

County: Brazos, Etc.

2026 General Notes Sheet A

General Notes

B A S I S O F E S T I M A T E

ITEM DESCRIPTION COURSE RATE AMOUNT QUANTITY

CSJ: 0212-03-058

168-

VEGETATIVE

WATERING 0.010

TGL/SY

117,530

SY 1,175.3 TGL

275-

7001 CEMENT

10”

SUBGRADE

4.0%

0.0165

TON/SY 43,052 SY 710 TON

310-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 41,476 SY 8,295 GAL

316-

ASPH (AC-20-

5TR)

SEAL

(INCIDENTAL)

0.46

GAL/SY 9,995 SY 4,598 GAL

316-

AGGR (TY-PB,

GR-3) (SAC-A)

SEAL

(INCIDENTAL)

1 CY/115

SY 9,995 SY 87 CY

344-

SP MIXES SP-B

PG64-22

2.5” (1ST

LIFT)

LBS/SY 41,476 SY 5,703 TON

344-

SP MIXES SP-B

PG64-22

2.5” (2ND

LIFT)

LBS/SY 41,248 SY 5,672 TON

344-

SP MIXES SP-B

PG64-22

0”-2”

TEMP PAV

TRANS

LBS/SY

(AVG)

2,046 SY 113 TON

344-

SP MIXES SP-C

SAC-A PG70-22 2” 220

LBS/SY 40,822 SY 4,490 TON

3007-

BONDING

COURSE BOND 0.10

GAL/SY 82,512 SY 8,251 GAL

CSJ: 0212-03-059

168-

VEGETATIVE

WATERING 0.010

TGL/SY

129,281

SY 1,292.8 TGL

275-

7001 CEMENT

10”

SUBGRADE

4.0%

0.0165

TON/SY 43,429 SY 717 TON

310-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 41,931 SY 8,386 GAL

344-

SP MIXES SP-B

PG64-22

2.5” (1ST

LIFT)

LBS/SY 41,931 SY 5,766 TON

Sheet: 14

2026 General Notes Sheet B

344-

SP MIXES SP-B

PG64-22

2.5” (2ND

LIFT)

LBS/SY 41,714 SY 5,736 TON

344-

SP MIXES SP-B

PG64-22

0”-2”

TEMP PAV

TRANS

LBS/SY

(AVG)

2,109 SY 116 TON

344-

SP MIXES SP-C

SAC-A PG70-22 2” 220

LBS/SY 41,310 SY 4,544 TON

3007-

BONDING

COURSE BOND 0.10

GAL/SY 83,444 SY 8,344 GAL

CSJ: 0212-04-041

168-

VEGETATIVE

WATERING 0.010

TGL/SY 86,020 SY 860.2 TGL

275-

7001 CEMENT

10”

SUBGRADE

4.0%

0.0165

TON/SY 41,566 SY 686 TON

310-

PRIME COAT

(AE-P) PRIME 0.20

GAL/SY 1,330 SY 266 GAL

310-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 39,255 SY 7,851 GAL

316-

ASPH (AC-20-

5TR)

SEAL

(INCIDENTAL)

0.46

GAL/SY 5,333 SY 2,453 GAL

316-

AGGR (TY-PB,

GR-3) (SAC-A)

SEAL

(INCIDENTAL)

1 CY/115

SY 5,333 SY 46 CY

344-

SP MIXES SP-B

PG64-22

2.5” (1ST

LIFT)

LBS/SY 39,340 SY 5,409 TON

344-

SP MIXES SP-B

PG64-22

2.5” (2ND

LIFT)

LBS/SY 39,097 SY 5,376 TON

344-

SP MIXES SP-B

PG64-22

0”-2”

TEMP PAV

TRANS

LBS/SY

(AVG)

1,402 SY 77 TON

344-

SP MIXES SP-C

SAC-A PG70-22 2” 220

LBS/SY 48,999 SY 5,390 TON

3007-

BONDING

COURSE BOND 0.10

GAL/SY 78,237 SY 7,824 GAL

Note: Rates are for estimating purposes only. Actual Rates will be determined in the field. Subgrade weight for cement treatment is 110

LBS/CF.

Sheet: 14A

2026 General Notes Sheet C

* for contractor's information only

ITEM DESCRIPTION COURSE RATE AMOUNT QUANTITY

CSJ: 0212-03-058

166-

FERTILIZER ** 60

LB/AC 12.142 AC 0.364 TON

CONCRETE DRIVEWAY

530-

CEMENT

12”

SUBGRADE

4.0%

0.0198

TON/SY 218 SY 4 TON

ASPHALT DRIVEWAY

530-

FL BS (CMP IN

PLC) (TY A GR 1-

2) (6”)

BASE EST. 1,232 SY 1,232 SY

530-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 1,232 SY 246 GAL

530-

SP MIXES SP-C

SAC-A PG70-22 2” 220

LBS/SY 1,232 SY 136 TON

TEMPORARY PAVEMENT

508-

SP MIXES SP-C

PG64-22 4” 440

LBS/SY 2,605 SY 573 TON

508-

TACK COAT TACK 0.10

GAL/SY 2,605 SY 261 GAL

508-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 2,605 SY 521 GAL

508-

FL BS (CMP IN

PLC) (TY A GR 1-

2) (8”)

BASE EST. 2,605 SY 2,605 SY

CSJ: 0212-03-059

166-

FERTILIZER ** 60

LB/AC 13.355 AC 0.401 TON

Sheet: 14A

2026 General Notes Sheet D

ASPHALT DRIVEWAY

530-

FL BS (CMP IN

PLC) (TY A GR 1-

2) (6”)

BASE EST. 831 SY 831 SY

530-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 831 SY 166 GAL

530-

SP MIXES SP-C

SAC-A PG70-22 2” 220

LBS/SY 831 SY 91 TON

CSJ: 0212-04-041

166-

FERTILIZER ** 60

LB/AC 8.886 AC 0.267 TON

CONCRETE DRIVEWAY

530-

CEMENT

12”

SUBGRADE

4.0%

0.0198

TON/SY 545 SY 11 TON

ASPHALT DRIVEWAY

530-

FL BS (CMP IN

PLC) (TY A GR 1-

2) (6”)

BASE EST. 494 SY 494 SY

530-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 494 SY 99 GAL

530-

SP MIXES SP-C

SAC-A PG70-22 2” 220

LBS/SY 494 SY 54 TON

Note: Rates are for estimating purposes only. Actual Rates will be determined in the field. Subgrade weight for cement treatment is 110

LBS/CF.

** Tonnage represents Nitrogen content only.

Sheet: 14B

2026 General Notes Sheet E

* for contractor's information only

ITEM DESCRIPTION COURSE RATE AMOUNT QUANTITY

CSJ: 0212-04-041

TEMPORARY PAVEMENT

508-

SP MIXES SP-C

PG64-22 4” 440

LBS/SY 3,214 SY 707 TON

508-

TACK COAT TACK 0.10

GAL/SY 3,214 SY 321 GAL

508-

PRIME COAT

(MC-30 OR AE-P) PRIME 0.20

GAL/SY 3,214 SY 643 GAL

508-

FL BS (CMP IN

PLC) (TY A GR 1-

2) (8”)

BASE EST. 3,214 SY 3,214 SY

Note: Rates are for estimating purposes only. Actual Rates will be determined in the field.

GENERAL

Contractor questions on this project are to be addressed to the following individuals:

James Robbins, P.E., A.E., James.Robbins@txdot.gov Bennett Shepherd, P.E., A.A.E., John.Shepherd@txdot.gov

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

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors mailto:James.Robbins@txdot.gov mailto:John.Shepherd@txdot.gov https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

Sheet: 14B

2026 General Notes Sheet F

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 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.

For non-bridge items, send eligible shop plan submittals with PDF attachments directly to the reviewing office. Submit bridge, retaining wall, and structural item shop drawings following the directions described at https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html

ITEM 5 “CONTROL OF THE WORK”

Prior to letting, earthwork construction cross-section data is available at the Design office in the Bryan District Headquarters for inspection by prospective bidders.

Earthwork files will be provided through the Letting Pre-Bid Q&A website when requested.

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors These cross-sections are for non-construction purposes only, and it is the responsibility of the prospective bidder to validate the data for this project.

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

https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

Sheet: 14C

2026 General Notes Sheet G

After award of the contract, when requested, TxDOT will provide CADD files to the selected Contractor. The recipient acknowledges that the electronic files may not contain all the information and may differ from the Bid Documents or Contract Documents for the construction of the Project.

Electronic files are provided for information only and the TxDOT Bryan District shall not be responsible for differences between Electronic Files, the Bid Documents, and Contract Documents. The CADD files provided are a graphical representation of the project; the CADD data may not be 100% accurate and should not be used for dimensional control, shop drawings, or any other similar purpose. Any electronic files provided are strictly for the use of the Recipient in regard to the Project named above and shall not be used for any other purpose or provided by the Recipient to any other entity.

ITEM 7 “LEGAL RELATIONS AND RESPONSIBILITIES”

State contract mowers will mow the right of way during the growing season.

The Contractor will be notified by the Engineer one week in advance of the anticipated time when mowers will be in the limits of the project. Clean the right of way to such a condition that allows the mowing contractors to safely mow.

In accordance with Item 7.2.5, Contractor equipment equipped with blue warning lights shall be wired so that operation of blue lights is independent of any other lights.

Contractor shall confirm that the Engineer is made aware, by a minimum of 14 calendar days of any traffic shift or construction activity that would affect travel minimum travel width / height, minimum under clearance requirements, maximum turning length, or maximum weight limits pertaining to Oversized / Overweight (OSOW) transports. Should the Engineer determine that the Contractor's activities requires an OSOW permit restriction, the Contractor is responsible for assuring the permit restriction is accurate and active a minimum of 10 calendar days prior to enacting the traffic shift / activity. Failure to affirm the establishment and accuracy of a required OSOW permit restriction will result in Liquidated Damages until the TCP is removed.

Sheet: 14C

2026 General Notes Sheet H

This project is on a hurricane evacuation route. Furnish at the pre-construction meeting a written plan outlining procedures to suspend work, secure the job site and safely handle traffic through and across the project in the event of a hurricane evacuation.

During the hurricane season (June 1 through November 30), do not close any travel lanes except when the Contractor can demonstrate that he can provide labor, equipment, material, work plan, and quality of work to satisfactorily return all lanes to an open, all-weather travel surface within three days of receiving written or verbal notice but no later than 3 days prior to hurricane landfall. Construction of temporary lanes to an all-weather surface will be paid in accordance with Article 9.7, “Payment for Extra Work and Force Account Method”.

In addition to lane closures, cease work 3 days or as directed by the Engineer prior to hurricane landfall on or near the roadway that adversely impacts the flow of traffic and reduces the capacity of the highway during an evacuation. Prohibit the Contractor’s, sub-contractors’ or material suppliers’ vehicles from entering or exiting the stream of traffic including material hauling and delivery, and mobilization or demobilization of equipment. When directed, this prohibition will include a reasonable time period for the evacuees to return to their point of origin.

In the event of the declaration of a hurricane watch, warning, other severe weather warning or national or state emergency that requires the roadways in the vicinity be used as evacuation routes, cease all work that requires the Contractor’s, sub-contractors’ or material suppliers’ vehicles to enter the stream of traffic on these primary or secondary evacuation routes. This work includes material hauling and delivery, and mobilization or demobilization of equipment.

Sheet: 14D

2026 General Notes Sheet I

The following roadways are recognized hurricane evacuation routes in the Bryan District:

Primary Evacuation Routes: IH 45, US 77 (S of US 79), US 84 (E of IH 45), US 79, US 287, US 290, SH 6.

Secondary Evacuation Routes: US 190 (E of IH 45), SH 7, SH 21, SH 30 (SH 6 to IH 45), SH 36, SH 105 (E of SH 6).

Other routes may be designated.

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

Day before and day of Texas A&M home football games

• SH 30 in Brazos County

• William D. Fitch Parkway

Texas A&M graduation Texas A&M Family Weekend The Engineer may decide to restrict construction operations or lane closures on these key dates and/or special events.

See the EPIC sheet Section V. Protected Species and Migratory Birds regarding freshwater mussels in the Navasota River.

ITEM 8 “PROSECUTION AND PROGRESS”

The following standard detail sheets have been modified.

IGND

BAS-A

By noon of each Wednesday, provide the Engineer a written outline of the daily work schedule for the following week. Include in the outline the times and places for proposed traffic control changes, lane and shoulder closures, and moving operations or other operations that affect traffic on the roadway.

Unless otherwise authorized by the Engineer, prosecute the work on this project as narrated in the TCP Sequence of Work.

Prepare Progress Schedule Critical Path Method.

Sheet: 14D

2026 General Notes Sheet J

Work is allowed to be performed during the nighttime, unless otherwise approved or directed by the Engineer.

Equipment and material may be pre-staged at approved locations. When staging equipment and materials, they shall be marked/protected by type 3 barricades or appropriate TCP standards (includes overnight).

MILESTONE 1:

Milestone 1 is for the construction of County Road 175.

The road-user cost liquidated damages for Milestone 1 is $1,900 per day.

Substantially complete Milestone 1 in 11 working days charged in accordance with Section 8.3.1.2, Six-Day Workweek.

The time for Milestone 1 will begin upon the closure of CR 175 by installation of barricades and detour signage as shown in Phase 2 Step 2 of the traffic control plans.

The time charges for Milestone 1 will end when, in the opinion of the Engineer, the Contractor has completed the following items of work, which define the term “substantially complete”:

1. Complete all Phase 2 Step 2 work at CR 175.

2. Remove road closure and detour when, in the opinion of the Engineer, CR 175 is suitable for two-way traffic.

The daily incentive rate for substantial completion of Milestone 1 is $1,900.

The maximum number of working days for computing the Milestone 1 incentive credit is 4 days.

The 90-day convenience delayed start allowed after authorization under SP008-005 is for Contractor time for material acquisition.

Sheet: 14E

2026 General Notes Sheet K

ITEM 100 “PREPARING RIGHT OF WAY”

Limits of the Prep ROW to be confirmed in the field by the Engineer.

Prep ROW shall consist of clearing all trees, brush, grubbing, and removing debris within TxDOT right of way.

During burn bans obtain written approval from the respective County Commissioners Court prior to burning brush.

Prevent ashes from burned vegetation to be transported into any stream.

If burning is not allowed, all trees and brush will be disposed of by shredding, logging or other methods approved by the Engineer. Create a windrow, stockpile, or topdress biomass on disturbed areas along the project at locations approved by necessary permits and the Engineer.

ITEM 132 “EMBANKMENT”

Provide Embankment material for areas within the limits of the Pavement Structure that meet one of the following requirements:

• Sources outside the ROW provide material with a plasticity index between 10 and 25 and with less than 30% silt.

• Sources within the ROW provide material with a plasticity index between 10 and 25 and with less than 30% silt.

Provide Embankment material for areas outside the limits of the Pavement Structure with a plasticity index between 10 and 35.

Construction of the pavement structure from SH 30 centerline station 127+00 to station 210+00, within the areas of proposed embankment, shall not begin until a minimum of 3 months after construction of the embankment is complete to allow for settlement.

Sheet: 14E

2026 General Notes Sheet L

ITEM 160 “TOPSOIL”

All slopes requiring topsoil will be tracked immediately upon final grading to prevent erosion per standard sheet EC (1)-16. Tracking slopes to prevent erosion will not be measured or paid for directly but will be subsidiary to pertinent Items.

ITEM 166 “FERTILIZER”

Fertilize all areas of project that are being seeded or sodded.

ITEM 168 “VEGETATIVE WATERING”

Vegetative watering is required for all areas of the project that are being seeded or sodded.

ITEM 247 “FLEXIBLE BASE”

Place flexible base in equal lifts of 4 to 8 in. in depth unless otherwise authorized by the Engineer in writing.

Any flex base tapers shown in the plans will be subsidiary to the payment of the flex base.

Repair soft spots, surface defects, longitudinal/traverse grade changes, potholes etc. as directed by the Engineer before starting surfacing courses by scarifying the depth of flex base shown in the plans. The area should cover the lane width and a distance of 10 feet in each direction.

ITEM 275 “CEMENT TREATMENT (ROAD MIXED)”

Microcracking is required for this item.

Sheet: 14F

2026 General Notes Sheet M

ITEM 301 “ASPHALT ANTISTRIPPING AGENTS”

When the Contractor adds lime as an anti-stripping agent (or an equivalent anti-stripping agent) the lime or equivalent shall be added to the asphaltic concrete in the methods specified in this item unless otherwise approved by the Engineer. If an alternate method is proposed, the Engineer’s approval will be based on test method Tex-242-F performed on the asphaltic concrete produced through the plant.

ITEM 310 “PRIME COAT”

Cure AE-P for a minimum of 1 day before placing subsequent surface courses unless otherwise directed by the Engineer.

Cure MC-30 for up to 7 days before placing subsequent surface courses unless otherwise directed by the Engineer.

ITEM 316 “SEAL COAT”

Remove vegetation and blade pavement edges.

When placing surface treatment on base material, prepare surface by sweeping or other approved methods. Before applying bituminous material, lightly sprinkle the surface with water. When directed, sweep the surface after sprinkling with water. Do not apply bituminous material when water is puddling on the surface.

Sweep excess aggregate no sooner than 2 hours after rolling or…