2635-05-005.pdf

Control 2635-05-005 Project F 2026(878) Highway SL 335 County RANDALL

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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Project F 2026(878) Highway SL 335 County RANDALL

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Construct New Road

RANDALL COUNTY, TEXAS

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

This project is to be completed in 537 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 2635-05-005

Project F 2026(878)

Highway SL 335

County RANDALL

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 2635-05-005 Project F 2026(878) Highway SL 335 County RANDALL

IMPORTANT

PLEASE RETURN THIS SHEET IN ITS ENTIRETY

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

Check Received By: Date:

Title:

For (Contractor's Name):

Project: County:

NOTICE TO THE BIDDER

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

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

Total Bid Amount

Control Project Highway County

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

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Additional Signature for Joint Venture:

Signed ____________________________________________ Title ____________________________________________ Date ____________________________________________

Total Bid Amount _______$2,664.00________

EXAMPLE OF BID PRICES SUBMITTED BY COMPUTER PRINTOUT

0001-03-030

STP 2000(938)HES

SH 20

EL PASO

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

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

EXAMPLES

BID PRICES SUBMITTED BY HAND WRITTEN FORMAT

Unit price for each plant in place

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

ALT

ITEM-CODE

ITEM

NO

DESC

NO

S.P.

NO.

UNIT BID PRICE ONLY

WRITTEN IN WORDS UNIT

APPROX

QUANTITIES

DEPT

USE

ONLY

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

DLRS

CENTS

DLRS

CENTS

Unit price for each ton of Flexible Base

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

Unit price for each cubic yard of Concrete

DLRS

CENTS

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

Unit price of each Roadway Illumination Assembly

DLRS

CENTS

EXAMPLE EXAMPLE EXAMPLE EXAMPLE

F 2026(878) Proposal Sheet

RANDALL 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.

104 7003

REMOV CONC (MOWSTRIP)

SY 57.000 1 DOLLARS

and CENTS

104 7008

REMOV CONC (MEDIANS)

SY 588.000 2 DOLLARS

and CENTS

104 7011

REMOV CONC (DRIVEWAYS)

SY 211.000 3 DOLLARS

and CENTS

104 7013

REMOV CONC (SIDEWALK, RAMP OR SUP)

SY 824.000 4 DOLLARS

and CENTS

104 7017

REMOV CONC (CURB & GUTTER)

LF 3,681.000 5 DOLLARS

and CENTS

105 7028

RMV (8") TRT/UNTRT BASE & ASPH PAV

SY 326.000 6 DOLLARS

and CENTS

105 7039

RMV (19") TRT/UNTRT BASE & ASPH PAV

SY 1,811.000 7 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 3,888.000 8 DOLLARS

and CENTS

132 7004

EMBANK (FNL)(DC)(TY B)

CY 230,572.000 9 DOLLARS

and CENTS

132 7008

EMBANK (FNL)(DC)(TY C1)

CY 3,940.000 10 DOLLARS

and CENTS

164 7047

DRILL SEED (TEMP_WARM_COOL)

AC 13.810 11 DOLLARS

and CENTS

164 7050

HYDRO MULCH SEED

(PERM_RURAL_CLAY)

AC 13.810 12 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 1,128.000 13 DOLLARS

and CENTS

1-18

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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.

247 7134

FL BS(CMP IN PLC)(TY A,B OR D GR4)(12")

SY 3,482.000 14 DOLLARS

and CENTS

275 7001

CEMENT

TON 589.000 15 DOLLARS

and CENTS

275 7003

CEMENT TRT (EXIST MATL)(8")

SY 54,520.000 16 DOLLARS

and CENTS

310 7015

PRIME COAT (MULTI OPTION)

GAL 833.000 17 DOLLARS

and CENTS

341 7001

D-GR HMA TY-B PG64-22

TON 393.000 18 DOLLARS

and CENTS

1 341 7005

D-GR HMA TY-B PG64-28

TON 14,671.000 19 DOLLARS

and CENTS

344 7057

SP MIXES SP-D SAC-A PG70-28

TON 7,241.000 20 DOLLARS

and CENTS

354 7019

PLANE & TEXT ASPH CONC PAV(2")

SY 61,087.000 21 DOLLARS

and CENTS

354 7053

PLANE ASPH CONC PAV(4")

SY 107.000 22 DOLLARS

and CENTS

1 360 7007

CONC PVMT (CRCP) (13")

SY 47,697.000 23 DOLLARS

and CENTS

1 360 7036

CONC PVMT(TRANSITION SLAB) (13")

SY 172.000 24 DOLLARS

and CENTS

400 7006

CUT & RESTORING PAV

SY 31.000 25 DOLLARS

and CENTS

400 7010

CEM STABIL BKFL

CY 600.000 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.

401 7001

FLOWABLE BACKFILL

CY 76.000 27 DOLLARS

and CENTS

402 7001

TRENCH EXCAVATION PROTECTION

LF 4,552.000 28 DOLLARS

and CENTS

416 7002

DRILL SHAFT (18 IN)

LF 360.000 29 DOLLARS

and CENTS

416 7006

DRILL SHAFT (36 IN)

LF 1,488.000 30 DOLLARS

and CENTS

416 7008

DRILL SHAFT (48 IN)

LF 908.000 31 DOLLARS

and CENTS

416 7032

DRILL SHAFT (SIGN MTS) (48 IN)

LF 82.000 32 DOLLARS

and CENTS

416 7037

DRILL SHAFT (HIGH MAST POLE) (60 IN)

LF 840.000 33 DOLLARS

and CENTS

416 7040

DRILL SHAFT (RDWY ILL POLE) (30 IN)

LF 20.000 34 DOLLARS

and CENTS

416 7042

DRILL SHAFT (TRF SIG POLE) (24 IN)

LF 60.000 35 DOLLARS

and CENTS

416 7044

DRILL SHAFT (TRF SIG POLE) (36 IN)

LF 30.000 36 DOLLARS

and CENTS

416 7046

DRILL SHAFT (TRF SIG POLE) (48 IN)

LF 88.000 37 DOLLARS

and CENTS

420 7012

CL C CONC (ABUT)

CY 142.800 38 DOLLARS

and CENTS

420 7022

CL C CONC (CAP)

CY 122.800 39 DOLLARS

3-18

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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.

420 7038

CL C CONC (COLUMN)

CY 129.400 40 DOLLARS

and CENTS

420 7052

CL C CONC (RAIL FOUNDATION)

CY 33.000 41 DOLLARS

and CENTS

422 7001

REINF CONC SLAB

SF 41,796.000 42 DOLLARS

and CENTS

422 7013

APPROACH SLAB

CY 170.000 43 DOLLARS

and CENTS

423 7001

RETAINING WALL (MSE)

SF 96,735.000 44 DOLLARS

and CENTS

425 7005

PRESTR CONC GIRDER (TX54)

LF 3,486.000 45 DOLLARS

and CENTS

425 7006

PRESTR CONC GIRDER (TX62)

LF 1,911.000 46 DOLLARS

and CENTS

432 7001

RIPRAP (CONC)(4 IN)

CY 175.200 47 DOLLARS

and CENTS

432 7002

RIPRAP (CONC)(5 IN)

CY 495.000 48 DOLLARS

and CENTS

1 432 7004

RIPRAP (CONC)(CL A)

CY 197.000 49 DOLLARS

and CENTS

432 7012

RIPRAP (CONC)(FLUME)

CY 40.000 50 DOLLARS

and CENTS

432 7014

RIPRAP (MOW STRIP)(5 IN)

CY 227.000 51 DOLLARS

and CENTS

450 7024

RAIL (TY SSTR)

LF 7,969.000 52 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.

450 7063

RAIL (HANDRAIL)(TY F)

LF 453.000 53 DOLLARS

and CENTS

454 7005

SEALED EXPANSION JOINT (5 IN) (SEJ - M)

LF 212.000 54 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 593.000 55 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 7,379.000 56 DOLLARS

and CENTS

464 7007

RC PIPE (CL III)(30 IN)

LF 62.000 57 DOLLARS

and CENTS

464 7034

RC PIPE (CL V)(24 IN)

LF 314.000 58 DOLLARS

and CENTS

465 7005

JCTBOX(COMPL)(PJB)(3FTX3FT)

EA 38.000 59 DOLLARS

and CENTS

465 7070

INLET (COMPL)(PSL)(RC)(3FTX3FT)

EA 20.000 60 DOLLARS

and CENTS

465 7071

INLET (COMPL)(PSL)(RC)(4FTX4FT)

EA 3.000 61 DOLLARS

and CENTS

465 7126

INLET (COMPL)(PSL)(FG)(3FTX3FT-

3FTX3FT)

EA 25.000 62 DOLLARS

and CENTS

465 7128

INLET (COMPL)(PSL)(FG)(4FTX4FT-

4FTX4FT)

EA 2.000 63 DOLLARS

and CENTS

465 7147

INLET(COMPL)(PSL)(SFG)(4FTX4FT-

4FTX4FT)

EA 5.000 64 DOLLARS

and CENTS

465 7148

INLET(COMPL)(PSL)(SFG)(3FTX5FT-

3FTX5FT)

EA 3.000 65 DOLLARS

5-18

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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.

465 7349

INLET (COMPL) (RWI) (TY II)

EA 34.000 66 DOLLARS

and CENTS

465 7353

INLET (COMPL)(RWI)(TY I)

EA 2.000 67 DOLLARS

and CENTS

479 7002

ADJUSTING INLETS

EA 9.000 68 DOLLARS

and CENTS

496 7002

REMOV STR (INLET)

EA 4.000 69 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 1.000 70 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 42.000 71 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 72 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 26.000 73 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 4.000 74 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 380.000 75 DOLLARS

and CENTS

505 7002

TMA (MOBILE OPERATION)

HR 96.000 76 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 1,000.000 77 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 1,000.000 78 DOLLARS

6-18

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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.

506 7043

BIODEG EROSN CONT LOGS (INSTL) (8")

LF 3,592.000 79 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 3,592.000 80 DOLLARS

and CENTS

508 7001

CONSTRUCTING DETOURS

SY 678.000 81 DOLLARS

and CENTS

512 7001

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

LF 3,805.000 82 DOLLARS

and CENTS

512 7009

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

LF 680.000 83 DOLLARS

and CENTS

512 7010

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

LF 20.000 84 DOLLARS

and CENTS

512 7033

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

LF 1,360.000 85 DOLLARS

and CENTS

512 7034

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

LF 40.000 86 DOLLARS

and CENTS

512 7057

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

LF 680.000 87 DOLLARS

and CENTS

512 7058

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

LF 20.000 88 DOLLARS

and CENTS

514 7038

PERM CTB (TRAN SSCB TO SSTR) (MOD)

LF 50.000 89 DOLLARS

and CENTS

527 7002

COLORED TEXTURED CONC (5")

SY 1,581.000 90 DOLLARS

and CENTS

1 529 7006

CONC CURB (MONO) (TY I)

LF 1,150.000 91 DOLLARS

7-18

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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.

529 7008

CONC CURB & GUTTER (TY I)

LF 901.000 92 DOLLARS

and CENTS

529 7009

CONC CURB & GUTTER (TY II)

LF 3,140.000 93 DOLLARS

and CENTS

529 7016

CONC CURB (TY C1)

LF 710.000 94 DOLLARS

and CENTS

529 7017

CONC CURB (TY F1)

LF 145.000 95 DOLLARS

and CENTS

530 7006

DRIVEWAYS (CONC)

SY 220.000 96 DOLLARS

and CENTS

530 7010

DRIVEWAYS (ACP)

SY 333.000 97 DOLLARS

and CENTS

531 7001

CONC SIDEWALKS (4")

SY 14,765.000 98 DOLLARS

and CENTS

531 7003

CONC SIDEWALKS (6")

SY 562.000 99 DOLLARS

and CENTS

531 7015

CURB RAMPS (TY 1)

SY 193.000 100 DOLLARS

and CENTS

531 7020

CURB RAMPS (TY 7)

SY 175.000 101 DOLLARS

and CENTS

531 7023

CURB RAMPS (TY 21)

SY 16.000 102 DOLLARS

and CENTS

531 7024

CURB RAMPS (TY 22)

SY 52.000 103 DOLLARS

and CENTS

540 7002

MTL W-BEAM GD FEN (STEEL POST)

LF 450.000 104 DOLLARS

8-18

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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 7005

MTL BEAM GD FEN TRANS (THRIE-BEAM)

EA 1.000 105 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 3.000 106 DOLLARS

and CENTS

544 7003

GUARDRAIL END TREATMENT (REMOVE)

EA 1.000 107 DOLLARS

and CENTS

545 7006

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

EA 2.000 108 DOLLARS

and CENTS

556 7006

PIPE UNDERDRAINS (TY 6) (6")

LF 5,875.000 109 DOLLARS

and CENTS

610 7014

IN RD IL (U/P) (TY 1) (150W EQ) LED

EA 8.000 110 DOLLARS

and CENTS

610 7016

IN RD IL (U/P) (TY 2) (150W EQ) LED

EA 4.000 111 DOLLARS

and CENTS

610 7164

IN RD IL (TY ST) 40T-8 (250W EQ) LED

EA 2.000 112 DOLLARS

and CENTS

613 7006

HI MST IL POLE (150 FT)(100 MPH)

EA 20.000 113 DOLLARS

and CENTS

614 7009

LED HI MST IL ASM(6 FIXT) (TY A)SHLD

EA 20.000 114 DOLLARS

and CENTS

618 7054

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

LF 13,980.000 115 DOLLARS

and CENTS

618 7055

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

LF 2,465.000 116 DOLLARS

and CENTS

618 7060

CONDT (PVC) (SCH 80) (3")

LF 80.000 117 DOLLARS

9-18

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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.

618 7061

CONDT (PVC) (SCH 80) (3") (BORE)

LF 465.000 118 DOLLARS

and CENTS

618 7064

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

LF 10.000 119 DOLLARS

and CENTS

618 7065

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

LF 265.000 120 DOLLARS

and CENTS

618 7072

CONDT (RM) (1")

LF 360.000 121 DOLLARS

and CENTS

624 7014

INSTL GROUND BOX (W/SECURE LID)

EA 64.000 122 DOLLARS

and CENTS

628 7048

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

EA 5.000 123 DOLLARS

and CENTS

628 7148

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

EA 1.000 124 DOLLARS

and CENTS

636 7001

ALUMINUM SIGNS (TY A)

SF 156.500 125 DOLLARS

and CENTS

636 7003

ALUMINUM SIGNS (TY O)

SF 231.000 126 DOLLARS

and CENTS

644 7001

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

EA 10.000 127 DOLLARS

and CENTS

644 7004

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

EA 12.000 128 DOLLARS

and CENTS

644 7012

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

EA 15.000 129 DOLLARS

and CENTS

644 7019

IN SM RD SN SUP&AM TY10BWG(2)SB(P)

EA 2.000 130 DOLLARS

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ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

644 7025

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

EA 4.000 131 DOLLARS

and CENTS

644 7026

IN SM RD SN SUP&AM TYS80(1)SA(P-BM)

EA 1.000 132 DOLLARS

and CENTS

644 7028

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

EA 1.000 133 DOLLARS

and CENTS

644 7031

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

EA 1.000 134 DOLLARS

and CENTS

644 7037

IN SM RD SN SUP&AM TYS80(1)SB(P)

EA 2.000 135 DOLLARS

and CENTS

644 7040

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

EA 1.000 136 DOLLARS

and CENTS

644 7042

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

EA 1.000 137 DOLLARS

and CENTS

644 7061

IN BRIDGE MNT CLEARANCE SGN ASSM(TY

N)

EA 4.000 138 DOLLARS

and CENTS

644 7063

IN SM RD SN SUP&AM (RAIL MOUNT)

EA 2.000 139 DOLLARS

and CENTS

644 7065

RELOCATE SM RD SN SUP&AM TY 10BWG

EA 11.000 140 DOLLARS

and CENTS

644 7067

RELOCATE SM RD SN SUP&AM TY S80

EA 5.000 141 DOLLARS

and CENTS

644 7073

REMOVE SM RD SN SUP&AM

EA 33.000 142 DOLLARS

and CENTS

650 7024

INS OH SN SUP(25 FT CANT)(CIRC TUBE)

EA 2.000 143 DOLLARS

11-18

RANDALL 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.

658 7001

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

EA 7.000 144 DOLLARS

and CENTS

658 7012

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

EA 64.000 145 DOLLARS

and CENTS

658 7021

INSTL DEL ASSM (D-SY)SZ 1(YFLX)GF2

EA 3.000 146 DOLLARS

and CENTS

658 7031

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

EA 19.000 147 DOLLARS

and CENTS

658 7032

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

EA 39.000 148 DOLLARS

and CENTS

658 7058

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

EA 41.000 149 DOLLARS

and CENTS

658 7073

INSTL OM ASSM (OM-4)(TWT)WAP

EA 18.000 150 DOLLARS

and CENTS

658 7078

REMOVE DELIN & OBJECT MARKER ASSMS

EA 38.000 151 DOLLARS

and CENTS

658 7317

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

EA 45.000 152 DOLLARS

and CENTS

658 7318

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

EA 7.000 153 DOLLARS

and CENTS

658 7319

INSTL OM SM RD SIGN (2-OM-PW)Y

EA 2.000 154 DOLLARS

and CENTS

662 7005

WK ZN PAV MRK NON-REMOV (W)6"(BRK)

LF 145.000 155 DOLLARS

and CENTS

662 7006

WK ZN PAV MRK NON-REMOV (W)6"(DOT)

LF 91.000 156 DOLLARS

12-18

RANDALL 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.

662 7012

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

LF 2,861.000 157 DOLLARS

and CENTS

662 7017

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

LF 786.000 158 DOLLARS

and CENTS

662 7018

WK ZN PAV MRK NON-REMOV (W)(ARROW)

EA 12.000 159 DOLLARS

and CENTS

662 7019

WK ZN PAV MRK NON-REMOV (W)(DBL

ARW)

EA 2.000 160 DOLLARS

and CENTS

662 7027

WK ZN PAV MRK NON-REMOV (W)(UTURN

ARW)

EA 4.000 161 DOLLARS

and CENTS

662 7030

WK ZN PAV MRK NON-REMOV(W)(WORD)

EA 16.000 162 DOLLARS

and CENTS

662 7038

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

LF 940.000 163 DOLLARS

and CENTS

662 7040

WK ZN PAV MRK NON-REMOV (Y)12"(SLD)

LF 404.000 164 DOLLARS

and CENTS

666 7017

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

LF 471.000 165 DOLLARS

and CENTS

666 7023

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

LF 5,160.000 166 DOLLARS

and CENTS

666 7029

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

LF 1,449.000 167 DOLLARS

and CENTS

666 7035

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

LF 786.000 168 DOLLARS

and CENTS

666 7041

REFL PAV MRK TY I (W)(ARROW)(090MIL)

EA 16.000 169 DOLLARS

13-18

RANDALL 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 7044

REFL PAV MRK TY I(W)(DBL ARROW)

(090MIL)

EA 2.000 170 DOLLARS

and CENTS

666 7065

REFL PAV MRK TY I (W)(WORD)(090MIL)

EA 16.000 171 DOLLARS

and CENTS

666 7116

REFL PAV MRK TY I (Y)12"(SLD)(090MIL)

LF 490.000 172 DOLLARS

and CENTS

666 7407

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

LF 3,529.000 173 DOLLARS

and CENTS

666 7422

REFL PAV MRK TY I (Y)6"(SLD)(090MIL)

LF 5,463.000 174 DOLLARS

and CENTS

666 7424

REFL PAV MRK TY I (W)12"(DOT)(100MIL)

LF 470.000 175 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 177.000 176 DOLLARS

and CENTS

677 7001

ELIM EXT PM & MRKS (4")

LF 967.000 177 DOLLARS

and CENTS

677 7004

ELIM EXT PM & MRKS (8")

LF 405.000 178 DOLLARS

and CENTS

677 7006

ELIM EXT PM & MRKS (12")

LF 186.000 179 DOLLARS

and CENTS

677 7008

ELIM EXT PM & MRKS (24")

LF 573.000 180 DOLLARS

and CENTS

677 7009

ELIM EXT PM & MRKS (ARROW)

EA 6.000 181 DOLLARS

and CENTS

677 7015

ELIM EXT PM & MRKS (WORD)

EA 7.000 182 DOLLARS

14-18

RANDALL 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.

677 7023

ELIM EXT PM & MRKS (18")(YLD TRI)

EA 6.000 183 DOLLARS

and CENTS

680 7002

INSTALL HWY TRF SIG (ISOLATED)

EA 1.000 184 DOLLARS

and CENTS

682 7001

VEH SIG SEC (12")LED(GRN)

EA 12.000 185 DOLLARS

and CENTS

682 7002

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

EA 4.000 186 DOLLARS

and CENTS

682 7003

VEH SIG SEC (12")LED(YEL)

EA 12.000 187 DOLLARS

and CENTS

682 7004

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

EA 6.000 188 DOLLARS

and CENTS

682 7005

VEH SIG SEC (12")LED(RED)

EA 12.000 189 DOLLARS

and CENTS

682 7006

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

EA 4.000 190 DOLLARS

and CENTS

682 7018

PED SIG SEC (LED)(COUNTDOWN)

EA 12.000 191 DOLLARS

and CENTS

682 7042

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

ALUM

EA 14.000 192 DOLLARS

and CENTS

682 7043

BACKPLATE W/REF BRDR(4 SEC)(VENT)

ALUM

EA 2.000 193 DOLLARS

and CENTS

684 7031

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

LF 3,397.000 194 DOLLARS

and CENTS

684 7033

TRF SIG CBL (TY A)(14 AWG)(7 CONDR)

LF 840.000 195 DOLLARS

15-18

RANDALL 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.

684 7046

TRF SIG CBL (TY A)(14 AWG)(20 CONDR)

LF 1,765.000 196 DOLLARS

and CENTS

684 7079

TRF SIG CBL (TY C)(12 AWG)(2 CONDR)

LF 3,840.000 197 DOLLARS

and CENTS

685 7006

REMOV RDSD FLSH BCN AM (SOLAR

PWRD)

EA 10.000 198 DOLLARS

and CENTS

686 7043

INS TRF SIG PL AM(S)1 ARM(40')LUM

EA 2.000 199 DOLLARS

and CENTS

686 7063

INS TRF SIG PL AM(S)1 ARM(60')LUM

EA 4.000 200 DOLLARS

and CENTS

687 7001

PED POLE ASSEMBLY

EA 10.000 201 DOLLARS

and CENTS

688 7001

PED DETECT PUSH BUTTON (APS)

EA 12.000 202 DOLLARS

and CENTS

688 7003

PED DETECTOR CONTROLLER UNIT

EA 1.000 203 DOLLARS

and CENTS

730 7019

FULL - WIDTH MOWING

CYC 4.000 204 DOLLARS

and CENTS

740 7005

ANTI-GRAFFITI COATING (PERMNENT-TY II)

SF 77,686.000 205 DOLLARS

and CENTS

3006 7001

UNDERSEAL COURSE

GAL 8,522.000 206 DOLLARS

and CENTS

5061 7001

SUBSURFACE UTIL LOCATE (NON-PAVED

AREA)

EA 8.000 207 DOLLARS

and CENTS

6007 7001

BBU SYSTEM (EXTERNAL BATTERY

CABINET)

EA 1.000 208 DOLLARS

16-18

RANDALL 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.

6008 7001

RVDS (PRESENCE DETECTION ONLY)

EA 4.000 209 DOLLARS

and CENTS

6008 7003

RVDS (PRESENCE AND ADVANCE

DETECTION)

EA 2.000 210 DOLLARS

and CENTS

6012 7001

DEAD END ROADWAY BARRICADE

LF 48.000 211 DOLLARS

and CENTS

6039 7003

LONG CHANNEL MOUNT CURB SYS

(REMOVE)

LF 351.000 212 DOLLARS

and CENTS

6064 7002

PREFB PV MK W/WNTY TY B (W)(6")(SLD)

LF 7,058.000 213 DOLLARS

and CENTS

6064 7006

PREFB PV MK W/WNTY TY B (Y)(6")(SLD)

LF 7,062.000 214 DOLLARS

and CENTS

6071 7002

ALUMINUM ELECTRICAL COND (#2 XHHW)

LF 43,950.000 215 DOLLARS

and CENTS

6071 7003

ALUMINUM ELECTRICAL COND (#6 XHHW)

LF 120.000 216 DOLLARS

and CENTS

6071 7004

ALUMINUM ELECTRICAL COND (#8 XHHW)

LF 9,720.000 217 DOLLARS

and CENTS

ALTERNATE NO. 1A

DOLLARS

and CENTS

247 7065

FL BS(CMP IN PLC)(TY A,B OR D GR4)(6")

SY 51,544.000 218 DOLLARS

and CENTS

310 7004

PRIME COAT (MC-30)

GAL 12,885.000 219 DOLLARS

and CENTS

341 7043

D-GR HMA TY-D PG64-22

TON 5,673.000 220 DOLLARS

17-18

RANDALL FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

344 7006

SP MIXES SP-B PG70-28

TON 26,924.000 221 DOLLARS

and CENTS

344 7077

TACK COAT

GAL 20,103.000 222 DOLLARS

and CENTS

346 7010

STONE-MTRX-ASPH SMA-D SAC-A PG76-28

TON 8,303.000 223 DOLLARS

and CENTS

346 7028

TACK COAT

GAL 13,082.000 224 DOLLARS

and CENTS

529 7004

CONC CURB (TY III)

LF 1,150.000 225 DOLLARS

18-18

CERTIFICATION OF INTEREST IN OTHER BID

PROPOSALS FOR THIS WORK

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

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

________ YES

________ NO

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

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

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

DISCLOSURE OF LOBBYING ACTIVITIES

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

1. Type of Federal Action:

a. contract

b. grant

c. cooperative agreement

d. loan

e. loan guarantee

f. loan insurance

2. Status of Federal Action:

a. bid/offer/application

b. initial award

c. post-award

3. Report Type:

a. initial filing

b. grant

For material change only:

year _______ quarter _____ date of last report ___________

4. Name and Address of Reporting Entity:

Prime Subawardee Tier __________, if known:

Congressional District, if known:

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

Congressional District, if known:

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

CFDA Number, if applicable: _____________________________

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

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

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

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

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

$ ___________________________ actual planned

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

a. retainer

b. one-time fee

c. commission

d. contingent fee

e. deferred

f. other; specify: _______________________________

12. Form of Payment (check all that apply)

a. cash

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

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

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

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

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

Signature: __________________________________________

Print Name: _________________________________________

Title: ______________________________________________

Telephone No: _____________________ Date: ___________

FEDERAL USE ONLY Authorized for Local Reproduction Standard Form - LLL

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

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

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

2. Identify the status of the covered Federal action.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB 0348-0046

CONTINUATION SHEET

Authorized for Local Reproduction

Standard Form - LLL-A

Reporting Entity: ____________________________________ Page ______ of ______

CONTRACTOR’S ASSURANCE

(Subcontracts-Federal Aid Projects)

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

Provisions for Subcontractors and will also physically attach the following:

Form FHWA 1273

Wage Rates

Special Provision 000-001

Special Provision 000-002

Special Provision 000-007

Required Contract Provisions Federal-Aid Construction

Contracts

All Construction Projects

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

Certificate of Nondiscrimination in Employment

Cargo Preference Act Requirements in Federal-Aid

11-25

ENGINEER SEAL

Project F 2026(878)

Highway SL 335 County RANDALL

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:

Brandon Mitchell Vinson P.E.

June 04, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

130093

Brandon Mitchell Vinson

County: Randall Sheet:

Highway: SL 335 Control: 2635-05-005

11-22-2019

General Notes Sheet A

GENERAL NOTES

CSJ: 2635-05-005

BASIS OF ESTIMATE FOR CONSTRUCTION

Item Description Unit Rate

164 SEEDING SEE PLAN SHEETS

166 FERTILIZER SEE PLAN SHEETS

168 VEGETATIVE WATERING MG 81.0 MG/AC

275 CEMENT TREAT (8") SY 3% Cement at 21.6 LBS/SY

PRIME COAT (MULTI

OPTION)

GAL 0.25 GAL/SY

341(1) D-GR HMA

TON 4” 440 LB/SY/2000

TON 3” 330 LB/SY/2000

TON 2” 220 LB/SY/2000

341(2) or 344(2)

TACK COAT (TRAIL) GAL 0.13 GAL / SY

344(1) SUPERPAVE MIXTURES

TON 4” 440 LB/SY/2000

TON 2” 220 LB/SY/2000

3006 UNDERSEAL COURSE GAL

SEE GENERAL NOTE FOR

RATE INFORMATION

NOTE:

(1) “Items 341 and 344” Weight Based On 110Lbs/SY/In

(2) The TRAIL hot asphalt type options only will be allowed. Driveways, side streets and misc. small areas TRAIL is not required

General

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

https://ftp.dot.state.tx.us/pub/txdot-info/Pre-Letting%20Responses/ Q&A on Proposal or Contractor questions on this project are to be addressed to the Amarillo AE navigate to:

General Notes Sheet B https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

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

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

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

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

There are no "reference markers" within the project limits.

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

Remove all excess material from bridge substructure resulting from all construction including planing, seal coat and ACP overlays. This work will not be paid for directly but will be considered subsidiary to various bid items in the contract.

If Contractor damages any sprinkler heads, risers or water lines that are not to be relocated, he or she is required to replace or repair all damage at his or her own expense and to the Engineer’s satisfaction.

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

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

Do not store any equipment or material under any bridge.

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

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

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

General Notes Sheet C

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

School beacons to remain operational until permanent traffic signals are operational.

Arden Road intersection is to remain closed until traffic signals are fully operational.

Item 2 Instructions to Bidders

The plans include alternative bid items for pavement type for the main lane paving. Projects using an alternative bid for pavement type are required to adjust the submitted bids to account for the difference in life-cycle cost of the pavement alternatives. Submitted bids using the pavement design will be adjusted up to account for the higher life-cycle cost of Rigid Concrete Paving. The adjustment value is $300,700.

A pre-bid conference is scheduled for this project. The conference is voluntary, but highly recommended that prospective bidders attend. The conference will be held in person with no virtual option to answer questions and describe the paving alternative. The conference is scheduled for the following date and time:

When: Tuesday, July 21, 2026, at 1:30 P.M.

Where: Amarillo District Headquarters

Large Admin Conference Room 5715 Canyon Drive Amarillo, Texas 79110

Item 5 Control of the Work

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

All school zone beacons are to be returned to the Amarillo District signal shop.

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.

General Notes Sheet D

Item 7 Legal Relations and Responsibilities

No significant traffic generator events identified.

The total area disturbed for this project is approximately 19.36 acres. The disturbed area in this project, all project locations in the Contract, and the Contractor Project Specific Locations (PSLs), within 1 mile of the project limits, for the Contract will further establish the authorization requirements for storm water discharges. The Department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction activities shown on the plans. The Contractor is to obtain required authorization from the TCEQ for Contractor PSLs for construction support activities on or off the ROW. When the total area disturbed in the Contract and PSLs within 1 mile of the project limits exceeds 5 acres, provide a copy of the Contractor NOI for PSLs on the ROW to the Engineer and to the local government that operates a separate storm sewer system.

Item 8 Prosecution and Progress

Create, maintain, and submit for acceptance, a Critical Path Method (CPM) project schedule and a Project Schedule Summary Report (PSSR) using computer software that is fully compatible with the latest version of Primavera Systems, Inc. or Primavera P6.

Provide CPM scheduling, in accordance to Item 8. Submit a separate detailed schedule and plan for the Bridge Demolition and Construction Phase a minimum of four weeks prior to the anticipated start of this work. When the Contractor has made a final determination of the start date, the Contractor must notify the Engineer a minimum of seven days in advance.

Prosecute the work following the sequence shown in the traffic control plan narrative and corresponding traffic control plan. Prosecuting the work in concurrent phases is not allowed unless approved in writing by the engineer

Working days will be computed and charged in accordance with Article 8.3.1.1 Five-Day Workweek.

Item 110 Excavation

Before grading begins, the vegetative cover within the areas to be graded are to be bladed into a windrow outside the limits of the slopes. After all grading is complete; the vegetative cover is to be spread over the adjacent disturbed areas. This work is not to be paid for directly, but will be considered subsidiary work to the various bid items.

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

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

General Notes Sheet E

Item 132 Embankment

The plasticity index for TY B will not exceed 25.

Per Retaining Wall Details - Where proposed bottom of retaining wall is above existing ground, raise grade utilizing embankment TY C1 to an elevation of a minimum of 2’ below finished grade.

Material for Embankment TY C1 shall have a liquid limit less than 45 and plasticity index between 8 and 20.

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

Item 162 Sodding for Erosion Control

Furnish and place sod of similar and compatible kind to existing condition.

Item 164 Seeding for Erosion Control

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

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

Item 166 Fertilizer

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

Item 168 Vegetative Watering

Vegetative watering is estimated at 0.25" per week placed over the seeded area to keep the soil in a moist state that promotes germination and growth. Begin application of the watering following a rain that presoaks the soil and continue for approximately 3 months, or as directed by the Engineer. If rains occur that keep the soil moist, delay the watering. Provide the appropriate type and amount of equipment to necessary watering.

Item 247 Flexible Base

*Applies to TY A & D material only.

SPECIFICATION FOR FLEX BASE, GR 4

GRADING REQUIREMENTS

PERCENT RETAINED – SIEVES

SIEVE SIZES INCHES

SOIL

CONSTANTS

MAX

WET

BALL

MAX %

INCREASE

IN

PASSING

# 40

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

MAX

P.I.

MAX

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

General Notes Sheet F

Item 275 Cement Treatment (Road-Mixed)

All required moisture added for the mixing and compaction operation is to be injected through the mixing process. Sprinkle the base material to prevent excessive loss of moisture as directed by the Engineer.

Spread the cement with a vane feeder system approved by the Engineer that is capable of spreading the cement uniformly to within 5 percent of the specified rate.

Item 300 Asphalts, Oils, and Emulsions

Asphalt from different sources is not to be blended.

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

ITEMS OPEN SEASON

310, 314, 315 All Year 340, 341, 344, 351 From April 15th through October 31st 346 From May 15th through September 15th

Item 310 Prime Coat

Provide MC-30 for prime multi option.

Item 320 Equipment for Asphalt Concrete Pavement

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

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

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

When performing any scheduled work during night time hours (sunset to sunrise) all work areas will be fully illuminated using devices designed to not incumber or distract oncoming traffic. All illumination equipment must be approved by the Engineer in writing 48 hours before any scheduled night time work can begin. All associated equipment and labor is considered subsidiary to the item of work and will not be paid for directly.

General Notes Sheet G

Item 341 Dense Graded Hot Mix Asphalt

Use aggregate that meets the SAC requirement of class A.

Use of RAS is not allowed.

Only fractionated RAP is allowed.

Provide a laboratory mixture design with the minimum target asphalt binder content shown below:

D-GR HMA TY B 4.6%

Dense Bottom Layer Laboratory Mixture Design Properties D-GR HMA TY-D

Mixture Property Test Method Requirement

Target laboratory-molded density, % Tex-207-F 97.5

Design gyrations (Ndesign) Tex-241-F 35

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

When laying ACP on a roadway that has two or more lanes and the work is being done under traffic, then the adjacent lane or lanes are to be overlaid by the end of the following day.

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

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

If lime is…