0229-01-042.pdf

Control 0229-01-042 Project F 2B25(098) Highway US 385 County ECTOR

ADDENDUM ACKNOWLEDGMENT

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

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

BEING READ.

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

ADDENDUM NO. 1

ADDENDUM NO. 2

ADDENDUM NO. 3

ADDENDUM NO. 4

ADDENDUM NO. 5

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

1-1

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Project F 2B25(098) Highway US 385 County ECTOR

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Construct Bridge

ECTOR 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 480 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 0229-01-042

Project F 2B25(098)

Highway US 385

County ECTOR

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 0229-01-042 Project F 2B25(098) Highway US 385 County ECTOR

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 2B25(098) Proposal Sheet

ECTOR 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.

100 7002

PREPARING ROW

STA 14.000 1 DOLLARS

and CENTS

104 7003

REMOV CONC (MOWSTRIP)

SY 2,652.000 2 DOLLARS

and CENTS

104 7006

REMOV CONC (RIPRAP)

SY 522.000 3 DOLLARS

and CENTS

104 7008

REMOV CONC (MEDIANS)

SY 64.000 4 DOLLARS

and CENTS

104 7011

REMOV CONC (DRIVEWAYS)

SY 3,088.000 5 DOLLARS

and CENTS

104 7016

REMOV CONC (CURB)

LF 647.000 6 DOLLARS

and CENTS

105 7004

RMV (4"-8") TRT/UNTRT BASE & ASPH PAV

SY 4,745.000 7 DOLLARS

and CENTS

105 7011

RMV (11"-15") TRT/UNTRT BASE & ASPH PAV

SY 42,839.000 8 DOLLARS

and CENTS

105 7012

RMV (12"-16") TRT/UNTRT BASE & ASPH PAV

SY 77,400.000 9 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 66,699.000 10 DOLLARS

and CENTS

132 7006

EMBANK (FNL)(DC)(TY C)

CY 265,703.000 11 DOLLARS

and CENTS

150 7002

BLADING

HR 40.000 12 DOLLARS

and CENTS

164 7009

DRILL SEED (PERM_RURAL_SAND)

SY 315,649.000 13 DOLLARS

and CENTS

1-20

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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.

216 7001

PROOF ROLLING

HR 40.000 14 DOLLARS

and CENTS

247 7343

FL BS (CMP IN PLC)(TY A GR 4)(7")

SY 197,014.000 15 DOLLARS

and CENTS

247 7345

FL BS (CMP IN PLC)(TY A GR 4)(5")

SY 2,986.000 16 DOLLARS

and CENTS

310 7001

PRIME COAT (AE-P)

GAL 39,409.000 17 DOLLARS

and CENTS

316 7007

ASPH (AC-20-5TR)

GAL 36,308.000 18 DOLLARS

and CENTS

316 7012

ASPH (CRS-2P)

GAL 36,308.000 19 DOLLARS

and CENTS

316 7099

AGGR (TY-B, GR-4)(SAC-A)

CY 873.000 20 DOLLARS

and CENTS

316 7136

AGGR (TY-PB, GR-4)(SAC-A)

CY 873.000 21 DOLLARS

and CENTS

344 7005

SP MIXES SP-B SAC-B PG70-22

TON 85,803.000 22 DOLLARS

and CENTS

344 7077

TACK COAT

GAL 20,251.000 23 DOLLARS

and CENTS

1 346 7023

STONE-MTRX-ASPH SMAR-F SAC-A

TON 16,235.000 24 DOLLARS

and CENTS

354 7002

PLANE & TEXT ASPH CONC PAV(0" TO 2")

SY 6,595.000 25 DOLLARS

and CENTS

360 7005

CONC PVMT (CRCP) (11")

SY 19,378.000 26 DOLLARS

2-20

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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.

360 7034

CONC PVMT(TRANSITION SLAB) (11")

SY 656.000 27 DOLLARS

and CENTS

400 7008

CUT & RESTORE ASPH PAVING

SY 22.000 28 DOLLARS

and CENTS

400 7010

CEM STABIL BKFL

CY 1,482.000 29 DOLLARS

and CENTS

400 7011

CEMENT STAB BACKFILL (INLET OR MH)

CY 40.000 30 DOLLARS

and CENTS

416 7002

DRILL SHAFT (18 IN)

LF 200.000 31 DOLLARS

and CENTS

416 7006

DRILL SHAFT (36 IN)

LF 1,280.000 32 DOLLARS

and CENTS

416 7007

DRILL SHAFT (42 IN)

LF 878.000 33 DOLLARS

and CENTS

416 7027

DRILL SHAFT (SIGN MTS) (12 IN)

LF 28.000 34 DOLLARS

and CENTS

416 7028

DRILL SHAFT (SIGN MTS) (24 IN)

LF 98.000 35 DOLLARS

and CENTS

416 7040

DRILL SHAFT (RDWY ILL POLE) (30 IN)

LF 418.000 36 DOLLARS

and CENTS

416 7044

DRILL SHAFT (TRF SIG POLE) (36 IN)

LF 84.000 37 DOLLARS

and CENTS

420 7012

CL C CONC (ABUT)

CY 116.000 38 DOLLARS

and CENTS

420 7023

CL C CONC (CAP)(HPC)

CY 94.800 39 DOLLARS

3-20

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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 81.200 40 DOLLARS

and CENTS

420 7062

CL C CONC (VEH DEFL WALL)

CY 175.400 41 DOLLARS

and CENTS

422 7002

REINF CONC SLAB (HPC)

SF 24,000.000 42 DOLLARS

and CENTS

422 7014

APPROACH SLAB (HPC)

CY 122.000 43 DOLLARS

and CENTS

423 7002

RETAINING WALL (MSE) (ASHLAR STONE

FIN)

SF 91,546.000 44 DOLLARS

and CENTS

425 7005

PRESTR CONC GIRDER (TX54)

LF 3,220.020 45 DOLLARS

and CENTS

432 7001

RIPRAP (CONC)(4 IN)

CY 471.000 46 DOLLARS

and CENTS

432 7004

RIPRAP (CONC)(CL A)

CY 182.000 47 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 1,107.000 48 DOLLARS

and CENTS

442 7007

STR STEEL (MISC NON-BRIDGE)

LB 1,000.000 49 DOLLARS

and CENTS

450 7025

RAIL (TY SSTR)(HPC)

LF 4,973.000 50 DOLLARS

and CENTS

454 7004

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

LF 160.000 51 DOLLARS

and CENTS

462 7001

CONC BOX CULV (3 FT X 2 FT)

LF 418.000 52 DOLLARS

4-20

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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.

462 7003

CONC BOX CULV (4 FT X 2 FT)

LF 1,145.000 53 DOLLARS

and CENTS

462 7006

CONC BOX CULV (5 FT X 2 FT)

LF 32.000 54 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 2,173.000 55 DOLLARS

and CENTS

465 7004

MANH (COMPL)(PRM)(72IN)

EA 3.000 56 DOLLARS

and CENTS

465 7005

JCTBOX(COMPL)(PJB)(3FTX3FT)

EA 2.000 57 DOLLARS

and CENTS

465 7006

JCTBOX(COMPL)(PJB)(4FTX4FT)

EA 1.000 58 DOLLARS

and CENTS

465 7015

INLET (COMPL)(PCO)(3FT)(RIGHT)

EA 2.000 59 DOLLARS

and CENTS

465 7161

INLET(COMPL)(PAZD)(FG)(5FTX5FT-

3FTX3FT)

EA 1.000 60 DOLLARS

and CENTS

465 7362

INLET(COMPL)(TY MSE1)

EA 19.000 61 DOLLARS

and CENTS

467 7037

SET (TY I)(S= 3 FT)(HW= 2 FT)(4:1)(C)

EA 4.000 62 DOLLARS

and CENTS

467 7039

SET (TY I)(S= 3 FT)(HW= 2 FT)(6:1)(P)

EA 2.000 63 DOLLARS

and CENTS

467 7064

SET (TY I)(S= 4 FT)(HW= 2 FT)(4:1)(C)

EA 4.000 64 DOLLARS

and CENTS

467 7066

SET (TY I)(S= 4 FT)(HW= 2 FT)(6:1)(P)

EA 8.000 65 DOLLARS

5-20

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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.

467 7098

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

EA 2.000 66 DOLLARS

and CENTS

467 7309

SET (TY II) (18 IN) (TP) (3: 1) (C)

EA 2.000 67 DOLLARS

and CENTS

467 7312

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

EA 24.000 68 DOLLARS

and CENTS

467 7325

SET (TY II) (24 IN) (RCP) (3: 1) (C)

EA 2.000 69 DOLLARS

and CENTS

467 7326

SET (TY II) (24 IN) (RCP) (4: 1) (C)

EA 28.000 70 DOLLARS

and CENTS

467 7327

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

EA 1.000 71 DOLLARS

and CENTS

467 7328

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

EA 3.000 72 DOLLARS

and CENTS

467 7332

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

EA 40.000 73 DOLLARS

and CENTS

467 7352

SET (TY II) (30 IN) (TP) (6: 1) (P)

EA 2.000 74 DOLLARS

and CENTS

468 7001

THERMOPLASTIC PIPE (PP) (18")

LF 1,072.000 75 DOLLARS

and CENTS

468 7002

THERMOPLASTIC PIPE (PP) (24")

LF 1,144.000 76 DOLLARS

and CENTS

468 7003

THERMOPLASTIC PIPE (PP) (30")

LF 36.000 77 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 402.000 78 DOLLARS

6-20

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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.

496 7039

REMOV STR(DRWY CULVERT)

EA 10.000 79 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 80 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 24.000 81 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 4.000 82 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 88.000 83 DOLLARS

and CENTS

505 7003

TMA (MOBILE OPERATION)

DAY 34.000 84 DOLLARS

and CENTS

506 7003

ROCK FILTER DAMS (INSTALL) (TY 3)

LF 270.000 85 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 270.000 86 DOLLARS

and CENTS

506 7020

CONSTRUCTION EXITS (INSTALL) (TY 1)

SY 2,016.000 87 DOLLARS

and CENTS

506 7024

CONSTRUCTION EXITS (REMOVE)

SY 2,016.000 88 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 1,000.000 89 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 1,000.000 90 DOLLARS

and CENTS

506 7045

BIODEG EROSN CONT LOGS (INSTL) (18")

LF 5,510.000 91 DOLLARS

7-20

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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 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 5,510.000 92 DOLLARS

and CENTS

508 7001

CONSTRUCTING DETOURS

SY 28,467.000 93 DOLLARS

and CENTS

512 7001

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

LF 4,204.000 94 DOLLARS

and CENTS

512 7025

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

LF 3,063.000 95 DOLLARS

and CENTS

512 7049

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

LF 4,204.000 96 DOLLARS

and CENTS

528 7001

LANDSCAPE PAVERS

SY 2,986.000 97 DOLLARS

and CENTS

529 7002

CONC CURB (TY II)

LF 6,795.000 98 DOLLARS

and CENTS

529 7009

CONC CURB & GUTTER (TY II)

LF 4,548.000 99 DOLLARS

and CENTS

530 7006

DRIVEWAYS (CONC)

SY 5,667.000 100 DOLLARS

and CENTS

530 7010

DRIVEWAYS (ACP)

SY 3,301.000 101 DOLLARS

and CENTS

531 7001

CONC SIDEWALKS (4")

SY 1,810.000 102 DOLLARS

and CENTS

531 7005

CURB RAMPS (TY 1)

EA 20.000 103 DOLLARS

and CENTS

531 7023

CURB RAMPS (TY 21)

SY 41.000 104 DOLLARS

8-20

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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.

533 7001

MILL RUMBLE STRIPS (ASPHALT) (SHLDR)

LF 54,781.000 105 DOLLARS

and CENTS

540 7002

MTL W-BEAM GD FEN (STEEL POST)

LF 1,656.000 106 DOLLARS

and CENTS

540 7005

MTL BEAM GD FEN TRANS (THRIE-BEAM)

EA 6.000 107 DOLLARS

and CENTS

540 7015

DOWNSTREAM ANCHOR TERMINAL

SECTION

EA 3.000 108 DOLLARS

and CENTS

543 7006

CABLE BARRIER SYS (INSTL)(TL-4)(10'-0")

LF 10,275.000 109 DOLLARS

and CENTS

543 7018

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

EA 15.000 110 DOLLARS

and CENTS

543 7020

CABLE BARRIER SYSTEM (RELOCATE)(TL-

4)

LF 6,267.000 111 DOLLARS

and CENTS

543 7036

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

EA 10.000 112 DOLLARS

and CENTS

543 7037

CABLE BARRIER (REMOVE)

LF 900.000 113 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 9.000 114 DOLLARS

and CENTS

545 7002

CRASH CUSH ATTEN (MOVE & RESET)

EA 8.000 115 DOLLARS

and CENTS

545 7004

CRASH CUSH ATTEN (REMOVE)

EA 8.000 116 DOLLARS

and CENTS

545 7006

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

EA 6.000 117 DOLLARS

9-20

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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.

545 7018

CCA (INSTL)(N)(TL3)(WORK ZONE)

EA 10.000 118 DOLLARS

and CENTS

556 7006

PIPE UNDERDRAINS (TY 6) (6")

LF 4,005.000 119 DOLLARS

and CENTS

610 7009

REMOVE RD IL ASM (TRANS-BASE)

EA 4.000 120 DOLLARS

and CENTS

610 7014

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

EA 8.000 121 DOLLARS

and CENTS

610 7126

IN RD IL (TY SA) 40T-10 (250W EQ) LED

EA 36.000 122 DOLLARS

and CENTS

610 7199

IN RD IL (TY SA) 50T-10-10(400W EQ)LED

EA 13.000 123 DOLLARS

and CENTS

618 7030

CONDT (PVC) (SCH 40) (2")

LF 405.000 124 DOLLARS

and CENTS

618 7036

CONDT (PVC) (SCH 40) (3")

LF 60.000 125 DOLLARS

and CENTS

618 7037

CONDT (PVC) (SCH 40) (3") (BORE)

LF 960.000 126 DOLLARS

and CENTS

618 7054

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

LF 10,820.000 127 DOLLARS

and CENTS

618 7055

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

LF 1,890.000 128 DOLLARS

and CENTS

618 7057

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

LF 80.000 129 DOLLARS

and CENTS

618 7060

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

LF 195.000 130 DOLLARS

10-20

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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.

618 7061

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

LF 470.000 131 DOLLARS

and CENTS

618 7064

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

LF 215.000 132 DOLLARS

and CENTS

618 7065

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

LF 70.000 133 DOLLARS

and CENTS

618 7072

CONDT (RM) (1")

LF 120.000 134 DOLLARS

and CENTS

620 7004

ELEC CONDR (NO.12) INSULATED

LF 480.000 135 DOLLARS

and CENTS

620 7008

ELEC CONDR (NO.8) INSULATED

LF 2,230.000 136 DOLLARS

and CENTS

620 7009

ELEC CONDR (NO.6) BARE

LF 15,680.000 137 DOLLARS

and CENTS

620 7010

ELEC CONDR (NO.6) INSULATED

LF 29,830.000 138 DOLLARS

and CENTS

620 7011

ELEC CONDR (NO.4) BARE

LF 1,650.000 139 DOLLARS

and CENTS

620 7012

ELEC CONDR (NO.4) INSULATED

LF 825.000 140 DOLLARS

and CENTS

620 7015

ELEC CONDR (NO.2) BARE

LF 1,160.000 141 DOLLARS

and CENTS

620 7016

ELEC CONDR (NO.2) INSULATED

LF 580.000 142 DOLLARS

and CENTS

624 7002

GROUND BOX TY A (122311)W/APRON

EA 31.000 143 DOLLARS

11-20

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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.

624 7008

GROUND BOX TY D (162922)W/APRON

EA 13.000 144 DOLLARS

and CENTS

624 7013

REMOVE GROUND BOX

EA 6.000 145 DOLLARS

and CENTS

628 7080

ELC SRV TY A 240/480 100(NS)SS(E)SP(U)

EA 3.000 146 DOLLARS

and CENTS

628 7148

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

EA 2.000 147 DOLLARS

and CENTS

628 7161

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

EA 1.000 148 DOLLARS

and CENTS

636 7001

ALUMINUM SIGNS (TY A)

SF 125.000 149 DOLLARS

and CENTS

636 7002

ALUMINUM SIGNS (TY G)

SF 1,150.000 150 DOLLARS

and CENTS

644 7001

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

EA 49.000 151 DOLLARS

and CENTS

644 7004

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

EA 60.000 152 DOLLARS

and CENTS

644 7005

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

2EXT)

EA 7.000 153 DOLLARS

and CENTS

644 7007

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

EA 2.000 154 DOLLARS

and CENTS

644 7009

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

EA 6.000 155 DOLLARS

and CENTS

644 7010

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

BM)

EA 2.000 156 DOLLARS

12-20

ECTOR 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.

644 7012

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

EA 2.000 157 DOLLARS

and CENTS

644 7015

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

EA 1.000 158 DOLLARS

and CENTS

644 7025

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

EA 1.000 159 DOLLARS

and CENTS

644 7028

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

EA 2.000 160 DOLLARS

and CENTS

644 7035

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

EA 8.000 161 DOLLARS

and CENTS

644 7042

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

EA 3.000 162 DOLLARS

and CENTS

644 7046

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

EA 4.000 163 DOLLARS

and CENTS

644 7065

RELOCATE SM RD SN SUP&AM TY 10BWG

EA 1.000 164 DOLLARS

and CENTS

644 7072

RELOCATE SM RD SN SUP&AM(SIGN ONLY)

EA 10.000 165 DOLLARS

and CENTS

644 7073

REMOVE SM RD SN SUP&AM

EA 64.000 166 DOLLARS

and CENTS

647 7001

INSTALL LRSS (STRUCT STEEL)

LB 7,926.000 167 DOLLARS

and CENTS

658 7003

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

EA 11.000 168 DOLLARS

and CENTS

658 7012

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

EA 6.000 169 DOLLARS

13-20

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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.

658 7014

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

EA 38.000 170 DOLLARS

and CENTS

658 7033

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

EA 6.000 171 DOLLARS

and CENTS

658 7036

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

EA 12.000 172 DOLLARS

and CENTS

658 7045

INSTL DEL ASSM (D-DW)SZ 1(WFLX)GND

EA 22.000 173 DOLLARS

and CENTS

658 7058

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

EA 125.000 174 DOLLARS

and CENTS

658 7317

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

EA 111.000 175 DOLLARS

and CENTS

658 7318

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

EA 36.000 176 DOLLARS

and CENTS

658 7321

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

EA 11.000 177 DOLLARS

and CENTS

662 7065

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

LF 28,444.000 178 DOLLARS

and CENTS

662 7068

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

LF 119,911.000 179 DOLLARS

and CENTS

662 7070

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

LF 5,251.000 180 DOLLARS

and CENTS

662 7077

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

LF 1,373.000 181 DOLLARS

and CENTS

662 7098

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

LF 15,573.000 182 DOLLARS

14-20

ECTOR 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.

662 7100

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

LF 65,519.000 183 DOLLARS

and CENTS

666 7009

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

LF 1,596.000 184 DOLLARS

and CENTS

666 7018

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

LF 809.000 185 DOLLARS

and CENTS

666 7024

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

LF 14,888.000 186 DOLLARS

and CENTS

666 7036

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

LF 1,931.000 187 DOLLARS

and CENTS

666 7069

REFL PAV MRK TY I(W)(ENTR GORE)

(100MIL)

EA 2.000 188 DOLLARS

and CENTS

666 7072

REFL PAV MRK TY I(W)(EXIT GORE)(100MIL)

EA 2.000 189 DOLLARS

and CENTS

666 7090

REF PAV MRK TY I(W)36"(YLD TRI)(100MIL)

EA 14.000 190 DOLLARS

and CENTS

666 7123

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

LF 2,028.000 191 DOLLARS

and CENTS

666 7347

PAVEMENT SLER 6"

LF 6,475.000 192 DOLLARS

and CENTS

666 7348

PAVEMENT SLER 8"

LF 3,545.000 193 DOLLARS

and CENTS

666 7352

PAVEMENT SLER 24"

LF 674.000 194 DOLLARS

and CENTS

666 7353

PAVEMENT SLER (ARROW)

EA 9.000 195 DOLLARS

15-20

ECTOR 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.

666 7354

PAVEMENT SLER (WORD)

EA 11.000 196 DOLLARS

and CENTS

666 7356

PAVEMENT SLER (DBL ARROW)

EA 4.000 197 DOLLARS

and CENTS

666 7358

PAVEMENT SLER (UTURN ARROW)

EA 2.000 198 DOLLARS

and CENTS

666 7365

PAVEMENT SLER (YLD TRI)

EA 14.000 199 DOLLARS

and CENTS

666 7408

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

LF 9,367.000 200 DOLLARS

and CENTS

666 7411

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

LF 48,680.000 201 DOLLARS

and CENTS

666 7423

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

LF 53,159.000 202 DOLLARS

and CENTS

668 7089

PREFAB PM TY C (W)(24")(SLD)

LF 438.000 203 DOLLARS

and CENTS

668 7091

PREFAB PM TY C (W)(ARROW)

EA 34.000 204 DOLLARS

and CENTS

668 7093

PREFAB PM TY C (W)(DBL ARROW)

EA 6.000 205 DOLLARS

and CENTS

668 7096

PREFAB PM TY C (W)(UTURN ARROW)

EA 8.000 206 DOLLARS

and CENTS

668 7098

PREFAB PM TY C (W)(U-LT ARROW)

EA 4.000 207 DOLLARS

and CENTS

668 7100

PREFAB PM TY C (W)(LN REDUCT ARROW)

EA 4.000 208 DOLLARS

16-20

ECTOR 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.

668 7103

PREFAB PM TY C (W)(WORD)

EA 43.000 209 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 682.000 210 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 281.000 211 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 800.000 212 DOLLARS

and CENTS

678 7002

PAV SURF PREP FOR MRK (6")

LF 6,475.000 213 DOLLARS

and CENTS

678 7004

PAV SURF PREP FOR MRK (8")

LF 3,545.000 214 DOLLARS

and CENTS

678 7008

PAV SURF PREP FOR MRK (24")

LF 674.000 215 DOLLARS

and CENTS

678 7009

PAV SURF PREP FOR MRK (ARROW)

EA 9.000 216 DOLLARS

and CENTS

678 7010

PAV SURF PREP FOR MRK (DBL ARROW)

EA 4.000 217 DOLLARS

and CENTS

678 7012

PAV SURF PREP FOR MRK (UTURN ARR)

EA 2.000 218 DOLLARS

and CENTS

678 7016

PAV SURF PREP FOR MRK (WORD)

EA 11.000 219 DOLLARS

and CENTS

678 7023

PAV SURF PREP FOR MRK (36")(YLD TRI)

EA 14.000 220 DOLLARS

and CENTS

680 7002

INSTALL HWY TRF SIG (ISOLATED)

EA 1.000 221 DOLLARS

17-20

ECTOR 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.

680 7004

REMOVING TRAFFIC SIGNALS

EA 1.000 222 DOLLARS

and CENTS

681 7001

TEMP TRAF SIGNALS

EA 1.000 223 DOLLARS

and CENTS

682 7001

VEH SIG SEC (12")LED(GRN)

EA 20.000 224 DOLLARS

and CENTS

682 7002

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

EA 8.000 225 DOLLARS

and CENTS

682 7003

VEH SIG SEC (12")LED(YEL)

EA 20.000 226 DOLLARS

and CENTS

682 7004

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

EA 4.000 227 DOLLARS

and CENTS

682 7005

VEH SIG SEC (12")LED(RED)

EA 20.000 228 DOLLARS

and CENTS

682 7006

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

EA 8.000 229 DOLLARS

and CENTS

682 7018

PED SIG SEC (LED)(COUNTDOWN)

EA 16.000 230 DOLLARS

and CENTS

682 7039

BACKPLATE W/REFL BRDR(3 SEC)ALUM

EA 16.000 231 DOLLARS

and CENTS

682 7040

BACKPLATE W/REFL BRDR(4 SEC)ALUM

EA 8.000 232 DOLLARS

and CENTS

684 7031

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

LF 730.000 233 DOLLARS

and CENTS

684 7033

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

LF 470.000 234 DOLLARS

18-20

ECTOR 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 7036

TRF SIG CBL (TY A)(14 AWG)(10 CONDR)

LF 2,250.000 235 DOLLARS

and CENTS

684 7046

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

LF 1,690.000 236 DOLLARS

and CENTS

684 7079

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

LF 4,000.000 237 DOLLARS

and CENTS

686 7043

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

EA 2.000 238 DOLLARS

and CENTS

686 7051

INS TRF SIG PL AM(S)1 ARM(48')LUM

EA 4.000 239 DOLLARS

and CENTS

687 7001

PED POLE ASSEMBLY

EA 8.000 240 DOLLARS

and CENTS

688 7001

PED DETECT PUSH BUTTON (APS)

EA 14.000 241 DOLLARS

and CENTS

688 7003

PED DETECTOR CONTROLLER UNIT

EA 1.000 242 DOLLARS

and CENTS

772 7001

POST AND CABLE FENCE (REMOVAL)

LF 2,938.000 243 DOLLARS

and CENTS

786 7001

CARBON FIBER REINF POLYMER

PROTECTION

SF 1,044.300 244 DOLLARS

and CENTS

3007 7001

BONDING COURSE

GAL 23,686.000 245 DOLLARS

and CENTS

6004 7001

INSTALL DMS (POLE MTD CABINET)

EA 2.000 246 DOLLARS

and CENTS

6007 7001

BBU SYSTEM (EXTERNAL BATTERY

CABINET)

EA 1.000 247 DOLLARS

19-20

ECTOR 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.

6008 7001

RVDS (PRESENCE DETECTION ONLY)

EA 6.000 248 DOLLARS

and CENTS

6008 7002

RVDS (ADVANCE DETECTION ONLY)

EA 4.000 249 DOLLARS

and CENTS

6011 7005

ITS POLE (50 FT) (90 MPH)

EA 2.000 250 DOLLARS

and CENTS

6018 7001

CCTV FIELD EQUIP (DIGITAL) (INSTL ONLY)

EA 1.000 251 DOLLARS

and CENTS

6018 7002

CCTV FIELD EQUIPMENT (DIGITAL)

EA 2.000 252 DOLLARS

and CENTS

6018 7003

CCTV MOUNT (POLE)

EA 3.000 253 DOLLARS

and CENTS

6018 7004

ITS COM CBL (ETHERNET)

LF 570.000 254 DOLLARS

and CENTS

ALTERNATE NO. 1A

DOLLARS

and CENTS

346 7009

STONE-MTRX-ASPH SMA-D SAC-A PG76-22

TON 16,235.000 255 DOLLARS

20-20

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 2B25(098)

Highway US 385 County ECTOR

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:

GUERRA, AGUEDA VIRGINIA P.E.

March 06, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

131913

GUERRA, AGUEDA VIRGINIA

County: Ector Sheet: 27

Highway: US 385 Control: 0229-01-042

General Notes Sheet: A

Material Specification Information

Grading Requirements (gn1)

Item Description Grading Requirements Soil Wet

Percent Retained - Sieves Constants Ball

L.L. P.I. Mill

Max. Max. Max.

1-3/4” 7/8” 3/8” #40

247 Type A GR 4 0-3 10-35 20-55 65-85 40 12 40

The maximum increase in material passing the number 40 sieve resulting from the wet ball mill test shall not exceed 20%.

Cure the finished section of flex base until the moisture content is at least half of the optimum moisture content or as directed by the engineer before applying the next successive course or prime coat.

There is potential for gypsum in the area and additional time may be necessary to process the subgrade and/or base material.

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

ODA-PreLettingQuestions@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

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.

Item 5: Control of the Work

For any structures containing bird nests, schedule all work to complete the demolition of the existing structures identified in the plans between September 15 and March 15 of the pertinent year. Failure to complete this work during the specified timeframe may cause construction delays due to environmental regulations.

The existing alignment is the control for the Contractor staking. Establish reference points for the control prior to removing the existing surface.

Use Method C for construction surveying.

General Notes Sheet: B

In the event the finished surface does not conform to the typical sections or does not meet the required IRI, rework the non-conforming area to the limits necessary and employ additional survey control as directed.

Item 6: Control of Materials

Restrict storage of equipment and materials to approved areas. The Engineer will not approve storage in any TxDOT yard.

Promptly and properly dispose of any waste generated from servicing equipment on the project.

Item 7: Legal Relations and Responsibilities

If access to the project is required through a new or unapproved driveway (i.e. Material source, stockpile location, field office, etc.), obtain an approved “Permit to Construct Access Driveway Facilities on Highway Right Of Way” (TxDOT Form 1058) before beginning any construction operations.

Utilities (public, private and TxDOT) exist throughout the project. Prior to any excavation, investigate to determine the utility locations within the project right of way. Contact the TxDOT Odessa Traffic Operations shop at 432-498-4690 to investigate and determine the location of any TxDOT utility that may exist within the project right of way. Exercise caution when excavating in areas where investigations have determined that utilities exist. The contractor is responsible for maintaining utility markings.

No significant traffic generator events identified.

As an element of ensuring public safety and convenience under Article 7.2.4, the Contractor is hereby directed to open all closed lanes and shoulder and remove all traffic control devices from any areas where work is not being actively performed unless overnight traffic control is required and approved by the engineer. Removed devices must be stored outside of the clear zones near the right of way line or removed from the right of way line entirely.

At any time during construction that a previously installed crash cushion is damaged by the traveling public and is requested to be repaired by the Engineer, the repair will be paid at the same unit cost as the original installation.

Item 8: Prosecution and Progress

The following portions of the plans may affect the Contractor's planned construction sequencing. The Contractor’s attention is directed to the appropriate plan sheet or standard sheet.

-Traffic Control Plan

-Storm Water Pollution Prevention Plan

-Environmental Permit, Issues And Commitments (EPIC)

Maintain ingress and egress to side streets and private property at all times.

General Notes Sheet: C

Initiate the installation of Item 628 “Electrical Services” as part of the initial work sequence to allow TxDOT the lead-time necessary for coordination with utility companies to establish and provide for electrical service(s) proposed for this project.

Working days will be computed and charged in accordance with Article 8. 3.1.4. “Standard Workweek.”

Additional disincentive and incentive shall be based on road user costs liquidated damage rate.

Incentive for early contract completion shall be maxed out at 30 days. Incentive will be calculated from contract completion date as specified and defined in special provision 008-003 section 9 and 11.1.The road-user cost liquidated damages are $8,153 per day.

The 120-day convenience delayed start allowed after authorization under SP008-005 is needed to allow for sufficient time to obtain and produce materials needed for various bid items in this project.

Item 100: Preparing Right Of Way

It is the intent on the plans to prepare only that portion of the right of way necessary for construction.

Do not disturb natural vegetation and trees wherever possible.

Item 105: Removing Treated and Untreated Base and Asphalt Pavement

Saw cut and remove existing asphaltic pavement by an approved method.

Item 110: Excavation

Broom the existing base or subgrade to remove any loose material dropped during excavation operations. This work is considered subsidiary to this item.

Before excavation and embankment operations begin, windrow all topsoil (approx. 4 inches) to be reused on side slopes or behind the proposed curb and gutter. This work is subsidiary to Item 110, "Excavation" and Item 132, "Embankment".

Item 132: Embankment

Type C embankment material shall meet testing requirements of Type A with the exception that the specification limit for PI is between 6 and 15, and no more that 15% of the total aggregate may be field sand or other uncrushed fine aggregate.

Item 150: Blading

Use blading to construct and remove side road turnouts, rebuild existing dikes, ditch blocks, and other work as directed.

When directed, fill and grade low areas outside the embankment areas to drain.

Preserve the top 4" of topsoil outside of the work area. Preserve this material in windrows until topsoil can be replaced and seeded to stabilize all exposed terrain.

General Notes Sheet: D

Item 216: Proof Rolling

Proof rolling will be required on rock embankments where density tests are not practical and at other locations as directed.

Item 247: Flexible Base

The estimated quantity of flexible base shown includes all roadways. The measured area for payment will be the crown width only. The side slope tapers are not included in the measurements for the flexible base but are considered subsidiary to this item.

Assume responsibility for the disposal of all boulders not fractured during ordinary rolling methods and those too large to be incorporated into the foundation course as approved.

Maintain moisture during compaction as directed by the Engineer. Determine the moisture content of the material in accordance with Tex-115-E or Tex-103-E as directed by the Engineer.

Item 316: Seal Coat

Furnish Class B aggregate for the non-surface course.

Do not apply asphalt cement between August 31st and May 1st unless authorized in writing.

Place a string line or other suitable marking where needed to assure smooth neat lines or as directed.

Rates are shown in the plans.

Perform rock land and shoot test strips for each day’s work at each location or as directed by the Engineer.

Provide the Engineer with this information prior to the seal coat application. Provide control that is acceptable to the Engineer for yield calculations.

Wet the stockpile of aggregate prior to use.

The use of a variable rate nozzle will be required on this project as determined by the engineer.

Contractor shall provide a list of stockpile locations prior to any material placed on the job site.

Contractor shall have the Engineer and Odessa District Environmental Officer approve any and all stockpile locations prior to stockpiling of aggregate or other material. Stockpile locations will not be permitted on or adjacent to landscaped and non-mow areas.

As seal coat operations are completed at each location, clean and level all stockpile locations to the satisfaction of the Engineer.

Clean up paper, asphalt and excess rock after seal coat placement as each reference location is completed. Contractor shall not proceed ahead more than two reference locations before clean-up operations have been accomplished at the previous completed reference locations.

General Notes Sheet: E

Contractor shall clean and remove asphalt from unauthorized concrete at the expense of the Contractor.

Item 344: Superpave Mixtures

Binder:

Provide a binder that has a Performance Grade of 70-22 (PG 70-22) for the B mix.

Aggregate quality:

Furnish Class B aggregate for the SP-B mix.

Furnish aggregates for the shoulders and/or ramps that meet project SAC requirements.

Mixture design:

Test method Tex-530-C (Boil Test) will not be required.

Placement:

Semi-trailer type vehicles are prohibited from dumping directly into the finishing machine for the finished surface unless the trailer is equipped with an auger slatted chain or another approved conveyor.

No more than 10% RAP will be allowed in non-surface courses.

No RAS will be allowed.

Mineral filler will not be allowed.

Lime will not be allowed as an anti-stripping agent.

Field sand will not be allowed.

Item 346: Stone-Matrix Asphalt

Binder:

Provide a binder that has a Performance Grade of 76-22 (PG 76-22) for the SMA-D mix.

Furnish Type I asphalt-rubber binder containing Grade C rubber for the SMAR-F mix.

Aggregate quality:

Provide Class A aggregate. Blending of SAC A and SAC B material will not be allowed for the coarse or intermediate aggregate. Only fine aggregate will be allowed to be sourced from SAC-B material.

Magnesium sulfate soundness loss will not be greater than 20 percent when Class A aggregate is required.

General Notes Sheet: F

Mixture design:

Test method Tex-530-C (Boil Test) will not be required.

Placement:

Semi-trailer type vehicles are prohibited from dumping directly into the finishing machine for the finished surface unless the trailer is equipped with an auger slatted chain or another approved conveyor.

No RAP will be allowed in the surface course.

No RAS will be allowed.

Mineral filler will not be allowed.

Lime will not be allowed as an anti-stripping agent.

Field sand will not be allowed.

Item 400: Excavation and Backfill for Structures

Aggregate for cement stabilized backfill will be an approved material.

The addition of cement stabilized backfill under the pipe will not be required for this project.

However, the Contractor will be required to shape the subgrade (trench bottom) to conform to a Class C bedding in sand or loam. If rock or rock outcrops are encountered, a Class B bedding consisting of sand or chat material will be required under the pipe.

Item 402:…