0786-01-095.pdf

Control 0786-01-095, ETC Project F 2026(868) Highway FM 364, ETC County JEFFERSON

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(868) Highway FM 364, ETC County JEFFERSON

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Intersection Improvement

JEFFERSON 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 193 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 0786-01-095, ETC

Project F 2026(868)

Highway FM 364, ETC

County JEFFERSON

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 0786-01-095, ETC Project F 2026(868) Highway FM 364, ETC County JEFFERSON

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(868) Proposal Sheet

JEFFERSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

100 7001

PREPARING ROW

AC 0.470 1 DOLLARS

and CENTS

104 7011

REMOV CONC (DRIVEWAYS)

SY 828.000 2 DOLLARS

and CENTS

105 7015

RMV (15"-19") TRT/UNTRT BASE & ASPH PAV

SY 1,542.000 3 DOLLARS

and CENTS

105 7026

RMV (6") TRT/UNTRT BASE & ASPH PAV

SY 1,252.000 4 DOLLARS

and CENTS

105 7028

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

SY 783.000 5 DOLLARS

and CENTS

105 7029

RMV (9") TRT/UNTRT BASE & ASPH PAV

SY 5,681.000 6 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 5,926.000 7 DOLLARS

and CENTS

132 7006

EMBANK (FNL)(DC)(TY C)

CY 4,642.000 8 DOLLARS

and CENTS

160 7002

FURN & PLACE TOPSOIL (4")

SY 20,912.000 9 DOLLARS

and CENTS

162 7002

BLOCK SODDING

SY 2,279.000 10 DOLLARS

and CENTS

164 7005

BROADCAST SEED (TEMP_WARM)

SY 9,319.000 11 DOLLARS

and CENTS

164 7006

BROADCAST SEED (TEMP_COOL)

SY 9,319.000 12 DOLLARS

and CENTS

164 7018

HYDRO MULCH SEED

(PERM_RURAL_CLAY)

SY 18,633.000 13 DOLLARS

and CENTS

1-12

JEFFERSON FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

168 7001

VEGETATIVE WATERING

TGL 352.000 14 DOLLARS

and CENTS

216 7001

PROOF ROLLING

HR 40.000 15 DOLLARS

and CENTS

260 7004

LIME (COMMERCIAL LIME SLURRY)

TON 222.000 16 DOLLARS

and CENTS

260 7006

LIME TRT (EXIST MATL)(6")

SY 14,806.000 17 DOLLARS

and CENTS

276 7117

CEM TRT(PLNT MX)(CL L)(TYA)(GR1-2)(6")

SY 14,806.000 18 DOLLARS

and CENTS

292 7014

ASPHALT TRT BASE (GR 4)(PG 64)

TON 5,089.000 19 DOLLARS

and CENTS

310 7001

PRIME COAT (AE-P)

GAL 2,962.000 20 DOLLARS

and CENTS

316 7067

ASPH (AC-20-5TR OR AC-20XP)

GAL 3,741.000 21 DOLLARS

and CENTS

316 7258

AGGR (TY-PD OR PL, GR-4)

CY 79.000 22 DOLLARS

and CENTS

341 7046

D-GR HMA TY-D PG64-22 (LEVEL-UP)

TON 542.000 23 DOLLARS

and CENTS

341 7064

D-GR HMA TY-D PG 64-22 (EXEMPT)

TON 814.000 24 DOLLARS

and CENTS

347 7001

TOM-C PG76-22 SAC-A

TON 1,579.000 25 DOLLARS

and CENTS

354 7057

PLANE ASPH CONC PAV(8")

SY 1,252.000 26 DOLLARS

2-12

JEFFERSON 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.

354 7084

PLANE ASPH CONC PAV (3" TO 5")

SY 5,681.000 27 DOLLARS

and CENTS

360 7003

CONC PVMT (CRCP) (9")

SY 13,654.000 28 DOLLARS

and CENTS

360 7076

CONC PVMT (CRCP)(FAST TRK) (12")

SY 529.000 29 DOLLARS

and CENTS

400 7010

CEM STABIL BKFL

CY 113.000 30 DOLLARS

and CENTS

416 7044

DRILL SHAFT (TRF SIG POLE) (36 IN)

LF 59.000 31 DOLLARS

and CENTS

420 7008

CL A CONC (COLLAR)

EA 8.000 32 DOLLARS

and CENTS

432 7007

RIPRAP (CONC) (CL B) (4 IN)

CY 8.000 33 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 31.000 34 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 868.000 35 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 836.000 36 DOLLARS

and CENTS

464 7007

RC PIPE (CL III)(30 IN)

LF 516.000 37 DOLLARS

and CENTS

467 7307

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

EA 4.000 38 DOLLARS

and CENTS

467 7308

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

EA 26.000 39 DOLLARS

3-12

JEFFERSON 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.

467 7328

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

EA 32.000 40 DOLLARS

and CENTS

467 7348

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

EA 2.000 41 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 29.000 42 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 1,243.000 43 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 44 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 26.000 45 DOLLARS

and CENTS

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 4.000 46 DOLLARS

and CENTS

506 7002

ROCK FILTER DAMS (INSTALL) (TY 2)

LF 97.000 47 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 97.000 48 DOLLARS

and CENTS

506 7020

CONSTRUCTION EXITS (INSTALL) (TY 1)

SY 333.000 49 DOLLARS

and CENTS

506 7024

CONSTRUCTION EXITS (REMOVE)

SY 333.000 50 DOLLARS

and CENTS

506 7043

BIODEG EROSN CONT LOGS (INSTL) (8")

LF 1,178.000 51 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 1,178.000 52 DOLLARS

4-12

JEFFERSON 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.

528 7005

COLORED TEXTURED CONC (8")

SY 1,183.000 53 DOLLARS

and CENTS

529 7007

CONC CURB (MONO) (TY II)

LF 1,256.000 54 DOLLARS

and CENTS

530 7006

DRIVEWAYS (CONC)

SY 1,716.000 55 DOLLARS

and CENTS

530 7010

DRIVEWAYS (ACP)

SY 484.000 56 DOLLARS

and CENTS

530 7018

TURNOUTS (ACP)

SY 55.000 57 DOLLARS

and CENTS

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 325.000 58 DOLLARS

and CENTS

540 7013

SHORT RADIUS (28")

LF 25.000 59 DOLLARS

and CENTS

540 7014

DRIVEWAY TERMINAL ANCHOR SECTION

EA 2.000 60 DOLLARS

and CENTS

540 7015

DOWNSTREAM ANCHOR TERMINAL

SECTION

EA 3.000 61 DOLLARS

and CENTS

540 7027

MTL BM GD FEN (LONG SPAN SYSTEM)

EA 1.000 62 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 3.000 63 DOLLARS

and CENTS

560 7008

MAILBOX INSTALL-S (TWW-POST) TY 4

EA 2.000 64 DOLLARS

and CENTS

560 7009

MAILBOX INSTALL-D (TWW-POST) TY 4

EA 2.000 65 DOLLARS

5-12

JEFFERSON 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.

560 7010

MAILBOX INSTALL-M (TWW-POST) TY 4

EA 1.000 66 DOLLARS

and CENTS

618 7054

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

LF 70.000 67 DOLLARS

and CENTS

618 7060

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

LF 300.000 68 DOLLARS

and CENTS

618 7064

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

LF 30.000 69 DOLLARS

and CENTS

618 7065

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

LF 830.000 70 DOLLARS

and CENTS

620 7009

ELEC CONDR (NO.6) BARE

LF 1,235.000 71 DOLLARS

and CENTS

620 7011

ELEC CONDR (NO.4) BARE

LF 70.000 72 DOLLARS

and CENTS

620 7012

ELEC CONDR (NO.4) INSULATED

LF 130.000 73 DOLLARS

and CENTS

624 7008

GROUND BOX TY D (162922)W/APRON

EA 5.000 74 DOLLARS

and CENTS

628 7191

ELC SRV TY D 120/240 070(NS)SS(E)SP(O)

EA 1.000 75 DOLLARS

and CENTS

644 7001

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

EA 26.000 76 DOLLARS

and CENTS

644 7004

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

EA 3.000 77 DOLLARS

and CENTS

644 7028

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

EA 4.000 78 DOLLARS

6-12

JEFFERSON 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.

644 7031

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

EA 1.000 79 DOLLARS

and CENTS

644 7073

REMOVE SM RD SN SUP&AM

EA 25.000 80 DOLLARS

and CENTS

662 7004

WK ZN PAV MRK NON-REMOV (W)4"(SLD)

LF 3,320.000 81 DOLLARS

and CENTS

662 7017

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

LF 30.000 82 DOLLARS

and CENTS

662 7035

WK ZN PAV MRK NON-REMOV (Y)4"(SLD)

LF 3,320.000 83 DOLLARS

and CENTS

662 7064

WK ZN PAV MRK REMOV (W)4"(SLD)

LF 8,965.000 84 DOLLARS

and CENTS

662 7072

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

LF 120.000 85 DOLLARS

and CENTS

662 7077

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

LF 40.000 86 DOLLARS

and CENTS

662 7082

WK ZN PAV MRK REMOV (W)(ARROW)

EA 2.000 87 DOLLARS

and CENTS

662 7092

WK ZN PAV MRK REMOV (W)(WORD)

EA 2.000 88 DOLLARS

and CENTS

662 7097

WK ZN PAV MRK REMOV (Y)4"(SLD)

LF 8,610.000 89 DOLLARS

and CENTS

666 7023

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

LF 4,765.000 90 DOLLARS

and CENTS

666 7029

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

LF 192.000 91 DOLLARS

7-12

JEFFERSON 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.

666 7347

PAVEMENT SLER 6"

LF 27,230.000 92 DOLLARS

and CENTS

666 7348

PAVEMENT SLER 8"

LF 4,765.000 93 DOLLARS

and CENTS

666 7350

PAVEMENT SLER 12"

LF 192.000 94 DOLLARS

and CENTS

666 7352

PAVEMENT SLER 24"

LF 168.000 95 DOLLARS

and CENTS

666 7353

PAVEMENT SLER (ARROW)

EA 10.000 96 DOLLARS

and CENTS

666 7354

PAVEMENT SLER (WORD)

EA 10.000 97 DOLLARS

and CENTS

666 7356

PAVEMENT SLER (DBL ARROW)

EA 2.000 98 DOLLARS

and CENTS

666 7359

PAVEMENT SLER (LN REDUCT ARROW)

EA 4.000 99 DOLLARS

and CENTS

666 7364

PAVEMENT SLER (RR XING)

EA 2.000 100 DOLLARS

and CENTS

666 7407

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

LF 1,210.000 101 DOLLARS

and CENTS

666 7410

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

LF 11,180.000 102 DOLLARS

and CENTS

666 7419

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

LF 740.000 103 DOLLARS

and CENTS

666 7422

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

LF 14,100.000 104 DOLLARS

8-12

JEFFERSON 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.

668 7089

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

LF 168.000 105 DOLLARS

and CENTS

668 7091

PREFAB PM TY C (W)(ARROW)

EA 10.000 106 DOLLARS

and CENTS

668 7093

PREFAB PM TY C (W)(DBL ARROW)

EA 2.000 107 DOLLARS

and CENTS

668 7100

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

EA 4.000 108 DOLLARS

and CENTS

668 7103

PREFAB PM TY C (W)(WORD)

EA 10.000 109 DOLLARS

and CENTS

668 7108

PREFAB PM TY C (W)(RR XING)

EA 2.000 110 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 276.000 111 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 638.000 112 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 4.000 113 DOLLARS

and CENTS

677 7001

ELIM EXT PM & MRKS (4")

LF 4,180.000 114 DOLLARS

and CENTS

677 7006

ELIM EXT PM & MRKS (12")

LF 78.000 115 DOLLARS

and CENTS

677 7009

ELIM EXT PM & MRKS (ARROW)

EA 2.000 116 DOLLARS

and CENTS

677 7015

ELIM EXT PM & MRKS (WORD)

EA 2.000 117 DOLLARS

9-12

JEFFERSON 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.

678 7002

PAV SURF PREP FOR MRK (6")

LF 27,230.000 118 DOLLARS

and CENTS

678 7004

PAV SURF PREP FOR MRK (8")

LF 4,765.000 119 DOLLARS

and CENTS

678 7006

PAV SURF PREP FOR MRK (12")

LF 192.000 120 DOLLARS

and CENTS

678 7008

PAV SURF PREP FOR MRK (24")

LF 166.000 121 DOLLARS

and CENTS

678 7009

PAV SURF PREP FOR MRK (ARROW)

EA 14.000 122 DOLLARS

and CENTS

678 7010

PAV SURF PREP FOR MRK (DBL ARROW)

EA 2.000 123 DOLLARS

and CENTS

678 7016

PAV SURF PREP FOR MRK (WORD)

EA 10.000 124 DOLLARS

and CENTS

678 7020

PAV SURF PREP FOR MRK (RR XING)

EA 2.000 125 DOLLARS

and CENTS

680 7003

INSTALL HWY TRF SIG (SYSTEM)

EA 1.000 126 DOLLARS

and CENTS

681 7001

TEMP TRAF SIGNALS

EA 1.000 127 DOLLARS

and CENTS

682 7001

VEH SIG SEC (12")LED(GRN)

EA 8.000 128 DOLLARS

and CENTS

682 7002

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

EA 5.000 129 DOLLARS

and CENTS

682 7003

VEH SIG SEC (12")LED(YEL)

EA 8.000 130 DOLLARS

10-12

JEFFERSON 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.

682 7004

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

EA 6.000 131 DOLLARS

and CENTS

682 7005

VEH SIG SEC (12")LED(RED)

EA 8.000 132 DOLLARS

and CENTS

682 7006

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

EA 4.000 133 DOLLARS

and CENTS

682 7052

BACK PLATE (12")(3 SECT)

EA 8.000 134 DOLLARS

and CENTS

682 7053

BACK PLATE (12")(4 SECT)

EA 3.000 135 DOLLARS

and CENTS

684 7012

TRF SIG CBL (TY A)(12 AWG)(7 CONDR)

LF 1,960.000 136 DOLLARS

and CENTS

686 7025

INS TRF SIG PL AM (S)1 ARM(24')

EA 1.000 137 DOLLARS

and CENTS

686 7045

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

EA 3.000 138 DOLLARS

and CENTS

690 7084

INSTL VID IMAGE VEH DET SYS (VIVDS)

EA 1.000 139 DOLLARS

and CENTS

690 7131

INSTALL BBU SYSTEM

EA 1.000 140 DOLLARS

and CENTS

690 7137

VIVDS CABLE (INSTALL)

LF 870.000 141 DOLLARS

and CENTS

690 7138

VIVDS CAMERA (INSTALL)

EA 4.000 142 DOLLARS

and CENTS

6006 7001

VIVDS PROSR SYS

EA 1.000 143 DOLLARS

11-12

JEFFERSON 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.

6006 7005

VIVDS CNTRL SOFTWARE

EA 1.000 144 DOLLARS

and CENTS

6006 7006

VIVDS TEMPORARY

EA 1.000 145 DOLLARS

and CENTS

6007 7001

BBU SYSTEM (EXTERNAL BATTERY

CABINET)

EA 1.000 146 DOLLARS

12-12

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(868)

Highway FM 364, ETC County JEFFERSON

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:

James D Horne P.E.

April 30, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

141323

James D Horne

County: Jefferson

Highway: FM 364, ETC. Control: 0786-01-095, ETC.

General Notes A

GENERAL NOTES:

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

Name Dave Collins, P.E.

Email Dave.Collins@txdot.gov

Name Richard Bradley Jr, P.E.

Email Richard.Bradley@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 000 Utilities

Consider the locations of underground utilities depicted on the plans as approximate and employ responsible care to avoid damaging, or accommodate utility facilities. Depending upon scope and magnitude of planned construction activities, advanced field confirmation by the utility owner or operator may be prudent. Where possible, protect and preserve permanent signs, markers, and designations of underground facilities. If utility damage (breaks, leaks, nicks, dents, gouges, etc.)

occurs, contact the utility facility owner or operator immediately. In the event utility lines needing unforeseen adjustments are encountered during construction operations, alter operations and continue to prosecute the contract in such a manner that will allow utility adjustments to be made by others.

Item 5 Control of the Work

Station the project before commencing work. Mark the stations every 100 feet. Maintain stationing throughout the duration of the project. Remove the station markings at the completion of the project. Consider this work to be subsidiary to the various bid items of the contract.

General Notes B

Verify all horizontal and vertical control, approach grades to structures and driveways before beginning work. Notify the Engineer immediately if discrepancies are discovered.

BNSF, KCS, SRN, TR, AND UPRR.

Protection of Fiber Optic Cable Systems:

Fiber optic cable systems may be buried on the railroad’s property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. The State and/or its Contractor will (five working days before any work is performed) telephone the railroad during normal business hours

(7:00 A.M. to 9:00 P.M., Central time, Monday through Friday, except holidays) at 1-800-336-

9193 (also a 24-hour, seven-day number for emergency calls) to determine if fiber optic cable or other type of cable is buried in the general location where the work is to be performed. If it is, the

State and/or its Contractor will telephone the telecommunications company(ies) involved, arrange for a cable locator and make arrangements for relocation or other protection of the fiber optic cable before beginning any work on the railroad’s premises.

The BNSF Railroad right of way is located within this project. Take necessary precautions to ensure that no debris or material is dropped on the railroad’s tracks.

Item 6 Control of Materials

Flammable/combustible materials must be stored at a designated location as approved.

Do not store flammable/combustible materials under or adjacent to Bridge class structures. Daily removal of these materials will be considered incidental work.

Mixing of materials, storing of materials, storing of equipment, or repairing of equipment on top of concrete pavement or bridge decks will not be permitted unless specifically authorized.

Item 7 Legal Relations and Responsibilities

Furnish all materials, labor and incidentals required to provide for traffic across the highway and for temporary ingress and egress to private property in accordance with article 7.2.4 of the standard specifications at no additional cost to the state. Maintain ingress and egress to the adjacent property at all times. Consider this work to be subsidiary to the various bid items of the contract.

The Contractor will be completely responsible for the immediate removal of any material that gets upon any vehicle as a result of their operation.

General Notes C

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

The Contractor will be familiar with the right of way map and the location of all the right of way monumentation. Care will be taken by the Contractor and its subcontractors to protect and avoid disturbance to the right of way monumentation. Any monument disturbed by the Contractor will be repaired and/or replaced to the satisfaction of the Engineer. This work will be corrected at the contractor’s expense.

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

South Texas State Fair 2027: Dates are not known yet.

Item 8 Prosecution and Progress

Compute and charge working days in accordance with Section 8.3.1.4 Standard Workweek.

Adjoining projects may be in progress during the construction of a portion of this project. Plan and prosecute the sequence of construction and the traffic control plan with adjacent construction projects, if applicable. Manage construction of all phases to minimize disruption to traffic.

Notify the Engineer 7 days in advance of any temporary or permanent lane, ramp or connector affected by closures, detours, or restrictions to lane widths, alterations to vertical clearances or modifications to alignment/radii. Any other modification to the roadway that may adversely affect the mobility of oversized/overweight trucks will also require 7 business day advance written notice to the Engineer.

No lane closure will be allowed on the National Holidays shown on the table below.

The contractor can work without a lane close if the task permits it.

EVENTS DATE LANE CLOSURE

RESTRICTIONS

Labor Day

Holiday Traffic

Friday, September 4, 2026 No Lane Closures After 5:00

PM

Saturday, September 5, No Lane Closures

Sunday, September 6, 2026 No Lane Closures

General Notes D

Monday, September 7, 2026 No Lane Closures

Tuesday, September 8, 2026 Lane Closure Resume at 7:00

AM

Thanksgiving

Holiday Traffic

Wednesday, November 25, No Lane Closures After Noon

Thursday, November 26, No Lane Closures

Friday, November 27, 2026 No Lane Closures

Saturday, November 28, No Lane Closures

Sunday, November 29, No Lane Closures

Monday, November 30, Lane Closure Resume at 7:00

AM

Christmas and

New Year

Holiday Traffic

Wednesday, December 23, No Lane Closures After Noon

Thursday, December 24, No Lane Closures

Friday, December 25, 2026 No Lane Closures

Saturday, December 26, No Lane Closures

Sunday, December 27, 2026 No Lane Closures

Monday, December 28, Lane Closures Resume at 7:00

AM; Contractor's Optional Lane

Closure

Tuesday, December 29, Contractor's Optional Lane

Closure

Wednesday, December 30, Contractor's Optional Lane

Closure

Thursday, December 31, No Lane Closures After Noon;

Contractor's Optional Lane

Closure

Friday, January 1, 2027 No Lane Closures

Saturday, January 2, 2027 Lane Closure Resume at 7:00

AM

General Notes E

EVENTS DATE LANE CLOSURE

RESTRICTIONS

Memorial Day

Holiday Traffic

Friday, May 21, 2027 No Lane Closures After 5:00

PM

Saturday, May 22, 2027 No Lane Closures

Sunday, May 23, 2027 No Lane Closures

Monday, May 24, 2027 No Lane Closures

Tuesday, May 25, 2027 Lane Closure Resume at 7:00

AM

Independence

Day Holiday

Traffic

Friday, July 2, 2027 No Lane Closures After 5:00

PM

Saturday, July 3, 2027 No Lane Closures

Sunday, July 4, 2027 No Lane Closures

Monday, July 5, 2027 Lane Closure Resume at 7:00

AM

Labor Day

Holiday Traffic

Friday, September 3, 2027 No Lane Closures After 5:00

PM

Saturday, September 4, No Lane Closures

Sunday, September 5, 2027 No Lane Closures

Monday, September 6, 2027 No Lane Closures

Tuesday, September 7, 2027 Lane Closure Resume at 7:00

AM

For all travel lanes, ramps, or connector closures, provide information regarding dates, times, typical work hours, type of closure, reason for closure, and expected project duration to the

Beaumont Area Office. This information will be provided 7 days in advance of the closure to the

Beaumont Area Office. If approved, the Beaumont Area Office will forward the information to the

Public Information Officer for the Beaumont District.

No simultaneous daytime and nighttime work will be allowed unless otherwise approved.

Night work may be required on all projects. If required, nighttime hours will be defined as 9:00

PM until 5:00 AM, Sunday night thru Thursday night. Ensure all lanes are reopened by 5:00 A.M.

General Notes F

Night work will be allowed.

Maintain one lane open to traffic during construction, unless otherwise approved.

Schedule work so that all travel lanes are open during non-working hours, nights and weekends, unless otherwise approved.

The Contractor will be expected to schedule this work so that the base placement operations will follow the subgrade work as closely as practical in order to reduce the hazard to the traveling public and prevent undue delay from wet weather.

Supplemental lighting in addition to lighting on equipment and work vehicles will be required to ensure adequate lighting for workers safety and inspection. All operations, including planing and

ACP placement must be adequately lighted using supplemental lighting. All supplemental lights are subject to the approval of the Engineer. Supplemental lighting will be added to the milling machine, asphalt distributor, aggregate spreader, rollers and laydown machine unless otherwise approved. This is considered subsidiary to the various bid Items of the contract.

All edges must be backfilled by the end of the day with a 3:1 or flatter slope. No drop-offs will be left overnight.

The Engineer will suspend time charges after completion of all work and removal of the barricades.

The Department will grant final acceptance when all performance periods are complete. The number of working days for final acceptance will be 60 working days after the completion of the project.

Accrue Contract time charges through the Contractor’s completion of the final punch list. Time will not be suspended until all work is completed.

Submit a work schedule to the Engineer at the preconstruction meeting indicating completion dates for each location, and the number of crews required for the completion of the contract within the contract time period. If at any time during the contract the work progress is behind the initial schedule, submit documentation indicating how the project will be accelerated to ensure project completion in the remaining contract time.

Provide a sequence of work with an estimated project schedule to the Engineer at the preconstruction meeting. By noon each Wednesday, provide the Engineer a written outline of the proposed work schedule for the following week. This outline will also list the times and places for any proposed traffic control changes.

Monthly critical path method (CPM) updates are a very important aspect of managing the progress of this project. CPM planning schedule software will be required on this project as stipulated in the special provisions to the plans. An updated electronic schedule will be provided to the Engineer by the tenth day of each month. The Engineer may withhold the monthly estimate if the schedule update has not been received.

General Notes G

For this project, create and maintain the critical path method (CPM) schedule.

Work will not be permitted when impending bad weather or low temperatures may impair the quality of work.

This project will consist of work at multiple site locations. The work at most locations will be performed during daytime hours and other locations may require nighttime work.

The construction sequence may be modified as directed and approved.

Wait three hours after applying prime to base before using blotter or allowing traffic on base unless approved otherwise.

Provide 3:1 maximum edge tapers as shown on the typical section before opening lanes to traffic.

Provide a 100 foot minimum temporary longitudinal grade taper at the end of the section being reworked before opening the lanes to traffic.

HURRICANE

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

Item 100 Preparing Right of Way

Preparing Right of Way is for the tree and brush removal at the intersection of SH 124 and FM

364 (southwest quadrant) as shown in the plans.

Do not burn trash, debris, etc. within the City limits.

Item 104 Removing Concrete

Provide full-depth saw cutting for removal of existing concrete driveways that conflict with the proposed widening. Consider this work to be subsidiary to the various bid items of the contract.

Item 110 Excavation

Any earthwork cross-sections, computer printouts, data files and any other information provided is for non-construction purposes only and it is the responsibility of the prospective bidder to

General Notes H validate the data with the appropriate plans, specifications and estimates for the projects. Contact the Area Office for information on availability.

Do not windrow or stockpile material next to or along the roadway. Remove excess material from the project daily.

Item 132 Embankment

Compaction method specified as density controlled compaction.

It is the Contractor's responsibility to advise the Engineer of the location of the material source enough in advance to avoid delay due to testing requirements.

Any earthwork cross-sections, computer printouts, data files and any other information provided is for non-construction purposes only and it is the responsibility of the prospective bidder to validate the data with the appropriate plans, specifications and estimates for the projects. Contact the Area Office for information on availability.

Embankment Type C will conform to the following specification requirements:

1. Liquid Limit – 40 maximum

2. Plasticity Index – 21 maximum, 8 minimum

3. A cohesionless sand will not be permitted

Item 160 Topsoil

All slopes requiring topsoil will be tracked immediately upon final grading to prevent erosion.

Tracking consists of operating a tracked vehicle or equipment up and down the slopes leaving track marks perpendicular to the direction of the slope. See EC(1) for Tracking details. Tracking slopes to prevent erosion will not be measured or paid for directly, but will be subsidiary to pertinent

Items.

Place Topsoil in accordance with the SW3P, in phases, as partial completion of the roadway is obtained.

Item 162 Sodding for Erosion Control

Furnish and place Bermudagrass sod.

General Notes I

Item 164 Seeding for Erosion Control

Final grading and stabilization (seeding) will be achieved as soon as possible and not scheduled only for the end of the project. Final grading and stabilization should be initiated as the overall work progresses.

Multiple mobilizations of the seeding crews will be expected to comply with the Construction

General Permit of the Texas Pollution Elimination Discharge System requirements for re-vegetating disturbed soils.

Eliminate seeding in areas of natural growth determined to have enough cover.

Item 166 Fertilizer

Fertilize all the seeded or sodded areas of project.

Item 168 Vegetative Watering

Equip water trucks with sprinkler systems capable of covering the entire area to be seeded or sodded from the roadway.

Water all newly placed sod or seeded areas the same day of installation. Thereafter, maintain the sod or seeded areas in a well-watered condition and at no time allow the areas to dry to the condition that water stress is evident.

Mechanical watering may not be required during periods of adequate moisture as determined.

Furnish and apply water at a rate of 6.788 Thousand Gallons per acre per cycle or as directed on the plans.

Comply with stabilization requirements for 70% grass coverage; uniform vegetative coverage is required. During this period, meter and operate water equipment under pumping pressure capable of delivering the required quantities of water necessary. For Permanent seeding each cycle will be executed weekly for 12 weeks, unless directed otherwise. For Temporary seeding each cycle will be executed weekly for 6 weeks, unless directed otherwise.

Provide a log book showing daily water usage and receipts of water applied, in addition to metering the water equipment.

1. Wait 14 calendar days following application of the herbicide and then rough-cut mow the grass. Remove clippings after mowing.

2. Repeat herbicide application as described in item 2 above.

3. Wait 14 calendar days following second herbicide application and then scalp the grass.

General Notes J

4. Completely remove all clippings immediately after scalping and before seeding.

5. Broadcast wildflower seeding. Broadcast seeding will consist of four parts masonry sand and one part seed. Use a roller on seeded areas to ensure seed-to-ground contact.

6. Consider this work to be subsidiary to the various bid items of the contract.

Do not mow existing or newly planted wildflower areas from January through July unless directed otherwise.

Item 216 Proof Rolling

Perform proof rolling when the moisture content of the subgrade soil is near optimum or at the moisture content at which compaction was achieved. Operate the roller briefly to determine its effect on the subgrade. If consistent lateral displacement occurs, use a lower stress level. After an acceptable stress level is established, make two complete passes over the subgrade.

Do not proof roll over culverts, pipes or other conduits that may be damaged by the proof roller, and in areas where there is not enough maneuvering space.

Proof roll areas as directed by the Engineer.

Item 260 Lime Treatment (Road-Mixed)

Do not place dry lime.

The lime stabilized subgrade at intersection and driveway turnouts may be eliminated with written approval from the Engineer.

Item 276 Cement Treated (Plant-Mixed)

Use Class L, TY A, Grade 1-2 material.

Item 292 Asphalt Treatment (Plant-Mixed)

Provide mix designs. Mix designs must be verified and approved by the Engineer.

Provide a mixture at a maximum depth of 5 inches.

General Notes K

Item 310 Prime Coat

Use bituminous material of type AE-P. Distribute the bituminous material smoothly and evenly at the rate of 0.20 gallons per square yard.

Item 316 Seal Coat

Furnish medium pneumatic-tire rollers in accordance with Item 210, “Rolling.”

All trucks hauling materials to be paid for by truck measurement will be “struck off” before delivery to the project.

Remove vegetation and blade pavement edges, including curb and gutters. This work will not be paid for directly but will be considered subsidiary to Item 316/318.

Remove all vegetation from pavement edges, intersections, curbs and gutters and driveways before planing or ACP operations. This work will not be paid for directly but will be subsidiary to the various bid items.

The open season for the application of asphalt is May 1st through September 15th unless otherwise directed in writing.

Base bids on the following cure times for the One Course Surface Treatment (OCST) before subsequent overlays, and additional seal coats:

OCST placed June through September 15 – Three (3) Day Cure.

OCST placed all other times – Seven (7) Day Cure.

The Area Engineer may reduce the cure time based on atmospheric conditions such as consecutive high ambient temperature, less humidity, and low rain fall amounts.

Seal intersections and driveways before sealing the main lanes.