0047-04-032.pdf

Control 0047-04-032 Project CM 2027(056) Highway SH 5 County COLLIN

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 CM 2027(056) Highway SH 5 County COLLIN

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of RECONSTRUCT & WIDEN 2 LN RURAL HWY TO 4 LN URBAN

COLLIN 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 791 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 0047-04-032

Project CM 2027(056)

Highway SH 5

County COLLIN

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 0047-04-032 Project CM 2027(056) Highway SH 5 County COLLIN

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

CM 2027(056)

Proposal Sheet

COLLIN 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.

100 7002

PREPARING ROW

STA 138.000 1 DOLLARS

and CENTS

104 7001

REMOV CONC (PAV)

SY 36,199.000 2 DOLLARS

and CENTS

104 7010

REMOV CONC (PAVERS)

SY 33.000 3 DOLLARS

and CENTS

104 7011

REMOV CONC (DRIVEWAYS)

SY 3,477.000 4 DOLLARS

and CENTS

104 7013

REMOV CONC (SIDEWALK, RAMP OR SUP)

SY 304.000 5 DOLLARS

and CENTS

104 7016

REMOV CONC (CURB)

LF 955.000 6 DOLLARS

and CENTS

104 7017

REMOV CONC (CURB & GUTTER)

LF 370.000 7 DOLLARS

and CENTS

104 7045

REMOV CONC (MISC)

EA 7.000 8 DOLLARS

and CENTS

105 7002

RMV (2"-6") TRT/UNTRT BASE & ASPH PAV

SY 8,363.000 9 DOLLARS

and CENTS

105 7028

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

SY 35,107.000 10 DOLLARS

and CENTS

105 7052

RMV (0"-12") TRT/UNTRT BASE & ASPH PAV

SY 43,710.000 11 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 42,020.000 12 DOLLARS

and CENTS

132 7008

EMBANK (FNL)(DC)(TY C1)

CY 49,819.000 13 DOLLARS

and CENTS

1-17

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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.

161 7002

COMPOST MANUF TOPSOIL (4")

SY 98,042.000 14 DOLLARS

and CENTS

162 7002

BLOCK SODDING

SY 42,500.000 15 DOLLARS

and CENTS

164 7012

DRILL SEED (PERM_URBAN_CLAY)

SY 55,542.000 16 DOLLARS

and CENTS

164 7015

DRILL SEED (TEMP_WARM_COOL)

SY 55,542.000 17 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 22,847.000 18 DOLLARS

and CENTS

260 7001

LIME (COM OR QK)(SLURRY) OR QK(DRY)

TON 2,986.000 19 DOLLARS

and CENTS

260 7007

LIME TRT (EXIST MATL)(8")

SY 113,095.000 20 DOLLARS

and CENTS

292 7017

TACK COAT

GAL 424.000 21 DOLLARS

and CENTS

344 7001

SP MIXES SP-B PG64-22

TON 24,066.000 22 DOLLARS

and CENTS

344 7009

SP MIXES SP-C PG64-22

TON 1,749.000 23 DOLLARS

and CENTS

360 7005

CONC PVMT (CRCP) (11")

SY 96,787.000 24 DOLLARS

and CENTS

360 7050

CONC PVMT (CRCP)(HES) (11")

SY 10,485.000 25 DOLLARS

and CENTS

402 7001

TRENCH EXCAVATION PROTECTION

LF 19,740.000 26 DOLLARS

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ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

416 7043

DRILL SHAFT (TRF SIG POLE) (30 IN)

LF 77.000 27 DOLLARS

and CENTS

416 7044

DRILL SHAFT (TRF SIG POLE) (36 IN)

LF 78.000 28 DOLLARS

and CENTS

416 7046

DRILL SHAFT (TRF SIG POLE) (48 IN)

LF 132.000 29 DOLLARS

and CENTS

432 7002

RIPRAP (CONC)(5 IN)

CY 477.000 30 DOLLARS

and CENTS

450 7044

RAIL (TY PR11)

LF 2,468.000 31 DOLLARS

and CENTS

462 7001

CONC BOX CULV (3 FT X 2 FT)

LF 2,638.000 32 DOLLARS

and CENTS

462 7003

CONC BOX CULV (4 FT X 2 FT)

LF 1,249.000 33 DOLLARS

and CENTS

462 7004

CONC BOX CULV (4 FT X 3 FT)

LF 134.000 34 DOLLARS

and CENTS

462 7011

CONC BOX CULV (6 FT X 3 FT)

LF 99.000 35 DOLLARS

and CENTS

462 7017

CONC BOX CULV (7 FT X 5 FT)

LF 144.000 36 DOLLARS

and CENTS

462 7022

CONC BOX CULV (8 FT X 5 FT)

LF 302.000 37 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 748.000 38 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 15,190.000 39 DOLLARS

3-17

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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.

464 7007

RC PIPE (CL III)(30 IN)

LF 2,557.000 40 DOLLARS

and CENTS

464 7009

RC PIPE (CL III)(36 IN)

LF 1,458.000 41 DOLLARS

and CENTS

465 7005

JCTBOX(COMPL)(PJB)(3FTX3FT)

EA 4.000 42 DOLLARS

and CENTS

465 7006

JCTBOX(COMPL)(PJB)(4FTX4FT)

EA 3.000 43 DOLLARS

and CENTS

465 7013

INLET (COMPL)(PCO)(3FT)(NONE)

EA 8.000 44 DOLLARS

and CENTS

465 7014

INLET (COMPL)(PCO)(3FT)(LEFT)

EA 34.000 45 DOLLARS

and CENTS

465 7015

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

EA 40.000 46 DOLLARS

and CENTS

465 7016

INLET (COMPL)(PCO)(3FT)(BOTH)

EA 6.000 47 DOLLARS

and CENTS

465 7017

INLET (COMPL)(PCO)(4FT)(NONE)

EA 5.000 48 DOLLARS

and CENTS

465 7018

INLET (COMPL)(PCO)(4FT)(LEFT)

EA 18.000 49 DOLLARS

and CENTS

465 7019

INLET (COMPL)(PCO)(4FT)(RIGHT)

EA 5.000 50 DOLLARS

and CENTS

465 7020

INLET (COMPL)(PCO)(4FT)(BOTH)

EA 5.000 51 DOLLARS

and CENTS

465 7025

INLET (COMPL)(PCO)(6FT)(NONE)

EA 3.000 52 DOLLARS

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ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

465 7026

INLET (COMPL)(PCO)(6FT)(LEFT)

EA 2.000 53 DOLLARS

and CENTS

465 7027

INLET (COMPL)(PCO)(6FT)(RIGHT)

EA 1.000 54 DOLLARS

and CENTS

465 7035

INLET (COMPL)(PCU)(4FT)(RIGHT)

EA 1.000 55 DOLLARS

and CENTS

465 7036

INLET (COMPL)(PCU)(4FT)(BOTH)

EA 1.000 56 DOLLARS

and CENTS

465 7070

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

EA 1.000 57 DOLLARS

and CENTS

465 7126

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

3FTX3FT)

EA 34.000 58 DOLLARS

and CENTS

465 7130

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

3FTX5FT)

EA 5.000 59 DOLLARS

and CENTS

466 7173

WINGWALL (PW - 1) (HW=3 FT)

EA 2.000 60 DOLLARS

and CENTS

466 7174

WINGWALL (PW - 1) (HW=4 FT)

EA 1.000 61 DOLLARS

and CENTS

466 7175

WINGWALL (PW - 1) (HW=5 FT)

EA 2.000 62 DOLLARS

and CENTS

466 7176

WINGWALL (PW - 1) (HW=6 FT)

EA 5.000 63 DOLLARS

and CENTS

466 7177

WINGWALL (PW - 1) (HW=7 FT)

EA 2.000 64 DOLLARS

and CENTS

467 7043

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

EA 2.000 65 DOLLARS

5-17

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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.

467 7328

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

EA 6.000 66 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 25.000 67 DOLLARS

and CENTS

496 7005

REMOV STR (WINGWALL)

EA 38.000 68 DOLLARS

and CENTS

496 7006

REMOV STR (HEADWALL)

EA 19.000 69 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 1,650.000 70 DOLLARS

and CENTS

496 7008

REMOV STR (BOX CULVERT)

LF 403.000 71 DOLLARS

and CENTS

496 7017

REMOVE STR (RAIL)

LF 5,602.000 72 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 73 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 32.000 74 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 1,109.000 75 DOLLARS

and CENTS

505 7002

TMA (MOBILE OPERATION)

HR 276.000 76 DOLLARS

and CENTS

506 7001

ROCK FILTER DAMS (INSTALL) (TY 1)

LF 192.000 77 DOLLARS

and CENTS

506 7002

ROCK FILTER DAMS (INSTALL) (TY 2)

LF 776.000 78 DOLLARS

6-17

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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.

506 7003

ROCK FILTER DAMS (INSTALL) (TY 3)

LF 490.000 79 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 1,458.000 80 DOLLARS

and CENTS

506 7020

CONSTRUCTION EXITS (INSTALL) (TY 1)

SY 328.000 81 DOLLARS

and CENTS

506 7024

CONSTRUCTION EXITS (REMOVE)

SY 328.000 82 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 15,722.000 83 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 15,722.000 84 DOLLARS

and CENTS

506 7044

BIODEG EROSN CONT LOGS (INSTL) (12")

LF 2,924.000 85 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 2,924.000 86 DOLLARS

and CENTS

508 7001

CONSTRUCTING DETOURS

SY 25,823.000 87 DOLLARS

and CENTS

512 7005

PORT CTB (FUR & INST)(F-SHAPE)(TY 1)

LF 5,650.000 88 DOLLARS

and CENTS

512 7009

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

LF 5,150.000 89 DOLLARS

and CENTS

512 7010

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

LF 540.000 90 DOLLARS

and CENTS

512 7033

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

LF 3,580.000 91 DOLLARS

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ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

512 7034

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

LF 420.000 92 DOLLARS

and CENTS

512 7053

PORT CTB (REMOVE)(F-SHAPE)(TY 1)

LF 5,650.000 93 DOLLARS

and CENTS

512 7057

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

LF 5,740.000 94 DOLLARS

and CENTS

512 7058

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

LF 500.000 95 DOLLARS

and CENTS

529 7007

CONC CURB (MONO) (TY II)

LF 53,199.000 96 DOLLARS

and CENTS

529 7014

CONC CURB (DOWEL)

LF 22.000 97 DOLLARS

and CENTS

530 7006

DRIVEWAYS (CONC)

SY 2,261.000 98 DOLLARS

and CENTS

530 7007

DRIVEWAYS (CONC) (HES)

SY 3,482.000 99 DOLLARS

and CENTS

531 7001

CONC SIDEWALKS (4")

SY 13,047.000 100 DOLLARS

and CENTS

531 7006

CURB RAMPS (TY 2)

EA 2.000 101 DOLLARS

and CENTS

531 7010

CURB RAMPS (TY 7)

EA 56.000 102 DOLLARS

and CENTS

536 7002

CONC MEDIAN

SY 1,384.000 103 DOLLARS

and CENTS

536 7005

CONCRETE MEDIAN (NOSE)

SY 37.000 104 DOLLARS

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ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

545 7004

CRASH CUSH ATTEN (REMOVE)

EA 18.000 105 DOLLARS

and CENTS

545 7014

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

EA 18.000 106 DOLLARS

and CENTS

550 7007

CHAIN LINK FENCE (REMOVE)

LF 946.000 107 DOLLARS

and CENTS

550 7016

GATE (REMOVE)

EA 7.000 108 DOLLARS

and CENTS

560 7001

MAILBOX INSTALL-M (TWG-POST) TY 1

EA 22.000 109 DOLLARS

and CENTS

560 7002

MAILBOX INSTALL-S (TWG-POST) TY 2

EA 3.000 110 DOLLARS

and CENTS

560 7003

MAILBOX INSTALL-D (TWG-POST) TY 2

EA 1.000 111 DOLLARS

and CENTS

618 7030

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

LF 405.000 112 DOLLARS

and CENTS

618 7036

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

LF 450.000 113 DOLLARS

and CENTS

618 7040

CONDT (PVC) (SCH 40) (4")

LF 220.000 114 DOLLARS

and CENTS

618 7041

CONDT (PVC) (SCH 40) (4") (BORE)

LF 1,825.000 115 DOLLARS

and CENTS

618 7054

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

LF 225.000 116 DOLLARS

and CENTS

620 7004

ELEC CONDR (NO.12) INSULATED

LF 1,440.000 117 DOLLARS

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ITEM-CODE

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QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

620 7007

ELEC CONDR (NO.8) BARE

LF 1,845.000 118 DOLLARS

and CENTS

620 7008

ELEC CONDR (NO.8) INSULATED

LF 4,380.000 119 DOLLARS

and CENTS

620 7009

ELEC CONDR (NO.6) BARE

LF 245.000 120 DOLLARS

and CENTS

620 7010

ELEC CONDR (NO.6) INSULATED

LF 490.000 121 DOLLARS

and CENTS

624 7001

GROUND BOX TY A (122311)

EA 5.000 122 DOLLARS

and CENTS

624 7005

GROUND BOX TY C (162911)

EA 2.000 123 DOLLARS

and CENTS

624 7006

GROUND BOX TY C (162911)W/APRON

EA 22.000 124 DOLLARS

and CENTS

628 7002

REMOVE ELECTRICAL SERVICES

EA 2.000 125 DOLLARS

and CENTS

628 7150

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

EA 2.000 126 DOLLARS

and CENTS

628 7190

ELC SRV TY D 120/240 070(NS)SS(E)PS(U)

EA 5.000 127 DOLLARS

and CENTS

644 7001

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

EA 49.000 128 DOLLARS

and CENTS

644 7004

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

EA 52.000 129 DOLLARS

and CENTS

644 7031

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

EA 7.000 130 DOLLARS

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QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

644 7034

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

EA 6.000 131 DOLLARS

and CENTS

644 7065

RELOCATE SM RD SN SUP&AM TY 10BWG

EA 4.000 132 DOLLARS

and CENTS

658 7056

INSTL OM ASSM (OM-2Y)(WC)GND

EA 10.000 133 DOLLARS

and CENTS

662 7065

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

LF 776.000 134 DOLLARS

and CENTS

662 7066

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

LF 432.000 135 DOLLARS

and CENTS

662 7068

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

LF 46,281.000 136 DOLLARS

and CENTS

662 7072

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

LF 6,280.000 137 DOLLARS

and CENTS

662 7075

WK ZN PAV MRK REMOV (W)12"(SLD)

LF 184.000 138 DOLLARS

and CENTS

662 7077

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

LF 3,523.000 139 DOLLARS

and CENTS

662 7082

WK ZN PAV MRK REMOV (W)(ARROW)

EA 72.000 140 DOLLARS

and CENTS

662 7088

WK ZN PAV MRK REMOV (W)(RR XING)

EA 2.000 141 DOLLARS

and CENTS

662 7092

WK ZN PAV MRK REMOV (W)(WORD)

EA 69.000 142 DOLLARS

and CENTS

662 7100

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

LF 72,465.000 143 DOLLARS

11-17

COLLIN FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

662 7105

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

LF 74.000 144 DOLLARS

and CENTS

666 7009

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

LF 542.000 145 DOLLARS

and CENTS

666 7024

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

LF 13,222.000 146 DOLLARS

and CENTS

666 7030

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

LF 3,408.000 147 DOLLARS

and CENTS

666 7036

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

LF 3,785.000 148 DOLLARS

and CENTS

666 7347

PAVEMENT SLER 6"

LF 89,504.000 149 DOLLARS

and CENTS

666 7348

PAVEMENT SLER 8"

LF 11,428.000 150 DOLLARS

and CENTS

666 7350

PAVEMENT SLER 12"

LF 3,174.000 151 DOLLARS

and CENTS

666 7352

PAVEMENT SLER 24"

LF 3,785.000 152 DOLLARS

and CENTS

666 7353

PAVEMENT SLER (ARROW)

EA 55.000 153 DOLLARS

and CENTS

666 7354

PAVEMENT SLER (WORD)

EA 55.000 154 DOLLARS

and CENTS

666 7359

PAVEMENT SLER (LN REDUCT ARROW)

EA 2.000 155 DOLLARS

and CENTS

666 7364

PAVEMENT SLER (RR XING)

EA 5.000 156 DOLLARS

12-17

COLLIN FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

666 7408

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

LF 8,760.000 157 DOLLARS

and CENTS

666 7411

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

LF 38,812.000 158 DOLLARS

and CENTS

666 7423

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

LF 41,390.000 159 DOLLARS

and CENTS

668 7091

PREFAB PM TY C (W)(ARROW)

EA 55.000 160 DOLLARS

and CENTS

668 7100

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

EA 2.000 161 DOLLARS

and CENTS

668 7103

PREFAB PM TY C (W)(WORD)

EA 55.000 162 DOLLARS

and CENTS

668 7108

PREFAB PM TY C (W)(RR XING)

EA 5.000 163 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 606.000 164 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 127.000 165 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 444.000 166 DOLLARS

and CENTS

677 7001

ELIM EXT PM & MRKS (4")

LF 31,210.000 167 DOLLARS

and CENTS

677 7004

ELIM EXT PM & MRKS (8")

LF 3,000.000 168 DOLLARS

and CENTS

677 7006

ELIM EXT PM & MRKS (12")

LF 120.000 169 DOLLARS

13-17

COLLIN FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

677 7009

ELIM EXT PM & MRKS (ARROW)

EA 6.000 170 DOLLARS

and CENTS

677 7015

ELIM EXT PM & MRKS (WORD)

EA 6.000 171 DOLLARS

and CENTS

678 7002

PAV SURF PREP FOR MRK (6")

LF 89,504.000 172 DOLLARS

and CENTS

678 7004

PAV SURF PREP FOR MRK (8")

LF 13,222.000 173 DOLLARS

and CENTS

678 7006

PAV SURF PREP FOR MRK (12")

LF 3,174.000 174 DOLLARS

and CENTS

678 7008

PAV SURF PREP FOR MRK (24")

LF 3,047.000 175 DOLLARS

and CENTS

678 7009

PAV SURF PREP FOR MRK (ARROW)

EA 57.000 176 DOLLARS

and CENTS

678 7016

PAV SURF PREP FOR MRK (WORD)

EA 55.000 177 DOLLARS

and CENTS

678 7020

PAV SURF PREP FOR MRK (RR XING)

EA 5.000 178 DOLLARS

and CENTS

680 7002

INSTALL HWY TRF SIG (ISOLATED)

EA 5.000 179 DOLLARS

and CENTS

680 7004

REMOVING TRAFFIC SIGNALS

EA 5.000 180 DOLLARS

and CENTS

681 7001

TEMP TRAF SIGNALS

EA 5.000 181 DOLLARS

and CENTS

682 7001

VEH SIG SEC (12")LED(GRN)

EA 38.000 182 DOLLARS

14-17

COLLIN 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.

682 7002

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

EA 16.000 183 DOLLARS

and CENTS

682 7003

VEH SIG SEC (12")LED(YEL)

EA 38.000 184 DOLLARS

and CENTS

682 7004

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

EA 20.000 185 DOLLARS

and CENTS

682 7005

VEH SIG SEC (12")LED(RED)

EA 38.000 186 DOLLARS

and CENTS

682 7006

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

EA 20.000 187 DOLLARS

and CENTS

682 7018

PED SIG SEC (LED)(COUNTDOWN)

EA 30.000 188 DOLLARS

and CENTS

682 7042

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

ALUM

EA 32.000 189 DOLLARS

and CENTS

682 7043

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

ALUM

EA 6.000 190 DOLLARS

and CENTS

682 7044

BACKPLATE W/REF BRDR(5 SEC)(VENT)

ALUM

EA 10.000 191 DOLLARS

and CENTS

684 7031

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

LF 4,223.000 192 DOLLARS

and CENTS

684 7033

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

LF 539.000 193 DOLLARS

and CENTS

684 7042

TRF SIG CBL (TY A)(14 AWG)(16 CONDR)

LF 2,980.000 194 DOLLARS

and CENTS

684 7079

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

LF 4,395.000 195 DOLLARS

15-17

COLLIN FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

686 7027

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

EA 2.000 196 DOLLARS

and CENTS

686 7031

INS TRF SIG PL AM(S)1 ARM(28')LUM

EA 3.000 197 DOLLARS

and CENTS

686 7035

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

EA 2.000 198 DOLLARS

and CENTS

686 7039

INS TRF SIG PL AM(S)1 ARM(36')LUM

EA 1.000 199 DOLLARS

and CENTS

686 7043

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

EA 2.000 200 DOLLARS

and CENTS

686 7047

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

EA 3.000 201 DOLLARS

and CENTS

686 7059

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

EA 2.000 202 DOLLARS

and CENTS

686 7063

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

EA 2.000 203 DOLLARS

and CENTS

686 7067

INS TRF SIG PL AM(S)1 ARM(65')LUM

EA 2.000 204 DOLLARS

and CENTS

687 7001

PED POLE ASSEMBLY

EA 14.000 205 DOLLARS

and CENTS

688 7001

PED DETECT PUSH BUTTON (APS)

EA 30.000 206 DOLLARS

and CENTS

688 7003

PED DETECTOR CONTROLLER UNIT

EA 4.000 207 DOLLARS

and CENTS

690 7163

REMOVE ROADWAY ILLUM ASSEMBLY

(HPS)

EA 5.000 208 DOLLARS

16-17

COLLIN 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.

730 7019

FULL - WIDTH MOWING

CYC 3.000 209 DOLLARS

and CENTS

734 7002

LITTER REMOVAL

CYC 3.000 210 DOLLARS

and CENTS

6006 7006

VIVDS TEMPORARY

EA 5.000 211 DOLLARS

and CENTS

6007 7001

BBU SYSTEM (EXTERNAL BATTERY

CABINET)

EA 5.000 212 DOLLARS

and CENTS

6008 7001

RVDS (PRESENCE DETECTION ONLY)

EA 16.000 213 DOLLARS

and CENTS

6008 7002

RVDS (ADVANCE DETECTION ONLY)

EA 10.000 214 DOLLARS

and CENTS

6033 7001

PORTABLE CHANGEABLE MESSAGE SIGN

EA 2.000 215 DOLLARS

17-17

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 CM 2027(056)

Highway SH 5 County COLLIN

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:

ALEXANDER TYSON BORGAN, P.E.

September 24, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

112701

ALEXANDER TYSON BORGAN,

CSJ: 0047-04-032 Sheet 18

County: Collin

Highway: SH 5

General Notes Sheet A

General Notes: 2024 TxDOT Specification – Dallas District General Notes

SPECIFICATION DATA

Table 1: Soil Constants Requirements

Item Description Plasticity Index

Note Max Min

132 EMBANK (FNL)(DC)(TY C1) 40 8 1

Note 1: Material excavated from the project must meet the PI requirements when used in the top 10 feet of embankment that supports the pavement structure or other locations shown in the plans. Do not use shale and obtain approval to incorporate shaley clay produced by the construction project.

Table 2: Basis of Estimate for Permanent Construction

Item Description Thickness Rate Quantity

162 Block Sod N/A See

Specifications 42,500 SY

164 Drill Seed (Perm_Urban_CLAY)) N/A See

Specifications 55,542 SY

166 * Fertilizer (12-6-6) N/A 500 Lbs./Ac 1.43 Ton 168 Vegetative Watering (Warm)** N/A 12 TGL/Ac/Day 11,423.5 TGL

260 Lime (COM OR QK) Slurry 8% by wt. 2,986 Ton

344 SP MIXES SP-B PG64-22

SP MIXES SP-C PG64-22

See Plans See Plans

Lbs./SY/In Lbs./SY/In

24,066 Ton 1,749 Ton

Tack Coat (Undiluted Application/Spray Rate) New HMA 0.06 Gal/SY 424 Gal

*For contractor’s information only **Use Summer rate for calculation, adjust for actual field conditions/temperatures as necessary.

See Vegetation Establishment Plan Sheet for estimated daily rates.

Note: (1) Base material weight based on 1.50 Ton/CY (dry- compacted)

(2) Asphalt weight based on 110 Lbs./SY/In

(3) Subgrade weight based on 1.7 Ton/CY (dry-compacted)

General Notes Sheet B

Table 3: Basis of Estimate for Temporary Erosion Control Items

Item Description Rate Quantity 164 Drill Seed (Temp_Warm_Cool) See Specifications 55,542 SY 166* Fertilizer (12-6-6) 500 Lb/Ac 1.43 Ton 168 Vegetative Watering (Warm)** 12 TGL/Ac/Day 11,423.5 TGL

*For Contractor’s Information Only.

**Use Summer rate for calculation, adjust for Actual Field Conditions/Temperatures as Necessary. See Vegetation Establishment Sheet for estimated daily rates.

GENERAL

The construction, operation and maintenance of the proposed project will be consistent with the state implementation plan as prepared by the Texas Commission on Environmental Quality.

The disturbed area for this project, as shown on the plans is 48.47 acres. However, the Total Disturbed Area (TDA) will establish the required authorization for storm water discharges. The TDA of this project will be determined by the sum of the disturbed area in all project locations in the contract, and all disturbed area on all Project-Specific Locations (PSL) located in the project limits and/or within 1 mile of the project limits. The department will obtain an authorization to discharge storm water from the Texas Commission on Environmental Quality (TCEQ) for the construction site as shown on the plans, according to the TDA of the project. The contractor will obtain any required authorization from the TCEQ for the discharge of storm water from any PSL for construction support activities on or off of the project row according to the TDA of the project.

When the TDA for the project exceeds 1 acre, provide a copy of the appropriate application of permit (NOI, or Construction Site Notice) to the engineer, for any PSL located in the project limits or within 1 mile of the project limits. Follow the directives and adhere to all requirements set forth in the TCEQ, Texas Pollution Discharge Elimination System, Construction General Permit (TPDES, CGP).

This project requires permits with environmental resources agencies. There is a high probability that an environmentally sensitive area could be encountered on the contractor designated Project-Specific Locations (PSL) for this project (haul roads, equipment staging areas, borrow pits, disposal sites, field offices, storage areas, parking areas, etc.). Item 7.6 “Project-Specific Locations”, provides a listing of regulatory agencies that may need to be contacted regarding this project.

Leave all right of way areas undisturbed until actual construction is to be performed in said areas.

Install traffic marking signs prior to sealcoat application and remove within three days after placement of traffic markings.

General Notes Sheet C

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

Jennifer Vorster Jennifer.Vorster@txdot.gov Dereje Tesemma Dereje.Tesemma@txdot.gov

Contractor questions will be accepted through email, phone, and in person by the above individuals.

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.

Cross sections may be requested by posting a question to the above Letting Pre-Bid Q&A web page. This data is for non-construction purposes only and it is the responsibility of the prospective bidder to validate the enclosed data with appropriate plans, specifications and estimate for the project(s).

Item 5:

Underground utilities owned by the Texas Department of Transportation may be present within the Right-Of-Way on this project. For signal, illumination, surveillance, and communications & control maintained by TxDOT, call the TxDOT Traffic Signal Office (214-320-6682) for locates a minimum of 48 hours in advance of excavation. For irrigation systems, call TxDOT Landscape Office (214-320-6205) for locates a minimum of 48 hours in advance of excavation. If city or town owned irrigation facilities are present, call the appropriate department of the local city or town a minimum of 48 hours in advance of excavation. The Contractor is liable for all damages when utilities are damaged due to Contractor’s negligence including, but not limited to, repair or replacement at the Contractor’s expense.

For the project to be deemed complete, permanently stabilize all unpaved disturbed areas of the project with a vegetative cover at a minimum of 70% density for the control of erosion.

Place construction stakes/station markings at intervals of no more than 100 feet or as directed by the Engineer. Place stakes and markings so as not to interfere with normal construction operations.

Submit all shop drawings, working drawings, or other documents which require review sufficiently in advance of scheduled construction to allow no less than thirty (30) calendar days for review and response.

General Notes Sheet D

Item 7:

Repair or replace any structures and utilities that might have been damaged by negligence or a failure to have utility locates performed.

Holiday restrictions – The Engineer may decide that no lane closures or construction operations shall be allowed during the restricted periods listed in the following holiday schedule. TxDOT has the right to lengthen, shorten, or otherwise modify these restricted periods as actual, or expected, traffic conditions may warrant. Working days will not be charged for these restricted periods. No additional compensation will be allowed for these closures (i.e., overhead, delays, stand-by, barricades or any other associated cost impacts).

• New Year’s Eve and Day (5 am on December 31 thru 10:00 pm January 1)

• Easter Holiday weekend (5 am on Friday thru 10:00 pm Sunday)

• Memorial Day weekend (5 am on Friday thru 10:00pm Monday)

• Independence Day (5 am on July 3 thru 10:00 pm on July 5)

• Labor Day weekend (5 am on Friday thru 10:00 pm Monday)

• Thanksgiving Holiday (5 am on Wednesday thru 10:00 pm Sunday)

• Christmas Holiday (5 am on December 23 thru 10:00 pm December 26)

No significant traffic generator events identified.

Item 8:

This Project will be a Six-Day Workweek in accordance with Article 8.3.1.2.

Nighttime work is allowed in accordance with Article 8.3.3.

Meet weekly with the engineer to notify him or her of planned work for the upcoming week.

Critical Path Method (CPM) schedule in P6 format will be required for this project. Submit baseline schedule and obtain approval prior to beginning construction. The Estimate will be held if monthly schedule update is not submitted.

This project contains a 60 day compulsory delay per the Item 8 special provisions for materials acquisition. Do not commence work until 3/1/2027.

Per the Item 8 special provisions, this project contains Lane Assessment Fees, see the table(s) under Item 502.

The daily road-user cost disincentive for completion of the project is $11,312 per working day.

Item 100:

Remove the existing roadway small signs, delineators and object markers as shown on the plans, or as directed, during construction within the right of way. Small sign, delineator and object marker removals are subsidiary to this Item.

The limits of preparing right of way will be measured from Sta. 286+00.00 to Sta. 421+00.00 along the centerline of construction. No other Prep ROW areas will be considered for payment.

General Notes Sheet E

Item 104:

In those areas where the pavement is not to be overlaid, provide a smooth surface after the curb removal. Planing or grinding is considered an acceptable method at these locations.

Measurement and payment is in accordance with this item.

Sawing of concrete is not paid for directly, but is considered subsidiary to this item.

Items 105:

Saw existing asphalt along neat lines where portions are to be left in place temporarily or permanently. Sawing is not paid for directly, but is subsidiary to this item.

Take possession of recycled asphalt pavement from the project.

Properly dispose of unsalvageable material at your own expense.

Item 110:

Excavated shale is not an acceptable material for embankment.

Items 110 and 132:

Scarify and loosen the excavated areas, unpaved surface areas, except rock, to a depth of at least 8 inches and compact in accordance with the specifications.

Excavation and embankment for driveways, sleeper slabs, alleys and intersections will not be paid for directly, but will be considered subsidiary to these items.

Item 132:

Excavated material from the project site has not been determined to be suitable for embankment. The bidder assumes all risk for the use of excavated materials for embankment and is expected to meet all material requirements for embankment regardless of the source.

Perform Tex-106-E (Plasticity Index) by an approved laboratory on excavated soils from sources outside right of way when used in roadway embankment. Provide the test results at no expense to the department. The engineer will sample and test soils produced by the construction project for specification requirements or material sources specified in the plans.

Earth embankment Type C is mainly composed of material other than shale. Furnish material that is free from vegetation or other objectionable material and that conforms to the requirements of Table 1 (Sheet A). If necessary, treat material with lime slurry in accordance with Item 260, “Lime Treatment (Road-Mixed)” in order to meet these requirements. Use Tex- 121-E, figure 1, page 4 to calculate the amount of lime required. When lime treated subgrade is specified, 3000 PPM is the maximum allowed sulfate content in the top 3 feet when material comes from borrow source. Follow recommendations of 260.4.4 for mixing and mellowing. The engineer will test material placed or excavated to a depth of one foot below and laterally to one foot outside the proposed treatment limit. Lime treatment of this material will not be paid for directly, but will be considered subsidiary to this item.

Do not use shaley clays in embankment unless approved in writing. RAP is not allowed in embankment unless otherwise approved.

General Notes Sheet F

Item 161:

Provide tickets representing quantity of compost delivered to site.

Item 260:

Furnish and distribute MS-2 smoothly and evenly at the rate of 0.20 gallons per square yard (spray rate) to cure lime, as directed.

Provide Commercial or Quick Lime Slurry and apply lime by slurry placement method.

Item 301:

Provide liquid antistripping agents unless otherwise directed. Add the minimum dosage determined by the manufacturer or higher dosage determined by design requirement and try subsequent trials at 0.25% increments.

Item 320:

Use a self-propelled wheel mounted MTV capable of receiving mix from the haul trucks, separate from the paver. It shall have a minimum storage capacity of approximately 25 tons. It shall be equipped with a pivoting discharge conveyor and shall completely and thoroughly remix the material prior to placement. The effectiveness of the MTV’s remixing ability is subject to the approval of the Engineer. In addition, the paver shall have a surge storage insert with a minimum capacity of 20 tons.

The use of windrow pick-up equipment is allowed except on the first aggregate course of roadway material placed over the subgrade.

Item 344:

Use aggregate that meets the Surface Aggregate Classification (SAC) requirement of Class B

Mixtures used as concrete pavement underlayment is deemed as “Exempt Production”.

Item 360:

Use of multiple piece tie bars will be required. Provide chairs for multiple piece tie bars, threaded connectors or other adequate devices, used in concrete paving, or tie them to the pavement reinforcing steel. If approved by the engineer for specific areas, in lieu of multiple piece tie bars, drill holes into the pavement and grout straight tie bars in place with epoxy. Use a non-impact, rotary core drill to prevent damage to the pavement unless otherwise directed.

Clean the drill holes and then completely fill with epoxy before inserting the tie bar. Do not bend the tie bars or insert them into plastic concrete without the approval of the engineer.

At paving leave-outs, multi-piece tie bars will not be allowed for the required 10’ longitudinal steel lap unless otherwise approved.

Provide curbs monolithically constructed with the concrete pavement. If continuous monolithic curb has to be temporarily omitted for any reason, provide dowelled curbs in the proposed areas, as detailed in the plans, and apply an approved epoxy resin to the pavement to receive the curb as directed. This work and materials will not be paid for directly, but is considered subsidiary to this item.

General Notes Sheet G

If asphalt curing is used, cure the concrete pavement with MS-2.

Stockpile the concrete aggregates at the plant site.

Provide pavement widening joints, as detailed in the plans, at all locations where concrete pavement is placed adjacent to existing concrete pavement.