0014-03-088.pdf

Control 0014-03-088 Project C 14-3-88 Highway IH 35W County JOHNSON

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 C 14-3-88 Highway IH 35W County JOHNSON

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Interchange Improvement

JOHNSON 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 1047 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 0014-03-088

Project C 14-3-88

Highway IH 35W

County JOHNSON

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 0014-03-088 Project C 14-3-88 Highway IH 35W County JOHNSON

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

C 14-3-88 Proposal Sheet

JOHNSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

100 7002

PREPARING ROW

STA 241.000 1 DOLLARS

and CENTS

104 7001

REMOV CONC (PAV)

SY 1,364.000 2 DOLLARS

and CENTS

104 7006

REMOV CONC (RIPRAP)

SY 3,758.000 3 DOLLARS

and CENTS

104 7008

REMOV CONC (MEDIANS)

SY 52.000 4 DOLLARS

and CENTS

104 7011

REMOV CONC (DRIVEWAYS)

SY 2,637.000 5 DOLLARS

and CENTS

104 7016

REMOV CONC (CURB)

LF 716.000 6 DOLLARS

and CENTS

104 7028

REMOV CONC (WINGWALL)

CY 2.000 7 DOLLARS

and CENTS

104 7036

REMOV CONC (RAIL)

LF 657.000 8 DOLLARS

and CENTS

104 7041

REMOV CONC (FLUME)

SY 1,850.000 9 DOLLARS

and CENTS

105 7012

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

SY 72,233.000 10 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 88,324.000 11 DOLLARS

and CENTS

132 7004

EMBANK (FNL)(DC)(TY B)

CY 297,691.000 12 DOLLARS

and CENTS

134 7002

BACKFILL (TY B)

STA 241.000 13 DOLLARS

and CENTS

1-24

JOHNSON 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.

164 7017

HYDRO MULCH SEED

(PERM_RURAL_SANDY)

SY 56,748.000 14 DOLLARS

and CENTS

164 7021

HYDRO MULCH SEED (TEMP_WARM)

SY 20,863.000 15 DOLLARS

and CENTS

164 7022

HYDRO MULCH SEED (TEMP_COOL)

SY 20,863.000 16 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 315.000 17 DOLLARS

and CENTS

260 7005

LIME (COM OR QK)(SLURRY)

TON 643.000 18 DOLLARS

and CENTS

260 7020

LIME TRT (SUBGRADE) (8")

SY 32,165.000 19 DOLLARS

and CENTS

275 7001

CEMENT

TON 1,240.000 20 DOLLARS

and CENTS

275 7017

CEMENT TREAT (SUBGRADE) (8")

SY 74,424.000 21 DOLLARS

and CENTS

310 7013

PRIME COAT(MC-30 OR AE-P)

GAL 20,111.000 22 DOLLARS

and CENTS

341 7001

D-GR HMA TY-B PG64-22

TON 23,128.000 23 DOLLARS

and CENTS

341 7082

TACK COAT

GAL 85.000 24 DOLLARS

and CENTS

344 7024

SP MIXES SP-C SAC-A PG70-28

TON 19.000 25 DOLLARS

and CENTS

354 7051

PLANE ASPH CONC PAV(2")

SY 425.000 26 DOLLARS

2-24

JOHNSON 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.

360 7005

CONC PVMT (CRCP) (11")

SY 67,992.000 27 DOLLARS

and CENTS

360 7006

CONC PVMT (CRCP) (12")

SY 32,565.000 28 DOLLARS

and CENTS

400 7006

CUT & RESTORING PAV

SY 31.000 29 DOLLARS

and CENTS

400 7010

CEM STABIL BKFL

CY 5,002.000 30 DOLLARS

and CENTS

402 7001

TRENCH EXCAVATION PROTECTION

LF 6,720.000 31 DOLLARS

and CENTS

403 7001

TEMPORARY SPL SHORING

SF 13,439.000 32 DOLLARS

and CENTS

416 7002

DRILL SHAFT (18 IN)

LF 366.000 33 DOLLARS

and CENTS

416 7004

DRILL SHAFT (24 IN)

LF 142.000 34 DOLLARS

and CENTS

416 7006

DRILL SHAFT (36 IN)

LF 2,536.000 35 DOLLARS

and CENTS

416 7008

DRILL SHAFT (48 IN)

LF 1,568.000 36 DOLLARS

and CENTS

416 7009

DRILL SHAFT (54 IN)

LF 340.000 37 DOLLARS

and CENTS

416 7040

DRILL SHAFT (RDWY ILL POLE) (30 IN)

LF 100.000 38 DOLLARS

and CENTS

416 7044

DRILL SHAFT (TRF SIG POLE) (36 IN)

LF 13.000 39 DOLLARS

3-24

JOHNSON 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.

416 7046

DRILL SHAFT (TRF SIG POLE) (48 IN)

LF 110.000 40 DOLLARS

and CENTS

420 7013

CL C CONC (ABUT)(HPC)

CY 311.300 41 DOLLARS

and CENTS

420 7023

CL C CONC (CAP)(HPC)

CY 255.600 42 DOLLARS

and CENTS

420 7039

CL C CONC (COLUMN)(HPC)

CY 395.300 43 DOLLARS

and CENTS

420 7041

CL C CONC (COLUMN)(HPC)(MASS)

CY 75.200 44 DOLLARS

and CENTS

420 7047

CL C CONC (FOOTING)(HPC)(MASS)

CY 122.800 45 DOLLARS

and CENTS

420 7052

CL C CONC (RAIL FOUNDATION)

CY 310.000 46 DOLLARS

and CENTS

420 7061

CL C CONC (COLLAR)

EA 3.000 47 DOLLARS

and CENTS

420 7067

CL C CONC (MISC)

CY 1.100 48 DOLLARS

and CENTS

420 7090

CL F CONC (CAP)(STRDL)(HPC)(MASS)

CY 141.700 49 DOLLARS

and CENTS

420 7106

CL F CONC (COLUMN)(HPC)(MASS)

CY 46.300 50 DOLLARS

and CENTS

420 7126

CL H CONC (PT CAP)(HPC)(MASS)

CY 161.000 51 DOLLARS

and CENTS

422 7002

REINF CONC SLAB (HPC)

SF 63,827.000 52 DOLLARS

4-24

JOHNSON FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

422 7014

APPROACH SLAB (HPC)

CY 552.300 53 DOLLARS

and CENTS

422 7021

BRIDGE MEDIAN (HPC)

SF 1,286.000 54 DOLLARS

and CENTS

422 7022

BRIDGE SIDEWALK(HPC)

SF 9,607.000 55 DOLLARS

and CENTS

423 7001

RETAINING WALL (MSE)

SF 67,121.000 56 DOLLARS

and CENTS

423 7012

RETAINING WALL (TEMP WALL)

SF 23,240.000 57 DOLLARS

and CENTS

425 7003

PRESTR CONC GIRDER (TX40)

LF 2,271.220 58 DOLLARS

and CENTS

425 7004

PRESTR CONC GIRDER (TX46)

LF 5,306.910 59 DOLLARS

and CENTS

426 7007

PT FOR CAP

EA 1.000 60 DOLLARS

and CENTS

432 7001

RIPRAP (CONC)(4 IN)

CY 339.000 61 DOLLARS

and CENTS

432 7002

RIPRAP (CONC)(5 IN)

CY 3,402.000 62 DOLLARS

and CENTS

432 7003

RIPRAP (CONC)(6 IN)

CY 71.000 63 DOLLARS

and CENTS

432 7004

RIPRAP (CONC)(CL A)

CY 1.250 64 DOLLARS

and CENTS

432 7007

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

CY 12.000 65 DOLLARS

5-24

JOHNSON 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.

432 7012

RIPRAP (CONC)(FLUME)

CY 259.000 66 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 357.000 67 DOLLARS

and CENTS

432 7014

RIPRAP (MOW STRIP)(5 IN)

CY 137.000 68 DOLLARS

and CENTS

442 7007

STR STEEL (MISC NON-BRIDGE)

LB 2,342.000 69 DOLLARS

and CENTS

450 7012

RAIL (TY T402)

LF 192.000 70 DOLLARS

and CENTS

450 7024

RAIL (TY SSTR)

LF 408.000 71 DOLLARS

and CENTS

450 7025

RAIL (TY SSTR)(HPC)

LF 581.000 72 DOLLARS

and CENTS

450 7028

RAIL (TY T80SS)

LF 1,782.000 73 DOLLARS

and CENTS

450 7036

RAIL (TY C402)

LF 1,822.000 74 DOLLARS

and CENTS

450 7037

RAIL (TY C402)(HPC)

LF 1,369.100 75 DOLLARS

and CENTS

450 7063

RAIL (HANDRAIL)(TY F)

LF 483.000 76 DOLLARS

and CENTS

450 7082

RAIL (TY T402) (HPC) (MOD)

LF 593.400 77 DOLLARS

and CENTS

454 7005

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

LF 668.000 78 DOLLARS

6-24

JOHNSON 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.

462 7001

CONC BOX CULV (3 FT X 2 FT)

LF 387.600 79 DOLLARS

and CENTS

462 7003

CONC BOX CULV (4 FT X 2 FT)

LF 84.000 80 DOLLARS

and CENTS

462 7004

CONC BOX CULV (4 FT X 3 FT)

LF 46.500 81 DOLLARS

and CENTS

462 7010

CONC BOX CULV (6 FT X 2 FT)

LF 9.000 82 DOLLARS

and CENTS

462 7011

CONC BOX CULV (6 FT X 3 FT)

LF 100.000 83 DOLLARS

and CENTS

462 7015

CONC BOX CULV (7 FT X 3 FT)

LF 44.000 84 DOLLARS

and CENTS

462 7024

CONC BOX CULV (8 FT X 7 FT)

LF 932.000 85 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 198.900 86 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 9,918.400 87 DOLLARS

and CENTS

464 7007

RC PIPE (CL III)(30 IN)

LF 232.000 88 DOLLARS

and CENTS

465 7015

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

EA 1.000 89 DOLLARS

and CENTS

465 7184

INLET (COMPL)(CO)(5 FT)(FTW)

EA 6.000 90 DOLLARS

and CENTS

465 7185

INLET (COMPL)(CO)(10 FT)(FTW)

EA 38.000 91 DOLLARS

7-24

JOHNSON 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.

465 7186

INLET (COMPL)(CO)(15 FT)(FTW)

EA 11.000 92 DOLLARS

and CENTS

465 7187

INLET (COMPL)( CO)(20 FT)(FTW)

EA 10.000 93 DOLLARS

and CENTS

465 7234

INLET (COMPL)(AD)(3FT X 3FT)(FTW)

EA 6.000 94 DOLLARS

and CENTS

465 7259

MANH (COMPL)(TY SD)(3FT X 3FT)(FTW)

EA 3.000 95 DOLLARS

and CENTS

465 7261

MANH (COMPL)(TY SD)(4'X 4'-3'X 3')(FTW)

EA 1.000 96 DOLLARS

and CENTS

465 7281

JUNCT BOX (COMPL)(JB)(3FT X 3FT)(FTW)

EA 4.000 97 DOLLARS

and CENTS

465 7283

JUNCT BOX (COMPL)(JB)(4FT X 4FT)(FTW)

EA 1.000 98 DOLLARS

and CENTS

465 7332

JCT BOX (COMPL)(SPL)

EA 2.000 99 DOLLARS

and CENTS

465 7336

INLET (COMP)(TY SIDEWALK BRIDGE)

EA 1.000 100 DOLLARS

and CENTS

466 7118

HEADWALL (CH - PW - S) (DIA= 30 IN)

EA 2.000 101 DOLLARS

and CENTS

466 7145

WINGWALL (FW - 0) (HW=3 FT)

EA 1.000 102 DOLLARS

and CENTS

466 7173

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

EA 1.000 103 DOLLARS

and CENTS

466 7174

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

EA 1.000 104 DOLLARS

8-24

JOHNSON FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

466 7175

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

EA 2.000 105 DOLLARS

and CENTS

466 7176

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

EA 2.000 106 DOLLARS

and CENTS

466 7177

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

EA 1.000 107 DOLLARS

and CENTS

466 7180

WINGWALL (PW - 1) (HW=10 FT)

EA 5.000 108 DOLLARS

and CENTS

466 7181

WINGWALL (PW - 1) (HW=11 FT)

EA 1.000 109 DOLLARS

and CENTS

467 7041

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

EA 2.000 110 DOLLARS

and CENTS

467 7305

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

EA 1.000 111 DOLLARS

and CENTS

467 7306

SET (TY II) (18 IN) (RCP) (4: 1) (C)

EA 3.000 112 DOLLARS

and CENTS

467 7308

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

EA 1.000 113 DOLLARS

and CENTS

467 7325

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

EA 3.000 114 DOLLARS

and CENTS

467 7326

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

EA 8.000 115 DOLLARS

and CENTS

467 7328

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

EA 7.000 116 DOLLARS

and CENTS

467 7346

SET (TY II) (30 IN) (RCP) (4: 1) (C)

EA 1.000 117 DOLLARS

9-24

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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.

471 7003

GRATE & FRAME

EA 6.000 118 DOLLARS

and CENTS

476 7011

JACK BOR OR TUN PIPE(24 IN)(RC)(CL III)

LF 139.000 119 DOLLARS

and CENTS

479 7001

ADJUSTING MANHOLES

EA 2.000 120 DOLLARS

and CENTS

479 7006

ADJUSTING INLETS (CAP)

EA 1.000 121 DOLLARS

and CENTS

481 7013

PIPE (PVC) (SCH 40) (6 IN)

LF 30.000 122 DOLLARS

and CENTS

496 7001

REMOV STR (BOX CULVERT)

EA 4.000 123 DOLLARS

and CENTS

496 7002

REMOV STR (INLET)

EA 7.000 124 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 50.000 125 DOLLARS

and CENTS

496 7005

REMOV STR (WINGWALL)

EA 22.000 126 DOLLARS

and CENTS

496 7006

REMOV STR (HEADWALL)

EA 5.000 127 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 2,303.000 128 DOLLARS

and CENTS

496 7008

REMOV STR (BOX CULVERT)

LF 14.800 129 DOLLARS

and CENTS

496 7010

REMOV STR (BRIDGE 100 - 499 FT LENGTH)

EA 1.000 130 DOLLARS

10-24

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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.

500 7001

MOBILIZATION

LS 1.000 131 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 45.000 132 DOLLARS

and CENTS

503 7001

PORTABLE CHANGEABLE MESSAGE SIGN

DAY 16.000 133 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 52.000 134 DOLLARS

and CENTS

506 7002

ROCK FILTER DAMS (INSTALL) (TY 2)

LF 620.000 135 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 620.000 136 DOLLARS

and CENTS

506 7021

CONSTRUCTION EXITS (INSTALL) (TY 2)

SY 702.000 137 DOLLARS

and CENTS

506 7024

CONSTRUCTION EXITS (REMOVE)

SY 702.000 138 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 23,688.000 139 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 23,688.000 140 DOLLARS

and CENTS

506 7043

BIODEG EROSN CONT LOGS (INSTL) (8")

LF 1,940.000 141 DOLLARS

and CENTS

506 7046

BIODEG EROSN CONT LOGS (REMOVE)

LF 1,940.000 142 DOLLARS

and CENTS

508 7001

CONSTRUCTING DETOURS

SY 30,674.000 143 DOLLARS

11-24

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

512 7001

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

LF 17,550.000 144 DOLLARS

and CENTS

512 7009

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

LF 7,500.000 145 DOLLARS

and CENTS

512 7010

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

LF 480.000 146 DOLLARS

and CENTS

512 7025

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

LF 25,170.000 147 DOLLARS

and CENTS

512 7033

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

LF 29,120.000 148 DOLLARS

and CENTS

512 7034

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

LF 1,580.000 149 DOLLARS

and CENTS

512 7049

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

LF 17,550.000 150 DOLLARS

and CENTS

512 7057

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

LF 7,500.000 151 DOLLARS

and CENTS

512 7058

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

LF 480.000 152 DOLLARS

and CENTS

512 7071

PORT CTB (PINNING)

EA 24.000 153 DOLLARS

and CENTS

529 7007

CONC CURB (MONO) (TY II)

LF 20,204.000 154 DOLLARS

and CENTS

530 7006

DRIVEWAYS (CONC)

SY 7,221.000 155 DOLLARS

and CENTS

531 7001

CONC SIDEWALKS (4")

SY 9,939.000 156 DOLLARS

12-24

JOHNSON 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.

531 7005

CURB RAMPS (TY 1)

EA 1.000 157 DOLLARS

and CENTS

531 7007

CURB RAMPS (TY 3)

EA 2.000 158 DOLLARS

and CENTS

531 7008

CURB RAMPS (TY 5)

EA 1.000 159 DOLLARS

and CENTS

531 7010

CURB RAMPS (TY 7)

EA 5.000 160 DOLLARS

and CENTS

531 7011

CURB RAMPS (TY 10)

EA 3.000 161 DOLLARS

and CENTS

531 7014

CURB RAMPS (TY 22)

EA 3.000 162 DOLLARS

and CENTS

533 7001

MILL RUMBLE STRIPS (ASPHALT) (SHLDR)

LF 5,690.000 163 DOLLARS

and CENTS

540 7001

MTL W-BEAM GD FEN (TIM POST)

LF 5,211.000 164 DOLLARS

and CENTS

540 7002

MTL W-BEAM GD FEN (STEEL POST)

LF 26.500 165 DOLLARS

and CENTS

540 7005

MTL BEAM GD FEN TRANS (THRIE-BEAM)

EA 8.000 166 DOLLARS

and CENTS

540 7015

DOWNSTREAM ANCHOR TERMINAL

SECTION

EA 11.000 167 DOLLARS

and CENTS

542 7001

REMOVE METAL BEAM GUARD FENCE

LF 2,989.000 168 DOLLARS

and CENTS

542 7002

REMOVE TERMINAL ANCHOR SECTION

EA 14.000 169 DOLLARS

13-24

JOHNSON 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.

542 7003

REMOVE DOWNSTREAM ANCHOR

TERMINAL

EA 7.000 170 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 16.000 171 DOLLARS

and CENTS

544 7003

GUARDRAIL END TREATMENT (REMOVE)

EA 4.000 172 DOLLARS

and CENTS

545 7002

CRASH CUSH ATTEN (MOVE & RESET)

EA 29.000 173 DOLLARS

and CENTS

545 7004

CRASH CUSH ATTEN (REMOVE)

EA 7.000 174 DOLLARS

and CENTS

545 7006

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

EA 7.000 175 DOLLARS

and CENTS

556 7006

PIPE UNDERDRAINS (TY 6) (6")

LF 4,562.000 176 DOLLARS

and CENTS

560 7001

MAILBOX INSTALL-M (TWG-POST) TY 1

EA 4.000 177 DOLLARS

and CENTS

560 7002

MAILBOX INSTALL-S (TWG-POST) TY 2

EA 16.000 178 DOLLARS

and CENTS

610 7009

REMOVE RD IL ASM (TRANS-BASE)

EA 1.000 179 DOLLARS

and CENTS

610 7197

IN RD IL (TY SA) 50T-8-8 (400W EQ) LED

EA 10.000 180 DOLLARS

and CENTS

618 7030

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

LF 2,965.000 181 DOLLARS

and CENTS

618 7031

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

LF 70.000 182 DOLLARS

14-24

JOHNSON 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.

618 7036

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

LF 200.000 183 DOLLARS

and CENTS

618 7040

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

LF 280.000 184 DOLLARS

and CENTS

618 7041

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

LF 615.000 185 DOLLARS

and CENTS

618 7055

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

LF 160.000 186 DOLLARS

and CENTS

618 7060

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

LF 320.000 187 DOLLARS

and CENTS

618 7082

CONDT (RM) (3")

LF 604.000 188 DOLLARS

and CENTS

618 7086

CONDT (RM) (4")

LF 680.000 189 DOLLARS

and CENTS

619 7005

ITS MULTI-DUCT CND (PVC-80)

LF 6,430.000 190 DOLLARS

and CENTS

620 7007

ELEC CONDR (NO.8) BARE

LF 7,252.000 191 DOLLARS

and CENTS

620 7008

ELEC CONDR (NO.8) INSULATED

LF 5,790.000 192 DOLLARS

and CENTS

620 7009

ELEC CONDR (NO.6) BARE

LF 1,855.000 193 DOLLARS

and CENTS

620 7010

ELEC CONDR (NO.6) INSULATED

LF 290.000 194 DOLLARS

and CENTS

620 7011

ELEC CONDR (NO.4) BARE

LF 152.000 195 DOLLARS

15-24

JOHNSON 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.

620 7012

ELEC CONDR (NO.4) INSULATED

LF 304.000 196 DOLLARS

and CENTS

621 7002

TRAY CABLE (3 CONDR) (12 AWG)

LF 1,720.000 197 DOLLARS

and CENTS

623 7002

ITS GND BOX(PCAST) TY 1 (243636)W/APRN

EA 8.000 198 DOLLARS

and CENTS

623 7008

ITS GND BOX(PCAST) TY 2 (366036)W/APRN

EA 1.000 199 DOLLARS

and CENTS

624 7002

GROUND BOX TY A (122311)W/APRON

EA 3.000 200 DOLLARS

and CENTS

624 7008

GROUND BOX TY D (162922)W/APRON

EA 12.000 201 DOLLARS

and CENTS

628 7048

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

EA 1.000 202 DOLLARS

and CENTS

628 7147

ELC SRV TY D 120/240 060(NS)SS(E)PS(U)

EA 1.000 203 DOLLARS

and CENTS

628 7156

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

EA 1.000 204 DOLLARS

and CENTS

636 7002

ALUMINUM SIGNS (TY G)

SF 1,148.000 205 DOLLARS

and CENTS

644 7001

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

EA 44.000 206 DOLLARS

and CENTS

644 7004

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

EA 36.000 207 DOLLARS

and CENTS

644 7028

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

EA 3.000 208 DOLLARS

16-24

JOHNSON 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.

644 7031

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

EA 6.000 209 DOLLARS

and CENTS

644 7061

IN BRIDGE MNT CLEARANCE SGN ASSM(TY

N)

EA 2.000 210 DOLLARS

and CENTS

644 7064

IN SM RD SN SUP&AM (INST SIGN ONLY)

EA 2.000 211 DOLLARS

and CENTS

644 7065

RELOCATE SM RD SN SUP&AM TY 10BWG

EA 42.000 212 DOLLARS

and CENTS

644 7067

RELOCATE SM RD SN SUP&AM TY S80

EA 4.000 213 DOLLARS

and CENTS

644 7073

REMOVE SM RD SN SUP&AM

EA 73.000 214 DOLLARS

and CENTS

644 7074

REMOVE BRDG MNT CLEARANCE SIGN

ASSM

EA 1.000 215 DOLLARS

and CENTS

644 7080

IN SRSS & AM (RAIL)(90 MPH)(T MOUNT)

EA 1.000 216 DOLLARS

and CENTS

647 7001

INSTALL LRSS (STRUCT STEEL)

LB 5,666.000 217 DOLLARS

and CENTS

647 7002

RELOCATE LRSA

EA 4.000 218 DOLLARS

and CENTS

647 7003

REMOVE LRSA

EA 2.000 219 DOLLARS

and CENTS

650 7038

INS OH SN SUP(35 FT CANT)

EA 1.000 220 DOLLARS

and CENTS

658 7003

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

EA 30.000 221 DOLLARS

17-24

JOHNSON FORM 234-B I-61-5M

TxDOT PROJECT

COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

658 7012

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

EA 10.000 222 DOLLARS

and CENTS

658 7018

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

EA 28.000 223 DOLLARS

and CENTS

658 7031

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

EA 14.000 224 DOLLARS

and CENTS

658 7036

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

EA 29.000 225 DOLLARS

and CENTS

658 7045

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

EA 46.000 226 DOLLARS

and CENTS

662 7061

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

LF 6,378.000 227 DOLLARS

and CENTS

662 7062

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

LF 120.000 228 DOLLARS

and CENTS

662 7064

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

LF 47,310.000 229 DOLLARS

and CENTS

662 7072

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

LF 1,704.000 230 DOLLARS

and CENTS

662 7077

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

LF 1,740.000 231 DOLLARS

and CENTS

662 7097

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

LF 42,164.000 232 DOLLARS

and CENTS

662 7112

WK ZN PAV MRK SHT TERM (TAB)TY W

EA 4,774.000 233 DOLLARS

and CENTS

662 7114

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

EA 3,192.000 234 DOLLARS

18-24

JOHNSON 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 7009

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

LF 360.000 235 DOLLARS

and CENTS

666 7018

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

LF 1,710.000 236 DOLLARS

and CENTS

666 7024

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

LF 14,774.000 237 DOLLARS

and CENTS

666 7027

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

LF 1,967.000 238 DOLLARS

and CENTS

666 7030

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

LF 3,725.000 239 DOLLARS

and CENTS

666 7036

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

LF 1,434.000 240 DOLLARS

and CENTS

666 7042

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

EA 47.000 241 DOLLARS

and CENTS

666 7051

REFL PAV MRK TY I(W)(UTURN ARW)

(100MIL)

EA 4.000 242 DOLLARS

and CENTS

666 7066

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

EA 51.000 243 DOLLARS

and CENTS

666 7090

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

EA 18.000 244 DOLLARS

and CENTS

666 7114

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

LF 208.000 245 DOLLARS

and CENTS

666 7117

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

LF 220.000 246 DOLLARS

and CENTS

666 7172

RE PM TY II (W) 6" (BRK)

LF 18,567.000 247 DOLLARS

19-24

JOHNSON 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 7173

RE PM TY II (W) 6" (DOT)

LF 360.000 248 DOLLARS

and CENTS

666 7175

RE PM TY II (W) 6" (SLD)

LF 28,113.000 249 DOLLARS

and CENTS

666 7177

RE PM TY II (W) 8" (DOT)

LF 948.000 250 DOLLARS

and CENTS

666 7179

RE PM TY II (W) 8" (SLD)

LF 14,774.000 251 DOLLARS

and CENTS

666 7181

RE PM TY II (W) 12" (LNDP)

LF 1,967.000 252 DOLLARS

and CENTS

666 7182

RE PM TY II (W) 12" (SLD)

LF 3,432.000 253 DOLLARS

and CENTS

666 7184

RE PM TY II (W) 24" (SLD)

LF 1,401.000 254 DOLLARS

and CENTS

666 7186

RE PM TY II (W) (ARROW)

EA 42.000 255 DOLLARS

and CENTS

666 7189

RE PM TY II (W) (UTURN ARROW)

EA 4.000 256 DOLLARS

and CENTS

666 7194

RE PM TY II (W) (WORD)

EA 46.000 257 DOLLARS

and CENTS

666 7201

RE PM TY II (W) 36" (YLD TRI)

EA 18.000 258 DOLLARS

and CENTS

666 7211

RE PM TY II (Y) 6" (BRK)

LF 1,865.000 259 DOLLARS

and CENTS

666 7213

RE PM TY II (Y) 6" (SLD)

LF 19,659.000 260 DOLLARS

20-24

JOHNSON 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 7214

RE PM TY II (Y) 8" (SLD)

LF 208.000 261 DOLLARS

and CENTS

666 7215

RE PM TY II (Y) 12" (SLD)

LF 220.000 262 DOLLARS

and CENTS

666 7290

TY I HIGH PERF PM (W)6"(BRK)(100MIL)

LF 18,567.000 263 DOLLARS

and CENTS

666 7293

TY I HIGH PERF PM (W)6"(SLD)(100MIL)

LF 27,187.000 264 DOLLARS

and CENTS

666 7302

TY I HIGH PERF PM (Y)6"(BRK)(100MIL)

LF 1,865.000 265 DOLLARS

and CENTS

666 7305

TY I HIGH PERF PM (Y)6"(SLD)(100MIL)

LF 19,659.000 266 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 201.000 267 DOLLARS

and CENTS

672 7006

REFL PAV MRKR TY II-C-R

EA 997.000 268 DOLLARS

and CENTS

677 7001

ELIM EXT PM & MRKS (4")

LF 2,661.000 269 DOLLARS

and CENTS

678 7002

PAV SURF PREP FOR MRK (6")

LF 64,549.000 270 DOLLARS

and CENTS

678 7004

PAV SURF PREP FOR MRK (8")

LF 16,692.000 271 DOLLARS

and CENTS

678 7006

PAV SURF PREP FOR MRK (12")

LF 5,852.000 272 DOLLARS

and CENTS

678 7008

PAV SURF PREP FOR MRK (24")

LF 1,434.000 273 DOLLARS

21-24

JOHNSON 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.

678 7009

PAV SURF PREP FOR MRK (ARROW)

EA 47.000 274 DOLLARS

and CENTS

678 7012

PAV SURF PREP FOR MRK (UTURN ARR)

EA 4.000 275 DOLLARS

and CENTS

678 7016

PAV SURF PREP FOR MRK (WORD)

EA 51.000 276 DOLLARS

and CENTS

678 7023

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

EA 18.000 277 DOLLARS

and CENTS

680 7002

INSTALL HWY TRF SIG (ISOLATED)

EA 1.000 278 DOLLARS

and CENTS

680 7004

REMOVING TRAFFIC SIGNALS

EA 2.000 279 DOLLARS

and CENTS

682 7001

VEH SIG SEC (12")LED(GRN)

EA 6.000 280 DOLLARS

and CENTS

682 7002

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

EA 15.000 281 DOLLARS

and CENTS

682 7003

VEH SIG SEC (12")LED(YEL)

EA 16.000 282 DOLLARS

and CENTS

682 7004

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

EA 5.000 283 DOLLARS

and CENTS

682 7005

VEH SIG SEC (12")LED(RED)

EA 17.000 284 DOLLARS

and CENTS

682 7006

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

EA 2.000 285 DOLLARS

and CENTS

682 7018

PED SIG SEC (LED)(COUNTDOWN)

EA 12.000 286 DOLLARS

22-24

JOHNSON 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 7042

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

ALUM

EA 17.000 287 DOLLARS

and CENTS

682 7044

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

ALUM

EA 2.000 288 DOLLARS

and CENTS

684 7007

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

LF 5,055.000 289 DOLLARS

and CENTS

684 7033

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

LF 3,615.000 290 DOLLARS

and CENTS

684 7042

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

LF 2,600.000 291 DOLLARS

and CENTS

686 7041

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

EA 1.000 292 DOLLARS

and CENTS

686 7061

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

EA 1.000 293 DOLLARS

and CENTS

686 7067

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

EA 4.000 294 DOLLARS

and CENTS

687 7001

PED POLE ASSEMBLY

EA 4.000 295 DOLLARS

and CENTS

688 7001

PED DETECT PUSH BUTTON (APS)

EA 12.000 296 DOLLARS

and CENTS

688 7003

PED DETECTOR CONTROLLER UNIT

EA 1.000 297 DOLLARS

and CENTS

730 7019

FULL - WIDTH MOWING

CYC 11.000 298 DOLLARS

and CENTS

734 7002

LITTER REMOVAL

CYC 31.000 299 DOLLARS

23-24

JOHNSON 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.

738 7104

CLEANING / SWEEPING (SPOT)

MI 31.000 300 DOLLARS

and CENTS

740 7005

ANTI-GRAFFITI COATING (PERMNENT-TY II)

SF 42,177.000 301 DOLLARS

and CENTS

6007 7001

BBU SYSTEM (EXTERNAL BATTERY

CABINET)

EA 1.000 302 DOLLARS

and CENTS

6008 7001

RVDS (PRESENCE DETECTION ONLY)

EA 6.000 303 DOLLARS

and CENTS

6008 7002

RVDS (ADVANCE DETECTION ONLY)

EA 4.000 304 DOLLARS

and CENTS

6011 7003

ITS POLE (60 FT)(90 MPH)

EA 1.000 305 DOLLARS

and CENTS

6011 7004

ITS POLE MNT CAB (TY 3)(CONF 2)

EA 1.000 306 DOLLARS

and CENTS

6018 7002

CCTV FIELD EQUIPMENT (DIGITAL)

EA 1.000 307 DOLLARS

and CENTS

6018 7010

CCTV MOUNT (PEDESTAL)

EA 1.000 308 DOLLARS

and CENTS

6052 7002

INSTALLATION OF CELLULAR ROUTER

EA 1.000 309 DOLLARS

24-24

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.

ENGINEER SEAL

Project C 14-3-88

Highway IH 35W County JOHNSON

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:

HAGELSTEIN, BRYCE PATRICK P.E.

May 06, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

114297

HAGELSTEIN, BRYCE PATRICK

CCSJ: 001403088 Sheet: 1

County: Johnson Control: C 14-3-88

Highway: IH 35W

General Notes

Basis of Estimate

Item Description Rate Unit

168 Vegetative Watering 169,400 gal./acre 1,000 gal.

216 Roll (Proof) 18" Lime Treated Subgrade 1 hr./10000 sq. yd./crse** hr.

260 Lime (Hydrated, Commercial Or Quicklime)(Slry) 180 lb./cu. yd. ton

275 Cement (Subgr.)(PI<20) 150 lb./cu. yd. ton

310 Asph Mat'l (MC-30, and AE-P) 0.20 gal./sq. yd.* gal.

(Subgrade)(Priming)

341 Hot Mix (All Types) 115 lb./sq. yd.-in. ton

341 Tack Coat - Trackless Tack 0.15-0.22 gal./sq. yd. gal.

344 Hot Mix (All Types) 115 lb./sq. yd.-in. ton

344 Tack Coat - Trackless Tack 0.15-0.22 gal./sq. yd. gal.

Compaction Requirements for Base Courses

Item Material Course Min. Density

275 Cement Treat. All 95 %

(Minimum Density is the percentage of density required based on results of Tex-113-E, Tex-114-E, Tex-120-E, and/or Tex-121-E)

Special Notes

Electronic files containing answered pre-letting questions and other project related design information will be placed in the following FTP site periodically.

Check this site for new information. Notices of new postings will not be sent out by the

Engineer.

The data located in these files is for non-construction purposes only and can be found at

TxDOT’s public FTP site at https://ftp.dot.state.tx.us/pub/txdot-info/Pre-Letting Responses/.

Access is read-only.

CCSJ: 001403088 Sheet: 2

All files in the FTP site are subject to the License Agreement shown on the FTP site.

To obtain a copy of the project plans free of charge, submit a request from the following site:

http://www.txdot.gov/business/letting-bids/plans-online.html

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

Area Engineer’s Email: _________Alfredo.Luera@txdot.gov

Assistant Area Engineer’s Email: _Luke.Bullard@txdot.gov

Design Manager’s Email: _______Christian.Mendoza@txdot.gov

For Q&A’s on Proposals navigate to https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors. Use the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the controls on the left. Hover over the blue hyperlink for the project you want to view the

Q&A for and click on the link in the window that pops up.

All questions submitted that generate a response will be posted through this site. The site is organized by District, Project Type (Construction or Maintenance), Letting Date, CCSJ/Project

Name.

Single lane closures, except as otherwise shown in the plans, will be restricted to off-peak hours as defined in the following table:

Peak Hours Off-Peak Hours

6 to 9 AM

Monday through

Friday

3 to 7 PM

Monday through

Friday

9 AM to 3 PM and

7 PM to 6 AM

Monday through

Friday

All day Saturday and Sunday

Work that requires closure of multiple travel lanes in the same direction, except as otherwise shown in the plans, are restricted to night hours between 9 PM and 6 AM.

Existing storm sewers and utilities are shown from the best available information. Verify the location of all underground facilities prior to starting work.

For dimensions of right-of-way not shown on the plans, see right-of-way map on file at the

TxDOT District Office.

Modifications to Lane Closure / Work Restrictions:

Submit a request in writing for approval by the Engineer a minimum of 10 days in advance of implementing a change to lane closure restrictions.

https://tableau.txdot.gov/views/ProjectInformationDashboard/NoticetoContractors

CCSJ: 001403088 Sheet: 3

When deemed necessary, the Engineer will lengthen, shorten, or otherwise modify lane closure restrictions as traffic conditions warrant.

When deemed necessary, the Engineer will modify the list of major events when new events develop, existing events are rescheduled, or when warranted.

Special Events/ Special Situations will be handled on a case-by-case basis. No work restricting lane closures is allowed from 3 PM a day before to 9 AM the day after the Special Event or

Special Situation.

The Contractor's attention is directed to the following list of temporary easements and their expiration dates:

Parcel Number Expiration Date

Complete all work in these easement areas prior to the expiration dates shown. In the event that work is done after these expiration dates, all costs for extending these dates will be paid by the

Contractor.

Remove all existing fences within the right of way and remove and replace all existing fences within easements where such fences conflict with the work. Protect the remaining fence from damage due to slacking. Erect temporary fencing in the easement areas as necessary to secure the property. Provide at least one week notice to the property owner prior to removing or relocating the fence. Restore permanent fencing to an equal or better condition.

Provide all-weather surface for temporary ingress and egress to adjacent property, as directed.

Materials, labor, equipment and incidentals necessary to provide temporary ingress and egress will not be paid for directly, but will be subsidiary to the various bid items.

Where necessary, the governing slopes indicated herein may be varied from the limits shown, to the extent approved.

On superelevated curves the shoulders will have the same cross-slope as the pavement, unless otherwise indicated.

On superelevated curves where the grade line is in a sag or on a flat grade, overlay the shoulders to the extent necessary to prevent trapping of water on the high side.

All driveway openings will be determined by the Engineer and will conform with Texas

Department of Transportation "Regulations for Access Driveways to State Highways" adopted

September 1953, and revised June 2004.

Locations and lengths of all private entrances are approximate only. The actual locations, lengths, lines, and grades are to be established in the field.

CCSJ: 001403088 Sheet: 4

Locations and lengths of all private entrances are approximate only. The actual locations, lengths, lines and grades are to be determined by the Engineer and shall conform to the regulations of The City of Burleson.

Do not discolor or damage existing curb and curb and gutter during construction operations. In the event of discoloration or damage, clean or repair as directed.

Remove the grass from the crown of shoulders or pavement edges by blading or other approved methods. Payment for this work will not be made directly, but will be subsidiary to the various items of the contract.

Locations shown for drainage structures refer to the control points of structures as follows:

1) Manholes, Inlets, and Junction Boxes—Locations are at the centroid of the structure;

when two structure types are specified, location is at the centroid of the top structure.

Bottom structure may be positioned as required to align with top structure, storm drain pipes and other adjacent structures.

2) Street Inlets—Locations are at the face of curb at a distance of L/2 from the end of the inlet.

3) Headwalls—Locations are to the outside face of the headwall at the centerline of the pipe or box structure. For pipe headwalls with Type "P" or "C" safety end treatment, locations are on the centerline of the pipe structure at the limit of payment for pipe.

Plugging of pipes or culverts will not be paid for directly, but will be subsidiary to the various bid items, unless otherwise shown on the plans.

Provide temporary drain openings at all low points or other drainage structures, as required, at the Contractor's expense.

Remove any obstructions to existing drainage due to the contractor's operations, as required, at the Contractor's expense.

Install all required concrete riprap flumes immediately following the construction of ditches in which they are to be placed. In addition, apply all erosion control measures as shown on the plans or as directed, immediately following construction of channels to their required line, grade, and section.

The City will perform certain preliminary work and will complete the work in such sequence and manner that the Contractor will be able to begin his work at the specified time.

The State will perform certain preliminary work and will complete the work in such sequence and manner that the Contractor will be able to begin his work at the specified time.

ITEM 450-7082 RAIL (TY T402) (HPC) (MOD)

CCSJ: 001403088 Sheet: 5

Item 4. Scope of Work

Reimbursement for project overhead will not be considered until project completion has extended beyond the original Contract Time.

Item 5. Control of the Work

When supplementary bridge plans, shop drawings, shop details, erection drawings, working drawings, forming plans, or other drawings are required, prepare and submit drawings electronically for the fabrication of structural items in accordance with the TxDOT Guide to

Shop Drawing Submittal available on the Department’s website

(https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html) and as directed for other items required by the Contract. Typical electronic sheet size shall be 11 inches x 17 inches with ½ inch margins.

When submitting shop drawings for review and approval, the “To” field in the email shall be the reviewing office only. The “CC” field shall include the following at a minimum; Prime

Contractor, FTW Shop Plan Email Address (FTW_ShopPlanReview@txdot.gov) (if not the reviewing office), and Area Office Personnel.

Items requiring shop drawings for review and approval are identified in the “Table of Structural

Items and Construction Processes” located in the shop drawing submittal cycle TxDOT website

(https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html).

Provide a minimum of 10 working days for shop drawing review if time requirement has not already been provided elsewhere on the plan set.

Bridge Shop Drawings shall be reviewed and approved by:

Texas Department of Transportation

FTW_ShopPlanReview@txdot.gov

Retaining Wall Shop Drawings shall be reviewed and approved by:

Other Miscellaneous Shop Drawings shall be reviewed and approved by:

Submit all sheets with a title in the lower right hand corner. The title must include the sheet index data shown on the lower right corner of the project plans, name of the structure or element or stream, sheet numbering for the shop drawings, name of the fabricator and the name of the

Contractor.

https://www.txdot.gov/business/resources/highway/bridge/shop-drawing-submittal-cycle.html mailto:FTW_ShopPlanReview@txdot.gov mailto:FTW_ShopPlanReview@txdot.gov mailto:FTW_ShopPlanReview@txdot.gov

CCSJ: 001403088 Sheet: 6

A precast concrete alternate may be submitted in accordance with the latest version of the Bridge

Design Manual – LRFD. The Contractor must submit the alternate design for review and approval. Acceptance or denial of an alternate is at the sole discretion of the Engineer. All alternate designs must be signed and sealed by a Professional Engineer. The contractor shall submit the PCA-SUB and/or PCA-SUP as required when providing a precast concrete alternate.

Impacts to the project schedule and any additional costs resulting from the use of alternates are the sole responsibility of the Contractor.

Item 7. Legal Relations and Responsibilities

Do not initiate activities in a project specific location (PSL) associated with a U.S. Army Corps of Engineers (USACE) permit area that has not been previously evaluated by the USACE as part of the permit review of this project. Such activities include, but are not limited to haul roads, equipment staging areas, borrow and disposal sites. “Associated” as defined here means materials are delivered to or from the PSL. The permit area includes all waters of the U.S. or associated wetlands affected by activities associated with this project. Special restrictions may be required for such work. The contractor will be responsible for all consultations with the

USACE regarding activities, including project specific locations (PSLs) that have not been previously evaluated by the USACE. Provide the Department with a copy of all consultations or approvals from the USACE prior to initiating activities.

The Contractor may proceed with activities in PSLs that do not affect a USACE permit area if a self-determination has been made that the PSL is non-jurisdictional or proper USACE clearances have been obtained in jurisdictional areas or have been previously evaluated by the USACE as part of the permit review of this project. The contractor is solely responsible for documenting any determinations that their activities do not affect a USACE permit area. Maintain copies of these determinations for review by the Department or any regulatory agency.

Document and coordinate with the USACE, if required, prior to any excavation hauled from or embankment hauled into a USACE permit area by either (1) or (2) below.

(1) Restricted Use of Materials for Previously Evaluated Permit Areas. Document both the project specific location (PSL) and its authorization. Maintain copies for review by the Department or any regulatory agency. When an area within the project limits has been evaluated by the USACE as part of the permit process for this project:

a. Suitable excavation of required material in the areas shown on the plans and cross sections as specified in Item 110 is used for permanent or temporary fill (Item

132, Embankment) within a USACE permit area;

b. Suitable embankment (Item 132) from within the USACE permit area is used as fill within a USACE evaluated area; and,

c. Unsuitable excavation or excess excavation [“Waste”] (Item 110) that is disposed of at a location approved by the Engineer within a USACE evaluated area.

CCSJ: 001403088 Sheet: 7

(2) Contractor Materials from Areas Other than Previously Evaluated Areas.

Provide the Department with a copy of all USACE coordination or approvals prior to initiating any activities for an area within the project limits that has not been evaluated by the USACE or for any off right of way locations used for the following, but not limited to haul roads, equipment staging areas, borrow and disposal sites:

a. Item 132, Embankment, used for temporary or permanent fill within a USACE permit area; and,

b. Unsuitable excavation or excess excavation [“Waste”] (Item 110, Excavation) that is disposed of outside a USACE evaluated area.

The total area disturbed for this project is 61.27 acres. The disturbed area in this project, all project locations in the Contract, and the Contractor project specific locations (PSLs), within

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

When a bridge deck is milled, seal coated and overlaid, remove excess material. Do not just broom to the sides of the bridge, under guardrail, etc. Cover or protect all sealed expansion joints and rails on bridges and all railroad tracks encountered as approved. Clean and repair all of these features if they weren’t properly protected at contractor’s expense. This work is subsidiary work to applicable bid items.

Prevention of Migratory Bird Nesting

It is anticipated that migratory birds, a protected group of species, may try to nest on bridges, culverts, vegetation, or gravel substrate, at any time of the year. The preferred nesting season for migratory birds is from February 15 through October 1. When practicable, schedule construction operations outside of the preferred nesting season. Otherwise, avoid nests containing migratory birds and perform no work in the nesting areas until the young birds have fledged.

Structures

Do not begin bridge and culvert construction operations until swallow nesting prevention is implemented, until after October 1 if it’s determined that swallow nesting is actively occurring, or until it’s determined swallow nests have been abandoned. If the State installed nesting deterrent on the bridges and culverts, maintain the existing nesting deterrent to prevent swallow nesting until October 1 or completion of the bridge and culvert work, whichever occurs earlier.