1017-03-040.pdf

Control 1017-03-040 Project C 1017-3-40 Highway FM 35 County HUNT

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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Highway FM 35 County HUNT

PROPOSAL TO THE TEXAS

TRANSPORTATION COMMISSION

2024 SPECIFICATIONS

Work Consisting of Widen Road - Add Shoulders

HUNT 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 232 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 1017-03-040

Project C 1017-3-40

Highway FM 35

County HUNT

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 1017-03-040 Project C 1017-3-40 Highway FM 35 County HUNT

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 1017-3-40 Proposal Sheet

HUNT 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 281.000 1 DOLLARS

and CENTS

104 7007

REMOV CONC (RIPRAP)

CY 30.000 2 DOLLARS

and CENTS

104 7011

REMOV CONC (DRIVEWAYS)

SY 1,129.000 3 DOLLARS

and CENTS

104 7046

REMOV CONC (MISC)

SY 356.000 4 DOLLARS

and CENTS

105 7052

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

SY 2,339.000 5 DOLLARS

and CENTS

110 7001

EXCAV (ROADWAY)

CY 22,931.000 6 DOLLARS

and CENTS

110 7002

EXCAV (CHANNEL)

CY 46.000 7 DOLLARS

and CENTS

112 7004

SUBGR WIDEN (DC)

SY 72.000 8 DOLLARS

and CENTS

132 7004

EMBANK (FNL)(DC)(TY B)

CY 18,509.000 9 DOLLARS

and CENTS

132 7015

EMBANK (VEH)(OC)(TY B)

CY 331.000 10 DOLLARS

and CENTS

152 7001

ROAD GRADER WORK (ORD COMP)

STA 2.000 11 DOLLARS

and CENTS

164 7005

BROADCAST SEED (TEMP_WARM)

SY 71,265.000 12 DOLLARS

and CENTS

164 7006

BROADCAST SEED (TEMP_COOL)

SY 71,265.000 13 DOLLARS

and CENTS

1-10

HUNT 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 142,530.000 14 DOLLARS

and CENTS

168 7001

VEGETATIVE WATERING

TGL 856.000 15 DOLLARS

and CENTS

216 7001

PROOF ROLLING

HR 33.000 16 DOLLARS

and CENTS

316 7067

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

GAL 45,585.000 17 DOLLARS

and CENTS

316 7136

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

CY 984.000 18 DOLLARS

and CENTS

341 7001

D-GR HMA TY-B PG64-22

TON 24,930.000 19 DOLLARS

and CENTS

351 7009

FLEXIBLE PAVEMENT STRUCTURE REPAIR

(10")

SY 150.000 20 DOLLARS

and CENTS

400 7006

CUT & RESTORING PAV

SY 82.000 21 DOLLARS

and CENTS

400 7007

CUT & RESTORE CONC PAVING

SY 264.000 22 DOLLARS

and CENTS

401 7001

FLOWABLE BACKFILL

CY 104.000 23 DOLLARS

and CENTS

402 7001

TRENCH EXCAVATION PROTECTION

LF 174.000 24 DOLLARS

and CENTS

403 7001

TEMPORARY SPL SHORING

SF 1,478.000 25 DOLLARS

and CENTS

416 7040

DRILL SHAFT (RDWY ILL POLE) (30 IN)

LF 8.000 26 DOLLARS

2-10

HUNT 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 21.000 27 DOLLARS

and CENTS

420 7061

CL C CONC (COLLAR)

EA 2.000 28 DOLLARS

and CENTS

432 7001

RIPRAP (CONC)(4 IN)

CY 0.340 29 DOLLARS

and CENTS

432 7002

RIPRAP (CONC)(5 IN)

CY 4.000 30 DOLLARS

and CENTS

432 7013

RIPRAP (MOW STRIP)(4 IN)

CY 70.000 31 DOLLARS

and CENTS

432 7043

RIPRAP (STONE PROTECTION)(18 IN)

CY 95.000 32 DOLLARS

and CENTS

438 7004

CLEANING AND SEALING EXIST JOINTS

(CL3)

LF 68.000 33 DOLLARS

and CENTS

462 7027

CONC BOX CULV (9 FT X 5 FT)

LF 112.000 34 DOLLARS

and CENTS

462 7063

CONC BOX CULV (5 FT X 4 FT)(EXTEND)

LF 18.000 35 DOLLARS

and CENTS

462 7076

CONC BOX CULV (8 FT X 4 FT)(EXTEND)

LF 11.000 36 DOLLARS

and CENTS

464 7003

RC PIPE (CL III)(18 IN)

LF 2,572.000 37 DOLLARS

and CENTS

464 7005

RC PIPE (CL III)(24 IN)

LF 456.000 38 DOLLARS

and CENTS

464 7007

RC PIPE (CL III)(30 IN)

LF 186.000 39 DOLLARS

3-10

HUNT 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.

464 7009

RC PIPE (CL III)(36 IN)

LF 40.000 40 DOLLARS

and CENTS

464 7010

RC PIPE (CL III)(42 IN)

LF 16.000 41 DOLLARS

and CENTS

466 7101

HEADWALL (CH - PW - 0) (DIA= 24 IN)

EA 1.000 42 DOLLARS

and CENTS

466 7103

HEADWALL (CH - PW - 0) (DIA= 30 IN)

EA 3.000 43 DOLLARS

and CENTS

466 7105

HEADWALL (CH - PW - 0) (DIA= 36 IN)

EA 1.000 44 DOLLARS

and CENTS

466 7106

HEADWALL (CH - PW - 0) (DIA= 42 IN)

EA 3.000 45 DOLLARS

and CENTS

466 7120

HEADWALL (CH - PW - S) (DIA= 36 IN)

EA 2.000 46 DOLLARS

and CENTS

466 7190

WINGWALL (PW - 2) (HW=6 FT)

EA 4.000 47 DOLLARS

and CENTS

466 7191

WINGWALL (PW - 2) (HW=7 FT)

EA 2.000 48 DOLLARS

and CENTS

467 7308

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

EA 191.000 49 DOLLARS

and CENTS

467 7325

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

EA 1.000 50 DOLLARS

and CENTS

467 7328

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

EA 25.000 51 DOLLARS

and CENTS

467 7346

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

EA 2.000 52 DOLLARS

4-10

HUNT FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

467 7348

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

EA 3.000 53 DOLLARS

and CENTS

472 7006

REMOV & RE - LAY PIPE (24 IN)

LF 77.000 54 DOLLARS

and CENTS

472 7008

REMOV & RE - LAY PIPE (30 IN)

LF 84.000 55 DOLLARS

and CENTS

472 7011

REMOV & RE - LAY PIPE (36 IN)

LF 28.000 56 DOLLARS

and CENTS

472 7012

REMOV & RE - LAY PIPE (42 IN)

LF 6.000 57 DOLLARS

and CENTS

480 7001

CLEAN EXIST CULVERTS

EA 1.000 58 DOLLARS

and CENTS

496 7004

REMOV STR (SET)

EA 37.000 59 DOLLARS

and CENTS

496 7005

REMOV STR (WINGWALL)

EA 6.000 60 DOLLARS

and CENTS

496 7006

REMOV STR (HEADWALL)

EA 1.000 61 DOLLARS

and CENTS

496 7007

REMOV STR (PIPE)

LF 2,937.000 62 DOLLARS

and CENTS

496 7008

REMOV STR (BOX CULVERT)

LF 126.000 63 DOLLARS

and CENTS

500 7001

MOBILIZATION

LS 1.000 64 DOLLARS

and CENTS

502 7001

BARRICADES, SIGNS AND TRAFFIC

HANDLING

MO 15.000 65 DOLLARS

5-10

HUNT 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.

503 7002

PORTABLE CHANGEABLE MESSAGE SIGN

EA 6.000 66 DOLLARS

and CENTS

505 7001

TMA (STATIONARY)

DAY 200.000 67 DOLLARS

and CENTS

505 7002

TMA (MOBILE OPERATION)

HR 160.000 68 DOLLARS

and CENTS

506 7002

ROCK FILTER DAMS (INSTALL) (TY 2)

LF 720.000 69 DOLLARS

and CENTS

506 7011

ROCK FILTER DAMS (REMOVE)

LF 720.000 70 DOLLARS

and CENTS

506 7039

TEMP SEDMT CONT FENCE (INSTALL)

LF 1,545.000 71 DOLLARS

and CENTS

506 7041

TEMP SEDMT CONT FENCE (REMOVE)

LF 1,545.000 72 DOLLARS

and CENTS

510 7003

ONE-WAY TRAF CONT (PORT TRAF SIG)

MO 6.000 73 DOLLARS

and CENTS

530 7006

DRIVEWAYS (CONC)

SY 779.000 74 DOLLARS

and CENTS

530 7010

DRIVEWAYS (ACP)

SY 790.000 75 DOLLARS

and CENTS

530 7015

DRIVEWAYS (BASE)

SY 1,231.000 76 DOLLARS

and CENTS

540 7002

MTL W-BEAM GD FEN (STEEL POST)

LF 850.000 77 DOLLARS

and CENTS

540 7005

MTL BEAM GD FEN TRANS (THRIE-BEAM)

EA 3.000 78 DOLLARS

6-10

HUNT 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.

540 7027

MTL BM GD FEN (LONG SPAN SYSTEM)

EA 2.000 79 DOLLARS

and CENTS

540 7029

MTL BM GD FEN TRANS (ANCHOR PLATE)

EA 3.000 80 DOLLARS

and CENTS

540 7039

TL-3 31" SHORT RADIUS (COMPLETE)

EA 1.000 81 DOLLARS

and CENTS

542 7001

REMOVE METAL BEAM GUARD FENCE

LF 300.000 82 DOLLARS

and CENTS

542 7002

REMOVE TERMINAL ANCHOR SECTION

EA 3.000 83 DOLLARS

and CENTS

544 7001

GUARDRAIL END TREATMENT (INSTALL)

EA 5.000 84 DOLLARS

and CENTS

544 7003

GUARDRAIL END TREATMENT (REMOVE)

EA 1.000 85 DOLLARS

and CENTS

560 7004

MAILBOX INSTALL-S (WC-POST) TY 3

EA 55.000 86 DOLLARS

and CENTS

560 7005

MAILBOX INSTALL-D (WC-POST) TY 3

EA 8.000 87 DOLLARS

and CENTS

560 7010

MAILBOX INSTALL-M (TWW-POST) TY 4

EA 2.000 88 DOLLARS

and CENTS

610 7124

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

EA 1.000 89 DOLLARS

and CENTS

618 7036

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

LF 120.000 90 DOLLARS

and CENTS

618 7037

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

LF 215.000 91 DOLLARS

7-10

HUNT 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.

620 7010

ELEC CONDR (NO.6) INSULATED

LF 460.000 92 DOLLARS

and CENTS

621 7002

TRAY CABLE (3 CONDR) (12 AWG)

LF 540.000 93 DOLLARS

and CENTS

624 7008

GROUND BOX TY D (162922)W/APRON

EA 2.000 94 DOLLARS

and CENTS

628 7118

ELC SRV TY D 120/240 060(NS)AL(E)EX(O)

EA 1.000 95 DOLLARS

and CENTS

644 7001

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

EA 55.000 96 DOLLARS

and CENTS

644 7004

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

EA 18.000 97 DOLLARS

and CENTS

644 7007

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

EA 5.000 98 DOLLARS

and CENTS

644 7031

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

EA 3.000 99 DOLLARS

and CENTS

644 7073

REMOVE SM RD SN SUP&AM

EA 81.000 100 DOLLARS

and CENTS

658 7019

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

EA 15.000 101 DOLLARS

and CENTS

658 7032

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

EA 6.000 102 DOLLARS

and CENTS

658 7056

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

EA 32.000 103 DOLLARS

and CENTS

658 7080

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

EA 18.000 104 DOLLARS

8-10

HUNT 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.

662 7008

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

LF 55,772.000 105 DOLLARS

and CENTS

662 7012

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

LF 1,540.000 106 DOLLARS

and CENTS

662 7030

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

EA 4.000 107 DOLLARS

and CENTS

662 7032

WK ZN PAV MRK NON-REMOV(W)36"(YLD

TRI)

EA 25.000 108 DOLLARS

and CENTS

662 7036

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

LF 5,780.000 109 DOLLARS

and CENTS

662 7038

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

LF 24,917.000 110 DOLLARS

and CENTS

662 7082

WK ZN PAV MRK REMOV (W)(ARROW)

EA 6.000 111 DOLLARS

and CENTS

662 7114

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

EA 1,394.000 112 DOLLARS

and CENTS

666 7024

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

LF 1,540.000 113 DOLLARS

and CENTS

666 7036

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

LF 564.000 114 DOLLARS

and CENTS

666 7042

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

EA 6.000 115 DOLLARS

and CENTS

666 7066

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

EA 4.000 116 DOLLARS

and CENTS

666 7090

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

EA 25.000 117 DOLLARS

9-10

HUNT FORM 234-B I-61-5M

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COUNTY

ALT

ITEM-CODE

UNIT BID PRICE ONLY.

WRITTEN IN WORDS UNIT APPROX

QUANTITIES

DEPT

USE

ONLY

ITEM

NO.

DESC

CODE

S.P.

No.

666 7117

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

LF 400.000 118 DOLLARS

and CENTS

666 7266

RE PROFILE PM TY I(W)6"(SLD)(100MIL)

LF 55,772.000 119 DOLLARS

and CENTS

666 7302

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

LF 5,780.000 120 DOLLARS

and CENTS

666 7305

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

LF 24,917.000 121 DOLLARS

and CENTS

672 7002

REFL PAV MRKR TY I-C

EA 5.000 122 DOLLARS

and CENTS

672 7004

REFL PAV MRKR TY II-A-A

EA 630.000 123 DOLLARS

and CENTS

680 7001

INSTALL HWY TRF SIG (FLASH BEACON)

EA 1.000 124 DOLLARS

and CENTS

680 7004

REMOVING TRAFFIC SIGNALS

EA 1.000 125 DOLLARS

and CENTS

682 7005

VEH SIG SEC (12")LED(RED)

EA 16.000 126 DOLLARS

and CENTS

684 7008

TRF SIG CBL (TY A)(12 AWG)(3 CONDR)

LF 73.000 127 DOLLARS

and CENTS

686 7063

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

EA 1.000 128 DOLLARS

and CENTS

3007 7001

BONDING COURSE

GAL 2,877.000 129 DOLLARS

10-10

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 1017-3-40

Highway FM 35 County HUNT

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:

Corey Hartwell P.E.

August 26, 2026

Seal Applies to CSJ(s):

All CSJs within the Contract

157736

Corey Hartwell

County: HUNT Control: 1017-03-040

Highway: FM 35 Sheet:

General Notes Sheet A

GENERAL NOTES

General:

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

Greenville Area Office Darius Haggard, P.E.- Darius.Haggard@txdot.gov Cole Stringer, P.E.- Cole.Stringer@txdot.gov

Questions may be submitted via the Letting Pre-Bid Q&A web page. This webpage can be accessed from the Notice to Contractors dashboard located at the following Address:

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

All contractor questions will be reviewed by the Engineer. All questions and any corresponding responses that are generated will be posted through the same Letting Pre-Bid Q&A web page.

The Letting Pre-Bid Q&A web page for each project can be accessed by using the dashboard to navigate to the project you are interested in by scrolling or filtering the dashboard using the controls on the left. Hover over the blue hyperlink for the project you want to view the Q&A for and click on the link in the window that pops up.

On Contractor request, earthwork cross sections and construction timelines will be posted to TxDOT’s Public FTP at the following Address:

https://ftp.dot.state.tx.us/pub/txdot-info/Pre-Letting%20Responses/ The site is organized by District, Project Type (Construction or Maintenance), Letting Date, CCSJ/Project Name.

Dispose of waste materials at an approved site. Furnish written approval from the property owner before disposal of waste materials.

Locate equipment a minimum of 30 feet from roadway when possible. Place signs and barricades as approved.

Stockpile sites for construction materials must be approved. Give at least 48 hours notification prior to stockpiling material.

Install lighting system and Flashing Beacon in accordance with the current Texas Manual on Uniform Traffic Control Devices and the current National Electrical Code unless otherwise specified on the plans.

Electrical licenses and certifications for this project will be as per Item 7 of the current Texas Standard Specifications and any special provisions to Item 7.

Furnish all materials and repair any sod, pavement, sidewalk, or other property damaged during the course of the construction, this is according to Article 7.15 of the standard specification.

Ensure that all materials furnished are corrosion resistant and exhibit no rust.

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General Notes Sheet B

Verify actual location of utilities and take adequate precautions to prevent damage to utilities, storm sewers, and existing signal equipment.

Item 5 Control of the Work:

The responsibility for the construction surveying on this contract will be in accordance with Section 5.9.3, Method C.

Working days will be computed and charged in accordance with Article 8.3.1.4 Standard Work Week.

Right and left are determined based upon the forward direction of stationing in the specific control section.

FINAL CLEANUP, prior to requesting final inspection the Contractor shall leave the work locations in a neat and presentable condition. This may include but is not limited to mowing, trimming and removal litter, debris, objectionable material, temporary structures, excess materials, and equipment from the work locations.

A precast concrete alternate may be submitted in accordance with the latest version of the Bridge Design Manual – LRFD. The Contractor must submit the alternate design for review and approval. Acceptance or denial of an alternate is at the sole discretion of the Engineer. All alternate designs must be signed and sealed by a Professional Engineer. Impacts to the project schedule and any additional costs resulting from the use of alternates are the sole responsibility of the Contractor.

Item 7 Legal Relations and Responsibilities:

No significant traffic generator events identified.

Item 8 Prosecution and Progress:

Before beginning work on this project submit in writing, for approval, a plan of construction operations outlining in detail a sequence of work to be followed.

Provide a Bar Chart progress schedule for this project.

This project includes SP 008-005 which allows up to a 90-day delay to begin work on the project to allow for Contractor Mobilization.

SP 008-005 (90-day delay) is required to allow for TxDOT to properly staff this project either with in-house or contract forces. This SP also allows the contractor ample time to obtain and schedule resources, material and manpower to ensure continuous prosecution of the work.

Roadway widening operations shall only be allowed on one side of the roadway at a time.

County: HUNT Control: 1017-03-040

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General Notes Sheet C

Item 8 Prosecution and Progress (cont.):

All pavement edges must be backfilled to a min 3:1 front slope prior to opening the road to 2-way traffic for nighttime operations.

Item 9 Measurement and Payment:

Items of work for the Monthly Estimate will be cut off on the 25th of each month. Items of work performed after the 25th will be processed and paid on the following month’s estimate. Material On Hand (MOH) will cut off on the 20th of each month. Special circumstances will be considered on a case-by-case basis.

Item 100 Preparing Right of Way:

Remove all trees to ROW line from centerline on both sides of roadway. At cross structures, remove trees to ROW line and within 100’ of the structure, parallel to the roadway. Remove underbrush and neatly trim trees and overhanging branches to produce a 60’ vertical clear area within the limits of Prep ROW. Remove any trees or underbrush that interferes with any construction operation, including relocation of ditches or other drainage elements. Receive approval of equipment used to trim limbs. A boom axe will not be allowed. Remove all trimmed debris from the ROW or mulch all debris and incorporate into the topsoil on State ROW to the satisfaction of the Engineer.

Item 105 Removing Treated and Untreated Base and Asphalt Pavement:

Salvaged driveway pavement shall be stockpiled in place and reused to supplement driveway materials after widening.

Process salvage material into pieces not larger than 2”. Construct separate stockpiles for asphaltic surfacing material and flexible base material.

Item 110 Excavation:

Material below finished subgrade elevation suspected of containing sulfates will be tested in accordance with Tex-145-E by the Department. Treat subgrade material to the required depth and width in accordance with the Soil Sulfates Mitigation General Notes.

Before excavation operations the existing topsoil shall be salvaged in a manner to preserve the vigor of the existing Bermuda grass sod per Item 160.3 Construction.

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General Notes Sheet D

Item 112 Subgrade Widening:

Limit daily subgrade widening operations to the amount of base widening (proposed depth) that can be completed daily.

Establish a clean vertical pavement edge line by saw cutting or milling.

All pavement edge drop-offs, at end of day, shall be backfilled in accordance with Edge Treatment Condition I on the “Treatment for Various Edge Conditions” sheet. Backfill material shall be approved by the Engineer.

Item 132 Embankment:

Test potential embankment sources using Tex-145-E to determine the presence and concentration of sulfates. Do not bring soil with greater than 3000 ppm sulfates into project.

Embankment sources containing sulfates that meet specification requirements may be used as fill material provided it is placed with at least one foot of separation from materials to be treated with lime, cement, or other calcium-based stabilizers. When soils are to be placed with less than one foot of separation from material to be treated with lime, cement, or other calcium-based stabilizers, process and treat such soils according to the Soil Sulfates Mitigation General Notes.

Excavation pits for project embankment made within 250 feet of State Right of Way must be approved.

Before embankment operations the existing topsoil shall be salvaged in a manner to preserve the vigor of the existing Bermuda grass sod per Item 160.3 Construction.

Embankment quantity in the Roadway table of the Quantity Summary shall be used to build the subgrade for the shoulder addition, grading, and backfilling.

Item 152 Road Grader Work:

Use road grader work to windrow sod (6” depth), construct slopes, construct/repair dirt driveways, prepare driveways for surfacing, grade ditches as necessary to establish drainage and redistribute sod on finished slopes

Cut ditches to proposed grade in the immediate vicinity of cross drain structures prior to placing Storm Water BMP devices at the early stages of the project.

If excess material is generated under this item, it may be utilized to construct slopes, or wasted as approved.

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General Notes Sheet E

Item 164 Seeding for Erosion Control, 166 Fertilizer:

Apply fertilizer with a ratio of 3-1-2 (N-P-K) over the areas to be seeded. This work will not be paid for directly, but will be considered subsidiary.

Item 168 Vegetative Watering:

Use water trucks equipped with a sprinkler system adequate to permit coverage of the entire seeded area from the roadbed. This equipment must be available to perform watering throughout the duration of vegetative establishment.

Water all seeded areas the day seed is applied. Thereafter, maintain the seeded areas in a well-watered condition throughout the duration of vegetative establishment.

Item 300 Asphalts, Oils, and Emulsions:

Provide 1L (1qt.) clean and dry screw top or friction-lid sampling cans as directed.

Furnish at least one sample of each type of asphalt used on the project for QA/QC purposes.

Item 316 Seal Coat:

Unless otherwise permitted by the Engineer in writing, the open season for asphalt placement will be:

May 15- August 31 for AC

Permission to place asphalt outside of the open season may require the contractor to place a fog seal at the contractor’s expense.

*Rates For Construction Projects

First Course

ITEM APPLICATION

1st Course

*Asphalt Type AC-20-5TR or AC-20XP *Asph. Rate (Gal/SY) 0.36 Aggregate Type B Aggregate Grade 4 Aggr. Rate (CY/SY) 1:130 Min. Cure Time

* The information above is intended to provide general guidance and as a basis of estimate.

Based on the season and weather conditions at the time, the engineer will determine the asphalt type and rates to be used at the time of application.

** Or as approved by the Engineer

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General Notes Sheet F

Item 341 Dense-Graded Hot-Mix Asphalt:

All surface mixes are to be SAC A.

The use of PG 64-22 asphalt is required.

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.

Specify Hot Mix Asphalt Concrete (HMAC) or Warm Mix Asphalt (WMA) at the time of design submittal. After design submittal, continue producing the chosen design unless otherwise approved.

RAP from contractor owned sources may be used if the RAP is fractionated. The course fraction of contractor owned RAP will not be allowed if it consists primarily of siliceous aggregates.

A tack coat is required for all overlay areas and for all longitudinal joints unless otherwise directed.

Evaluation of the mixture for moisture susceptibility will be performed by using test method TEX 530-C (boil test) and there shall be no evidence of stripping during design verification or at any time during production.

The maximum nighttime paved surface vertical differential will be limited to two inches. Prevent ponding of water on any travel ways that are exposed to traffic.

Perform all sampling for aggregate quality testing on stockpiles at the HMAC plant. Mixture sampling for QC/QA testing will typically be taken from the truck at the plant; however, the Engineer may direct that a sample be taken at any point or location of mixture during production, delivery or placement.

Preparation and construction of permanent / temporary transitions, terminations of mix courses and transitions to driveways and intersecting roadways is subsidiary to Item 341. This includes all labor, machinery, materials and incidentals to complete the work including planing, removal, hauling and stockpiling of materials and necessary clean-up.

Place HMAC for road widening operations with a road widening machine.

County: HUNT Control: 1017-03-040

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General Notes Sheet G

Item 351 Flexible Pavement Structure Repair:

Perform flexible pavement structure repair before the final pavement surfacing.

The Engineer shall determine locations for pavement repair.

Item 400 Excavation and Backfill for Structures:

Excavation and backfill for bridge, culvert and Safety End Treatment construction/installation will be subsidiary to Item 462, 464, 466, 467 and 472.

Pavement markings and RPM replacement will be subsidiary to “Cut and Restore Pavement”.

Cut and Restore Pavement: Backfill to top of pipe using HES flowable fill. Use an accelerator that produces a minimum strength of 250 psi in 4 hours. Provide rheofill or equivalent to ensure flowability. Anchor pipes to ensure no movement or displacement by the flowable fill. Furnish paper type cylinder test molds. Place flowable fill from the top of the pipe to within 10” of the existing pavement surface. Place Type B or C HMAC from the top of the flowable fill to the existing roadway surface. These items will be subsidiary to this item and will not be paid for directly.

Item 402 Trench Excavation Protection:

Submit a Trench Excavation Protection Plan to the Engineer a minimum of three weeks prior to use. The excavation support plan shall address excavation/protection methods, work sequencing, traffic control, backfill operations, etc.

Item 403 Temporary Special Shoring:

Submit a Temporary Special Shoring Plan to the Engineer a minimum of three weeks prior to use. The excavation support plan shall address excavation/protection methods, work sequencing, traffic control, backfill operations, etc.

Item 416 Drilled Shaft Foundations:

The locations shown on the plans for pole foundations are approximate.

Dispose of all excavated material off right-of-way at an approved location.

Concrete riprap is required for drill shaft foundations for Roadway Illumination Assemblies as shown on standard sheet RID (2)-20.

Provide single pole watertight breakaway electrical connectors shown on the TxDOT's Material Producer List (MPL) in the file "Roadway Illumination and Electrical Supplies." See the latest RID (1)-20 standard for additional details.

County: HUNT Control: 1017-03-040

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General Notes Sheet H

Item 420 Concrete Substructures:

Do not use membrane curing for structural elements.

Item 432 Riprap:

The Engineer may adjust placement of riprap in the field.

Filter fabric is required for stone riprap.

Bridge demolition waste concrete may be used for stone rip rap. Cut protruding rebar within 2” of concrete surface. Maximum waste concrete cobble size shall match proposed stone rip rap Dmax size.

Item 462 Concrete Box Culverts and Drains:

Required excavation and backfill will be subsidiary to this Item.

Item 464 Reinforced Concrete Pipe:

Required excavation and backfill will be subsidiary to this Item.

Concrete pipe collars shall be subsidiary this item

Item 466 Headwalls and Wingwalls:

Culvert wingwall construction quantity shall be counted by culvert end, i.e. both wings attached to one culvert end shall be counted as one complete wingwall.

Unless shown in plans to obtain from offsite source, obtain headwall and wingwall backfill from ROW and perform grading to shape ditch to headwall/wingwall, per Engineers directions. This work will be subsidiary to this Item.

Unless approved by Engineer, all parallel wings shall be installed parallel to roadway.

Riprap apron, between wingwalls, will be subsidiary to this Item.

Required excavation, backfill and pipe saw cutting will be subsidiary to this Item.

Removed headwalls and wingwalls may be broken into riprap size pieces (12” average diameter) for use as stone riprap on the project. Cut protruding steel reinforcement flush with concrete pieces. Broken concrete and riprap must be stored according to the requirements for material stockpiles indicated on the BC standards.

Headwalls shall be constructed parallel to the roadway pavement edge.

County: HUNT Control: 1017-03-040

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General Notes Sheet I

Item 467 Safety End Treatment:

Parallel pipe culverts ~ 30" diameter and smaller require precast SET unless directed by the Engineer to use cast-in-place SETs when precast SETs would project over 3" above surrounding ground surface or when otherwise indicated in the plans. Additional work to install cast in place SETs will be subsidiary to this Item.

Cross pipe culverts ~ 30" diameter and smaller require precast SET unless indicated otherwise in the plans.

Repair damage culvert ends prior to SET installation. Straighten CMP ends by straightening or cutting off damaged ends. Paint cut off ends with zinc paint. Repair minor damaged RCP ends with epoxy mortar. This work will be subsidiary to this Item.

When necessary to close connection gaps, grout precast SETs to culvert ends. Materials, labor and equipment will be subsidiary to this item.

On existing CMP parallel culverts with mitered metal ends, construct concrete cast in place SETs or remove the mitered ends and install precast or cast-in-place SETs. Replace/remove existing mitered metal ends that are not 6:1 or flatter.

Required excavation, backfill and pipe saw cutting will be subsidiary to this Item.

Unless shown in the plans to obtain backfill from offsite source, obtain SET backfill from the Right-of-Way. This work will be subsidiary to this Item.

Placement of concrete Riprap between multiple SETs on multiple barrel culverts will be subsidiary to this Item.

During SET installation, unless indicated otherwise in the plans, match SET flow line grade with the culvert flow line grade.

Removal and disposal of existing headwalls and wingwalls for parallel culverts will be subsidiary to this Item. Removed concrete headwalls and wingwalls may be broken into riprap size pieces (12” average diameter) for use as stone riprap. Cut protruding steel reinforcement.

Broken concrete and riprap must be stored according to the requirements for material stockpiles indicated on BC(10)-21.

Item 472 Removing and Re-Laying Culvert:

Seal reinforced concrete pipe joints with either the original manufacturers seal or cementitious mortar per DMS-4675.

Required excavation and backfilling will be subsidiary to this Item. Obtain backfill from Right-of-way unless indicated otherwise in the plans.

County: HUNT Control: 1017-03-040

Highway: FM 35 Sheet:

General Notes Sheet J

Item 496 Removing Structures:

Culvert wingwall removal quantity shall be counted by culvert end, i.e. both wings attached to a culvert end shall be counted as one wingwall removal.

The Contractor shall coordinate with the county commissioner for transferring salvageable materials such as beams, piling, and concrete riprap. The Contractor shall dispose of remaining materials.

Item 502 Barricades, Signs and Traffic Handling:

The Contractor Force Account “Safety Contingency” that has been established for this project is intended to be utilized for work zone enhancements, to improve the effectiveness of the Traffic Control Plan, that could not be foreseen in the project planning and design stage. These enhancements will be mutually agreed upon by the Engineer and the Contractor’s Responsible Person based on weekly or more frequent traffic management reviews on the project. The Engineer may choose to use existing bid items if it does not slow the implementation of enhancement.

The following items will be required for flagger on this project:

1. Flaggers are required to wear a white hard hat while performing flagging operations.

2. Flaggers will be required at the intersection of all State maintained roadways.

3. Flaggers are required at the residential neighborhood entrances when construction operations interfere with safe ingress and egress as listed; Creek Dr, Woodland Dr, Glorioso Dr, Park Glen Avenue, Mercer Dr, and Cider Ridge Lane. Flaggers may be required at other high traffic generating intersections/driveways as deemed necessary by the Area Engineer.

The traffic control plan for this contract consists of the installation and maintenance of warning signs and other traffic control devices shown in the plans, specification data which may be included in the general notes, applicable provisions of the Texas Manual on Uniform Traffic Control Devices (TMUTCD), traffic control plan sheets included in the plans, standard BC sheets and Item 502 of the Standard Specifications.

Do not begin Item 502, Barricades, Signs, and Traffic Handling, on the roadway until both of the following conditions are met:

1. The work schedule is approved.

2. No more than 5 workdays will pass between the beginning of Item 502 and the actual commencement of roadway work bid items.

Furnish a phone number reachable 24 hours a day. Be available to return call within two hours.

The final estimate will be withheld until all disturbed areas are covered with at least 70% perennial vegetative cover.

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General Notes Sheet K

Correct all deficiencies within the time frame noted on the Traffic Control Device Inspection Form 599. Failure to make corrections within time frame specified may result in no payment for this Item for the month of the noted deficiency.

Provide shadow vehicles equipped with Truck Mounted Attenuators (TMA) as shown on Traffic Control Plan (TCP) standards.

Ensure that all travel lanes are open at night.

Provide pilot car during one lane/two-way traffic operations.

Road closures must be approved by the Engineer. Provide a two-week advance notice to the Engineer prior to desired roadway closure period. Begin display of closure information on PCMBs ten days prior to roadway closure.

The total months of barricades includes the number of working days plus the winterization period.

The regulatory speed limit will be reduced for this project to a maximum of 50 MPH in construction areas. Signs, materials, equipment and labor shall be subsidiary to Item 502.

The traffic control plan for this contract consists of the installation and maintenance of warning signs and other traffic control devices shown in the plans, specification data which may be included in the general notes, applicable provisions of the Texas Manual on Uniform Traffic Control Devices (TMUTCD), traffic control plan sheets included in the plans, standard BC sheets and Item 502 of the Standard Specifications.

Item 503 Portable Changeable Message Sign:

Six (6) portable changeable message boards are required for advance warning.

Item 505 Truck-Mounted Attenuator (TMA) and Trailer Attenuator (TA):

Shadow vehicles with truck mounted attenuator (TMA) are required on the traffic control plan and TCP standards for this project. The contractor will be responsible for determining if one or more of these traffic control operations will be ongoing at the same time to determine the total number of TMAs needed for the project.

County: HUNT Control: 1017-03-040

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General Notes Sheet L

Item 506 Temporary Erosion, Sedimentation & Environmental Controls:

The Temporary Erosion Control measures for this project will consist of using the following items, as directed:

1. Temporary Silt Fence

2. Rock Filter Dams: All rock filter dams shall be installed with 6:1 slopes regardless of their location on the project. Failure to do so will result in no payment for the dam.

Silt fences will remain the property of the Contractor upon completion of the project. The final estimate will not be released until all silt fences have been properly removed, or as directed and 70% establishment of vegetative cover is obtained.

Acquire approval for any change to the location of temporary sediment fence, as shown in the plans, prior to installation. Placement of erosion protection devices may be altered, as directed, to satisfy the requirements of the SWP3.

The pay item to remove rock filter dams will require only a partial removal after 70 percent perennial vegetation has been established and approved. When removing the rock filter dams, leave the lower layer of rock adjacent to the ground in place so as not to disturb the soil.

Refer to the SWP3 sheet for the total disturbed area for the project.

The disturbed area in this project, all project locations in the Contract, and Contractor project specific locations (PSLs) within one mile of the project limits 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. Obtain any required authorization from the TCEQ for any Contractor PSLs for construction support activities on or off ROW.

When the total area disturbed for all projects in the Contract and PSLs within one mile of the project limits exceeds five acres, provide a copy of the Contractors NOI for PSLs on the ROW (to the appropriate MS4 operator when on an off-system route).

Item 540 Metal Beam Guard Fence:

Reinstall removed MBGF and SGT’s on the same day.

MBGF delineation shall be installed within ten (10) working days of the completion of each MBGF section. Concrete mow strip is not considered to be a part of this work.

Item 542 Removing Metal Beam Guard Fence:

Removed MBGF rail shall be retained by the Contractor.

Removed re-usable MBGF rail shall be stockpiled at the TXDOT Area Office located at 3001 IH 30 East, Greenville, TX.

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General Notes Sheet M

Item 560 Mailbox Assemblies:

Install new mailboxes unless the property owner chooses to have an existing, compliant mailbox reinstalled. Return all custom non-compliant mailboxes to the property owner.

All new mailboxes furnished and installed by the contractor will display the address number using one inch (1”) adhesive back numbering. The color, type, and style of numbering shall be consistent throughout the project.

Install Type 2 Mailbox foundations. Set the mailbox foundations in 12” diameter by 30” deep concrete (Class B) foundations.

Item 585 Ride Quality for Pavement Surfaces:

Use Surface Test Type A to evaluate ride quality of the final pavement surface on travel lanes and shoulders in accordance with Item 585, “Ride Quality for Pavement Surfaces.”

Item 610 Roadway Illumination Assemblies:

Luminaries are located as shown on plans.

Label each luminaire pole and controller cabinet with a number according to the plans. Provide 4

in. black vinyl characters or stenciled painted characters.

Fabricate steel roadway illumination poles in accordance with TxDOT RIP standard sheets.

Poles fabricated according to the RIP Standards require no shop drawings.

Alternate designs to RIP 2019 or the use of aluminum to fabricate poles will require the submission of shop drawings electronically. For instructions on submitting shop drawings electronically go to TxDOT home page, Business with TxDOT, Bridge information, Shop drawings. File is titled: “Guide to Electronic Shop Drawing Submittal.”

After construction is complete, all circuits are checked, and it is determined that the luminaires are ready to turn on, notify District Transportation Operations to perform a preliminary check of all illumination plan details. When District Transportation Operations deem the system is complete, begin the test period.

Item 618 Conduit:

Use rigid metal sweep ells for all conduits entering the controller base.

Rigid metallic conduit elbows that are required to be installed on conduit system will not be paid for directly but will be considered subsidiary to the various bid items.

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General Notes Sheet N

Where the rigid metal conduit is exposed at any point, and where rigid metal conduit extends into ground boxes, bond the metal conduit to the grounding conductor with grounding type bushings or by other UL listed grounding connectors as approved.

Attach all conduits to any type of pole with conduit straps spaced at maximum intervals of five feet and within three feet of each side of any enclosure.

Provide boring equipment capable of tracking location and depth of bore head at all times. Bore head must be able to change bore direction without removing bore head. Mark depth of conduit at ten feet intervals along the length of bore and provide a copy of depth and location information.

Make all threaded conduit and conduit fittings wrench tight.

Shore pits for jacking or boring conduit when closer than five feet to the back of the curb.

Consider shoring subsidiary to this item.

Maintain a minimum vertical cover of 24 inches on all conduits except when it crosses flow line at which point it is a minimum of 36 inches.

Maximum depth of sweep ells will be 36 inches unless otherwise shown.

Item 620 Electric Conductor:

Install a continuous #6 AWG XHHW green ground wire throughout the traffic signal system.

Bond grounding conductors that share the same conduit, junction box, ground box or structure at every accessible point in accordance with the current National Electric Code and TxDOT Standard Sheets.

Item 621 Tray Cable:

Identify luminaire wiring at the fuse holder in the pole base as to line side, load side, and luminaire number.

Label tray Cable in the load center within 2 inches of termination as to what they serve.(FB A, FB C, ILLUM A, ILLUM B, etc.)

Item 624 Ground Box:

Install the end of all conduits between 10 and 15 inches from the bottom of the ground box cover on all Type D ground boxes. These are in lieu of measurements shown on Electrical Detail Sheet- ED (4).

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General Notes Sheet O

Item 628 Electrical services:

Use existing electrical service. Install according to utility company requirements. Coordinate service with Engineer.

Install the supplied streetlight monitoring and control system on each electrical service.