ALABAMA Department of Transportation

www.dot.state.al.us

Notice to Contractors Transportation Letting

10:00 am

Alabama Department of Transportation 1409 Coliseum Boulevard, Room E-108

Montgomery Alabama 36110

Plans and Proposals telephone: 334.242.6444

e-mail: offengr@dot.state.al.usfax: 334.264.7976 cell: 334.322.1754 cell: 334.850.5328

NOTICE TO CONTRACTORS

Contractors are reminded they must be registered as a vendor with the State Comptroller in the STARRS system prior to receiving payment from the State of Alabama. Contractors may register at the following

website: http://vendors.alabama.gov. As a part of their registration with STARRS,

contractors should use the exact Company Name that was used on the ALDOT Prequalification Form to

avoid possible delays in payment.

NOTICE TO CONTRACTORS

Your attention is directed to Special Provision No. 12-0095(2) (Disadvantaged Business Enterprise)

which became effective January 1, 2017.

Modifications were made to sections 111.03, 111.09(a) and 111.09(b) of this Special Provision.

These sections will require the apparent low bidder to submit their DBE utilization plan

within FIVE calendar days of the letting date to the Department, and contain severe penalties if

the apparent low bidder fails to do so.

NOTICE TO CONTRACTORS

Your attention is directed to CIM 2-2004 Payments to

Subcontractors, which became effective November 23,

2004.

While Special Provision No. 02-0125(4) has been

revised since this time, Article 109.08 of the Standard

Specification still outlines the requirements for prime

contractors to pay their subcontractors. This

specification requirement is based on the Code of

Federal Regulations. To ensure that the requirements

are being followed, an audit procedure was developed

and is outlined in CIM 2-2004. A review of our

procedures by FHWA over the last year indicates

that project personnel are not performing these

reviews as outlined in the CIM. This procedure is

currently being emphasized to the Regions/Areas and

their project personnel. Contractors should also be

reminded of the timeframes to pay their

subcontractors as required and to comply with these

payment reviews when requested. ALDOT

anticipates FHWA doing follow-up reviews to assess

our compliance with the regulations and enforcement

of the specification and CIM procedure.

ALABAMA

DEPARTMENT OF TRANSPORTATION CONSTRUCTION BUREAU

1409 COLISEUM BOULEVARD MONTGOMERY, ALABAMA 36110

Telephone: (334) 242-6208 FAX: (334) 264-3727

Bob Riley Governor

Joe McInnes Transportation Director

November 23, 2004

Construction Information Memorandum No. 2-2004 TO: All Division Engineers ATTN: Division Construction Engineers and Division County Transportation Engineers FROM: Terry McDuffie Construction Engineer RE: Payments to Subcontractors Special Provision No. 02-0125(4) revises the requirements for payments to subcontractors under Article 109.08 of the Standard Specifications. This special provision, effective with the July 30, 2004 letting, states that prime contractors shall not withhold retainage from payments due to subcontractors or lower tier subcontractors unless interest is paid on the withheld amount in accordance with the requirements given in State law (Alabama Code 41-16-3(d)). In addition, the special provision states the prime contractors shall make payments to all subcontractors for the portion of the work satisfactorily completed by the contractors within 7 calendar days of the contractor’s receipt of a partial payment from ALDOT. It also requires that an authorized company representative sign a notarized certification of payment stating that all subcontractors active on the project for a particular estimate period were paid within the 7 calendar days after their receipt of a partial payment. Furthermore, it goes on to explain the consequences for failure to comply with this requirement and the possible punitive actions if an ALDOT audit revealed findings that were contradictory to the contractor’s certifications. All of the requirements listed in this paragraph became effective in September of 2003 under Special Provision No. 02-0125(2). In an effort to check/audit the contractor’s compliance with this contract requirement, the Department will require the Project Engineer make a detailed review of the payment records. This review will be similar to that for Contractor Labor Reports as required by Article 1:2:I of the Construction Manual. This review shall include the contractor’s monthly estimate, a breakdown of the subcontractor’s pay items and monthly quantities, a copy of the cancelled check, and a copy of the notarized certification statement. This type of review will be required for every six months of project life. The actual time of the review shall be determined at random by the Project Engineer during the six month interval, and

All Division Engineers CIM 2-2004 Page 2 additional reviews may be directed, if necessary. He/she will furnish a copy of all of payment compliance reviews to the Division Office. The Division shall forward any non-compliance findings to this office for review and further handling. Please advise should you have any questions concerning this memorandum. TM/WJP/wjp Attachments pc: Mr. D.W. Vaughn Mr. G. M. Harper Mr. Frank Courson Mr. Lamar McDavid Ms. Alvena Williams Mr. Alton Treadway Mr. Clay McBrien Mr. Joe Wilkerson, FHWA Alabama Roadbuilders Association Alabama Asphalt Paving Association Alabama Bridge Construction Association File

NOTICE TO CONTRACTORS

The Alabama Immigration Law, Beason-Hammon Alabama Taxpayer

and Citizen Act, requires that a certificate of compliance form be

completed and submitted to the Department for each contract prior to

award. This form must have an original signature, and the project cannot

be awarded without the form. This is effective beginning with the

January 31, 2014 letting.

This certificate of compliance form is available on ALDOT’S website

(http://www.dot.state.al.us/Project Letting Information) and should be

furnished to the Alabama Department of Transportation by the apparent

low bidder within 10 days of the letting for non-early award contracts,

and within 5 days for early award contracts at the following address:

Alabama Department of Transportation

C/o Ms. Lori Coleman

1409 Coliseum Boulevard, Room E-101

Montgomery, Alabama 36110

ALABAMA DEPARTMENT OF TRANSPORTATION 1409 Coliseum Boulevard, Montgomery, Alabama 36110

Bureau of Office Engineer Plans and Proposals Section

Telephone: 334-322-6444 FAX: 334-264-7976 www.dot.state.al.us

Kay Ivey John R. Cooper Governor Transportation Director

May 5, 2017

If you have questions about the plans or proposals, please make sure you have

thoroughly reviewed them and the applicable sections of the Standard

Specifications as it applies to your question. If further clarification is needed,

please contact the Plans and Proposal Section of the Bureau of Office Engineer

with any questions you may have. We strongly encourage you to e-mail us at

offengr@dot.state.al.us. We will work with you to resolve any issues.

ALABAMA DEPARTMENT OF TRANSPORTATION1409 Coliseum Boulevard, Room E-108, Montgomery, Alabama 36130-3050

Bureau of Office EngineerPlans and Proposals Section

Telephone: 334-242-6444 Fax: 334-264-7976www.dot.state.al.us

Robert Bentley John R. CooperGovernor Transportation Director

, 201

Re: 201 Calendar YearBid Tabulations Subscription Alabama Department of Transportation Lettings

To Whom It May Concern:

Bid Tabulations are available, at no charge, at the Alabama Department of Transportation website: www.dot.state.al.us. If you prefer to subscribe to the mail out service there is a fee of $35.00 per calendar year.

Please mail check payable to “Alabama Department of Transportation” and mail it to:

ALABAMA DEPARTMENT OF TRANSPORTATION C/O OFFICE ENGINEER

1409 COLISEUM BOULEVARD ROOM E-108 MONTGOMERY, AL 36110

Please return this letter with your remittance and type your address in the space provided below as you wish it to appear on our mailing list. Please note we are limited to 4 lines of 35 spaces each.

__________________________________

__________________________________

__________________________________

__________________________________

ALABAMA DEPARTMENT OF TRANSPORTATION1409 Coliseum Boulevard, Room E-108, Montgomery, Alabama 36130-3050

Bureau of Office EngineerPlans and Proposals Section

Telephone: 334-242-6444 Fax: 334-264-7976www.dot.state.al.us

Robert Bentley John R. CooperGovernor Transportation Director

, 201

Re: 201 Calendar YearNotice to Contractors Subscription Alabama Department ofTransportation Lettings

To Whom It May Concern:

The Notice to Contractors, are available, at no charge, at the Alabama Department ofTransportation website: www.dot.state.al.us. If you prefer to subscribe to the mail out service there is a fee of $40.00 per calendar year.

This mailing fee applies to all people who desire the service including Contractors, Subcontractors, Suppliers, General Public, etc.

Please make your check payable to “Alabama Department of Transportation” and mail it to:

ALABAMA DEPARTMENT OF TRANSPORTATION C/O OFFICE ENGINEER

1409 COLISEUM BOULEVARD, ROOM E-108 MONTGOMERY, AL 36110

Please return this letter with your remittance, and type or print your company name with your current address in the spaces below as you wish it to appear on our mailing list. Please note we are limited to 4 lines of 35 spaces each.

____________________________________________

____________________________________________

____________________________________________

____________________________________________

____________________________________________

ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD

MONTGOMERY ALABAMA 36110-2060

201 SPECIAL AND STANDARD HIGHWAY DRAWINGS

The Alabama Department of Transportation is using the 201 Edition of the Special and Standard Highway Drawings Book for projects let during Calendar Year 201 . This book is published in two volumes. Volume I contains U.S. Customary (English) Units and Volume II contains Metric Units of measurement.

Printed volumes may be purchased separately at the cost of $125.00 each which includes standard ground shipment via UPS. A compact disk (CD) is available for $25.00. The CD contains both English and Metric Drawings. If you prefer that the books be sent overnight by another carrier you should provide your account number below.

The books are also available on our website at www.dot.state.al.us. Look for the Project Letting link.

Please complete the request form below and mail it, along with a check or money order made payable to “Alabama Department of Transportation” to:

Alabama Department of Transportation Bureau of Office Engineer, Plans & Proposal Section

1409 Coliseum Boulevard – Room E-108 Montgomery Alabama 36110-2060

Company Name: _________________________________________________________________________________

Shipping Address: _______________________________________________________________________________

_______________________________________________________________________________

Quanity: _______x $125.00 per U.S. Book == $_______________

_______x $125.00 per Metric Book == $_______________

_______x $25.00 per Compact Disk == $_______________

Total: $_______________

Delivery Options (Select One) _______Standard UPS Ground _______Overnight, Provide Shipping Acct Number: ________________________ _______Pick up

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1. ALDOT Project Number2. County3. Region4. Prime Contractor For the Project5. DBE for this Report6. Date of Report7. ALDOT Estimate Number8.9.

10.

11. Unit Price of Work12. Units13.14.15. Units Performed to Date16.17.18.19.20.

Submittals: 1) Invoices are required for all supplier and manufacturer credit.2) Tickets are required for all “Stocking the Plant” hauling. 3) In lieu of completing the form, the prime contractor may note “See attached” on the

form and attach a similar form (i.e. subcontractor estimate) provided it has the same data. If the contractor chooses to do this, he will have to adjust the credit on the actual DBE-10 if the DBE is a supplier.

Notes: 1) If data is entered electronically via Excel file, Blocks 14, 16, 18 and 19 will calculate amounts and totals based on unit entries.

2) The form format is for the contractor's convenience. Every effort is made to ensure accuracy, but the prime contractor is responsible for checking all calculations prior to submittal.

3) The worksheets in this workbook are protected (but not password protected) to allow you to tab through only the fields that require data entry. If you need to make changes to the worksheet you can unprotect the worksheets by going to the menu (Tools Protection UnProtect Sheet ). Just remember if you unprotect a worksheet, you will need to check the accuracy of the calculations to make certain the formulas were not altered or that the formulas work correctly.

Type of DBE, i.e. Contractor (C), Supplier (S), Manufacturer (M), or Brokerage/Fee (BF) work

Units of Work Accomplished this PeriodAmount Performed for this Period (Block 11 times Block 13)

Revised 5-2015

Alabama Department of TransportationALDOT Form DBE 10 Instructions

Instructions

Work Period for this Estimate (Beginning Date - Ending Date)Description of Work - Must include Pay Item No. and Description (Also denote if Partial such as Hauling, Stocking, Furnish & Tie, S.I.P. Forms, etc.)

Amount Performed to Date (Block 11 times Block 15)Comments Pertinent to this DBE-10Total of Amounts in Block 14Total of Amounts in Block 16Signature of Prime Contractor's Authorized Representative, Printed Name & Title and Date Signed

COMPANY NAME: BY:

MAIL ADDRESS:

SHIPPING ADDRESS:

CITY, STATE, ZIP:

CITY, STATE, ZIP: PHONE:

DELIVERY OPTIONS:

(CHECK ONE)

STANDARD MAIL/SHIP (VIA UPS)

OVERNIGHT (PLEASE PROVIDE YOUR FED-EX ACCT #_________________________)

WILL PICK UP

PLANSPRICE

BIDDINGPROPOSAL(ONE EACH)

PLANSQTY.

Non-bid (sample) proposals are available upon request. Sample bidding proposals will not be accepted asofficial bidding proposal submission.

NOTE: You must be pre-qualified to purchase a bidding proposal and are limited to one bidding proposalper project. Bidding files are available at our website http://alletting.dot.state.al.us.

NON-BIDPROPOSAL

QTY.

$56.00 001 . IMF-I065(419), ETC., CHILTON$5.00 $5.00

$4.00 003 . STPPC-ACAA59578-ATRP(013), RUSSELL$5.00 $5.00

$8.00 006 . ACBRZ59327-ATRP(007), CHOCTAW$5.00 $5.00

$15.00 007 . ACBRZ59636-ATRP(007), MACON$5.00 $5.00

$4.00 011 . ACNU58354-ATRP(003), MACON$5.00 $5.00

$5.00 012 . ACNU58583-ATRP(009), ETC., GENEVA$5.00 $5.00

$13.00 013 . ACNU59622-ATRP(004), ETC., DALLAS$5.00 $5.00

$6.00 014 . ACNU60585-ATRP(003), ETC., LOWNDES$5.00 $5.00

$5.00 017 . ACNU61047-ATRP(008), MACON$5.00 $5.00

$12.00 018 . ACNU66551-ATRP(006), TALLADEGA$5.00 $5.00

$23.00 020 . BR-0018(503), FAYETTE$5.00 $5.00

$39.00 021 . BR-0055(502), COVINGTON$5.00 $5.00

$8.00 027 . ERPR-9010(137), RUSSELL$5.00 $5.00

$5.00 028 . ERPR-9010(139), COFFEE$5.00 $5.00

$14.00 029 . ERPR-9010(933), BARBOUR$5.00 $5.00

$14.00 030 . ERPR-9010(964), MACON$5.00 $5.00

$7.00 034 . FBD-STPAA-FB12(900), BALDWIN$5.00 $5.00

$3.00 037 . FLAP-FLAP(013), CLARKE$5.00 $5.00

$9.00 040 . HSIP-0008(585), MARENGO$5.00 $5.00

$6.00 043 . NH-0001(597), ETOWAH$5.00 $5.00

$5.00 044 . NH-0001(598), ETOWAH$5.00 $5.00

$3.00 045 . NH-0002(575), LAUDERDALE$5.00 $5.00

$5.00 046 . NH-0007(545), JEFFERSON$5.00 $5.00

$4.00 047 . NH-0008(588), DALLAS$5.00 $5.00

$51.00 048 . NH-0012(561), HOUSTON$5.00 $5.00

$9.00 049 . NH-0193(505), MOBILE$5.00 $5.00

$12.00 050 . NH-0038(536), TALLAPOOSA$5.00 $5.00

May 26, 2017

$7.00 052 . NH-HSIP-0074(539), WINSTON$5.00 $5.00

$9.00 055 . NH-0003(609), ETC., SHELBY$5.00 $5.00

$10.00 056 . STPAA-0007(543), GREENE$5.00 $5.00

$11.00 058 . STPAA-0025(548), SHELBY$5.00 $5.00

$4.00 059 . STPAA-0053(580), SHELBY$5.00 $5.00

$3.00 060 . STPAA-0116(250), AUTAUGA$5.00 $5.00

$4.00 061 . STPAA-0119(511), JEFFERSON$5.00 $5.00

$6.00 065 . STPAA-HSIP-0018(507), LAMAR$5.00 $5.00

$9.00 066 . STPAA-HSIP-0028(511), SUMTER$5.00 $5.00

$3.00 067 . STPAA-HSIP-0050(504), TALLAPOOSA$5.00 $5.00

$2.00 068 . STPAA-HSIP-0051(514), BULLOCK$5.00 $5.00

$5.00 074 . STPNU-1017(251), ETC., CHEROKEE$5.00 $5.00

$3.00 075 . STPNU-1917(250), COOSA$5.00 $5.00

$3.00 076 . STPNU-2116(252), ETC., CRENSHAW$5.00 $5.00

$3.00 077 . STPNU-3616(250), JACKSON$5.00 $5.00

$3.00 078 . STPNU-3916(251), LAUDERDALE$5.00 $5.00

$3.00 081 . STPOA-3517(250), HOUSTON$5.00 $5.00

$12.00 084 . ST-002-I65-002, BALDWIN$5.00 $5.00

$5.00 088 . 99-707-030-082-701, BARBOUR$5.00 $5.00

THE PROJECT (S) BELOW HAVE BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BY QUALIFIED SBECONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT AND ALDOT OFFICE ENGINEER.

$7.00 200 . BRZ-5216(250), MORGAN$5.00 $5.00

PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

EACH QTY.

** SEND ONE CHECK ONLY.** FAX OR E-MAIL ORDERS REQUIRE A COPY OF THE CHECKMAKE CHECKS PAYABLE TO: ALABAMA DEPARTMENT OF TRANSPORTATION

1409 COLISEUM BOULEVARDOFFICE ENGINEER - ROOM E-108MONTGOMERY, ALABAMA 36110PHONE: (334) 242-6441, 6442, 6526 FAX: (334) 264-7976e-mail: offengr@dot.state.al.us

ORDER TOTAL: $ PAID BY: DATE:

_____ 2017 STANDARD HIGHWAY DRAWINGS_____ 2017 METRIC STANDARD HIGHWAY DRAWINGS_____ 2017 STANDARD HIGHWAY DRAWING US AND METRIC (CD)

$125.00$125.00

$25.00_____ 2012 STANDARD SPECIFICATIONS BOOK_____ CURRENT QUALIFIED CONTRACTORS LIST_____ CURRENT BRIDGE POSTING MAP & CHART

$20.00$5.00$2.00

May 26, 2017

Notice to ContractorsAlabama Department of Transportation

The Alabama Department of Transportation, in accordance with Title VI of the Civil Rights Act of 1964, 78Stat. 252, 42 U.S.C. 2000D TO 2000D-4 and Title 49 code of Federal Regulations, Department ofTransportation, Subtitle A, Office of The Secretary, Part 21, nondiscrimination in federally-assistedprograms of the Department of Transportation issued pursuant to such act, hereby notifies all biddersthat it will affirmatively insure that in any contract entered into pursuant to this advertisement, minoritybusiness enterprises will be afforded full opportunity to submit bids in response to this invitation and willnot be discriminated against on the grounds of race, color, religion, sex, or national origin inconsideration for an award.

The right to reject any or all bids is reserved.

The bracket range is shown only to provide general financial information to contractors and bonding companiesconcerning the project's complexity and size. This bracket should not be used in preparing a bid, nor will this brackethave any bearing on the decision to award this contract.

The proposed work shall be performed in conformity with the rules and regulations for carrying out theFederal Highway Act.

For State and State Maintenance Projects:

Sections 34-8-8. Code of Alabama 1975 as amended states in part as follows: "... it will be necessary forhim or her to show evidence of license before his or her bid is considered," Further, Section 34-8-8, Codeof Alabama 1975 as amended also states in part as follows: "All Owners, Architects, and Engineersreceiving bids pursuant to this chapter shall require the person, firm, or corporation to include his or hercurrent license number on the bid."

The bidder's proposal must be submitted on the complete original proposal furnished him or her by the AlabamaDepartment of Transportation.

Plans and Proposals are available and on file at the Alabama Department of Transportation, 1409 Coliseum Boulevard,Room E-108, Montgomery, AL 36110. Checks should be made payable to the Alabama Department of Transportation.Plans and Proposals will be mailed only upon receipt of remittance. No refunds will be made.

The Quantities shown are approximate and are for information only.

The total amount of uncompleted work under contract to a contractor must not exceed the amount of his or herqualification certificate.

Cashier's check or bid bond for 5% of bid (maximum - $50,000.00) made payable to the Alabama Department ofTransportation must accompany each bid as evidence of good faith.

In accordance with the rules and regulations of The Alabama Department of Transportation, proposals will be issued onlyto prequalified contractors or their authorized representatives, upon requests that are received before 10 AM., on the dayprevious to the day of opening of bids.

Sealed bids will be received by the Director of Transportation at the office of the Alabama Department of Transportation,Montgomery, Alabama until 10:00 AM on May 26, 2017 and at that time publicly opened for constructing the followingprojects as described herein.

For Federal Aid Projects:

Minimum Wage Rates have been pre-determined by the Secretary of Labor and are set forth in theadvertised specifications. Federal Aid Projects are also subject to the contract work hours and SafetyStandards Act and its implementing regulations.

JOHN R. COOPERTransportation Director

20170526001Contract ID:May 26, 2017Letting Date:

Projects:County: CHILTON

DBE Goal Percent: 7.50Contract Time:

Description: for constructing the Planing, Resurfacing, Bridgerail Retrofit, Guardrail Installation, and TrafficStripe on I-65 from the Autauga County Line to the SR-3 (US-31/Exit 205) Interchange inClanton and from the SR-145 Interchange (Exit 212) in Clanton to the Shelby County Line toinclude the Northbound and Southbound Rest Areas. Length 21.662 mi.

November 1, 2017 Completion Date

The Bracket Estimate on this project is from $22,642,806 to $27,674,540 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$56.00

001IMF-I065(419), IMF-I065(420), FRT-I065(468)

Item No. Description Quantity Units201B001 Selective Clearing 3 Acre

206C000 Removing Concrete Sidewalk 208 SQYD

206D001 Removing Guardrail 18,688 LF

206D002 Removing Curb 87 LF

206E008 Removing Guardrail End Anchor (All Type) 109 Each

206E014 Removing Guardrail End Anchor (Type 2A) 3 Each

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 569 CUYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 13,041 Ton

405A000 Tack Coat 160,778 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 28 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 40,607 SQYD

408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 251,631 SQYD

408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 336,711 SQYD

408B000 Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 312,368 SQYD

410H000 Material Remixing Device 2 Each

410I000 Smoothness Testing, Certified Inertial Profiler 2 Each

410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each

420A015 Polymer Modified Open Graded Friction Course 31,046 Ton

420B000 Open Graded Friction Course Tack Coat 137,980 Gal

423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 40,567 Ton

423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size 21,489 Ton

424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range C/D

426 Ton

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

19,116 Ton

424B280 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range E

13,719 Ton

424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E

100 Ton

424B585 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E

844 Ton

424B588 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL E `

38,679 Ton

424B588 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL E

16,770 Ton

424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D

17,058 Ton

Item No. Description Quantity UnitsIMF-I065(419) Page: 2

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

100 Ton

424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

200 Ton

424B688 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

25,570 Ton

424B692 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range C/D

903 Ton

428A001 Scoring Bituminous Pavement Surface 50 Mile

432A000 High Density Mineral Bond 127,510 SQYD

530F000 Video Inspection of Existing Roadway Pipe 37,351 LF

534A000 Cleaning Pipe Underdrain Outlets 685 Each

534D000 Cleaning Existing Drop Inlet 210 Each

534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 1,765 LF

534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 28,458 LF

534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 4,403 LF

534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 2,725 LF

600A000 Mobilization (1) LS

618A000 Concrete Sidewalk, 4" Thick 201 SQYD

623B002 Concrete Curb, Type A 90 LF

629A005 Concrete Median Or Safety Barrier, Type 4A (Reinforced) 168 LF

629D003 Bridge Guardrail Retrofit, Type SC 4 Each

629E015 Bridge Rail Retrofit, Type SC(CB) 588 LF

630A034 Steel Beam Guardrail, Class A, Type 2 (8'-0" Post) 29,825 LF

630C001 Guardrail End Anchor, Type 8 61 Each

630C003 Guardrail End Anchor, Type 13 19 Each

630C050 Guardrail End Anchor, Type 20 Series 64 Each

631G013 Guardrail End Anchor, Type 13 Relocated 3 Each

654A001 Solid Sodding (Bermuda) 100 SQYD

665B001 Temporary Mulching 1 Ton

665G000 Sand Bags 1,300 Each

665J002 Silt Fence 4,000 LF

665O001 Silt Fence Removal 4,000 LF

665P005 Inlet Protection, Stage 3 Or 4 98 Each

665Q002 Wattle 2,520 LF

666A001 Pest Control Treatment 1 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 1,185,155.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 54 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 48 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 46 Mile

701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 450 LF

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 10,411 LF

701C000 Broken Temporary Traffic Stripe 140 Mile

701C001 Solid Temporary Traffic Stripe 302 Mile

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,003 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,527 LF

Item No. Description Quantity UnitsIMF-I065(419) Page: 3

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,527 LF

701H001 Solid Traffic Stripe Removed (Plastic) 2,529 LF

701H006 Broken Traffic Stripe Removed (Plastic) 1,453 LF

703A002 Traffic Control Markings, Class 2, Type A 4,730 SQFT

703D001 Temporary Traffic Control Markings 1,184 SQFT

703D002 Temporary Traffic Control Markings (Paint) 318 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 3,423 Each

705A031 Pavement Markers, Class A-H, Type 1-A 1,861 Each

705A032 Pavement Markers, Class A-H, Type 1-B 432 Each

705A037 Pavement Markers, Class A-H, Type 2-D 30 Each

707B004 Type B Hazard Marker Installation 4 Each

710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)

100 SQFT

710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)

70 LF

728A000 Truck Mounted Impact Attenuator Unit 6 Each

731A000 Traffic Counting Units, Type A 2 Each

731A010 Traffic Counting Units, Type K 1 Each

740B000 Construction Signs 8,649 SQFT

740C000 Special Construction Signs 120 SQFT

740D000 Channelizing Drums 1,000 Each

740E000 Cones (36 Inches High) 40 Each

740F002 Barricades, Type III 12 Each

740I002 Warning Lights, Type B 12 Each

740M001 Ballast For Cone 40 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 8 Each

742A001 Portable Changeable Message Sign, Type 2 11 Each

( ) Item will be bid as lump sum.

20170526003Contract ID:May 26, 2017Letting Date:

Projects:County: RUSSELL

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on Crosswinds Road from the junction ofSR-1 (US-431) to the junction of CR-28 (Sandfort Road) (Site 1) and on CR-96 (KnowlesRoad) from the junction of Crosswinds Road to the City Limits of Phenix City (Site 2). Length1.820 mi.

30 Working Days

The Bracket Estimate on this project is from $372,278 to $455,006 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$4.00

003STPPC-ACAA59578-ATRP(013)

Item No. Description Quantity Units210D001 Borrow Excavation (Loose Truckbed Measurement) 500 CUYD

401B108 Bituminous Treatment G (With Polymer Additive) 23,103 SQYD

405A000 Tack Coat 810 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

2,110 Ton

424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B

755 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

350 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 595 Ton

600A000 Mobilization (1) LS

630A001 Steel Beam Guardrail, Class A, Type 2 475 LF

630C050 Guardrail End Anchor, Type 20 Series 2 Each

665F000 Hay Bales 50 Each

665J002 Silt Fence 500 LF

665O001 Silt Fence Removal 500 LF

698A000 Construction Fuel (Maximum Bid Limited to $ 20,000.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 4 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 3 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile

701C000 Broken Temporary Traffic Stripe 1 Mile

701C001 Solid Temporary Traffic Stripe 5 Mile

701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 275 LF

703A002 Traffic Control Markings, Class 2, Type A 70 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 30 Each

705A037 Pavement Markers, Class A-H, Type 2-D 275 Each

740B000 Construction Signs 267 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526006Contract ID:May 26, 2017Letting Date:

Projects:County: CHOCTAW

DBE Goal Percent: 5.00Contract Time:

Description: for constructing the Bridge Replacement on CR-45 over Tuckabum Creek. Length 0.022 mi.

45 Working Days

The Bracket Estimate on this project is from $450,800 to $550,978 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$8.00

006ACBRZ59327-ATRP(007)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

1 Acre)(1) LS

206A000 Removal Of Old Bridge, Station 14+55.07 (1) LS

210A000 Unclassified Excavation 475 CUYD

502A000 Steel Reinforcement 7,700 LB

502B000 Steel Reinforcement For Bridge Superstructure, Station 14+35.00, Approximately27,500 Lbs

(1) LS

505A002 Steel Test Piles (HP 12x53) 1 Each

505B057 Static Loading Tests (HP 12x53) 1 Each

505M002 Steel Piling Furnished And Driven (HP 12x53) 616 LF

508A000 Structural Steel 2,920 LB

510A007 Bridge Substructure Concrete 55 CUYD

510C051 Bridge Concrete Superstructure, Station 14+35.00, Approximately 118 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 314 SQYD

511A053 Elastomeric Bearing Type 2 (Mark B4) 8 Each

513B029 Pretensioned-Prestressed Concrete Girders, Type BT-54 Modified (Speciality Item) 468 LF

600A000 Mobilization (1) LS

602A000 Right Of Way Markers 7 Each

610C001 Loose Riprap, Class 2 968 Ton

610D003 Filter Blanket, Geotextile 814 SQYD

630C003 Guardrail End Anchor, Type 13 4 Each

630C050 Guardrail End Anchor, Type 20 Series 4 Each

665A000 Temporary Seeding 2 Acre

665B000 Temporary Mulching 4 Acre

665I000 Temporary Riprap, Class 2 80 Ton

665J002 Silt Fence 788 LF

665O001 Silt Fence Removal 788 LF

665Q002 Wattle 120 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 14,000.00) (1) LS

740B000 Construction Signs 141 SQFT

740F002 Barricades, Type III 8 Each

740I002 Warning Lights, Type B 4 Each

( ) Item will be bid as lump sum.

20170526007Contract ID:May 26, 2017Letting Date:

Projects:County: MACON

DBE Goal Percent: 8.00Contract Time:

Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, and Bridge) on CR-9over Calebee Creek Relief No. 1 east of Shorter. Length 0.215 mi.

100 Working Days

The Bracket Estimate on this project is from $1,107,821 to $1,354,004 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$15.00

007ACBRZ59636-ATRP(007)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

2 Acres)(1) LS

206A000 Removal Of Old Bridge, Station 8+93.07 (1) LS

210A000 Unclassified Excavation 2,827 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 290 CUYD

230A000 Roadbed Processing 6 RBST

405A000 Tack Coat 108 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 1,071 SQYD

424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B

195 Ton

424A344 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

50 Ton

424A347 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

50 Ton

424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B

140 Ton

424C340 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange A/B

210 Ton

450B000 Reinforced Cement Concrete Bridge End Slab 94 SQYD

502A001 Steel Reinforcement (Grade 60) 28,100 LB

502B000 Steel Reinforcement For Bridge Superstructure, Station 8+60.00, Approximately45,100 Pounds

(1) LS

505A002 Steel Test Piles (HP 12x53) 2 Each

505B057 Static Loading Tests (HP 12x53) 2 Each

505M002 Steel Piling Furnished And Driven (HP 12x53) 743 LF

506A008 Drilled Shaft Excavation, 4'-0" Diameter 175 LF

506C042 Drilled Shaft Construction, 4'-0" Diameter, Class DS1 Concrete 194 LF

506F008 Permanent Drilled Shaft Casing, 4'-0" Diameter 82 LF

506G002 Crosshole Sonic Logging, 4'-0" Diameter 4 Each

508A000 Structural Steel 5,190 LB

510A007 Bridge Substructure Concrete 81 CUYD

510C051 Bridge Concrete Superstructure, Station 8+60.00, Approximately 168 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 475 SQYD

511A051 Elastomeric Bearing Type 2 (Mark B2) 24 Each

513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 472 LF

600A000 Mobilization (1) LS

610C001 Loose Riprap, Class 2 985 Ton

610D003 Filter Blanket, Geotextile 1,082 SQYD

Item No. Description Quantity UnitsACBRZ59636-ATRP(007) Page: 2

630A033 Steel Beam Guardrail, Class A, Type 2 (7'-0" Post) 975 LF

630C003 Guardrail End Anchor, Type 13 4 Each

630C050 Guardrail End Anchor, Type 20 Series 4 Each

641A612 6 Inch Ductile Iron Water Main Laid 670 LF

641A682 6 Inch Ductile Iron Water Main Laid (Restrained Joint) 185 LF

641C500 Ductile Iron Fittings 2,100 LB

641J516 6 Inch Gate Valve With Box 2 Each

641L500 Concrete for Water Mains (Thrust Blocks) 12 CUYD

641M512 6 Inch Retainer Gland 38 Each

650A000 Topsoil 489 CUYD

652A100 Seeding 2 Acre

656A010 Mulching 2 Acre

659C002 Erosion Control Product, Type S2 1,420 SQYD

665A000 Temporary Seeding 2 Acre

665B001 Temporary Mulching 6 Ton

665J002 Silt Fence 2,362 LF

665O001 Silt Fence Removal 2,362 LF

665Q002 Wattle 460 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 62,500.00) (1) LS

701G083 Solid White, Class 2T, Type A Traffic Stripe 1,920 LF

701G089 Solid Yellow, Class 2T, Type A Traffic Stripe 1,920 LF

701G144 Solid White, Class W, Type A Traffic Stripe 360 LF

701G152 Solid Yellow, Class W, Type A Traffic Stripe 360 LF

705A037 Pavement Markers, Class A-H, Type 2-D 25 Each

740B000 Construction Signs 222 SQFT

740D000 Channelizing Drums 40 Each

740F002 Barricades, Type III 8 Each

740I002 Warning Lights, Type B 8 Each

( ) Item will be bid as lump sum.

20170526011Contract ID:May 26, 2017Letting Date:

Projects:County: MACON

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-56 from the Tallapoosa County Lineto the intersection of SR-199 east of Franklin. Length 6.240 mi.

45 Working Days

The Bracket Estimate on this project is from $957,008 to $1,169,677 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$4.00

011ACNU58354-ATRP(003)

Item No. Description Quantity Units206D001 Removing Guardrail 349 LF

206E019 Removing Guardrail End Anchor (Type 10) 1 Each

401A006 Bituminous Treatment G 76,971 SQYD

405A000 Tack Coat 3,274 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile

424A336 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range A/B

1,868 Ton

424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

4,100 Ton

424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

3,535 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 2,200 Ton

600A000 Mobilization (1) LS

630A004 Steel Beam Guardrail, Class B, Type 2 305 LF

630C022 Guardrail End Anchor, Type Special 4 Each

630C070 Guardrail End Anchor, Type 10 Series 4 Each

698A000 Construction Fuel (Maximum Bid Limited to $ 51,000.00) (1) LS

701A030 Solid White, Class 2T, Type A Traffic Stripe 13 Mile

701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 7 Mile

701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 5 Mile

701C000 Broken Temporary Traffic Stripe 5 Mile

701C001 Solid Temporary Traffic Stripe 31 Mile

701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 775 LF

705A032 Pavement Markers, Class A-H, Type 1-B 154 Each

705A037 Pavement Markers, Class A-H, Type 2-D 550 Each

740B000 Construction Signs 322 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526012Contract ID:May 26, 2017Letting Date:

Projects:County: GENEVA

DBE Goal Percent: 7.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-25 from the Coffee County Line tothe junction of SR-87 (Site 1) and on CR-17 from the junction of SR-153 to the junction ofSR-52 in Samson (Site 2). Length 6.542 mi.

50 Working Days

The Bracket Estimate on this project is from $1,060,527 to $1,296,200 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$5.00

012ACNU58583-ATRP(009), ACNU60539-ATRP(009)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 78 SQYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 2,450 CUYD

212A000 Machine Grading Shoulders 676 STA

401A006 Bituminous Treatment G 74,903 SQYD

405A000 Tack Coat 3,239 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile

410H000 Material Remixing Device 2 Each

424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B

6,461 Ton

424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B

200 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

2,263 Ton

424B648 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range A/B

658 Ton

600A000 Mobilization (1) LS

652A100 Seeding 26 Acre

652C000 Mowing 13 Acre

656A010 Mulching 26 Acre

665F000 Hay Bales 310 Each

665J002 Silt Fence 3,650 LF

665O001 Silt Fence Removal 3,650 LF

698A000 Construction Fuel (Maximum Bid Limited to $ 57,000.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 14 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 7 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 6 Mile

701C000 Broken Temporary Traffic Stripe 10 Mile

701C001 Solid Temporary Traffic Stripe 14 Mile

703A002 Traffic Control Markings, Class 2, Type A 426 SQFT

703D002 Temporary Traffic Control Markings (Paint) 426 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 181 Each

705A037 Pavement Markers, Class A-H, Type 2-D 549 Each

740B000 Construction Signs 964 SQFT

740O000 Pilot Car 2 Each

( ) Item will be bid as lump sum.

20170526013Contract ID:May 26, 2017Letting Date:

Projects:County: DALLAS

DBE Goal Percent: 6.00Contract Time:

Description: for constructing the Planing, Resurfacing, Reconstruction, and Traffic Stripe on CR-7 from apoint 2.000 miles north of the junction of CR-12 in a southerly direction for approximately0.790 mile (Site 1) and on CR-7 from the intersection of CR-62 to the north end of MushCreek and from 0.750 mile south of Mush Creek to the junction of CR-12 in Pleasant Hill (Site2). Length 5.137 mi.

165 Working Days

The Bracket Estimate on this project is from $2,002,236 to $2,447,177 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$13.00

013ACNU59622-ATRP(004), ACNU61042-ATRP(011)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

1 Acre)(1) LS

206E008 Removing Guardrail End Anchor (All Type) 4 Each

210A000 Unclassified Excavation 9,695 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 12,106 CUYD

214A000 Structure Excavation 44 CUYD

214B001 Foundation Backfill, Commercial 17 CUYD

219B000 Special Underdrain 6 Inch Diameter 1,225 LF

230A000 Roadbed Processing 22 RBST

243A002 Soil Stabilization Geogrid, Type 3 7,984 SQYD

243A035 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 3 6,789 SQYD

301E002 Crushed Aggregate Base Course, Type A, Plant Mixed 1,791 Ton

401A000 Bituminous Treatment A 5,784 SQYD

401B108 Bituminous Treatment G (With Polymer Additive) 50,286 SQYD

405A000 Tack Coat 6,568 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 56,925 SQYD

408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 6,089 SQYD

424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B

5,979 Ton

424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B

5,947 Ton

424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

1,069 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

250 Ton

530A002 24" Roadway Pipe (Class 3 R.C.) 32 LF

530A102 24" Roadway Pipe (Class 3 R.C.) (Extension) 18 LF

600A000 Mobilization (1) LS

602A000 Right Of Way Markers 8 Each

605B000 Special Underdrain Outlet, Type A 2 Each

610D003 Filter Blanket, Geotextile 165 SQYD

614A000 Slope Paving 68 CUYD

619A003 24" Roadway Pipe End Treatment, Class 1 2 Each

620A000 Minor Structure Concrete 1 CUYD

621A011 Junction Boxes, Type 1 Or 1P 1 Each

Item No. Description Quantity UnitsACNU59622-ATRP(004) Page: 2

630C022 Guardrail End Anchor, Type Special 4 Each

630C050 Guardrail End Anchor, Type 20 Series 4 Each

637A001 Fence Reset (Includes All Types) 290 LF

650A000 Topsoil 2,540 CUYD

652A100 Seeding 11 Acre

654A001 Solid Sodding (Bermuda) 436 SQYD

656A010 Mulching 11 Acre

665F000 Hay Bales 1,220 Each

665G000 Sand Bags 325 Each

665I000 Temporary Riprap, Class 2 50 Ton

665J002 Silt Fence 7,800 LF

665N000 Temporary Coarse Aggregate,ALDOT Number 1 75 Ton

665O001 Silt Fence Removal 7,800 LF

665Q002 Wattle 130 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 106,000.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 11 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 10 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile

701C002 Broken Temporary Traffic Stripe (Paint) 1 Mile

701C003 Solid Temporary Traffic Stripe (Paint) 38 Mile

701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 288 LF

703A002 Traffic Control Markings, Class 2, Type A 64 SQFT

703D002 Temporary Traffic Control Markings (Paint) 256 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 66 Each

705A037 Pavement Markers, Class A-H, Type 2-D 613 Each

740B000 Construction Signs 473 SQFT

740E000 Cones (36 Inches High) 50 Each

740F002 Barricades, Type III 8 Each

740I002 Warning Lights, Type B 6 Each

740M001 Ballast For Cone 50 Each

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526014Contract ID:May 26, 2017Letting Date:

Projects:County: LOWNDES

DBE Goal Percent: 3.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-45 (Blue Hill Road) from the junctionof SR-21 to the junction of CR-12 northwest of Gordonville (Site 1) and on CR-33 from thejunction of CR-37 to the junction of SR-21 (Site 2). Length 14.578 mi.

50 Working Days

The Bracket Estimate on this project is from $1,628,502 to $1,990,391 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$6.00

014ACNU60585-ATRP(003), ACNU60587-ATRP(003)

Item No. Description Quantity Units405A000 Tack Coat 10,864 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 15 Mile

424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

18,105 Ton

424B638 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2"MaximumAggregate Size Mix, ESAL Range A/B

1,372 Ton

600A000 Mobilization (1) LS

650A000 Topsoil 6,415 CUYD

652A100 Seeding 11 Acre

656A010 Mulching 11 Acre

665A000 Temporary Seeding 11 Acre

665B001 Temporary Mulching 24 Ton

698A000 Construction Fuel (Maximum Bid Limited to $ 86,000.00) (1) LS

701A030 Solid White, Class 2T, Type A Traffic Stripe 29 Mile

701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 17 Mile

701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 12 Mile

701C000 Broken Temporary Traffic Stripe 21 Mile

701C001 Solid Temporary Traffic Stripe 29 Mile

701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 1,100 LF

703A004 Traffic Control Markings, Class 2T, Type A 280 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 334 Each

705A037 Pavement Markers, Class A-H, Type 2-D 965 Each

740B000 Construction Signs 382 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526017Contract ID:May 26, 2017Letting Date:

Projects:County: MACON

DBE Goal Percent: 9.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-40 from the junction of SR-8(US-80) to the Town Limits of Shorter. Length 1.416 mi.

40 Working Days

The Bracket Estimate on this project is from $288,392 to $352,479 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$5.00

017ACNU61047-ATRP(008)

Item No. Description Quantity Units206D001 Removing Guardrail 688 LF

206E008 Removing Guardrail End Anchor (All Type) 4 Each

401A006 Bituminous Treatment G 19,947 SQYD

405A000 Tack Coat 600 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile

424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

2,046 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 393 Ton

600A000 Mobilization (1) LS

630A001 Steel Beam Guardrail, Class A, Type 2 549 LF

630C022 Guardrail End Anchor, Type Special 4 Each

630C050 Guardrail End Anchor, Type 20 Series 4 Each

698A000 Construction Fuel (Maximum Bid Limited to $ 18,000.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 4 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 2 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile

701B205 Dotted, Class 2, Type A, Traffic Stripe 400 LF

701C000 Broken Temporary Traffic Stripe 1 Mile

701C001 Solid Temporary Traffic Stripe 7 Mile

701F000 Dotted Temporary Traffic Stripe 400 LF

701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 300 LF

703A002 Traffic Control Markings, Class 2, Type A 960 SQFT

703D001 Temporary Traffic Control Markings 308 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 30 Each

705A032 Pavement Markers, Class A-H, Type 1-B 261 Each

705A037 Pavement Markers, Class A-H, Type 2-D 120 Each

705A038 Pavement Markers, Class A-H, Type 2-E 120 Each

740B000 Construction Signs 245 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526018Contract ID:May 26, 2017Letting Date:

Projects:County: TALLADEGA

Contract Time:

Description: for constructing the Interchange Lighting Rehabilitation on I-20 at SR-77 (Exit 168) in Lincoln.Length 0.776 mi.

60 Working Days

The Bracket Estimate on this project is from $318,369 to $389,118 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$12.00

018ACNU66551-ATRP(006)

Item No. Description Quantity Units600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 68 SQYD

665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 1 Ton

665Q002 Wattle 170 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 10,000.00) (1) LS

728A000 Truck Mounted Impact Attenuator Unit 1 Each

740B000 Construction Signs 1,001 SQFT

740D000 Channelizing Drums 50 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each

742A001 Portable Changeable Message Sign, Type 2 2 Each

750B571 Roadway Luminaire Assembly with One, LED Low Profile Underpass Pendant, 150Watt Luminaire

2 Each

750B602 Roadway Luminaire Assembly with One, LED, 400 Watt Equivalent Luminaire 6 Each

750C010 Pole Foundation,Roadway 6 Each

750D201 Electrical Junction Box, Type 2 2 Each

750E123 Conduit, 3/4 Inch, Rigid Metallic 160 LF

750F022 Conductor, #10 AWG 465 LF

750F024 Conductor, #6 AWG 2,340 LF

750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 1,665 LF

751D008 Replace Breakaway Fuse Holder 156 Each

751D009 Replace Fuse In Pole Base 156 Each

751K000 Replace Roadway Luminaire (Including All Mounting Appurtenances) 52 Each

751L022 Remove Roadway Luminaire 81 Each

751L045 Remove Power Cord 52 Each

751L047 Remove Roadway Luminaire Lowering Device System 52 Each

751N000 Modification of Existing ( Lighting Pole) 28 Each

( ) Item will be bid as lump sum.

20170526020Contract ID:May 26, 2017Letting Date:

Projects:County: FAYETTE

DBE Goal Percent: 6.00Contract Time:

Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, and Bridge) on SR-18(US-43) over Deadwater Creek west of Berry. Length 0.343 mi.

160 Working Days

The Bracket Estimate on this project is from $3,234,383 to $3,953,135 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$23.00

020BR-0018(503)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

5 Acres)(1) LS

205A001 Removal Of Structures, Structure No. 1 1 Each

206A000 Removal Of Old Bridge, Station 2094+39.59 (1) LS

206D000 Removing Pipe 53 LF

206D001 Removing Guardrail 691 LF

206E000 Removing Headwalls 2 Each

206E008 Removing Guardrail End Anchor (All Type) 8 Each

210A000 Unclassified Excavation 10,079 CUYD

210D011 Borrow Excavation (A4 Or Better) 29,161 CUYD

210E001 Borrow Excavation (Underwater Embankment) 3,667 CUYD

230A000 Roadbed Processing 15 RBST

301A008 Crushed Aggregate Base Course, Type B, Plant Mixed, 5" Compacted Thickness 4,677 SQYD

305B074 Drainage Plane, Section 822, For Miscellaneous Use 1,804 Ton

401A000 Bituminous Treatment A 4,677 SQYD

405A000 Tack Coat 512 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 1,589 SQYD

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

418 Ton

424A363 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

75 Ton

424A366 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

75 Ton

424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D

540 Ton

424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D

540 Ton

424B689 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D

150 Ton

450B000 Reinforced Cement Concrete Bridge End Slab 220 SQYD

502A001 Steel Reinforcement (Grade 60) 72,800 LB

502B000 Steel Reinforcement For Bridge Superstructure, Station 2094+40.00, Approximately114,200 Pounds

(1) LS

506A005 Drilled Shaft Excavation, 3'-6" Diameter 48 LF

506A008 Drilled Shaft Excavation, 4'-0" Diameter 58 LF

506B002 Special Drilled Shaft Excavation, 3'-6" Diameter 60 LF

506B003 Special Drilled Shaft Excavation, 4'-0" Diameter 48 LF

506C041 Drilled Shaft Construction, 3'-6" Diameter, Class DS1 Concrete 126 LF

Item No. Description Quantity UnitsBR-0018(503) Page: 2

506C042 Drilled Shaft Construction, 4'-0" Diameter, Class DS1 Concrete 112 LF

506F008 Permanent Drilled Shaft Casing, 4'-0" Diameter 72 LF

506G001 Crosshole Sonic Logging, 3'-6" Diameter 6 Each

506G002 Crosshole Sonic Logging, 4'-0" Diameter 6 Each

508A000 Structural Steel 7,340 LB

510A007 Bridge Substructure Concrete 277 CUYD

510C051 Bridge Concrete Superstructure, Station 2094+40.00, Approximately 474 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 1,615 SQYD

511A052 Elastomeric Bearing Type 2 (Mark B3) 24 Each

511A072 Elastomeric Bearing Type 4 (Mark VB3) 24 Each

513B005 Pretensioned-Prestressed Concrete Girders, Type III (Specialty Item) 2,009 LF

535A080 18" Side Drain Pipe (Class 3 R.C.) 61 LF

600A000 Mobilization (1) LS

602A000 Right Of Way Markers 5 Each

608A000 Separation Geotextile 9,756 SQYD

610C001 Loose Riprap, Class 2 2,085 Ton

610D003 Filter Blanket, Geotextile 3,606 SQYD

619A101 18" Side Drain Pipe End Treatment, Class 1 2 Each

630A001 Steel Beam Guardrail, Class A, Type 2 363 LF

630C003 Guardrail End Anchor, Type 13 4 Each

630C070 Guardrail End Anchor, Type 10 Series 4 Each

650A000 Topsoil 1,997 CUYD

652A100 Seeding 5 Acre

654A000 Solid Sodding 1,360 SQYD

656A010 Mulching 5 Acre

659C001 Erosion Control Product, Type S3 1,405 SQYD

659C005 Erosion Control Product, Type C4 189 SQYD

665A000 Temporary Seeding 5 Acre

665B001 Temporary Mulching 30 Ton

665C010 Temporary Pipe 50 LF

665E000 Polyethylene 200 SQYD

665G000 Sand Bags 100 Each

665I000 Temporary Riprap, Class 2 1,446 Ton

665J002 Silt Fence 4,354 LF

665N000 Temporary Coarse Aggregate,ALDOT Number 1 200 Ton

665N001 Temporary Coarse Aggregate,ALDOT Number 4 150 Ton

665O001 Silt Fence Removal 4,354 LF

665Q002 Wattle 120 LF

666A001 Pest Control Treatment 5 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 181,690.00) (1) LS

701C001 Solid Temporary Traffic Stripe 3 Mile

701D005 Solid Traffic Stripe Removed 1 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 680 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 680 LF

701G253 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2,956 LF

Item No. Description Quantity UnitsBR-0018(503) Page: 3

701G265 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2,956 LF

705A011 Pavement Markers, Class C, Type 1-A 268 Each

705A023 Pavement Markers, Class C, Type 2-D 134 Each

705A037 Pavement Markers, Class A-H, Type 2-D 46 Each

713A000 Permanent Barricades 44 LF

740B000 Construction Signs 397 SQFT

740D000 Channelizing Drums 100 Each

740E000 Cones (36 Inches High) 25 Each

740F002 Barricades, Type III 8 Each

740I002 Warning Lights, Type B 4 Each

740M001 Ballast For Cone 25 Each

( ) Item will be bid as lump sum.

20170526021Contract ID:May 26, 2017Letting Date:

Projects:County: COVINGTON

DBE Goal Percent: 6.00Contract Time:

Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, and Bridge) on SR-55over the Yellow River. Length 0.834 mi.

330 Working Days

The Bracket Estimate on this project is from $10,802,501 to $13,203,057 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$39.00

021BR-0055(502)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

4 Acres)(1) LS

205A001 Removal Of Structures, Structure No. 1 1 Each

205A002 Removal Of Structures, Structure No. 2 1 Each

206A000 Removal Of Old Bridge, Station 380+14.00 (1) LS

206C016 Removing Concrete Slope Paving (Under Bridges) 241 SQYD

206C023 Removing Riprap 195 SQYD

206D000 Removing Pipe 31 LF

206D001 Removing Guardrail 2,411 LF

206E008 Removing Guardrail End Anchor (All Type) 8 Each

209A000 Mailbox Reset, Single 1 Each

210A000 Unclassified Excavation 4,791 CUYD

210D011 Borrow Excavation (A4 Or Better) 59,817 CUYD

210E000 Borrow Excavation (Underwater Backfill) 12,958 CUYD

215A000 Unclassified Bridge Excavation 1,670 CUYD

215B000 Cofferdams Or Sheeting And Shoring, Station 379+95.00 (1) LS

230A000 Roadbed Processing 34 RBST

301A222 Soil Aggregate Base Course, Type C, Road Mixed, 6" Compacted Thickness 11,940 SQYD

401A000 Bituminous Treatment A 9,473 SQYD

405A000 Tack Coat 290 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 3,095 SQYD

410H000 Material Remixing Device 1 Each

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

973 Ton

424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

15 Ton

424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D

744 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

100 Ton

424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

1,000 Ton

424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D

1,575 Ton

428A001 Scoring Bituminous Pavement Surface 2 Mile

430B000 Aggregate Surfacing (ALDOT #467 Or #57) 50 Ton

430B050 Aggregate Surfacing(ALDOT#1) 1,252 Ton

450B000 Reinforced Cement Concrete Bridge End Slab 196 SQYD

Item No. Description Quantity UnitsBR-0055(502) Page: 2

502A000 Steel Reinforcement 184,200 LB

502B000 Steel Reinforcement For Bridge Superstructure, Sta. 379+95.00, Approximately318,400 Pounds

(1) LS

503A000 Seal Concrete 96 CUYD

505A002 Steel Test Piles (HP 12x53) 1 Each

505A004 Steel Test Piles (HP 14x73) 1 Each

505A005 Steel Test Piles (HP 14x89) 3 Each

505B057 Static Loading Tests (HP 12x53) 1 Each

505B059 Static Loading Tests (HP 14x73) 1 Each

505B060 Static Loading Tests (HP 14x89) 3 Each

505B087 Dynamic Loading Tests (HP 12x53) 2 Each

505B089 Dynamic Loading Tests (HP 14x73) 2 Each

505B090 Dynamic Loading Tests (HP 14x89) 5 Each

505G003 Pile Points (Type A, 12") 28 Each

505G004 Pile Points (Type A, 14") 126 Each

505M002 Steel Piling Furnished And Driven (HP 12x53) 1,550 LF

505M004 Steel Piling Furnished And Driven (HP 14x73) 2,178 LF

505M012 Steel Piling Furnished And Driven (HP 14 x 89) 9,540 LF

508A000 Structural Steel 158,000 LB

510A007 Bridge Substructure Concrete 1,137 CUYD

510C051 Bridge Concrete Superstructure, Sta. 379+95.00, Approximately 1368 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 4,383 SQYD

511A051 Elastomeric Bearing Type 2 (Mark B2) 24 Each

511A053 Elastomeric Bearing Type 2 (Mark B4) 72 Each

513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 701 LF

513B017 Pretensioned-Prestressed Concrete Girders, Type BT-72 (Specialty Item) 4,832 LF

530A002 24" Roadway Pipe (Class 3 R.C.) 184 LF

535A001 18" Side Drain Pipe 70 LF

600A000 Mobilization (1) LS

601A000 Furnishing Base, Soil And Structure Laboratories 1 Each

602A000 Right Of Way Markers 14 Each

606A000 6" Underdrain Pipe 500 LF

610C001 Loose Riprap, Class 2 6,088 Ton

610D003 Filter Blanket, Geotextile 3,782 SQYD

614A000 Slope Paving 29 CUYD

619A003 24" Roadway Pipe End Treatment, Class 1 2 Each

619A101 18" Side Drain Pipe End Treatment, Class 1 2 Each

620A000 Minor Structure Concrete 2 CUYD

621A011 Junction Boxes, Type 1 Or 1P 2 Each

621A022 Junction Boxes, Type 1 (Modified) 2 Each

621B011 Junction Box Units, Type 1 Or 1P 2 Each

621B034 Junction Box Units, Type 1 (Modified) 2 Each

621C020 Inlets, Type Y 4 Each

630A001 Steel Beam Guardrail, Class A, Type 2 400 LF

630C003 Guardrail End Anchor, Type 13 4 Each

630C050 Guardrail End Anchor, Type 20 Series 4 Each

Item No. Description Quantity UnitsBR-0055(502) Page: 3

650A000 Topsoil 687 CUYD

652A100 Seeding 23 Acre

652C000 Mowing 46 Acre

654A001 Solid Sodding (Bermuda) 28,008 SQYD

656A010 Mulching 23 Acre

659C002 Erosion Control Product, Type S2 12,300 SQYD

665A000 Temporary Seeding 3 Acre

665B001 Temporary Mulching 9 Ton

665C010 Temporary Pipe 567 LF

665D001 Temporary Pipe End Treatment 18 Each

665G000 Sand Bags 200 Each

665I000 Temporary Riprap, Class 2 200 Ton

665J002 Silt Fence 8,700 LF

665O001 Silt Fence Removal 8,700 LF

665P005 Inlet Protection, Stage 3 Or 4 4 Each

665Q002 Wattle 1,200 LF

665T000 Temporary Earth Berms 1,805 LF

666A001 Pest Control Treatment 23 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 754,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

701C000 Broken Temporary Traffic Stripe 1 Mile

701C001 Solid Temporary Traffic Stripe 7 Mile

701D007 Solid Traffic Stripe Removed (Paint) 1 Mile

701D008 Solid Traffic Stripe Removed (Plastic) 1 Mile

701D014 Broken Traffic Stripe Removed (Paint) 1 Mile

701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,860 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,860 LF

703A002 Traffic Control Markings, Class 2, Type A 60 SQFT

703D001 Temporary Traffic Control Markings 180 SQFT

705A023 Pavement Markers, Class C, Type 2-D 100 Each

705A037 Pavement Markers, Class A-H, Type 2-D 75 Each

740B000 Construction Signs 622 SQFT

740D000 Channelizing Drums 200 Each

740E000 Cones (36 Inches High) 100 Each

740F002 Barricades, Type III 8 Each

740I002 Warning Lights, Type B 4 Each

740M001 Ballast For Cone 100 Each

740O000 Pilot Car 1 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

999 000 Trainee Hours At 80 Cents Per Hour 2,800 HOUR

( ) Item will be bid as lump sum.

20170526027Contract ID:May 26, 2017Letting Date:

Projects:County: RUSSELL

DBE Goal Percent: 2.00Contract Time:

Description: for constructing the Slope Repair (Back Slope Failure) on SR-1 (US-431) at MP 88.100(Northbound Lane) southwest of Pittsview.

45 Working Days

The Bracket Estimate on this project is from $560,878 to $685,517 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$8.00

027ERPR-9010(137)

Item No. Description Quantity Units210A000 Unclassified Excavation 5,500 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 250 CUYD

219A000 Rock Buttress For Landslide Correction 9,800 Ton

219C003 Special Filter Blanket, Geotextile 6,000 SQYD

600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 150 SQYD

614A000 Slope Paving 24 CUYD

650A000 Topsoil 150 CUYD

652A100 Seeding 1 Acre

654A001 Solid Sodding (Bermuda) 150 SQYD

656A010 Mulching 1 Acre

659C002 Erosion Control Product, Type S2 100 SQYD

665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 3 Ton

665E000 Polyethylene 6,000 SQYD

665F000 Hay Bales 100 Each

665J002 Silt Fence 250 LF

665N000 Temporary Coarse Aggregate,ALDOT Number 1 75 Ton

665O001 Silt Fence Removal 250 LF

665Q002 Wattle 100 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 45,500.00) (1) LS

740B000 Construction Signs 376 SQFT

740D000 Channelizing Drums 100 Each

740E000 Cones (36 Inches High) 100 Each

740M001 Ballast For Cone 100 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each

( ) Item will be bid as lump sum.

20170526028Contract ID:May 26, 2017Letting Date:

Projects:County: COFFEE

Contract Time:

Description: for constructing the Scour Countermeasures on CR-107, CR-215, CR-305, and CR-474 atvarious bridges as indicated in the plans.

45 Working Days

The Bracket Estimate on this project is from $168,264 to $205,657 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$5.00

028ERPR-9010(139)

Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 520 CUYD

504G000 Steel Piling Encasement, Wet Condition 30 LF

600A000 Mobilization (1) LS

610B000 Concrete Sacked Riprap 112 SQYD

610C001 Loose Riprap, Class 2 2,361 Ton

610D003 Filter Blanket, Geotextile 2,799 SQYD

610F000 Concrete Sacked Riprap 80 BAG

652A100 Seeding 1 Acre

656A010 Mulching 1 Acre

665J002 Silt Fence 260 LF

665O001 Silt Fence Removal 260 LF

698A000 Construction Fuel (Maximum Bid Limited to $ 5,700.00) (1) LS

740B000 Construction Signs 192 SQFT

740E000 Cones (36 Inches High) 25 Each

740M001 Ballast For Cone 25 Each

( ) Item will be bid as lump sum.

20170526029Contract ID:May 26, 2017Letting Date:

Projects:County: BARBOUR

Contract Time:

Description: for constructing the Emergency Repair (Drainage Structure Improvements) on SR-51 (MP33.756) north of Clio. Length 0.069 mi.

30 Working Days

The Bracket Estimate on this project is from $145,679 to $178,052 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$14.00

029ERPR-9010(933)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) ( Approximately

1 Acre)(1) LS

206D000 Removing Pipe 311 LF

206D002 Removing Curb 44 LF

206E000 Removing Headwalls 1 Each

206E001 Removing Inlets 2 Each

206E002 Removing Junction Boxes 1 Each

210D011 Borrow Excavation (A4 Or Better) 500 CUYD

214A000 Structure Excavation 161 CUYD

214B001 Foundation Backfill, Commercial 54 CUYD

407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 1,694 SQYD

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

60 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

15 Ton

533A040 30" Storm Sewer Pipe (Class 2 R.C.) 202 LF

533A102 42" Storm Sewer Pipe (Class 3 R.C.) 45 LF

538A004 24" Roadway Pipe Rehabilitation 40 LF

600A000 Mobilization (1) LS

602A000 Right Of Way Markers 5 Each

610C001 Loose Riprap, Class 2 127 Ton

610D003 Filter Blanket, Geotextile 100 SQYD

619A035 42" Roadway Pipe End Treatment, Class 1(Type HW-620) 1 Each

621A019 Junction Boxes, Type 1 Or 2P 1 Each

621C002 Inlets, Type C, P1 Or P3 1 Each

621C015 Inlets, Type S1 Or S3 (1 Wing) 2 Each

621C017 Inlets, Type S1 Or S3 (2 Wing) 1 Each

621D015 Inlet Units, Type S1 Or S3 3 Each

623C000 Combination Curb & Gutter, Type C 206 LF

650A000 Topsoil 100 CUYD

654A001 Solid Sodding (Bermuda) 625 SQYD

659C002 Erosion Control Product, Type S2 625 SQYD

665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 1 Ton

665E000 Polyethylene 100 SQYD

665J002 Silt Fence 100 LF

Item No. Description Quantity UnitsERPR-9010(933) Page: 2

665N000 Temporary Coarse Aggregate,ALDOT Number 1 25 Ton

665O001 Silt Fence Removal 100 LF

665P005 Inlet Protection, Stage 3 Or 4 4 Each

665Q002 Wattle 40 LF

666A001 Pest Control Treatment 1 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 5,500.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

701C001 Solid Temporary Traffic Stripe 1 Mile

705A037 Pavement Markers, Class A-H, Type 2-D 20 Each

740B000 Construction Signs 380 SQFT

740C000 Special Construction Signs 8 SQFT

740D000 Channelizing Drums 20 Each

740E000 Cones (36 Inches High) 50 Each

740I002 Warning Lights, Type B 2 Each

740M001 Ballast For Cone 50 Each

( ) Item will be bid as lump sum.

20170526030Contract ID:May 26, 2017Letting Date:

Projects:County: MACON

DBE Goal Percent: 2.00Contract Time:

Description: for constructing the Slope Repair (Front Slope Failure) on I-85 (Northbound and SouthboundRoadways) from MP 38.500 to MP 40.200.

60 Working Days

The Bracket Estimate on this project is from $580,779 to $709,841 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$14.00

030ERPR-9010(964)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

1 Acre)(1) LS

210A000 Unclassified Excavation 5,065 CUYD

219A000 Rock Buttress For Landslide Correction 4,830 Ton

219C003 Special Filter Blanket, Geotextile 3,850 SQYD

600A000 Mobilization (1) LS

610C001 Loose Riprap, Class 2 3,390 Ton

610D003 Filter Blanket, Geotextile 250 SQYD

631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 1,075 LF

650A000 Topsoil 275 CUYD

652A100 Seeding 1 Acre

654A001 Solid Sodding (Bermuda) 150 SQYD

656A010 Mulching 1 Acre

659C002 Erosion Control Product, Type S2 100 SQYD

665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 3 Ton

665E000 Polyethylene 3,850 SQYD

665G000 Sand Bags 200 Each

665J002 Silt Fence 1,100 LF

665N000 Temporary Coarse Aggregate,ALDOT Number 1 250 Ton

665O001 Silt Fence Removal 1,100 LF

665Q002 Wattle 100 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 47,000.00) (1) LS

740B000 Construction Signs 788 SQFT

740D000 Channelizing Drums 250 Each

740E000 Cones (36 Inches High) 200 Each

740I002 Warning Lights, Type B 5 Each

740M001 Ballast For Cone 200 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

742A001 Portable Changeable Message Sign, Type 2 4 Each

( ) Item will be bid as lump sum.

20170526034Contract ID:May 26, 2017Letting Date:

Projects:County: BALDWIN

Contract Time:

Description: for constructing the Parking Lot Lighting Installation at the Mobile Bay Ferry Dock in FortMorgan. Length 0.074 mi.

35 Working Days

The Bracket Estimate on this project is from $118,843 to $145,252 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$7.00

034FBD-STPAA-FB12(900)

Item No. Description Quantity Units600A000 Mobilization (1) LS

654A001 Solid Sodding (Bermuda) 300 SQYD

665G000 Sand Bags 450 Each

665J002 Silt Fence 250 LF

665O001 Silt Fence Removal 250 LF

666A001 Pest Control Treatment 1 Acre

674A000 Construction Safety Fence 200 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 3,800.00) (1) LS

740B000 Construction Signs 44 SQFT

740D000 Channelizing Drums 15 Each

740E000 Cones (36 Inches High) 20 Each

740F002 Barricades, Type III 2 Each

740I002 Warning Lights, Type B 2 Each

750B651 Roadway Luminaire Assembly with One, Decorative LED, 100 Watt EquivalentLuminaire

6 Each

750B653 Roadway Luminaire Assembly with Two, Decorative LED, 100 Watt EquivalentLuminaire

4 Each

750C010 Pole Foundation,Roadway 10 Each

750E113 Conduit, 1 1/4 Inch, Rigid Nonmetallic 300 LF

750F024 Conductor, #6 AWG 300 LF

750F026 Conductor, #2 AWG 600 LF

750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 850 LF

750H005 Service Pole 1 Each

750I016 Lighting Control Center, Special 1 Each

( ) Item will be bid as lump sum.

20170526037Contract ID:May 26, 2017Letting Date:

Projects:County: CLARKE

Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on Campbell Landing Access Road fromthe junction of CR-20 (Campbell Landing Road) to the boat ramp on the Tombigbee River.Length 0.391 mi.

30 Working Days

The Bracket Estimate on this project is from $96,172 to $117,543 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

037FLAP-FLAP(013)

Item No. Description Quantity Units212A000 Machine Grading Shoulders 45 STA

405A000 Tack Coat 709 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

844 Ton

424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

50 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

100 Ton

600A000 Mobilization (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 5,400.00) (1) LS

701A076 Solid White, Class 2T, Type A Traffic Stripe (5" Wide) 1 Mile

701A077 Solid Yellow, Class 2T, Type A Traffic Stripe (5" Wide) 1 Mile

701C001 Solid Temporary Traffic Stripe 1 Mile

703A004 Traffic Control Markings, Class 2T, Type A 122 SQFT

740B000 Construction Signs 168 SQFT

740E000 Cones (36 Inches High) 50 Each

( ) Item will be bid as lump sum.

20170526040Contract ID:May 26, 2017Letting Date:

Projects:County: MARENGO

Contract Time:

Description: for constructing the Roadway Lighting on SR-8 (US-80) at the intersection of SR-25 north ofFaunsdale. Length 0.435 mi.

30 Working Days

The Bracket Estimate on this project is from $251,948 to $307,936 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$9.00

040HSIP-0008(585)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

1 Acre)(1) LS

600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 160 SQYD

665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 3 Ton

665G000 Sand Bags 450 Each

665Q002 Wattle 400 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 8,000.00) (1) LS

740B000 Construction Signs 1,516 SQFT

740D000 Channelizing Drums 50 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

750B602 Roadway Luminaire Assembly with One, LED, 400 Watt Equivalent Luminaire 17 Each

750C010 Pole Foundation,Roadway 17 Each

750D200 Electrical Junction Box,Type 1 7 Each

750E113 Conduit, 1 1/4 Inch, Rigid Nonmetallic 40 LF

750F024 Conductor, #6 AWG 40 LF

750F026 Conductor, #2 AWG 80 LF

750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 3,970 LF

750H005 Service Pole 1 Each

750I015 Lighting Control Center 1 Each

756A028 6" Electrical Conduit, 1 Line, Type 5 Installation 275 LF

( ) Item will be bid as lump sum.

20170526043Contract ID:May 26, 2017Letting Date:

Projects:County: ETOWAH

DBE Goal Percent: 7.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-1 (US-431) from the northend of the Line Creek Bridge south of Ridgeville to 0.300 mile north of the junction ofRockledge Road. Length 3.490 mi.

30 Working Days

The Bracket Estimate on this project is from $864,886 to $1,057,083 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$6.00

043NH-0001(597)

Item No. Description Quantity Units206D000 Removing Pipe 140 LF

206D001 Removing Guardrail 3,413 LF

206E007 Removing Mailboxes (Including Reset With A New Timber Post) 1 Each

206E019 Removing Guardrail End Anchor (Type 10) 2 Each

210A000 Unclassified Excavation 199 CUYD

407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile

408B000 Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 117,168 SQYD

410H000 Material Remixing Device 1 Each

420A015 Polymer Modified Open Graded Friction Course 5,275 Ton

420B000 Open Graded Friction Course Tack Coat 9,375 Gal

424A284 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range E

100 Ton

428A001 Scoring Bituminous Pavement Surface 13 Mile

430B043 Aggregate Surfacing (1" Down, Crusher Run) 500 Ton

600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 35 SQYD

630A001 Steel Beam Guardrail, Class A, Type 2 3,388 LF

630C050 Guardrail End Anchor, Type 20 Series 2 Each

650A000 Topsoil 132 CUYD

652A100 Seeding 1 Acre

656A010 Mulching 1 Acre

665J002 Silt Fence 200 LF

665O001 Silt Fence Removal 200 LF

665Q002 Wattle 50 LF

666A001 Pest Control Treatment 1 Acre

698A000 Construction Fuel (Maximum Bid Limited to $ 46,500.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,170 LF

701C000 Broken Temporary Traffic Stripe 14 Mile

701C001 Solid Temporary Traffic Stripe 29 Mile

703A002 Traffic Control Markings, Class 2, Type A 542 SQFT

703B002 Traffic Control Legends, Class 2, Type A 113 SQFT

703D001 Temporary Traffic Control Markings 528 SQFT

Item No. Description Quantity UnitsNH-0001(597) Page: 2

705A030 Pavement Markers, Class A-H, Type 2-C 520 Each

705A038 Pavement Markers, Class A-H, Type 2-E 170 Each

740B000 Construction Signs 946 SQFT

740D000 Channelizing Drums 200 Each

740E000 Cones (36 Inches High) 200 Each

740I002 Warning Lights, Type B 2 Each

740M001 Ballast For Cone 200 Each

740N000 Tubular Marker 62 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

( ) Item will be bid as lump sum.

20170526044Contract ID:May 26, 2017Letting Date:

Projects:County: ETOWAH

DBE Goal Percent: 3.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-1 (US-431) from 0.300 milenorth of the junction of Rockledge Road to the Marshall County Line. Length 6.852 mi.

50 Working Days

The Bracket Estimate on this project is from $2,532,241 to $3,094,961 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$5.00

044NH-0001(598)

Item No. Description Quantity Units206D000 Removing Pipe 955 LF

206D001 Removing Guardrail 200 LF

206E007 Removing Mailboxes (Including Reset With A New Timber Post) 7 Each

206E019 Removing Guardrail End Anchor (Type 10) 2 Each

210A000 Unclassified Excavation 817 CUYD

405A000 Tack Coat 21,709 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 253,336 SQYD

410H000 Material Remixing Device 1 Each

424A280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range E

18,657 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

1,695 Ton

424C284 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate SizeMix, ESAL Range E

750 Ton

428A001 Scoring Bituminous Pavement Surface 28 Mile

430B043 Aggregate Surfacing (1" Down, Crusher Run) 7,165 Ton

600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 135 SQYD

630A001 Steel Beam Guardrail, Class A, Type 2 175 LF

630C050 Guardrail End Anchor, Type 20 Series 2 Each

650A000 Topsoil 539 CUYD

652A100 Seeding 1 Acre

656A010 Mulching 1 Acre

665Q002 Wattle 200 LF

666A001 Pest Control Treatment 1 Acre

698A000 Construction Fuel (Maximum Bid Limited to $ 135,500.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 4,054 LF

701C000 Broken Temporary Traffic Stripe 29 Mile

701C001 Solid Temporary Traffic Stripe 58 Mile

703A002 Traffic Control Markings, Class 2, Type A 2,960 SQFT

703B002 Traffic Control Legends, Class 2, Type A 891 SQFT

703D001 Temporary Traffic Control Markings 4,240 SQFT

703E001 Temporary Traffic Control Legends 1,064 SQFT

Item No. Description Quantity UnitsNH-0001(598) Page: 2

705A030 Pavement Markers, Class A-H, Type 2-C 1,092 Each

705A038 Pavement Markers, Class A-H, Type 2-E 460 Each

740B000 Construction Signs 946 SQFT

740D000 Channelizing Drums 200 Each

740E000 Cones (36 Inches High) 200 Each

740I002 Warning Lights, Type B 2 Each

740M001 Ballast For Cone 200 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each

( ) Item will be bid as lump sum.

20170526045Contract ID:May 26, 2017Letting Date:

Projects:County: LAUDERDALE

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on SR-2 (US-72) from just east of CR-31(MP 45.000) to west of CR-421 (MP 48.000) in Center Star. Length 3.283 mi.

45 Working Days

The Bracket Estimate on this project is from $1,133,179 to $1,384,997 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

045NH-0002(575)

Item No. Description Quantity Units209A000 Mailbox Reset, Single 1 Each

209A002 Mailbox Reset, Multiple 1 Each

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,171 Ton

405A000 Tack Coat 12,653 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile

408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 141,321 SQYD

410H000 Material Remixing Device 1 Each

410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

9,660 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

1,293 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

500 Ton

424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

100 Ton

428A001 Scoring Bituminous Pavement Surface 14 Mile

600A000 Mobilization (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 67,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 7,063 LF

701C000 Broken Temporary Traffic Stripe 14 Mile

701C001 Solid Temporary Traffic Stripe 28 Mile

703A002 Traffic Control Markings, Class 2, Type A 1,174 SQFT

703B002 Traffic Control Legends, Class 2, Type A 314 SQFT

703D001 Temporary Traffic Control Markings 1,788 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 500 Each

705A037 Pavement Markers, Class A-H, Type 2-D 54 Each

740B000 Construction Signs 1,511 SQFT

740D000 Channelizing Drums 100 Each

740E000 Cones (36 Inches High) 300 Each

740M001 Ballast For Cone 300 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

( ) Item will be bid as lump sum.

20170526046Contract ID:May 26, 2017Letting Date:

Projects:County: JEFFERSON

DBE Goal Percent: 9.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-7 (US-11) from the junctionof 83rd Street North to the intersection of SR-75 to include 0.320 mile of Todd Alley. Length1.925 mi.

60 Working Days

The Bracket Estimate on this project is from $1,233,340 to $1,507,416 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$5.00

046NH-0007(545)

Item No. Description Quantity Units206D003 Removing Curb And Gutter 96 LF

405A000 Tack Coat 12,191 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 11 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 121,903 SQYD

410H000 Material Remixing Device 1 Each

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

10,694 Ton

424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

583 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

600 Ton

424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

200 Ton

600A000 Mobilization (1) LS

618A000 Concrete Sidewalk, 4" Thick 303 SQYD

618C000 Truncated Dome Retrofit 16 SQFT

623C004 Combination Curb & Gutter, Type C (Special) 306 LF

665G000 Sand Bags 250 Each

665J002 Silt Fence 500 LF

665O001 Silt Fence Removal 500 LF

665Q002 Wattle 250 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 32,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 11 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 3,649 LF

701C000 Broken Temporary Traffic Stripe 9 Mile

701C001 Solid Temporary Traffic Stripe 9 Mile

703A002 Traffic Control Markings, Class 2, Type A 7,162 SQFT

703B002 Traffic Control Legends, Class 2, Type A 942 SQFT

703D001 Temporary Traffic Control Markings 1,060 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 221 Each

705A031 Pavement Markers, Class A-H, Type 1-A 1,431 Each

705A032 Pavement Markers, Class A-H, Type 1-B 64 Each

705A037 Pavement Markers, Class A-H, Type 2-D 1,186 Each

Item No. Description Quantity UnitsNH-0007(545) Page: 2

705A038 Pavement Markers, Class A-H, Type 2-E 107 Each

710A125 Class 7, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14Gauge(Type IV, VII, VIII Or IX Background)

53 SQFT

710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)

156 LF

730H001 Loop Wire 9,206 LF

740B000 Construction Signs 594 SQFT

740D000 Channelizing Drums 221 Each

740I002 Warning Lights, Type B 2 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

742A001 Portable Changeable Message Sign, Type 2 4 Each

( ) Item will be bid as lump sum.

20170526047Contract ID:May 26, 2017Letting Date:

Projects:County: DALLAS

DBE Goal Percent: 6.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-8/SR-14 (US-80) from thejunction of SR-14 to the junction of SR-41 in Selma. Length 3.387 mi.

80 Working Days

The Bracket Estimate on this project is from $2,289,200 to $2,797,911 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$4.00

047NH-0008(588)

Item No. Description Quantity Units206E008 Removing Guardrail End Anchor (All Type) 8 Each

212A000 Machine Grading Shoulders 57 STA

401B107 Bituminous Treatment KG (With Polymer Additive) 45,640 SQYD

405A000 Tack Coat 11,000 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 17 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 109,400 SQYD

408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 1,450 SQYD

408A056 Planing Existing Pavement (Approximately 5.10" Thru 6.0" Thick) 47,600 SQYD

410H000 Material Remixing Device 1 Each

410I000 Smoothness Testing, Certified Inertial Profiler 1 Each

424A280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range E

8,415 Ton

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

1,590 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

1,530 Ton

424B280 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range E

6,350 Ton

424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

750 Ton

424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

250 Ton

428A001 Scoring Bituminous Pavement Surface 4 Mile

600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 167 SQYD

630C001 Guardrail End Anchor, Type 8 2 Each

630C003 Guardrail End Anchor, Type 13 4 Each

630C070 Guardrail End Anchor, Type 10 Series 2 Each

641S500 Valve Box Reset 2 Each

645K500 Manhole Frame And Cover Reset 7 Each

650A000 Topsoil 500 CUYD

652A100 Seeding 1 Acre

652C000 Mowing 1 Acre

654A000 Solid Sodding 250 SQYD

656A010 Mulching 1 Acre

659C002 Erosion Control Product, Type S2 500 SQYD

665F000 Hay Bales 100 Each

665G000 Sand Bags 100 Each

Item No. Description Quantity UnitsNH-0008(588) Page: 2

665J002 Silt Fence 250 LF

665O001 Silt Fence Removal 250 LF

665Q002 Wattle 250 LF

666A001 Pest Control Treatment 1 Acre

698A000 Construction Fuel (Maximum Bid Limited to $ 134,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 7,140 LF

701C000 Broken Temporary Traffic Stripe 25 Mile

701C001 Solid Temporary Traffic Stripe 24 Mile

703A002 Traffic Control Markings, Class 2, Type A 12,305 SQFT

703B002 Traffic Control Legends, Class 2, Type A 1,346 SQFT

703D001 Temporary Traffic Control Markings 8,320 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 548 Each

705A031 Pavement Markers, Class A-H, Type 1-A 46 Each

705A032 Pavement Markers, Class A-H, Type 1-B 150 Each

705A037 Pavement Markers, Class A-H, Type 2-D 485 Each

705A038 Pavement Markers, Class A-H, Type 2-E 282 Each

730H001 Loop Wire 16,800 LF

740B000 Construction Signs 936 SQFT

740D000 Channelizing Drums 100 Each

740E000 Cones (36 Inches High) 200 Each

740M001 Ballast For Cone 200 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

745A000 Uniformed Police Officer 1,000 HOUR

( ) Item will be bid as lump sum.

20170526048Contract ID:May 26, 2017Letting Date:

Projects:County: HOUSTON

DBE Goal Percent: 8.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-12 (US-84) from east ofthe intersection of SR-123 north of Wicksburg to west of the Beaver Creek Bridge. Length7.220 mi.

110 Working Days

The Bracket Estimate on this project is from $4,018,015 to $4,910,907 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$51.00

048NH-0012(561)

Item No. Description Quantity Units206D000 Removing Pipe 26 LF

206D002 Removing Curb 696 LF

206E000 Removing Headwalls 2 Each

209A000 Mailbox Reset, Single 2 Each

210A000 Unclassified Excavation 6,550 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 135 CUYD

212A000 Machine Grading Shoulders 1,475 STA

214A000 Structure Excavation 9 CUYD

214B000 Foundation Backfill, Local 5 CUYD

230A000 Roadbed Processing 50 RBST

301A025 Crushed Aggregate Base Course, Type B, Road Mixed, 6" Compacted Thickness 6,212 SQYD

401A000 Bituminous Treatment A 6,212 SQYD

405A000 Tack Coat 26,684 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 31 Mile

408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 346,180 SQYD

410H000 Material Remixing Device 1 Each

410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each

424A281 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range E

26,406 Ton

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

9,851 Ton

424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

75 Ton

424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E

200 Ton

424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D

780 Ton

424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D

595 Ton

424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D

780 Ton

424B702 Superpave Bitmuinous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range E

200 Ton

428A001 Scoring Bituminous Pavement Surface 26 Mile

530A001 18" Roadway Pipe (Class 3 R.C.) 18 LF

535A080 18" Side Drain Pipe (Class 3 R.C.) 60 LF

600A000 Mobilization (1) LS

614A000 Slope Paving 35 CUYD

Item No. Description Quantity UnitsNH-0012(561) Page: 2

619A002 18" Roadway Pipe End Treatment, Class 1 1 Each

619A101 18" Side Drain Pipe End Treatment, Class 1 2 Each

621A011 Junction Boxes, Type 1 Or 1P 1 Each

623B000 Concrete Curb, Type N 180 LF

623B001 Concrete Curb, Type N Special 133 LF

623B002 Concrete Curb, Type A 115 LF

650A000 Topsoil 4,097 CUYD

652A100 Seeding 21 Acre

652C000 Mowing 151 Acre

654A001 Solid Sodding (Bermuda) 250 SQYD

656A010 Mulching 21 Acre

665A000 Temporary Seeding 7 Acre

665B001 Temporary Mulching 21 Ton

665E000 Polyethylene 100 SQYD

665G000 Sand Bags 275 Each

665P005 Inlet Protection, Stage 3 Or 4 1 Each

665Q002 Wattle 200 LF

666A001 Pest Control Treatment 21 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 211,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 16 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 18 LF

701C000 Broken Temporary Traffic Stripe 28 Mile

701C001 Solid Temporary Traffic Stripe 29 Mile

701D007 Solid Traffic Stripe Removed (Paint) 1 Mile

701D008 Solid Traffic Stripe Removed (Plastic) 1 Mile

701D014 Broken Traffic Stripe Removed (Paint) 1 Mile

701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 940 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 940 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 940 LF

701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 940 LF

703A002 Traffic Control Markings, Class 2, Type A 4,988 SQFT

703B002 Traffic Control Legends, Class 2, Type A 1,684 SQFT

703D001 Temporary Traffic Control Markings 1,684 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 1,440 Each

705A037 Pavement Markers, Class A-H, Type 2-D 66 Each

728A000 Truck Mounted Impact Attenuator Unit 1 Each

731A013 Traffic Counting Units, Type N 1 Each

740B000 Construction Signs 2,436 SQFT

740C000 Special Construction Signs 9 SQFT

740D000 Channelizing Drums 100 Each

740E000 Cones (36 Inches High) 150 Each

740I002 Warning Lights, Type B 4 Each

Item No. Description Quantity UnitsNH-0012(561) Page: 3

740M001 Ballast For Cone 150 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

742A001 Portable Changeable Message Sign, Type 2 2 Each

( ) Item will be bid as lump sum.

20170526049Contract ID:May 26, 2017Letting Date:

Projects:County: MOBILE

DBE Goal Percent: 8.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-193 from near the junctionof Higgins Road (MP 25.180) to the junction of Oak Ridge Avenue in Mobile. Length 1.294 mi.

60 Working Days

The Bracket Estimate on this project is from $993,806 to $1,214,652 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$9.00

049NH-0193(505)

Item No. Description Quantity Units405A000 Tack Coat 9,611 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 96,106 SQYD

410H000 Material Remixing Device 1 Each

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

6,864 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

2,054 Ton

424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

25 Ton

424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

25 Ton

428A001 Scoring Bituminous Pavement Surface 3 Mile

600A000 Mobilization (1) LS

650A000 Topsoil 350 CUYD

652A100 Seeding 1 Acre

652C000 Mowing 10 Acre

656A010 Mulching 1 Acre

665B001 Temporary Mulching 2 Ton

665J002 Silt Fence 2,000 LF

665O001 Silt Fence Removal 2,000 LF

665Q002 Wattle 500 LF

698A000 Construction Fuel (Maximum Bid Limited to $ 60,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 4,272 LF

701C000 Broken Temporary Traffic Stripe 4 Mile

701C001 Solid Temporary Traffic Stripe 17 Mile

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,842 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 921 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 921 LF

701H001 Solid Traffic Stripe Removed (Plastic) 1,842 LF

701H006 Broken Traffic Stripe Removed (Plastic) 1,842 LF

703A002 Traffic Control Markings, Class 2, Type A 5,951 SQFT

703B002 Traffic Control Legends, Class 2, Type A 472 SQFT

703D001 Temporary Traffic Control Markings 1,179 SQFT

Item No. Description Quantity UnitsNH-0193(505) Page: 2

705A030 Pavement Markers, Class A-H, Type 2-C 178 Each

705A031 Pavement Markers, Class A-H, Type 1-A 246 Each

705A032 Pavement Markers, Class A-H, Type 1-B 160 Each

705A037 Pavement Markers, Class A-H, Type 2-D 476 Each

705A038 Pavement Markers, Class A-H, Type 2-E 130 Each

730H001 Loop Wire 14,950 LF

730I001 Loop Detector Lead-In-Cable 1,600 LF

730K000 Traffic Signal Junction Box 2 Each

730L005 2", Non-Metallic, Conduit 300 LF

740B000 Construction Signs 1,029 SQFT

740D000 Channelizing Drums 250 Each

740E000 Cones (36 Inches High) 250 Each

740M001 Ballast For Cone 250 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

( ) Item will be bid as lump sum.

20170526050Contract ID:May 26, 2017Letting Date:

Projects:County: TALLAPOOSA

DBE Goal Percent: 5.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-38 (US-280) from just eastof the junction of SR-49 (MP 80.203) to the junction of East South Street in Dadeville. Length4.078 mi.

65 Working Days

The Bracket Estimate on this project is from $2,615,406 to $3,196,607 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$12.00

050NH-0038(536)

Item No. Description Quantity Units206D001 Removing Guardrail 4,600 LF

206E008 Removing Guardrail End Anchor (All Type) 12 Each

209A000 Mailbox Reset, Single 4 Each

401B100 Bituminous Treatment E (With Polymer Additive) 126,500 SQYD

401B107 Bituminous Treatment KG (With Polymer Additive) 35,000 SQYD

405A000 Tack Coat 5,800 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile

408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 7,800 SQYD

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 93,000 SQYD

408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 28,750 SQYD

408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 15,350 SQYD

410H000 Material Remixing Device 1 Each

410I000 Smoothness Testing, Certified Inertial Profiler 1 Each

420A015 Polymer Modified Open Graded Friction Course 2,000 Ton

420B000 Open Graded Friction Course Tack Coat 6,615 Gal

424A276 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range E

7,000 Ton

424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" MaximumAggregate Size Mix,ESAL Range C/D

75 Ton

424B280 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range E

11,000 Ton

424B287 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range E

300 Ton

424B584 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL E

300 Ton

424B661 Superpave Bituminous Concrete Upper Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

145 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 300 Ton

600A000 Mobilization (1) LS

630A001 Steel Beam Guardrail, Class A, Type 2 4,600 LF

630C000 Guardrail End Anchor, Type 10 6 Each

630C001 Guardrail End Anchor, Type 8 4 Each

630C003 Guardrail End Anchor, Type 13 2 Each

698A000 Construction Fuel (Maximum Bid Limited to $ 80,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile

Item No. Description Quantity UnitsNH-0038(536) Page: 2

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 6,600 LF

701C000 Broken Temporary Traffic Stripe 54 Mile

701C001 Solid Temporary Traffic Stripe 72 Mile

701E006 Solid Temporary Traffic Stripe (Removable Tape) 830 LF

701E009 Broken Temporary Traffic Stripe (Removable Tape) 830 LF

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 415 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 415 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 415 LF

701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 415 LF

701H002 Solid Traffic Stripe Removed (Tape) 830 LF

701H007 Broken Traffic Stripe Removed (Tape) 415 LF

703A002 Traffic Control Markings, Class 2, Type A 4,800 SQFT

703B002 Traffic Control Legends, Class 2, Type A 1,100 SQFT

703D001 Temporary Traffic Control Markings 8,600 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 500 Each

705A031 Pavement Markers, Class A-H, Type 1-A 650 Each

705A037 Pavement Markers, Class A-H, Type 2-D 700 Each

705A038 Pavement Markers, Class A-H, Type 2-E 75 Each

730H001 Loop Wire 4,825 LF

730I001 Loop Detector Lead-In-Cable 1,100 LF

740B000 Construction Signs 2,326 SQFT

740E000 Cones (36 Inches High) 200 Each

740M001 Ballast For Cone 200 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each

( ) Item will be bid as lump sum.

20170526052Contract ID:May 26, 2017Letting Date:

Projects:County: WINSTON

DBE Goal Percent: 8.00Contract Time:

Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-74(US-278) from east of the junction of CR-20 to west of the junction of Chilcoat Road in DoubleSprings. Length 5.581 mi.

45 Working Days

The Bracket Estimate on this project is from $1,256,054 to $1,535,178 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$7.00

052NH-HSIP-0074(539)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 97 SQYD

206D001 Removing Guardrail 463 LF

206E008 Removing Guardrail End Anchor (All Type) 4 Each

206E014 Removing Guardrail End Anchor (Type 2A) 4 Each

209A000 Mailbox Reset, Single 10 Each

209A001 Mailbox Reset, Double 2 Each

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,239 Ton

405A000 Tack Coat 19,176 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile

408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 110,061 SQYD

410H000 Material Remixing Device 1 Each

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

9,080 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

85 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

50 Ton

424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

2,437 Ton

428A001 Scoring Bituminous Pavement Surface 12 Mile

600A000 Mobilization (1) LS

629E015 Bridge Rail Retrofit, Type SC(CB) 424 LF

630A001 Steel Beam Guardrail, Class A, Type 2 463 LF

630C003 Guardrail End Anchor, Type 13 4 Each

630C050 Guardrail End Anchor, Type 20 Series 4 Each

665J002 Silt Fence 500 LF

665O001 Silt Fence Removal 500 LF

665Q002 Wattle 500 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 40,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile

701B205 Dotted, Class 2, Type A, Traffic Stripe 1,822 LF

701C000 Broken Temporary Traffic Stripe 17 Mile

701C001 Solid Temporary Traffic Stripe 79 Mile

Item No. Description Quantity UnitsNH-HSIP-0074(539) Page: 2

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 423 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 423 LF

701H002 Solid Traffic Stripe Removed (Tape) 845 LF

703A011 Traffic Control Markings, Class W, Type A 932 SQFT

703D002 Temporary Traffic Control Markings (Paint) 436 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 508 Each

705A032 Pavement Markers, Class A-H, Type 1-B 165 Each

705A037 Pavement Markers, Class A-H, Type 2-D 365 Each

728A000 Truck Mounted Impact Attenuator Unit 1 Each

740B000 Construction Signs 1,149 SQFT

740D000 Channelizing Drums 300 Each

740O000 Pilot Car 1 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

742A001 Portable Changeable Message Sign, Type 2 2 Each

( ) Item will be bid as lump sum.

20170526055Contract ID:May 26, 2017Letting Date:

Projects:County: SHELBY

DBE Goal Percent: 5.50Contract Time:

Description: for constructing the Planing, Resurfacing, Bridge Rail Retrofit, and Traffic Stripe on SR-3(US-31) from north of the junction of CR-68 in Alabaster to the Bishop Creek Bridge in Pelham(Site 1) and the Planing, Resurfacing, and Traffic Stripe on SR-3 (US-31) from north of thejunction of Fulton Lake Road to the I-65 Overpass in Alabaster (Site 2). Length 5.519 mi.

100 Working Days

The Bracket Estimate on this project is from $4,033,104 to $4,929,350 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$9.00

055NH-0003(609), STPAA-0003(606)

Item No. Description Quantity Units206D001 Removing Guardrail 936 LF

206E008 Removing Guardrail End Anchor (All Type) 5 Each

206E014 Removing Guardrail End Anchor (Type 2A) 5 Each

210A000 Unclassified Excavation 50 CUYD

210D001 Borrow Excavation (Loose Truckbed Measurement) 550 CUYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,100 Ton

405A000 Tack Coat 37,189 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 27 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 295,032 SQYD

410H000 Material Remixing Device 2 Each

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

23,675 Ton

424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

3,620 Ton

424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

2,030 Ton

424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

11,150 Ton

428A001 Scoring Bituminous Pavement Surface 9 Mile

600A000 Mobilization (1) LS

629E015 Bridge Rail Retrofit, Type SC(CB) 854 LF

630A001 Steel Beam Guardrail, Class A, Type 2 950 LF

630A023 Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit) 939 LF

630C001 Guardrail End Anchor, Type 8 1 Each

630C003 Guardrail End Anchor, Type 13 4 Each

630C050 Guardrail End Anchor, Type 20 Series 3 Each

630C070 Guardrail End Anchor, Type 10 Series 1 Each

650A000 Topsoil 1,484 CUYD

652A100 Seeding 3 Acre

654A000 Solid Sodding 530 SQYD

656A010 Mulching 3 Acre

665A000 Temporary Seeding 3 Acre

665B001 Temporary Mulching 8 Ton

665G000 Sand Bags 800 Each

665J002 Silt Fence 5,320 LF

665O001 Silt Fence Removal 5,320 LF

Item No. Description Quantity UnitsNH-0003(609) Page: 2

665Q002 Wattle 2,910 LF

666A001 Pest Control Treatment 1 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 211,210.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 6,250 LF

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 27,879 LF

701C000 Broken Temporary Traffic Stripe 44 Mile

701C001 Solid Temporary Traffic Stripe 62 Mile

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,792 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,792 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,792 LF

701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 1,792 LF

701H002 Solid Traffic Stripe Removed (Tape) 3,584 LF

701H007 Broken Traffic Stripe Removed (Tape) 1,792 LF

703A002 Traffic Control Markings, Class 2, Type A 31,009 SQFT

703B002 Traffic Control Legends, Class 2, Type A 3,609 SQFT

703D001 Temporary Traffic Control Markings 14,934 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 1,867 Each

705A031 Pavement Markers, Class A-H, Type 1-A 1,631 Each

705A032 Pavement Markers, Class A-H, Type 1-B 181 Each

705A037 Pavement Markers, Class A-H, Type 2-D 52 Each

705A038 Pavement Markers, Class A-H, Type 2-E 801 Each

730H001 Loop Wire 25,199 LF

740B000 Construction Signs 3,954 SQFT

740D000 Channelizing Drums 450 Each

740I002 Warning Lights, Type B 6 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 4 Each

742A001 Portable Changeable Message Sign, Type 2 4 Each

( ) Item will be bid as lump sum.

20170526056Contract ID:May 26, 2017Letting Date:

Projects:County: GREENE

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Planing, Resurfacing, Curb Ramp Improvements, and Traffic Stripe onSR-7 (US-11) from the junction of Prairie Avenue to a point near MP 44.654 in Eutaw (Site 1)and on SR-14 from the junction of Tuscaloosa Street to the junction of SR-7 (Boligee Street)in Eutaw (Site 2). Length 0.552 mi.

30 Working Days

The Bracket Estimate on this project is from $357,507 to $436,953 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$10.00

056STPAA-0007(543)

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 118 SQYD

206D002 Removing Curb 61 LF

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 50 Ton

401B108 Bituminous Treatment G (With Polymer Additive) 4,483 SQYD

405A000 Tack Coat 2,133 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 14,727 SQYD

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

1,215 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

1,121 Ton

517D000 Sidewalk Handrail 24 LF

600A000 Mobilization (1) LS

614B000 Reinforced Slope Paving 27 CUYD

618A000 Concrete Sidewalk, 4" Thick 100 SQYD

618C000 Truncated Dome Retrofit 72 SQFT

623B004 Concrete Curb, Type D 56 LF

654A001 Solid Sodding (Bermuda) 17 SQYD

665E000 Polyethylene 190 SQYD

665G000 Sand Bags 85 Each

698A000 Construction Fuel (Maximum Bid Limited to $ 19,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 110 LF

701C001 Solid Temporary Traffic Stripe 4 Mile

703A002 Traffic Control Markings, Class 2, Type A 7,024 SQFT

703B002 Traffic Control Legends, Class 2, Type A 45 SQFT

703D001 Temporary Traffic Control Markings 1,284 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 10 Each

705A037 Pavement Markers, Class A-H, Type 2-D 63 Each

710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)

18 SQFT

710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)

28 LF

740B000 Construction Signs 1,227 SQFT

740D000 Channelizing Drums 75 Each

Item No. Description Quantity UnitsSTPAA-0007(543) Page: 2

740E000 Cones (36 Inches High) 50 Each

740M001 Ballast For Cone 50 Each

( ) Item will be bid as lump sum.

20170526058Contract ID:May 26, 2017Letting Date:

Projects:County: SHELBY

DBE Goal Percent: 6.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-25 from north of theintersection of CR-61 (MP 139.114) to the intersection of SR-38 (US-280) in Harpersville.Length 8.017 mi.

100 Working Days

The Bracket Estimate on this project is from $3,592,600 to $4,390,955 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$11.00

058STPAA-0025(548)

Item No. Description Quantity Units206D001 Removing Guardrail 300 LF

206E008 Removing Guardrail End Anchor (All Type) 8 Each

209A000 Mailbox Reset, Single 1 Each

210D001 Borrow Excavation (Loose Truckbed Measurement) 1,400 CUYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,250 Ton

405A000 Tack Coat 13,980 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 10 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 139,789 SQYD

410H000 Material Remixing Device 1 Each

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

12,543 Ton

424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

373 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

1,000 Ton

424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

27,000 Ton

428A001 Scoring Bituminous Pavement Surface 17 Mile

600A000 Mobilization (1) LS

630A001 Steel Beam Guardrail, Class A, Type 2 600 LF

630C000 Guardrail End Anchor, Type 10 8 Each

650A000 Topsoil 5,395 CUYD

652A100 Seeding 10 Acre

654A001 Solid Sodding (Bermuda) 800 SQYD

656A010 Mulching 10 Acre

665A000 Temporary Seeding 17 Acre

665B001 Temporary Mulching 49 Ton

665G000 Sand Bags 500 Each

665J002 Silt Fence 5,000 LF

665O001 Silt Fence Removal 5,000 LF

665Q002 Wattle 2,504 LF

666A001 Pest Control Treatment 10 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 209,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 16 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile

Item No. Description Quantity UnitsSTPAA-0025(548) Page: 2

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 814 LF

701C000 Broken Temporary Traffic Stripe 31 Mile

701C001 Solid Temporary Traffic Stripe 96 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,174 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,174 LF

701H002 Solid Traffic Stripe Removed (Tape) 2,347 LF

703A002 Traffic Control Markings, Class 2, Type A 2,659 SQFT

703B002 Traffic Control Legends, Class 2, Type A 68 SQFT

703D001 Temporary Traffic Control Markings 492 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 19 Each

705A032 Pavement Markers, Class A-H, Type 1-B 150 Each

705A037 Pavement Markers, Class A-H, Type 2-D 576 Each

740B000 Construction Signs 1,181 SQFT

740D000 Channelizing Drums 200 Each

740I002 Warning Lights, Type B 4 Each

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526059Contract ID:May 26, 2017Letting Date:

Projects:County: SHELBY

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-25/SR-53 (US-231) fromthe intersection of SR-38 (US-280) in Harpersville to the St. Clair County Line. Length 7.673mi.

110 Working Days

The Bracket Estimate on this project is from $3,772,792 to $4,611,191 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$4.00

059STPAA-0053(580)

Item No. Description Quantity Units206D001 Removing Guardrail 110 LF

206E008 Removing Guardrail End Anchor (All Type) 4 Each

209A000 Mailbox Reset, Single 3 Each

210D001 Borrow Excavation (Loose Truckbed Measurement) 1,400 CUYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,700 Ton

405A000 Tack Coat 13,644 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 136,427 SQYD

410H000 Material Remixing Device 1 Each

410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

12,423 Ton

424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

199 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

1,000 Ton

424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

30,000 Ton

428A001 Scoring Bituminous Pavement Surface 15 Mile

600A000 Mobilization (1) LS

629D002 Bridge Guardrail Retrofit, Type BC 4 Each

630A001 Steel Beam Guardrail, Class A, Type 2 350 LF

630C003 Guardrail End Anchor, Type 13 4 Each

630C070 Guardrail End Anchor, Type 10 Series 4 Each

650A000 Topsoil 5,162 CUYD

652A100 Seeding 10 Acre

654A001 Solid Sodding (Bermuda) 480 SQYD

656A010 Mulching 10 Acre

665A000 Temporary Seeding 16 Acre

665B001 Temporary Mulching 47 Ton

665G000 Sand Bags 250 Each

665J002 Silt Fence 7,673 LF

665O001 Silt Fence Removal 7,673 LF

665Q002 Wattle 1,200 LF

666A001 Pest Control Treatment 10 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 120,000.00) (1) LS

Item No. Description Quantity UnitsSTPAA-0053(580) Page: 2

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 16 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 317 LF

701C000 Broken Temporary Traffic Stripe 17 Mile

701C001 Solid Temporary Traffic Stripe 64 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 318 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 318 LF

701H002 Solid Traffic Stripe Removed (Tape) 636 LF

703A002 Traffic Control Markings, Class 2, Type A 1,385 SQFT

703B002 Traffic Control Legends, Class 2, Type A 259 SQFT

703D001 Temporary Traffic Control Markings 1,118 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 6 Each

705A032 Pavement Markers, Class A-H, Type 1-B 207 Each

705A037 Pavement Markers, Class A-H, Type 2-D 578 Each

705A038 Pavement Markers, Class A-H, Type 2-E 27 Each

740B000 Construction Signs 1,905 SQFT

740D000 Channelizing Drums 200 Each

740I002 Warning Lights, Type B 4 Each

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526060Contract ID:May 26, 2017Letting Date:

Projects:County: AUTAUGA

DBE Goal Percent: 2.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-47 from the junction SR-14 to thejunction of CR-86 in Prattville. Length 4.332 mi.

30 Working Days

The Bracket Estimate on this project is from $358,573 to $438,256 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

060STPAA-0116(250)

Item No. Description Quantity Units405A000 Tack Coat 2,650 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

3,985 Ton

424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range A/B

200 Ton

600A000 Mobilization (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 20,100.00) (1) LS

701A030 Solid White, Class 2T, Type A Traffic Stripe 9 Mile

701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 7 Mile

701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 2 Mile

701C000 Broken Temporary Traffic Stripe 2 Mile

701C001 Solid Temporary Traffic Stripe 15 Mile

703A004 Traffic Control Markings, Class 2T, Type A 150 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 130 Each

705A037 Pavement Markers, Class A-H, Type 2-D 405 Each

740B000 Construction Signs 213 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526061Contract ID:May 26, 2017Letting Date:

Projects:County: JEFFERSON

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Planing, Resurfacing, Bridge Guardrail Retrofit, and Traffic Stripe onSR-119 from the Shelby County Line to the junction of SR-4 (US-78) in Leeds. Length 7.895mi.

50 Working Days

The Bracket Estimate on this project is from $1,974,202 to $2,412,913 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$4.00

061STPAA-0119(511)

Item No. Description Quantity Units206E008 Removing Guardrail End Anchor (All Type) 4 Each

210D001 Borrow Excavation (Loose Truckbed Measurement) 300 CUYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 500 Ton

405A000 Tack Coat 12,246 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 116,403 SQYD

410H000 Material Remixing Device 1 Each

420A015 Polymer Modified Open Graded Friction Course 5,130 Ton

420B000 Open Graded Friction Course Tack Coat 11,400 Gal

424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

10,578 Ton

424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

669 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

600 Ton

424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

500 Ton

428A001 Scoring Bituminous Pavement Surface 1 Mile

600A000 Mobilization (1) LS

629D002 Bridge Guardrail Retrofit, Type BC 4 Each

630A001 Steel Beam Guardrail, Class A, Type 2 25 LF

630C003 Guardrail End Anchor, Type 13 2 Each

630C070 Guardrail End Anchor, Type 10 Series 6 Each

650A000 Topsoil 120 CUYD

652A100 Seeding 1 Acre

654A000 Solid Sodding 720 SQYD

656A010 Mulching 1 Acre

665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 3 Ton

665G000 Sand Bags 250 Each

665J002 Silt Fence 1,000 LF

665O001 Silt Fence Removal 1,000 LF

665Q002 Wattle 500 LF

698A000 Construction Fuel (Maximum Bid Limited to $ 115,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 16 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

Item No. Description Quantity UnitsSTPAA-0119(511) Page: 2

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 80 LF

701C000 Broken Temporary Traffic Stripe 18 Mile

701C001 Solid Temporary Traffic Stripe 71 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 317 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 317 LF

701H000 Solid Traffic Stripe Removed (Paint) 634 LF

703A002 Traffic Control Markings, Class 2, Type A 1,953 SQFT

703B002 Traffic Control Legends, Class 2, Type A 477 SQFT

703D001 Temporary Traffic Control Markings 1,088 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 52 Each

705A031 Pavement Markers, Class A-H, Type 1-A 7,643 Each

705A032 Pavement Markers, Class A-H, Type 1-B 213 Each

705A037 Pavement Markers, Class A-H, Type 2-D 632 Each

705A038 Pavement Markers, Class A-H, Type 2-E 50 Each

730H001 Loop Wire 408 LF

740B000 Construction Signs 1,993 SQFT

740D000 Channelizing Drums 100 Each

740I002 Warning Lights, Type B 8 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each

( ) Item will be bid as lump sum.

20170526065Contract ID:May 26, 2017Letting Date:

Projects:County: LAMAR

DBE Goal Percent: 5.00Contract Time:

Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-18 from theintersection of CR-49 to the Fayette County Line. Length 3.224 mi.

40 Working Days

The Bracket Estimate on this project is from $1,542,366 to $1,885,114 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$6.00

065STPAA-HSIP-0018(507)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 9 SQYD

206D001 Removing Guardrail 925 LF

206E008 Removing Guardrail End Anchor (All Type) 10 Each

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,681 Ton

401B108 Bituminous Treatment G (With Polymer Additive) 56,263 SQYD

405A000 Tack Coat 10,895 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile

410H000 Material Remixing Device 1 Each

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

4,642 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

23 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

1,065 Ton

424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

6,906 Ton

424B662 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range C/D

1,324 Ton

428A001 Scoring Bituminous Pavement Surface 7 Mile

600A000 Mobilization (1) LS

630A001 Steel Beam Guardrail, Class A, Type 2 875 LF

630C000 Guardrail End Anchor, Type 10 3 Each

630C050 Guardrail End Anchor, Type 20 Series 7 Each

665F000 Hay Bales 400 Each

665G000 Sand Bags 200 Each

665J002 Silt Fence 1,000 LF

665O001 Silt Fence Removal 1,000 LF

665Q002 Wattle 100 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 70,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile

701C000 Broken Temporary Traffic Stripe 6 Mile

701C001 Solid Temporary Traffic Stripe 33 Mile

703A002 Traffic Control Markings, Class 2, Type A 100 SQFT

703D001 Temporary Traffic Control Markings 300 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 121 Each

Item No. Description Quantity UnitsSTPAA-HSIP-0018(507) Page: 2

705A037 Pavement Markers, Class A-H, Type 2-D 177 Each

740B000 Construction Signs 749 SQFT

740D000 Channelizing Drums 200 Each

740E000 Cones (36 Inches High) 200 Each

740I002 Warning Lights, Type B 2 Each

740M001 Ballast For Cone 200 Each

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526066Contract ID:May 26, 2017Letting Date:

Projects:County: SUMTER

DBE Goal Percent: 6.00Contract Time:

Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-28 fromthe junction of SR-17 to the junction of SR-7 (US-11) in Livingston. Length 7.665 mi.

70 Working Days

The Bracket Estimate on this project is from $2,415,320 to $2,952,058 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$9.00

066STPAA-HSIP-0028(511)

Item No. Description Quantity Units206B009 Removal Of Old Box Culvert, Partial, Station (MP 3.619 - MP 3.627) (1) LS

206B010 Removal Of Old Box Culvert, Partial, Station (MP 4.368 - MP 4.376) (1) LS

206B011 Removal Of Old Box Culvert, Partial, Station (MP 4.768 - MP 4.772) (1) LS

206B012 Removal Of Old Box Culvert, Partial, Station (MP 4.973 - MP 4.979) (1) LS

206C010 Removing Concrete Driveway 12 SQYD

206D001 Removing Guardrail 700 LF

206E008 Removing Guardrail End Anchor (All Type) 64 Each

209A000 Mailbox Reset, Single 2 Each

209A002 Mailbox Reset, Multiple 2 Each

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,078 Ton

405A000 Tack Coat 23,470 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 8 Mile

408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 117,226 SQYD

410H000 Material Remixing Device 1 Each

410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

8,802 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

200 Ton

424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

9,833 Ton

424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D

100 Ton

424B692 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range C/D

2,345 Ton

428A001 Scoring Bituminous Pavement Surface 15 Mile

600A000 Mobilization (1) LS

629D000 Bridge Guardrail Retrofit, Type IC 4 Each

630A001 Steel Beam Guardrail, Class A, Type 2 1,613 LF

630C003 Guardrail End Anchor, Type 13 12 Each

630C050 Guardrail End Anchor, Type 20 Series 36 Each

665A000 Temporary Seeding 3 Acre

665B001 Temporary Mulching 6 Ton

665J002 Silt Fence 1,700 LF

665O001 Silt Fence Removal 1,700 LF

665Q002 Wattle 640 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 80,000.00) (1) LS

Item No. Description Quantity UnitsSTPAA-HSIP-0028(511) Page: 2

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 16 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 11 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 634 LF

701C000 Broken Temporary Traffic Stripe 5 Mile

701C001 Solid Temporary Traffic Stripe 88 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,284 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,284 LF

701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 300 LF

701H001 Solid Traffic Stripe Removed (Plastic) 2,568 LF

703A002 Traffic Control Markings, Class 2, Type A 1,236 SQFT

703B002 Traffic Control Legends, Class 2, Type A 465 SQFT

703D001 Temporary Traffic Control Markings 1,236 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 28 Each

705A032 Pavement Markers, Class A-H, Type 1-B 220 Each

705A037 Pavement Markers, Class A-H, Type 2-D 542 Each

740B000 Construction Signs 1,654 SQFT

740D000 Channelizing Drums 500 Each

740I002 Warning Lights, Type B 2 Each

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526067Contract ID:May 26, 2017Letting Date:

Projects:County: TALLAPOOSA

DBE Goal Percent: 5.00Contract Time:

Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-50 fromthe intersection of SR-49 to the intersection of SR-38 (US-280) in Camp Hill. Length 11.325mi.

65 Working Days

The Bracket Estimate on this project is from $2,334,733 to $2,853,563 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

067STPAA-HSIP-0050(504)

Item No. Description Quantity Units209A000 Mailbox Reset, Single 23 Each

209A002 Mailbox Reset, Multiple 5 Each

210D001 Borrow Excavation (Loose Truckbed Measurement) 300 CUYD

401B100 Bituminous Treatment E (With Polymer Additive) 158,500 SQYD

405A000 Tack Coat 8,000 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 12 Mile

408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 2,600 SQYD

410H000 Material Remixing Device 1 Each

410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

17,500 Ton

424A349 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

250 Ton

424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

300 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

300 Ton

424C350 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range A/B

4,700 Ton

428A001 Scoring Bituminous Pavement Surface 23 Mile

430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,500 Ton

600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 1,000 SQYD

629D003 Bridge Guardrail Retrofit, Type SC 8 Each

630A001 Steel Beam Guardrail, Class A, Type 2 100 LF

630C003 Guardrail End Anchor, Type 13 8 Each

630C050 Guardrail End Anchor, Type 20 Series 8 Each

665A000 Temporary Seeding 11 Acre

665B001 Temporary Mulching 33 Ton

665G000 Sand Bags 100 Each

665J002 Silt Fence 200 LF

665O001 Silt Fence Removal 200 LF

665Q002 Wattle 1,400 LF

698A000 Construction Fuel (Maximum Bid Limited to $ 122,285.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 23 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 19 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile

Item No. Description Quantity UnitsSTPAA-HSIP-0050(504) Page: 2

701C000 Broken Temporary Traffic Stripe 8 Mile

701C001 Solid Temporary Traffic Stripe 82 Mile

701E006 Solid Temporary Traffic Stripe (Removable Tape) 1,330 LF

701E009 Broken Temporary Traffic Stripe (Removable Tape) 550 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,090 LF

701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 550 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 240 LF

701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 300 LF

701H002 Solid Traffic Stripe Removed (Tape) 1,330 LF

701H007 Broken Traffic Stripe Removed (Tape) 550 LF

703A002 Traffic Control Markings, Class 2, Type A 500 SQFT

703D001 Temporary Traffic Control Markings 1,000 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 200 Each

705A037 Pavement Markers, Class A-H, Type 2-D 1,150 Each

740B000 Construction Signs 2,080 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526068Contract ID:May 26, 2017Letting Date:

Projects:County: BULLOCK

DBE Goal Percent: 6.00Contract Time:

Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-51 from theBarbour County Line to the junction of SR-6 (US-82) in Midway. Length 5.749 mi.

50 Working Days

The Bracket Estimate on this project is from $1,491,408 to $1,822,832 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$2.00

068STPAA-HSIP-0051(514)

Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 2,000 CUYD

212A000 Machine Grading Shoulders 607 STA

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,000 Ton

401B100 Bituminous Treatment E (With Polymer Additive) 85,090 SQYD

405A000 Tack Coat 1,500 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 88,910 SQYD

410H000 Material Remixing Device 1 Each

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

8,190 Ton

424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

660 Ton

424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

500 Ton

424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

500 Ton

424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D

3,000 Ton

428A001 Scoring Bituminous Pavement Surface 12 Mile

600A000 Mobilization (1) LS

610D003 Filter Blanket, Geotextile 335 SQYD

650A000 Topsoil 3,000 CUYD

652A100 Seeding 12 Acre

652C000 Mowing 12 Acre

654A000 Solid Sodding 250 SQYD

656A010 Mulching 12 Acre

659C002 Erosion Control Product, Type S2 500 SQYD

665A000 Temporary Seeding 12 Acre

665B001 Temporary Mulching 36 Ton

665F000 Hay Bales 100 Each

665G000 Sand Bags 100 Each

665J002 Silt Fence 1,800 LF

665O001 Silt Fence Removal 1,800 LF

665Q002 Wattle 500 LF

666A001 Pest Control Treatment 12 Acre

698A000 Construction Fuel (Maximum Bid Limited to $ 88,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile

Item No. Description Quantity UnitsSTPAA-HSIP-0051(514) Page: 2

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile

701C000 Broken Temporary Traffic Stripe 3 Mile

701C001 Solid Temporary Traffic Stripe 67 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 240 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 240 LF

701H001 Solid Traffic Stripe Removed (Plastic) 480 LF

705A032 Pavement Markers, Class A-H, Type 1-B 150 Each

705A037 Pavement Markers, Class A-H, Type 2-D 610 Each

740B000 Construction Signs 1,432 SQFT

740D000 Channelizing Drums 100 Each

740E000 Cones (36 Inches High) 300 Each

740M001 Ballast For Cone 300 Each

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526074Contract ID:May 26, 2017Letting Date:

Projects:County: CHEROKEE

DBE Goal Percent: 9.00Contract Time:

Description: for constructing the Resurfacing, Guardrail Improvements, and Traffic Stripe on CR-33 fromthe junction of CR-308 to north of the junction of CR-172 (Site 1) and on CR-20 from theintersection of CR-7 to the junction of CR-150 west of Centre (Site 2). Length 4.598 mi.

45 Working Days

The Bracket Estimate on this project is from $506,009 to $618,455 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$5.00

074STPNU-1017(251), STPNU-1017(250)

Item No. Description Quantity Units206D001 Removing Guardrail 660 LF

206E019 Removing Guardrail End Anchor (Type 10) 7 Each

401B100 Bituminous Treatment E (With Polymer Additive) 51,275 SQYD

405A000 Tack Coat 400 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 256 SQYD

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

4,131 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

500 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,625 Ton

600A000 Mobilization (1) LS

630A001 Steel Beam Guardrail, Class A, Type 2 50 LF

630A004 Steel Beam Guardrail, Class B, Type 2 660 LF

630C070 Guardrail End Anchor, Type 10 Series 7 Each

698A000 Construction Fuel (Maximum Bid Limited to $ 29,600.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 10 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 8 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 4 Mile

701C000 Broken Temporary Traffic Stripe 4 Mile

701C001 Solid Temporary Traffic Stripe 16 Mile

701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 238 LF

703A002 Traffic Control Markings, Class 2, Type A 174 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 160 Each

705A037 Pavement Markers, Class A-H, Type 2-D 400 Each

740B000 Construction Signs 258 SQFT

740E000 Cones (36 Inches High) 25 Each

740M001 Ballast For Cone 25 Each

( ) Item will be bid as lump sum.

20170526075Contract ID:May 26, 2017Letting Date:

Projects:County: COOSA

DBE Goal Percent: 3.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-56 from the intersection of CR-55 tothe intersection of CR-29 in Weogufka. Length 3.199 mi.

30 Working Days

The Bracket Estimate on this project is from $349,468 to $427,128 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

075STPNU-1917(250)

Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 33,792 SQYD

405A000 Tack Coat 1,014 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile

424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

3,097 Ton

424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B

500 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

50 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 833 Ton

600A000 Mobilization (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 19,600.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 7 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 6 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile

701C000 Broken Temporary Traffic Stripe 1 Mile

701C001 Solid Temporary Traffic Stripe 6 Mile

703A002 Traffic Control Markings, Class 2, Type A 218 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 40 Each

705A037 Pavement Markers, Class A-H, Type 2-D 380 Each

740B000 Construction Signs 291 SQFT

740D000 Channelizing Drums 1 Each

( ) Item will be bid as lump sum.

20170526076Contract ID:May 26, 2017Letting Date:

Projects:County: CRENSHAW

DBE Goal Percent: 2.00Contract Time:

Description: for constructing the Resurfacing (Triple Layer Bituminous Surface Treatment) and TrafficStripe on CR-30 (Beaver Pond Road) from the intersection of CR-59 in Petrey to west of thebridge near the Pike County Line (Site 1) and on CR-28 (North Goshen Road) from thejunction of SR-10 (US-29) to the Pike County Line (Site 2). Length 5.299 mi.

30 Working Days

The Bracket Estimate on this project is from $600,939 to $734,481 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

076STPNU-2116(252), STPNU-2116(251)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 58 SQYD

405A000 Tack Coat 4,625 Gal

409A001 Triple Layer Bituminous Treatment 66,086 SQYD

424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B

200 Ton

424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B

800 Ton

424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range A/B

2,790 Ton

600A000 Mobilization (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 33,700.00) (1) LS

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 10 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 3 Mile

701C000 Broken Temporary Traffic Stripe 5 Mile

701C001 Solid Temporary Traffic Stripe 19 Mile

740B000 Construction Signs 373 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526077Contract ID:May 26, 2017Letting Date:

Projects:County: JACKSON

DBE Goal Percent: 10.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-33 from the junction of CR-28northwest of Hollywood to the intersection of CR-32. Length 1.855 mi.

30 Working Days

The Bracket Estimate on this project is from $456,415 to $557,840 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

077STPNU-3616(250)

Item No. Description Quantity Units405A000 Tack Coat 950 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

1,670 Ton

424B644 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range A/B

2,651 Ton

424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B

186 Ton

424C344 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate SizeMix, ESAL Range A/B

500 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 743 Ton

600A000 Mobilization (1) LS

630C022 Guardrail End Anchor, Type Special 8 Each

630C070 Guardrail End Anchor, Type 10 Series 8 Each

698A000 Construction Fuel (Maximum Bid Limited to $ 25,600.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 4 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 3 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile

701C000 Broken Temporary Traffic Stripe 1 Mile

701C001 Solid Temporary Traffic Stripe 3 Mile

703A002 Traffic Control Markings, Class 2, Type A 120 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 31 Each

705A037 Pavement Markers, Class A-H, Type 2-D 184 Each

740B000 Construction Signs 287 SQFT

740E000 Cones (36 Inches High) 100 Each

740M001 Ballast For Cone 100 Each

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526078Contract ID:May 26, 2017Letting Date:

Projects:County: LAUDERDALE

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-144 from the junction of CR-47 tothe junction of CR-33. Length 2.055 mi.

45 Working Days

The Bracket Estimate on this project is from $418,407 to $511,386 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

078STPNU-3916(251)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 73 SQYD

209A000 Mailbox Reset, Single 7 Each

212A000 Machine Grading Shoulders 217 STA

305B079 Crushed Aggregate,Section 825,Type A,For Miscellaneous Use 715 Ton

405A000 Tack Coat 724 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

2,009 Ton

424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B

2,904 Ton

424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B

200 Ton

424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

200 Ton

424C350 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range A/B

200 Ton

600A000 Mobilization (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 23,500.00) (1) LS

701A231 Solid White, Class 2, Type A Traffic Stripe 4 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 4 Mile

701C001 Solid Temporary Traffic Stripe 4 Mile

703A002 Traffic Control Markings, Class 2, Type A 100 SQFT

703D001 Temporary Traffic Control Markings 100 SQFT

705A037 Pavement Markers, Class A-H, Type 2-D 272 Each

740B000 Construction Signs 276 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526081Contract ID:May 26, 2017Letting Date:

Projects:County: HOUSTON

DBE Goal Percent: 2.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-51 (Omussee Road) from near theintersection of SR-52 to the junction of Webb Road. Length 1.229 mi.

30 Working Days

The Bracket Estimate on this project is from $154,802 to $189,203 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$3.00

081STPOA-3517(250)

Item No. Description Quantity Units401A006 Bituminous Treatment G 15,670 SQYD

405A000 Tack Coat 627 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile

424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B

1,303 Ton

424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

50 Ton

600A000 Mobilization (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 8,700.00) (1) LS

701C000 Broken Temporary Traffic Stripe 3 Mile

701C001 Solid Temporary Traffic Stripe 1 Mile

703D001 Temporary Traffic Control Markings 44 SQFT

703E001 Temporary Traffic Control Legends 69 SQFT

740B000 Construction Signs 236 SQFT

740O000 Pilot Car 1 Each

( ) Item will be bid as lump sum.

20170526084Contract ID:May 26, 2017Letting Date:

Projects:County: BALDWIN

Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on I-65 from the SR-225Interchange to the Dyas Creek Bridge. Length 8.533 mi.

160 Working Days

The Bracket Estimate on this project is from $6,933,680 to $8,474,498 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$12.00

084ST-002-I65-002

Item No. Description Quantity Units206D001 Removing Guardrail 11,881 LF

206E001 Removing Inlets 2 Each

206E008 Removing Guardrail End Anchor (All Type) 91 Each

210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 1,380 CUYD

214A000 Structure Excavation 22 CUYD

214B000 Foundation Backfill, Local 33 CUYD

405A000 Tack Coat 41,587 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 38 Mile

408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 147,821 SQYD

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 276,691 SQYD

410H000 Material Remixing Device 1 Each

410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each

420A015 Polymer Modified Open Graded Friction Course 12,434 Ton

420B000 Open Graded Friction Course Tack Coat 49,734 Gal

423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 32,397 Ton

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D

11,226 Ton

424B584 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL E est.

500 Ton

424B683 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

250 Ton

428A001 Scoring Bituminous Pavement Surface 34 Mile

490A000 Blast Cleaning 240 SQYD

490B000 Concrete Overlay, Polymer Concrete 240 SQYD

490D000 Bridge Deck Spall Repair 30 SQFT

530A000 15" Roadway Pipe (Class 3 R.C.) 16 LF

600A000 Mobilization (1) LS

621A005 Junction Boxes, Type 1 4 Each

621B005 Junction Box Units, Type 1 2 Each

621C001 Inlets, Type B 2 Each

629A005 Concrete Median Or Safety Barrier, Type 4A (Reinforced) 76 LF

629E013 Bridge Rail Retrofit,Type BC(NJ) 720 LF

630A033 Steel Beam Guardrail, Class A, Type 2 (7'-0" Post) 20,427 LF

630C001 Guardrail End Anchor, Type 8 42 Each

630C003 Guardrail End Anchor, Type 13 8 Each

630C050 Guardrail End Anchor, Type 20 Series 46 Each

650A000 Topsoil 8,947 CUYD

Item No. Description Quantity UnitsST-002-I65-002 Page: 2

652A100 Seeding 9 Acre

652C000 Mowing 750 Acre

654A001 Solid Sodding (Bermuda) 1,610 SQYD

656A010 Mulching 9 Acre

665A000 Temporary Seeding 9 Acre

665B001 Temporary Mulching 27 Ton

665J002 Silt Fence 18,600 LF

665O001 Silt Fence Removal 18,600 LF

665P005 Inlet Protection, Stage 3 Or 4 2 Each

665Q002 Wattle 20,520 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 420,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 19 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 19 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 18 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 6,615 LF

701C000 Broken Temporary Traffic Stripe 34 Mile

701C001 Solid Temporary Traffic Stripe 70 Mile

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 480 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 480 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 480 LF

701H001 Solid Traffic Stripe Removed (Plastic) 720 LF

701H006 Broken Traffic Stripe Removed (Plastic) 360 LF

703A002 Traffic Control Markings, Class 2, Type A 7,400 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 103 Each

705A031 Pavement Markers, Class A-H, Type 1-A 1,949 Each

705A032 Pavement Markers, Class A-H, Type 1-B 333 Each

740B000 Construction Signs 1,583 SQFT

740D000 Channelizing Drums 500 Each

740E000 Cones (36 Inches High) 100 Each

740I002 Warning Lights, Type B 6 Each

740M001 Ballast For Cone 100 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

742A001 Portable Changeable Message Sign, Type 2 2 Each

745A000 Uniformed Police Officer 500 HOUR

( ) Item will be bid as lump sum.

20170526088Contract ID:May 26, 2017Letting Date:

Projects:County: BARBOUR

Contract Time:

Description: for constructing the Bridge Scour Repair on SR-6 (US-82) over the Chattahoochee River inEufaula.

60 Working Days

The Bracket Estimate on this project is from $278,535 to $340,431 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$5.00

08899-707-030-082-701

Item No. Description Quantity Units430B050 Aggregate Surfacing(ALDOT#1) 60 Ton

600A000 Mobilization (1) LS

610C001 Loose Riprap, Class 2 1,950 Ton

610C002 Loose Riprap, Class 3 1,850 Ton

665J002 Silt Fence 250 LF

665L000 Floating Basin Boom 250 LF

665N000 Temporary Coarse Aggregate,ALDOT Number 1 50 Ton

665O001 Silt Fence Removal 250 LF

665Q002 Wattle 100 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 16,000.00) (1) LS

740B000 Construction Signs 204 SQFT

( ) Item will be bid as lump sum.

20170526200Contract ID:May 26, 2017Letting Date:

Projects:County: MORGAN

Contract Time:

Description: for constructing the Bridge Replacement and Approaches on V.S. Cemetery Road overGivens Branch northeast of Valhermoso Springs. Length 0.098 mi.

70 Working Days

The Bracket Estimate on this project is from $354,318 to $433,055 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$7.00

200

THIS PROJECT HAS BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BY QUALIFIEDSBE CONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT AND ALDOT OFFICEENGINEER.

BRZ-5216(250)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately

1 Acre)(1) LS

206A000 Removal Of Old Bridge, Station 3+21.0 (1) LS

210A000 Unclassified Excavation 612 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,122 CUYD

214A000 Structure Excavation 479 CUYD

214B001 Foundation Backfill, Commercial 159 CUYD

230A000 Roadbed Processing 6 RBST

301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1,503 SQYD

401A000 Bituminous Treatment A 1,098 SQYD

405A000 Tack Coat 32 Gal

424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B

81 Ton

424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B

156 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 115 Ton

430B046 Aggregate Surfacing (Aldot #2) 100 Ton

502A001 Steel Reinforcement (Grade 60) 29,339 LB

524A011 Culvert Concrete (Cast In Place) 220 CUYD

600A000 Mobilization (1) LS

610C001 Loose Riprap, Class 2 139 Ton

610D003 Filter Blanket, Geotextile 154 SQYD

650A000 Topsoil 196 CUYD

652A100 Seeding 1 Acre

656A010 Mulching 1 Acre

659C002 Erosion Control Product, Type S2 323 SQYD

665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 2 Ton

665G000 Sand Bags 100 Each

665J002 Silt Fence 850 LF

665O001 Silt Fence Removal 850 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 21,900.00) (1) LS

701E000 Solid Temporary Traffic Stripe 1,040 LF

701G249 Solid White, Class 2, Type A Traffic Stripe 1,040 LF

Item No. Description Quantity UnitsBRZ-5216(250) Page: 2

701G263 Solid Yellow, Class 2, Type A Traffic Stripe 1,040 LF

705A037 Pavement Markers, Class A-H, Type 2-D 14 Each

740B000 Construction Signs 141 SQFT

740F002 Barricades, Type III 6 Each

740I002 Warning Lights, Type B 3 Each

( ) Item will be bid as lump sum.