ALABAMAalletting.dot.state.al.us/WEBPROPS/2016/20161202/NTC December 2, 2016.pdfDec 02, 2016 · Re: 201 Calendar Year Bid Tabulations Subscription Alabama Department of Transportation

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: [email protected]: 334.264.7976cell: 334.322.1754 cell: 334.850.5328

NOTICE TO CONTRACTORS

The U.S. Department of Labor recently announced new regulations that

affect the salary threshold for overtime pay. The new rule takes effect on

December 1, 2016.

FOR FURTHER INFORMATION CONTACT:

Director, Division of Regulations, Legislation and Interpretation, U.S.

Department of Labor, Wage and Hour Division, Room S-3502, 200

Constitution Avenue, N.W., Washington, D.C. 20210; (202) 693-0675.

A complete copy of the Final Rule (508 pages) is available online at

http://federalregister.gov/a/2016-11754


Your attention is directed to an upcoming revision of Special

Provision No. 12-0095 (Disadvantaged Business Enterprise)

which will be effective January 1, 2017.

Modifications will be 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 its 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. This will be a change

from the current required SEVEN calendar days to FIVE

calendar days.

Again, this change will become effective on January 1, 2017.


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 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.

$38.00 001 . IMF-I065(411), CHILTON$5.00 $5.00

$44.00 004 . RPF-0133(506), COLBERT$5.00 $5.00

$6.00 007 . ACBRZ59366-ATRP(005), CHILTON$5.00 $5.00

$34.00 008 . ACBRZ59436-ATRP(005), ETC., TALLADEGA$5.00 $5.00

$5.00 010 . ACBRZ61139-ATRP(016), LEE$5.00 $5.00

$7.00 011 . ACBRZ61306-ATRP(008), MARSHALL$5.00 $5.00

$4.00 015 . ACNU62227-ATRP(014), PERRY$5.00 $5.00

$41.00 018 . BR-0009(516), CLEBURNE$5.00 $5.00

$25.00 019 . BR-0173(500), HENRY$5.00 $5.00

$14.00 023 . BRZ-5913(251), SHELBY$5.00 $5.00

$7.00 026 . CMAQ-NR13(933), JEFFERSON, ETC.$5.00 $5.00

$5.00 029 . ERPR-9010(946), BULLOCK$5.00 $5.00

$6.00 030 . ERPR-9010(961), MACON$5.00 $5.00

$6.00 031 . ERPR-9010(963), MONTGOMERY$5.00 $5.00

$11.00 034 . IM-I065(463), CULLMAN$5.00 $5.00

$10.00 036 . NH-0002(568), COLBERT, ETC.$5.00 $5.00

$3.00 037 . NH-0003(598), MORGAN$5.00 $5.00

$4.00 038 . NH-0008(586), MONTGOMERY$5.00 $5.00

$12.00 039 . NH-0053(578), PIKE$5.00 $5.00

$5.00 040 . NH-0074(528), WINSTON$5.00 $5.00

$3.00 041 . NH-0269(506), JEFFERSON$5.00 $5.00

$7.00 044 . NH-HSIP-0009(561), COVINGTON$5.00 $5.00

$7.00 045 . NH-0149(501), JEFFERSON$5.00 $5.00

$9.00 048 . STPAA-0003(599), BALDWIN$5.00 $5.00

$12.00 052 . STPAA-HSIP-0131(502), BARBOUR$5.00 $5.00

$6.00 053 . STPAA-HSIP-0159(503), PICKENS$5.00 $5.00

$17.00 059 . STPMB-7550(603), MOBILE$5.00 $5.00

December 2, 2016

$3.00 062 . STPNU-1216(250), CHOCTAW$5.00 $5.00

$3.00 063 . STPNU-2314(254), DALE$5.00 $5.00

$3.00 065 . STPNU-2916(250), FAYETTE$5.00 $5.00

$4.00 066 . STPNU-3815(250), LAMAR$5.00 $5.00

$2.00 067 . STPNU-4014(251), LAWRENCE$5.00 $5.00

$3.00 068 . STPNU-4316(250), LOWNDES, ETC.$5.00 $5.00

$5.00 069 . STPNU-5616(250), RANDOLPH$5.00 $5.00

$4.00 070 . STPNU-5716(254), RUSSELL$5.00 $5.00

$12.00 073 . STPOA-0202(522), CALHOUN$5.00 $5.00

$4.00 074 . STPOA-2216(250), CULLMAN$5.00 $5.00

$12.00 077 . ST-035-053-003, HOUSTON$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: [email protected]

ORDER TOTAL: $ PAID BY: DATE:

_____ 2016 STANDARD HIGHWAY DRAWINGS_____ 2016 METRIC STANDARD HIGHWAY DRAWINGS_____ 2016 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

December 2, 2016

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 December 02, 2016 and at that time publicly opened for constructing thefollowing projects 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

20161202001Contract ID:December 02, 2016Letting Date:

Projects:County: CHILTON

DBE Goal Percent: 4.00Contract Time:

Description: for constructing the Planing, Resurfacing, Deceleration Lane Extension, Bridge Rail Retrofit,Guardrail, and Traffic Stripe on I-65 from the SR-3 (US-31) interchange to the SR-145interchange in Clanton. Length 6.236 mi.

190 Working Days

The Bracket Estimate on this project is from $11,127,435 to $13,600,198 .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:

$38.00

001IMF-I065(411)

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

1 Acre)(1) LS

206D001 Removing Guardrail 11,475 LF

206E008 Removing Guardrail End Anchor (All Type) 86 Each

206E014 Removing Guardrail End Anchor (Type 2A) 6 Each

210A000 Unclassified Excavation 517 CUYD

210D011 Borrow Excavation (A4 Or Better) 2,779 CUYD

210F001 Borrow Excavation (Underwater Embankment) 200 Ton

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 8,145 Ton

405A000 Tack Coat 70,108 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 3,537 SQYD


410H000 Material Remixing Device 1 Each

410I000 Smoothness Testing, Certified Inertial Profiler 1 Each

423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 23,634 Ton

423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size 21,485 Ton

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

10,804 Ton

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

200 Ton

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

29,346 Ton

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

10,203 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

12,070 Ton

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

263 Ton

428A001 Scoring Bituminous Pavement Surface 24 Mile

530F000 Video Inspection of Existing Roadway Pipe 5,893 LF

534D000 Cleaning Existing Drop Inlet 33 Each

534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 3,668 LF

534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 314 LF

534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 1,370 LF

600A000 Mobilization (1) LS

Item No. Description Quantity UnitsIMF-I065(411) Page: 2

609B000 Geotextile Filter For Aggregate Slope Protection 1,329 SQYD

629E013 Bridge Rail Retrofit,Type BC(NJ) 959 LF

630A034 Steel Beam Guardrail, Class A, Type 2 (8'-0" Post) 12,563 LF

630C001 Guardrail End Anchor, Type 8 39 Each


630C050 Guardrail End Anchor, Type 20 Series 5 Each


654A001 Solid Sodding (Bermuda) 1,329 SQYD

665B001 Temporary Mulching 5 Ton

665G000 Sand Bags 630 Each

665J002 Silt Fence 1,486 LF

665O001 Silt Fence Removal 1,486 LF

665P005 Inlet Protection, Stage 3 Or 4 35 Each

665Q002 Wattle 870 LF

666A001 Pest Control Treatment 1 Acre

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 594,000.00) (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) 16 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 13 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 5,334 LF

701C000 Broken Temporary Traffic Stripe 25 Mile

701C001 Solid Temporary Traffic Stripe 75 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) 1,108 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,108 LF

701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 480 LF

701H002 Solid Traffic Stripe Removed (Tape) 2,216 LF

701H007 Broken Traffic Stripe Removed (Tape) 480 LF

703A002 Traffic Control Markings, Class 2, Type A 2,693 SQFT

703D001 Temporary Traffic Control Markings 280 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 1,010 Each

705A031 Pavement Markers, Class A-H, Type 1-A 827 Each

705A032 Pavement Markers, Class A-H, Type 1-B 214 Each

705A037 Pavement Markers, Class A-H, Type 2-D 49 Each

726A000 Portable Concrete Safety Barriers, Type 6 1,205 LF

726A001 Portable Concrete Safety Barriers, Type 6-A 20 LF

726D020 Portable Impact Attenuator Assembly (Unidirectional,TL-2) 2 Each

728A000 Truck Mounted Impact Attenuator Unit 2 Each

730H001 Loop Wire 798 LF

731A010 Traffic Counting Units, Type K 2 Each

740B000 Construction Signs 2,271 SQFT

740D000 Channelizing Drums 300 Each

740E000 Cones (36 Inches High) 20 Each

740I002 Warning Lights, Type B 150 Each

740M001 Ballast For Cone 20 Each

Item No. Description Quantity UnitsIMF-I065(411) Page: 3

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

742A001 Portable Changeable Message Sign, Type 2 6 Each

( ) Item will be bid as lump sum.


Projects:County: COLBERT


Description: for constructing the Additional Lanes (Grade, Drain, Base, Pave, Traffic Stripe, and SignalModifications) on SR-133 from the junction of SR-20 (Alternate US-72) to south of the NorfolkSouthern Railroad in Muscle Shoals. Length 1.046 mi.

225 Working Days



$44.00

004RPF-0133(506)


33 Acres)(1) LS

205A006 Removal Of Structures, Structure No. 6 1 Each




206B001 Removal Of Old Box Culvert, Station 81+42.21 (1) LS

206C000 Removing Concrete Sidewalk 45 SQYD

206C002 Removing Concrete Slope Paving 32 SQYD

206D000 Removing Pipe 1,329 LF

206D003 Removing Curb And Gutter 983 LF

206D005 Removing Gutter 89 LF

206D011 Removing Fence 4,292 LF

206E000 Removing Headwalls 2 Each

206E001 Removing Inlets 4 Each

206E002 Removing Junction Boxes 2 Each

210A000 Unclassified Excavation 48,380 CUYD

210D000 Borrow Excavation 15,143 CUYD

210D101 Borrow Excavation (Sand Fill, Complete In Place) 178 CUYD

210F001 Borrow Excavation (Underwater Embankment) 11,621 Ton

210F002 Borrow Excavation (Underwater Backfill) (ALDOT #57) 39 Ton

214A000 Structure Excavation 1,430 CUYD

214B001 Foundation Backfill, Commercial 729 CUYD

224A000 Lime Sink Excavation 300 CUYD

224C002 Special Backfill For Lime Sink, ALDOT #57, #67 Or #467 400 Ton

224D000 Concrete Seal For Lime Sink 20 CUYD

232A018 Lime Stabilization, Class 2, 12 Inches Thick 46,706 SQYD

243A035 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 3 3,785 SQYD

250B002 Disposal Of Hydrocarbon Contaminated Soil (Specialty Item) 50 CUYD

250C000 Underground Storage Tank Removal (Specialty Item) 1 Each

250N000 Removal/Disposal Of Tank Contents (Sludge) (Specialty Item) 1,150 Gal

260A000 Cement Mortar Flowable Backfill, Mix 1 6 CUYD

301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 50,875 SQYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 116 Ton

401A000 Bituminous Treatment A 48,523 SQYD

Item No. Description Quantity UnitsRPF-0133(506) Page: 2

401A013 Bituminous Treatment JG 1,500 SQYD



408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 26,122 SQYD

410C000 Contractor Retained Profilograph 1 Each



5,335 Ton

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

500 Ton


6,696 Ton

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

1,410 Ton

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

5,696 Ton

424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D

12,977 Ton

424C368 Superpave Bituminous Concrete Base Layer, Leveling, 1" Maximum Aggregate SizeMix, ESAL Range C/D

500 Ton


430B003 Aggregate Surfacing (ALDOT #57) 417 Ton

430B014 Aggregate Surfacing (ALDOT #410 Modified) 717 Ton

430B046 Aggregate Surfacing (Aldot #2) 2,092 Ton

502A000 Steel Reinforcement 34,806 LB

524A010 Culvert Concrete 184 CUYD

530A008 60" Roadway Pipe (Class 3 R.C.) 118 LF

530B014 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.) (Extension) 82 LF

530C001 18" Roadway Pipe, Jacked Installation (Smooth Steel) 172 LF

533A098 18" Storm Sewer Pipe (Class 3 R.C.) 451 LF

533A350 30" Storm Sewer Pipe (Class 3 R.C.) (Extension) 39 LF

533A855 12" Storm Sewer Pipe 35 LF

534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 250 LF

535A001 18" Side Drain Pipe 235 LF


535B009 18" Span, 11" Rise Side Drain Pipe 590 LF





602A000 Right Of Way Markers 32 Each

606A000 6" Underdrain Pipe 300 LF

608A000 Separation Geotextile 9,456 SQYD

610C001 Loose Riprap, Class 2 114 Ton

610D003 Filter Blanket, Geotextile 4,992 SQYD

614A000 Slope Paving 149 CUYD

618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 36 SQYD

619A002 18" Roadway Pipe End Treatment, Class 1 2 Each




619A101 18" Side Drain Pipe End Treatment, Class 1 12 Each


619B018 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1 1 Each

619B115 18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1 2 Each




619B337 18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1 (Double Line) 10 Each

619B396 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 (Double Line) 2 Each

620A000 Minor Structure Concrete 9 CUYD

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

621C008 Inlets, Type E 6 Each

621C020 Inlets, Type Y 2 Each

621D008 Inlet Units, Type E 5 Each

621D019 Inlet Units, Type Y 2 Each

634A002 Industrial Fence, 6 Feet High 37 LF

650A000 Topsoil 2,287 CUYD

650B000 Topsoil From Stockpiles 3,468 CUYD

652A100 Seeding 25 Acre

652A110 Seeding(Wetland Mix) 1 Acre

652C000 Mowing 50 Acre

654A000 Solid Sodding 10,978 SQYD

656A010 Mulching 25 Acre

659C001 Erosion Control Product, Type S3 764 SQYD

659C004 Erosion Control Product, Type C2 845 SQYD



665A000 Temporary Seeding 18 Acre


665E000 Polyethylene 500 SQYD

665F000 Hay Bales 60 Each


665H005 Flow Baffle 432 LF

665I000 Temporary Riprap, Class 2 414 Ton



665K000 Drainage Sump Excavation 1,210 CUYD

665N000 Temporary Coarse Aggregate,ALDOT Number 1 600 Ton




665Q002 Wattle 6,560 LF

665X000 Basin Dewatering Device 2 Each


672C100 Flocculant Application, Ditch Check 1,476 Each


672C102 Flocculant Application, Sedimentation Basin 72 Each






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) 478 LF




701D005 Solid Traffic Stripe Removed 5 Mile

701D013 Broken Traffic Stripe Removed 1 Mile


703B002 Traffic Control Legends, Class 2, Type A 740 SQFT

703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 273 SQFT

703D001 Temporary Traffic Control Markings 1,730 SQFT

705A023 Pavement Markers, Class C, Type 2-D 145 Each

705A030 Pavement Markers, Class A-H, Type 2-C 250 Each




705A038 Pavement Markers, Class A-H, Type 2-E 185 Each

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

107 SQFT

710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)

27 SQFT

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

154 LF

726A000 Portable Concrete Safety Barriers, Type 6 1,270 LF


726D026 Portable Impact Attenuator Assembly (Bi-directional,TL-3) 3 Each

730A000 Removal Of Existing Traffic Control Unit ( SR-133 at US-72/SR-20) (1) LS

730A001 Removal Of Existing Traffic Control Unit ( SR-133 at CR-22) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( SR-133 at US-72/SR-20) (1) LS

730C001 Furnishing And Installing Traffic Control Unit ( SR-133 at CR-22) (1) LS

730E000 Metal Traffic Signal Pole Foundation 8 Each

730G001 Metal Traffic Signal Strain Pole 8 Each

730H001 Loop Wire 12,000 LF

730I001 Loop Detector Lead-In-Cable 17,725 LF

730J010 Vehicle Loop Detector 40 Each

730K000 Traffic Signal Junction Box 23 Each

730L002 1", Metallic, Conduit 40 LF

730L003 1", Non-Metallic, Conduit 120 LF

730L005 2", Non-Metallic, Conduit 2,185 LF

730N010 Luminaire Extension Assembly, 15 ft 8 Each

730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 27 Each


730P024 Vehicular Signal Head, 12 Inch, 5 Section, Type LED 3 Each

730R022 Controller Assembly, Type III, 8 Phase 2 Each

730T000 Wood Pole 1 Each




740F002 Barricades, Type III 16 Each





756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 690 LF

999 000 Trainee Hours At 80 Cents Per Hour 1,240 HOUR



Projects:County: CHILTON


Description: for constructing the Bridge Replacement (Precast) on CR-32 over Walnut Creek northeast ofClanton. Length 0.022 mi.

55 Working Days

The Bracket Estimate on this project is from $479,416 to $585,952 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$6.00

007ACBRZ59366-ATRP(005)


1 Acre)(1) LS

206A000 Removal Of Old Bridge, Station 368+53 (1) LS


502A000 Steel Reinforcement 900 LB

505G003 Pile Points (Type A, 12") 10 Each


505H000 Pilot Holes 270 LF

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


507A000 Wire Rope Abutment Anchor Assembly 2 Each

510A000 Bridge Substructure Concrete, Class A 24 CUYD

511A000 Elastomeric Bearing Type 1 44 Each

512A014 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By 33'-0" Long 2 Each

512B004 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0" Deep By 31'-6" Long 2 Each

512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 18 Each

512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 6 Each

512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 2 Each

512D030 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 4 Each

512E002 Precast Concrete Abutment Panels, Type A3 16 Each

512F002 Precast Concrete Wing Panels, Type W3 8 Each

512G000 Precast Concrete Abutment Wing Cap Panels 4 Each



610D003 Filter Blanket, Geotextile 190 SQYD




665J002 Silt Fence 680 LF



740B000 Construction Signs 141 SQFT





Projects:County: TALLADEGA


Description: for constructing the Bridge Replacements on Isbell Circle over Town Creek; on West Streetover Isbell Branch; and on Coosa Street over Isbell Branch in Talladega. Length 0.201 mi.

180 Working Days



$34.00

008ACBRZ59436-ATRP(005), ACBRZ59439-ATRP(005)


1 Acre)(1) LS

206A000 Removal Of Old Bridge, Station STA 11+14.63 (West Street) (1) LS

206A001 Removal Of Old Bridge, Station 11+16.70 (Coosa Street) (1) LS

206A002 Removal Of Old Bridge, Station 11+97.60 (1) LS

206C000 Removing Concrete Sidewalk 134 SQYD

206C010 Removing Concrete Driveway 33 SQYD

206D000 Removing Pipe 66 LF

206D001 Removing Guardrail 149 LF

206D022 Removing Retaining Wall 61 LF

206E001 Removing Inlets 3 Each

206E005 Removing Concrete Posts 2 Each

209A000 Mailbox Reset, Single 3 Each


210D001 Borrow Excavation (Loose Truckbed Measurement) 922 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 150 CUYD



230A000 Roadbed Processing 5 RBST


305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 90 Ton


405A000 Tack Coat 50 Gal

408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 207 SQYD

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

187 Ton

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

243 Ton

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

10 Ton

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

12 Ton

424B669 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

13 Ton

430B034 Aggregate Surfacing (ALDOT #57 Crushed Stone) 60 Ton


517A002 Galvanized Steel Pipe Handrail 80 LF

524A010 Culvert Concrete 336 CUYD

Item No. Description Quantity UnitsACBRZ59436-ATRP(005) Page: 2

529A020 Retaining Wall # RW-1 234 SQFT








530A001 18" Roadway Pipe (Class 3 R.C.) 46 LF

533A098 18" Storm Sewer Pipe (Class 3 R.C.) 265 LF

533A348 18" Storm Sewer Pipe (Class 3 R.C.) (Extension) 24 LF

535A078 15" Side Drain Pipe (Class 3 R.C.) 48 LF



610C001 Loose Riprap, Class 2 1,667 Ton


618A000 Concrete Sidewalk, 4" Thick 167 SQYD





621A005 Junction Boxes, Type 1 1 Each

621C027 Inlets, Type C 1 Each

621C035 Inlets, Type B (Surface Grates) 1 Each

621C109 Inlets, Type PD 2 Each

621D109 Inlet Units, Type PD 1 Each

622A002 Manhole Covers Reset (Sanitary) 2 Each

630A001 Steel Beam Guardrail, Class A, Type 2 399 LF



641A512 3/4 Inch Copper Water Service Line Laid 167 LF

641A614 8 Inch Ductile Iron Water Main Laid 80 LF

641A746 6 Inch P.V.C. Water Main Laid 365 LF

641D500 Fire Hydrant 1 Each

641J516 6 Inch Gate Valve With Box 4 Each

641L500 Concrete for Water Mains (Thrust Blocks) 5 CUYD

641P601 Connection to Existing Water System 2 Each

641R510 3/4 Inch Water Meter And Box Reset 3 Each

645A510 8 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 130 LF

645A548 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 377 LF

645H510 48 Inch Manhole 5 Each

645I500 48 Inch Manhole Unit 2 Each

645M500 Connection To Existing Manhole 2 Each

649A800 2 Inch HDPE Encasement Pipe, Type 3 Installation 167 LF

650A000 Topsoil 381 CUYD


Item No. Description Quantity UnitsACBRZ59436-ATRP(005) Page: 3














674A000 Construction Safety Fence 1,000 LF



703A002 Traffic Control Markings, Class 2, Type A 88 SQFT










Projects:County: LEE

Contract Time:

Description: for constructing the Bridge Replacement (Precast) on CR-376 over a tributary to OsanippaCreek. Length 0.007 mi.

35 Working Days



$5.00

010ACBRZ61139-ATRP(016)

Item No. Description Quantity Units206A000 Removal Of Old Bridge, Station 50+07.00 (1) LS


505H000 Pilot Holes 150 LF


507A000 Wire Rope Abutment Anchor Assembly 2 Each

511A000 Elastomeric Bearing Type 1 22 Each

512A014 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By 33'-0" Long 2 Each

512C019 Precast Concrete Type 1 Span Section, 3'-6" Wide x 2'-0" Deep x 40'-0" Long 6 Each

512C027 Precast Concrete Type 2C Span Section, 3-6" Wide x 2'-0" Deep x 40'-0" Long 2 Each

512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 2 Each

512E002 Precast Concrete Abutment Panels, Type A3 16 Each

512F002 Precast Concrete Wing Panels, Type W3 8 Each

512G000 Precast Concrete Abutment Wing Cap Panels 4 Each
















Projects:County: MARSHALL

Contract Time:

Description: for constructing the Bridge Replacement on CR-213 (Glendale Road) at Eddy Branchnortheast of Arab. Length 0.009 mi.

90 Working Days



$7.00

011ACBRZ61306-ATRP(008)


1 Acre)(1) LS





524A011 Culvert Concrete (Cast In Place) 241 CUYD


















Projects:County: PERRY


Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-21 fromthe junction of CR-1 to the Dallas County Line. Length 2.746 mi.

30 Working Days



$4.00

015ACNU62227-ATRP(014)

Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 350 CUYD

302A000 Full Depth Reclamation, 10 Inches Thick 36,472 SQYD

302B000 Portland Cement For Full Depth Reclamation 1,004 Ton


401B107 Bituminous Treatment KG (With Polymer Additive) 34,816 SQYD




3,100 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,041 Ton









701A030 Solid White, Class 2T, Type A Traffic Stripe 6 Mile

701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 4 Mile

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



703A004 Traffic Control Markings, Class 2T, Type A 110 SQFT






740O000 Pilot Car 1 Each



Projects:County: CLEBURNE


Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, Detour Bridge, andBridge) on SR-9 over Cahulga Creek south of I-20 near Belltown. Length 0.473 mi.

225 Working Days



$41.00

018BR-0009(516)


2 Acres)(1) LS



210D000 Borrow Excavation 29,492 CUYD

210E001 Borrow Excavation (Underwater Embankment) 4,000 CUYD



231B001 Roadbed Stabilizing Material, ALDOT #467 250 Ton

235A000 Detour Bridge At Station 31+62.00, Diversion (1) LS








563 Ton


361 Ton


780 Ton


523 Ton

424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

200 Ton

424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D

240 Ton


450B000 Reinforced Cement Concrete Bridge End Slab 196 SQYD


502B000 Steel Reinforcement For Bridge Superstructure, Station 1330+90.00, Approximately80,500 Pounds

(1) LS

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

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

505B087 Dynamic Loading Tests (HP 12x53) 1 Each

505I000 Temporary Steel Sheet Piling 2,025 SQFT

505M002 Steel Piling Furnished And Driven (HP 12x53) 1,063 LF

506A008 Drilled Shaft Excavation, 4'-0" Diameter 206 LF

Item No. Description Quantity UnitsBR-0009(516) Page: 2

506C042 Drilled Shaft Construction, 4'-0" Diameter, Class DS1 Concrete 214 LF

506G002 Crosshole Sonic Logging, 4'-0" Diameter 1 Each

508A000 Structural Steel 7,800 LB

510A007 Bridge Substructure Concrete 154 CUYD

510C051 Bridge Concrete Superstructure, Station 1330+90.00, Approximately 328 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 1,132 SQYD

511A052 Elastomeric Bearing Type 2 (Mark B3) 36 Each

513B005 Pretensioned-Prestressed Concrete Girders, Type III (Specialty Item) 1,416 LF

524B011 Culvert Concrete Extension (Cast In Place) 44 CUYD


601A000 Furnishing Base, Soil And Structure Laboratories 1 Each




630A001 Steel Beam Guardrail, Class A, Type 2 1,625 LF





654A000 Solid Sodding 144 SQYD


659C002 Erosion Control Product, Type S2 10,100 SQYD

659C004 Erosion Control Product, Type C2 2,025 SQYD



665C010 Temporary Pipe 750 LF

665D001 Temporary Pipe End Treatment 16 Each




665K000 Drainage Sump Excavation 80 CUYD












701D005 Solid Traffic Stripe Removed 1 Mile

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 480 LF

701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 240 LF

705A011 Pavement Markers, Class C, Type 1-A 40 Each


705A023 Pavement Markers, Class C, Type 2-D 80 Each



726A000 Portable Concrete Safety Barriers, Type 6 280 LF


726D021 Portable Impact Attenuator Assembly (Bi-directional,TL-2) 4 Each






740L006 Vertical Panel, Type II (Double-Sided) 54 Each



999 000 Trainee Hours At 80 Cents Per Hour 720 HOUR



Projects:County: HENRY


Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, and Bridge) on SR-173over Blackwood Creek in Headland. Length 0.330 mi.

175 Working Days



$25.00

019BR-0173(500)


8 Acres)(1) LS


206C010 Removing Concrete Driveway 40 SQYD






212A000 Machine Grading Shoulders 249 STA

215B000 Cofferdams Or Sheeting And Shoring, Station 125+90.00 (1) LS


301A025 Crushed Aggregate Base Course, Type B, Road Mixed, 6" Compacted Thickness 5,251 SQYD






1,107 Ton


322 Ton

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

600 Ton

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

100 Ton


100 Ton

424B659 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D

4,634 Ton


712 Ton


430B000 Aggregate Surfacing (ALDOT #467 Or #57) 1,000 Ton

430B050 Aggregate Surfacing(ALDOT#1) 1,100 Ton



502B000 Steel Reinforcement For Bridge Superstructure, Station 125+90.00, Approximately100,500 Pounds

(1) LS


505M002 Steel Piling Furnished And Driven (HP 12x53) 3,362 LF





510E000 Grooving Concrete Bridge Decks 1,390 SQYD

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

511A073 Elastomeric Bearing Type 4 (Mark VB4) 12 Each

513B005 Pretensioned-Prestressed Concrete Girders, Type III (Specialty Item) 940 LF

513B017 Pretensioned-Prestressed Concrete Girders, Type BT-72 (Specialty Item) 804 LF






602B000 Land Survey Markers 1 Each

606A000 6" Underdrain Pipe 500 LF



















665L000 Floating Basin Boom 600 LF












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



701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 590 LF



740C000 Special Construction Signs 4 SQFT









Projects:County: SHELBY


Description: for constructing the Bridge Replacement and Approaches on CR-311 over Mill Creek. Length0.191 mi.

180 Working Days



$14.00

023BRZ-5913(251)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00) (Approximately 1 Acre) (1) LS











128 Ton

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

208 Ton


502A001 Steel Reinforcement (Grade 60) 17,414 LB

502B000 Steel Reinforcement For Bridge Superstructure, Station 18+14.40, Approximately10,578 lbs

(1) LS

506A005 Drilled Shaft Excavation, 3'-6" Diameter 37 LF

506B002 Special Drilled Shaft Excavation, 3'-6" Diameter 24 LF

506C041 Drilled Shaft Construction, 3'-6" Diameter, Class DS1 Concrete 61 LF

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




510E000 Grooving Concrete Bridge Decks 210 SQYD

516F010 Prefabricated Truss Span (Installation), Number 1, Station 18+14.40, BIN 021017(Specialty Item)

(1) LS







630A020 Steel Beam Guardrail, Class B, Type 2 (Rail Element Only) 150 LF



Item No. Description Quantity UnitsBRZ-5913(251) Page: 2
















701E000 Solid Temporary Traffic Stripe 2,022 LF

701G249 Solid White, Class 2, Type A Traffic Stripe 2,022 LF

701G263 Solid Yellow, Class 2, Type A Traffic Stripe 2,022 LF







Projects:Counties: JEFFERSON AND SHELBY

Contract Time:

Description: for constructing the Traffic Signal System Upgrades on SR-3 (US-31), Lorna Road, SR-150,Grove Boulevard, Galleria Boulevard, Chapel Lane, Jim Wilson Jr. Parkway, and CR-17 inHoover.

55 Working Days

The Bracket Estimate on this project is from $891,370 to $1,089,453 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$7.00

026CMAQ-NR13(933)

Item No. Description Quantity Units600A000 Mobilization (1) LS


730R150 Controller Unit, Type III, 8 phase 61 Each

730Z000 Computer Equipment, Desktop (1) LS

734N053 Ethernet Field Switch, Type C 61 Each





745A000 Uniformed Police Officer 61 HOUR



Projects:County: BULLOCK


Description: for constructing the Slope Repair on SR-6 (US-82) at Milepost 182.200 just west of thejunction of CR-37.

30 Working Days



$5.00

029ERPR-9010(946)

Item No. Description Quantity Units210A000 Unclassified Excavation 900 CUYD


243A035 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 3 600 SQYD


315A004 Drainage Plane Material, 12 Inches Thick 600 SQYD


408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 80 SQYD

424A364 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

20 Ton

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

30 Ton

424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

85 Ton



608A000 Separation Geotextile 1,200 SQYD











665O001 Silt Fence Removal 400 LF











Item No. Description Quantity UnitsERPR-9010(946) Page: 2

726A000 Portable Concrete Safety Barriers, Type 6 300 LF







Projects:County: MACON

Contract Time:

Description: for the Bridge Scour Repair on I-85 at MP 44.991 northeast of Tuskegee.

40 Working Days



$6.00

030ERPR-9010(961)

Item No. Description Quantity Units504G000 Steel Piling Encasement, Wet Condition 96 LF





665L000 Floating Basin Boom 420 LF












Projects:County: MONTGOMERY


Description: for constructing the Slope Repair on SR-9 /US-331 (Southbound Lane) at Milepost 75.600 justnorth of the junction of Merrit Hay Road. Length 0.047 mi.

45 Working Days



$6.00

031ERPR-9010(963)


1 Acre)(1) LS



219A000 Rock Buttress For Landslide Correction 2,634 Ton

219C003 Special Filter Blanket, Geotextile 1,030 SQYD


530A100 15" Roadway Pipe (Class 3 R.C.) (Extension) 24 LF

530A101 18" Roadway Pipe (Class 3 R.C.) (Extension) 32 LF


610A002 Loose Riprap,Class 2,12" Thick 40 SQYD





631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 350 LF



654A001 Solid Sodding (Bermuda) 150 SQYD

















Projects:County: CULLMAN


Description: for constructing the Roadway Rehabilitation (Planing, Resurfacing, and Traffic Stripe) on I-65from the Blount County Line to south of the CR-222 interchange in Good Hope. Length 13.545mi.

150 Working Days



$11.00

034IM-I065(463)

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 113 SQYD







420A015 Polymer Modified Open Graded Friction Course 19,533 Ton

420B000 Open Graded Friction Course Tack Coat 34,845 Gal

423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 6,195 Ton


15,822 Ton

424C364 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate SizeMix, ESAL Range C/D

2,350 Ton



453C000 Removal Of Concrete Pavement Slab 761 SQYD

453D000 Concrete Pavement Replacement Slab 212 CUYD

454A002 Cleaning And Sealing Concrete Pavement, Type II, Joints 316,963 LF

454A003 Cleaning And Sealing Concrete Pavement, Type II, Cracks 2,783 LF

455A000 Grinding Concrete Pavement 507 SQYD

460A000 Patching 13,000 LB

534A000 Cleaning Pipe Underdrain Outlets 139 Each



605A001 Pavement Edge Drain 7,620 LF



665Q002 Wattle 3,000 LF

674A000 Construction Safety Fence 200 LF







Item No. Description Quantity UnitsIM-I065(463) Page: 2




701G253 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 4,383 LF

701H002 Solid Traffic Stripe Removed (Tape) 1,060 LF



705A031 Pavement Markers, Class A-H, Type 1-A 3,605 Each

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














Projects:Counties: COLBERT AND LAUDERDALE

Contract Time:

Description: for constructing the Bridge Rail Retrofit on SR-2 /US-72 (Eastbound Lanes) over Dry Creeksouth of Muscle Shoals and over Royal Avenue in Florence. Length 0.204 mi.

30 Working Days



$10.00

036NH-0002(568)

Item No. Description Quantity Units206D001 Removing Guardrail 705 LF

206D003 Removing Curb And Gutter 198 LF



206E042 Removing Inlets (Partial) 4 Each

430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 18 Ton


621C167 Inlets, Type E (Partial) 4 Each

623C000 Combination Curb & Gutter, Type C 198 LF

629E015 Bridge Rail Retrofit, Type SC(CB) 204 LF


630A023 Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit) 338 LF















Projects:County: MORGAN


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-3 (US-31) from the FlintCreek Bridge to near the junction of Atkeson Drive in Decatur. Length 2.536 mi.

55 Working Days



$3.00

037NH-0003(598)

Item No. Description Quantity Units206D001 Removing Guardrail 1,138 LF








410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each


5,809 Ton

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

619 Ton


500 Ton


5,704 Ton


629E015 Bridge Rail Retrofit, Type SC(CB) 2,620 LF












701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,066 LF



701H001 Solid Traffic Stripe Removed (Plastic) 2,132 LF

701H006 Broken Traffic Stripe Removed (Plastic) 1,066 LF



Item No. Description Quantity UnitsNH-0003(598) Page: 2










Projects:County: MONTGOMERY


Description: for constructing the Planing, Resurfacing, Bridge Rail Retrofit, and Traffic Stripe on SR-8 fromsouth of the junction of SR-6 to north of the I-85 Interchange in Montgomery. Length 3.107 mi.

105 Working Days



$4.00

038NH-0008(586)






401B100 Bituminous Treatment E (With Polymer Additive) 122,000 SQYD








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

13,000 Ton


750 Ton


2,120 Ton

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

15,500 Ton

424B284 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range E

250 Ton

424B288 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range E

250 Ton


























701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 85 LF

701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 2,500 LF




701F010 Dotted Temporary Traffic Stripe (Lane Drop) 5,000 LF

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,967 LF



701G256 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1,705 LF

701H001 Solid Traffic Stripe Removed (Plastic) 3,419 LF

701H006 Broken Traffic Stripe Removed (Plastic) 1,967 LF

701H011 Dotted Traffic Stripe Removed (Plastic) 85 LF


703A011 Traffic Control Markings, Class W, Type A 33 SQFT

703B002 Traffic Control Legends, Class 2, Type A 2,825 SQFT

703B011 Traffic Control Legends, Class W, Type A 45 SQFT

703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 78 SQFT



705A031 Pavement Markers, Class A-H, Type 1-A 1,000 Each








745A000 Uniformed Police Officer 1,000 HOUR



Projects:County: PIKE


Description: for constructing the Resurfacing, Bridge Rail Retrofit, and Traffic Stripe on SR-53 (US-231)from just south of the junction of Airport Road (MP 81.958) to the Montgomery County Line(MP 88.673). Length 6.715 mi.

90 Working Days



$12.00

039NH-0053(578)



212A000 Machine Grading Shoulders 1,190 STA




408B003 Micro-Milling Existing Pavement (Approximately 2.10" thru 3.00" Thick) 640 SQYD


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

21,178 Ton


3,108 Ton

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

100 Ton

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

285 Ton



629E013 Bridge Rail Retrofit,Type BC(NJ) 1,224 LF











































Projects:County: WINSTON

Contract Time:

Description: for constructing the Bridge Rail Retrofit on SR-74 over The Sipsey River.

30 Working Days



$5.00

040NH-0074(528)






















Projects:County: JEFFERSON

Contract Time:

Description: for constructing the Bridge Rail Retrofit on SR-269 over The Bayview Lake and BirminghamTerminal Railway Bridges in Birmingham. Length 0.386 mi.

45 Working Days



$3.00

041NH-0269(506)

Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 179 SQYD

206D001 Removing Guardrail 1,586 LF




430B050 Aggregate Surfacing(ALDOT#1) 27 Ton






















701H002 Solid Traffic Stripe Removed (Tape) 978 LF

701H007 Broken Traffic Stripe Removed (Tape) 489 LF



741C001 Portable Sequential Arrow And Chevron Sign Unit (Truck Mounted) 2 Each




Projects:County: COVINGTON

Contract Time:

Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-9 from0.300 mile north of the junction of Rodney J. Evans Drive to the North City Limits of Florala.Length 2.042 mi.

30 Working Days



$7.00

044NH-HSIP-0009(561)

Item No. Description Quantity Units209A000 Mailbox Reset, Single 2 Each









3,075 Ton


200 Ton

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

766 Ton

424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D

200 Ton






















Item No. Description Quantity UnitsNH-HSIP-0009(561) Page: 2















Projects:County: JEFFERSON


Description: for constructing the Planing, Resurfacing, Guardrail, and Traffic Stripe on SR-149 from southof the SR-38 (US-280) Overpass to the intersection of Columbiana Road in Homewood.Length 2.951 mi.

80 Working Days



$7.00

045NH-0149(501)

Item No. Description Quantity Units206C017 Removing Concrete Pad 15 SQYD











12,968 Ton

424A367 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

746 Ton


627 Ton


800 Ton


517D002 Galvanized Steel Sidewalk Handrail 30 LF



618C000 Truncated Dome Retrofit 50 SQFT

623C004 Combination Curb & Gutter, Type C (Special) 143 LF












665Q002 Wattle 1,000 LF











703B002 Traffic Control Legends, Class 2, Type A 1,435 SQFT




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

19 SQFT

710B001 Roadway Sign Post (#3 "U" Channel Galvanized Steel) 45 LF








Projects:County: BALDWIN


Description: for constructing the Resurfacing and Traffic Stripe on SR-3 (US-31) from the junction of SR-16(US-90) to west of the junction of Spanish Village in Spanish Fort. Length 0.735 mi.

30 Working Days



$9.00

048STPAA-0003(599)

Item No. Description Quantity Units212A000 Machine Grading Shoulders 77 STA






1,935 Ton


405 Ton

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

25 Ton


25 Ton




654A000 Solid Sodding 2,500 SQYD





















Item No. Description Quantity UnitsSTPAA-0003(599) Page: 2



730I001 Loop Detector Lead-In-Cable 1,250 LF

730K000 Traffic Signal Junction Box 1 Each

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







Projects:County: BARBOUR


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-131 fromthe junction of SR-10 to south of junction of CR-53 in Texasville. Length 8.043 mi.

70 Working Days



$12.00

052STPAA-HSIP-0131(502)




210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,959 CUYD







11,222 Ton


200 Ton

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

3,583 Ton

424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D

200 Ton




















665Q002 Wattle 2,160 LF

Item No. Description Quantity UnitsSTPAA-HSIP-0131(502) Page: 2















701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 1,500 LF




705A037 Pavement Markers, Class A-H, Type 2-D 1,592 Each


740C000 Special Construction Signs 9 SQFT






Projects:County: PICKENS


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-159 from thejunction of Raymond Robertson Road to the Fayette County Line. Length 4.478 mi.

45 Working Days



$6.00

053STPAA-HSIP-0159(503)

Item No. Description Quantity Units209A000 Mailbox Reset, Single 5 Each



401B108 Bituminous Treatment G (With Polymer Additive) 66,526 SQYD






5,156 Ton

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

46 Ton

424A349 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

32 Ton

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

397 Ton


8,972 Ton

424B677 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B

1,924 Ton


430B050 Aggregate Surfacing(ALDOT#1) 1,490 Ton


609A000 Aggregate Slope Protection 1,039 SQYD

609B000 Geotextile Filter For Aggregate Slope Protection 1,039 SQYD














Item No. Description Quantity UnitsSTPAA-HSIP-0159(503) Page: 2












Projects:County: MOBILE

Contract Time:

Description: for constructing the Clearing and Grubbing on CR-656 (Zeigler Boulevard) from the junction ofAthey Road to the junction of Forest Hill Drive in Mobile. Length 2.764 mi.

30 Working Days



$17.00

059STPMB-7550(603)


3 Acres)(1) LS












674A000 Construction Safety Fence 1,000 LF









Projects:County: CHOCTAW


Description: for constructing the Resurfacing and Traffic Stripe on CR-9 from the junction of SR-17 to thejunction of Bonner Town Road in Toxey. Length 2.539 mi.

30 Working Days



$3.00

062STPNU-1216(250)

Item No. Description Quantity Units401A006 Bituminous Treatment G 29,347 SQYD




2,508 Ton


2,607 Ton

424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B

300 Ton












701C002 Broken Temporary Traffic Stripe (Paint) 1 Mile

701C003 Solid Temporary Traffic Stripe (Paint) 15 Mile








Projects:County: DALE


Description: for constructing the Resurfacing and Traffic Stripe on CR-67 from the intersection of CR-16 tothe junction of SR-27 in Echo. Length 4.728 mi.

30 Working Days



$3.00

063STPNU-2314(254)

Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,850 CUYD


401A006 Bituminous Treatment G 61,026 SQYD




5,136 Ton


100 Ton

424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range A/B

200 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 509 Ton









701A231 Solid White, Class 2, Type A Traffic Stripe 10 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 6 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 4 Mile











Projects:County: FAYETTE


Description: for constructing the Resurfacing, Traffic Stripe, and Guardrail on CR-53 from the intersectionof CR-50 to the junction of CR-65 and on CR-65 from the junction of CR-53 to the MarionCounty Line. Length 5.501 mi.

30 Working Days



$3.00

065STPNU-2916(250)





6,050 Ton


100 Ton


300 Ton




630A004 Steel Beam Guardrail, Class B, Type 2 860 LF

630C022 Guardrail End Anchor, Type Special 8 Each















Projects:County: LAMAR


Description: for constructing the Resurfacing and Traffic Stripe on CR-23 from the junction of CR-26 to thejunction of SR-118 (US-278) in Sulligent. Length 7.752 mi.

30 Working Days



$4.00

066STPNU-3815(250)

Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 17,307 SQYD




7,870 Ton


500 Ton





















Projects:County: LAWRENCE

Contract Time:

Description: for constructing the Resurfacing (Triple Layer Bituminous Surface Treatment) and TrafficStripe on CR-214 from the junction of SR-33 north of Langtown to the junction of CR-217.Length 4.029 mi.

30 Working Days



$2.00

067STPNU-4014(251)


206E019 Removing Guardrail End Anchor (Type 10) 4 Each


409A001 Triple Layer Bituminous Treatment 47,286 SQYD


715 Ton


502A001 Steel Reinforcement (Grade 60) 243 LB

524B010 Culvert Concrete Extension 6 CUYD



















Projects:Counties: LOWNDES AND BUTLER

Contract Time:

Description: for constructing the Widening, Resurfacing, and Traffic Stripe on CR-79 from the junction ofSR-3 (US-31) in Butler County to the junction of SR-185 east of Fort Deposit. Length 1.682mi.

30 Working Days



$3.00

068STPNU-4316(250)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 9 SQYD




1,086 Ton

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

55 Ton


2,171 Ton

424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B

297 Ton











701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 550 LF








Projects:County: RANDOLPH


Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-92 fromthe intersection of CR-25 to the junction of SR-48 southwest of Graham. Length 9.294 mi.

60 Working Days



$5.00

069STPNU-5616(250)



302A000 Full Depth Reclamation, 8 Inches Thick 115,548 SQYD

302B000 Portland Cement For Full Depth Reclamation 2,745 Ton


401B106 Bituminous Treatment JG (With Polymer Additive) 111,701 SQYD




630A004 Steel Beam Guardrail, Class B, Type 2 658 LF













701G144 Solid White, Class W, Type A Traffic Stripe 420 LF

701G152 Solid Yellow, Class W, Type A Traffic Stripe 420 LF













Projects:County: RUSSELL


Description: for constructing the Resurfacing and Traffic Stripe on CR-33 (Huguley Road) from the junctionof CR-65 (Haddock Road) to the junction of CR-32 (Padgetts Road). Length 1.749 mi.

30 Working Days



$4.00

070STPNU-5716(254)

Item No. Description Quantity Units206E008 Removing Guardrail End Anchor (All Type) 4 Each


401B108 Bituminous Treatment G (With Polymer Additive) 20,156 SQYD




1,815 Ton

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

300 Ton


438 Ton

424C350 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range A/B

353 Ton























Projects:County: CALHOUN

Contract Time:

Description: for constructing the Roadway Lighting along SR-202 at the intersection of CR-109. Length0.378 mi.

60 Working Days



$12.00

073STPOA-0202(522)

Item No. Description Quantity Units600A000 Mobilization (1) LS












750B601 Roadway Luminaire Assembly with One, LED, 250 Watt Equivalent Luminaire 18 Each

750C010 Pole Foundation,Roadway 18 Each

750D200 Electrical Junction Box,Type 1 1 Each

750E115 Conduit,2 Inch,Rigid Nonmetallic 35 LF

750F025 Conductor, #4 AWG 35 LF

750F029 Conductor, #3/0 AWG 105 LF

750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 3,400 LF

750H005 Service Pole 2 Each

750I015 Lighting Control Center 2 Each

756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 80 LF



Projects:County: CULLMAN


Description: for constructing the Resurfacing and Traffic Stripe on CR-1339 & CR-1354 from the junctionof SR-157 in Cullman to the junction of CR-1343. Length 3.638 mi.

30 Working Days



$4.00

074STPOA-2216(250)



404G001 Pavement Surfacing (Scrub Seal) 46,364 SQYD




4,207 Ton


1,000 Ton


1,056 Ton

424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B

1,192 Ton
















Projects:County: HOUSTON

Contract Time:

Description: for constructing the Culvert Extension and Slope Repair on SR-53/US-231 (Southbound Lane)at MP 27.100 north of Dothan. Length 0.160 mi.

120 Working Days

The Bracket Estimate on this project is from $975,913 to $1,192,783 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$12.00

077ST-035-053-003

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

( Approximately 3 Acres)(1) LS

206B009 Removal Of Old Box Culvert, Partial, Station 21+23 (1) LS

206D002 Removing Curb 11 LF

206D007 Removing Concrete Flume 26 LF

206E000 Removing Headwalls 1 Each



214A000 Structure Excavation 855 CUYD



524B011 Culvert Concrete Extension (Cast In Place) 261 CUYD

533A932 18" Storm Sewer Pipe (PP) Polypropylene 124 LF


570B000 Excavation For Soil Nail Wall 48 CUYD

570C000 Temporary Soil Nail Wall 30 SQYD



606A000 6" Underdrain Pipe 2,000 LF



614A000 Slope Paving 79 CUYD



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

621B014 Junction Box Units, Type 1 Or 2P 1 Each

621C008 Inlets, Type E 1 Each

623B000 Concrete Curb, Type N 2 LF









Item No. Description Quantity UnitsST-035-053-003 Page: 2
















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ALABAMAalletting.dot.state.al.us/WEBPROPS/2016/20161202/NTC December 2, 2016.pdfDec 02, 2016 · Re: 201 Calendar Year Bid Tabulations Subscription Alabama Department of Transportation