alabamaalletting.dot.state.al.us/webprops/2016/20160527/ntc_may_27_2016.pdfmay 27, 2016 · re: 201...

ALABAMA Department of Transportation

www.dot.state.al.us

Notice to Contractors Transportation Letting May 27

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]: 334.264.7976 cell: 334.322.1754 cell: 334.850.5328

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. Sylvia Dryer

1409 Coliseum Boulevard, Room E-101

Montgomery, Alabama 36110

http://www.dot.state.al.us/Project

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

October , 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

October , 201

Re: 201 Calendar Year Notice 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

Rev.

5-2

015

2. C

ount

y:3.

Reg

ion:

5. D

BE

:

From

:To

:

9. D

escr

iptio

n of

Wor

k: (P

ay It

em N

o. &

Des

crip

tion)

Pay

Item

No.

17. C

omm

ents

:

18. T

otal

:19

. Tot

al:

20.

Sig

natu

re o

f Aut

horiz

ed R

epre

sent

ativ

e:

11.U

nit P

rice

6. D

ate:

1. P

roje

ct N

umbe

r:

4. P

rime

Con

tract

or:

Item

Des

crip

tion 7.

ALD

OT

Est

imat

e:

Prin

ted

Nam

e &

Titl

eD

ate

Sig

ned

13. U

nits

W

orke

d12

.Uni

ts

10. T

ype

Firm

(C

/S/M

/BF)

ALD

OT

FOR

M D

BE-

10

14. A

mou

nt P

erfo

rmed

th

is P

erio

d15

.Uni

ts P

erfo

rmed

to

Dat

e 16

. Am

ount

Per

form

ed to

Dat

e

8. E

stim

ate

Per

iod:

Block Number

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.

$71.00 001 . NHF-0013(551), LAUDERDALE$5.00 $5.00

$29.00 004 . ACAA59776-ATRP(012), MADISON$5.00 $5.00

$93.00 009 . ACNH-0005(512), ETC., JEFFERSON$5.00 $5.00

$18.00 010 . ACBR59675-ATRP(009), MORGAN$5.00 $5.00

$11.00 014 . ACBRZ59369-ATRP(014), ETC., CRENSHAW$5.00 $5.00

$8.00 016 . ACBRZ59663-ATRP(005), LIMESTONE$5.00 $5.00

$9.00 018 . ACBRZ61382-ATRP(014), ETOWAH$5.00 $5.00

$9.00 021 . ACBR59643-ATRP(004), FRANKLIN$5.00 $5.00

$5.00 023 . ACNU61388-ATRP(004), ST. CLAIR$5.00 $5.00

$10.00 026 . ACOA61020-ATRP(010), BUTLER$5.00 $5.00

$69.00 029 . BR-0021(548), TALLADEGA$5.00 $5.00

$32.00 030 . CMAQ-5916(250), SHELBY$5.00 $5.00

$6.00 037 . NH-0002(570), LIMESTONE$5.00 $5.00

$4.00 038 . NH-0003(597), SHELBY$5.00 $5.00

$5.00 039 . NH-0150(503), JEFFERSON$5.00 $5.00

$15.00 041 . NH-HSIP-0052(510), HOUSTON$5.00 $5.00

$7.00 044 . STPAA-HSIP-0014(535), ETC., TALLAPOOSA$5.00 $5.00

$4.00 046 . STPAA-HSIP-0051(513), LEE$5.00 $5.00

$4.00 047 . STPAA-HSIP-0094(501), MONTGOMERY$5.00 $5.00

$6.00 050 . STPNU-1016(251), ETC., CHEROKEE$5.00 $5.00

$3.00 053 . STPOA-7434(600), CALHOUN$5.00 $5.00

$2.00 056 . ST-049-000-010, MOBILE$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.

$11.00 200 . STPAA-0014(534), ELMORE$5.00 $5.00

PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

May 27, 2016

May 27, 2016

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

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 - $10,000.00) 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 27, 2016 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

20160527001Contract ID:May 27, 2016Letting Date:

Projects:County: LAUDERDALE

DBE Goal Percent: 10.00Contract Time:

Description: for constructing the Additional Lanes (Grade, Drain, Base, and Pave) on SR-13 (US-43) fromthe intersection of CR-140 to the Tennessee State Line. Length 3.335 mi.

225 Working Days

The Bracket Estimate on this project is from $12,350,534 to $15,095,097 .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:

$71.00

001NHF-0013(551)

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

69 Acres)(1) LS

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

206C010 Removing Concrete Driveway 1,469 SQYD

206D000 Removing Pipe 3,721 LF

206D002 Removing Curb 228 LF

206E000 Removing Headwalls 18 Each

206E001 Removing Inlets 2 Each

210A000 Unclassified Excavation 129,106 CUYD

210D000 Borrow Excavation 52,250 CUYD

210D101 Borrow Excavation (Sand Fill, Complete In Place) 1,534 CUYD

210F002 Borrow Excavation (Underwater Backfill) (ALDOT #57) 4,538 Ton

214A000 Structure Excavation 3,577 CUYD

214B001 Foundation Backfill, Commercial 767 CUYD

232A001 Lime Stabilization, Class 2, 6 Inches Thick 102,538 SQYD

232B000 Lime 865 Ton

243A000 Soil Stabilization Geogrid, Type 1 2,244 SQYD

260A002 Cement Mortar Flowable Backfill, Mix 3 36 CUYD

301A004 Crushed Aggregate Base Course, Type B, Plant Mixed, 4" Compacted Thickness 202,710 SQYD


315A004 Drainage Plane Material, 12 Inches Thick 2,244 SQYD

327A021 Plant Mix Bituminous Base, Mix 2 978 Ton

401A004 Bituminous Treatment E 69,107 SQYD

401A043 Bituminous Treatment AE 103,489 SQYD

405A000 Tack Coat 17,115 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 19 Mile

408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 70,037 SQYD

410C000 Contractor Retained Profilograph 1 Each

410H000 Material Remixing Device 1 Each

410I000 Smoothness Testing, Certified Inertial Profiler 1 Each

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

13,758 Ton

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

11,200 Ton

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

200 Ton

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

200 Ton

Item No. Description Quantity UnitsNHF-0013(551) Page: 2

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

3,868 Ton

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

9,026 Ton

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

29,399 Ton

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

661 Ton

428A001 Scoring Bituminous Pavement Surface 6 Mile

430B014 Aggregate Surfacing (ALDOT #410 Modified) 2,671 Ton

502A000 Steel Reinforcement 5,942 LB

524B011 Culvert Concrete Extension (Cast In Place) 46 CUYD

530A001 18" Roadway Pipe (Class 3 R.C.) 215 LF






530A102 24" Roadway Pipe (Class 3 R.C.) (Extension) 21 LF




530B001 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.) 52 LF



533A099 24" Storm Sewer Pipe (Class 3 R.C.) 64 LF

533B099 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.) 92 LF

534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 81 LF

535A001 18" Side Drain Pipe 2,873 LF



535A005 42" Side Drain Pipe 198 LF

600A000 Mobilization (1) LS

602A000 Right Of Way Markers 67 Each

606A000 6" Underdrain Pipe 3,304 LF

608A000 Separation Geotextile 11,519 SQYD

610C000 Loose Riprap, Class 1 550 Ton

610C001 Loose Riprap, Class 2 1,211 Ton

610D003 Filter Blanket, Geotextile 13,293 SQYD

618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 1,274 SQYD

619A002 18" Roadway Pipe End Treatment, Class 1 6 Each








619A101 18" Side Drain Pipe End Treatment, Class 1 84 Each




619B016 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1 2 Each


620A000 Minor Structure Concrete 16 CUYD

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


621B014 Junction Box Units, Type 1 Or 2P 3 Each

621C024 Inlets, Type C Or P1 1 Each

630A001 Steel Beam Guardrail, Class A, Type 2 350 LF

630C001 Guardrail End Anchor, Type 8 1 Each

630C050 Guardrail End Anchor, Type 20 Series 1 Each

634A002 Industrial Fence, 6 Feet High 2,130 LF

634D004 Gate, 14 Feet Wide, Complete With Fittings (Without Barbed Wire) 3 Each

650A000 Topsoil 21,780 CUYD

652A100 Seeding 40 Acre

652A110 Seeding(Wetland Mix) 1 Acre

652C000 Mowing 40 Acre

654A000 Solid Sodding 6,546 SQYD

656A010 Mulching 40 Acre

659C000 Erosion Control Product, Type S4 9,860 SQYD



659C004 Erosion Control Product, Type C2 6,664 SQYD

659C006 Erosion Control Product, Type C6 438 SQYD

665A000 Temporary Seeding 18 Acre

665B001 Temporary Mulching 54 Ton

665E000 Polyethylene 500 SQYD

665F000 Hay Bales 500 Each

665G000 Sand Bags 500 Each

665H005 Flow Baffle 747 LF

665I000 Temporary Riprap, Class 2 893 Ton

665J002 Silt Fence 20,981 LF

665K000 Drainage Sump Excavation 3,000 CUYD

665N001 Temporary Coarse Aggregate,ALDOT Number 4 108 Ton

665N003 Temporary Coarse Aggregate,ALDOT Number 2 1,386 Ton

665O001 Silt Fence Removal 20,981 LF

665P005 Inlet Protection, Stage 3 Or 4 1 Each

665Q002 Wattle 2,075 LF

665X000 Basin Dewatering Device 6 Each

666A001 Pest Control Treatment 40 Acre

674A000 Construction Safety Fence 2,000 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 1,098,000.00) (1) LS


701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 10 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) 7 Mile

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

701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 1,250 LF

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,915 LF

701C000 Broken Temporary Traffic Stripe 23 Mile

701C001 Solid Temporary Traffic Stripe 50 Mile

701D007 Solid Traffic Stripe Removed (Paint) 10 Mile

701D008 Solid Traffic Stripe Removed (Plastic) 3 Mile

701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile

703A002 Traffic Control Markings, Class 2, Type A 7,467 SQFT

703B002 Traffic Control Legends, Class 2, Type A 1,043 SQFT

703C000 Removal Of Existing Traffic Control Markings Or Legends (Paint) 560 SQFT

703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 1,260 SQFT

703D001 Temporary Traffic Control Markings 2,060 SQFT

705A011 Pavement Markers, Class C, Type 1-A 2,000 Each

705A012 Pavement Markers, Class C, Type 1-B 292 Each

705A023 Pavement Markers, Class C, Type 2-D 560 Each

705A024 Pavement Markers, Class C, Type 2-E 146 Each

705A030 Pavement Markers, Class A-H, Type 2-C 348 Each

705A031 Pavement Markers, Class A-H, Type 1-A 426 Each

705A032 Pavement Markers, Class A-H, Type 1-B 389 Each

705A037 Pavement Markers, Class A-H, Type 2-D 752 Each

705A038 Pavement Markers, Class A-H, Type 2-E 194 Each

709A000 Milepost, Type A 6 Each

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

459 SQFT

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

149 SQFT

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

1,400 LF

726A000 Portable Concrete Safety Barriers, Type 6 60 LF

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

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

730Y100 Furnishing And Installing Pedestal Pole And Foundation With Illuminated School ZoneSign

(1) LS

730Y101 Furnishing And Installing Pedestal Pole And Foundation With Illuminated School ZoneSign

(1) LS

730Y140 Removal OF Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS

730Y141 Removal Of Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS

740B000 Construction Signs 2,526 SQFT

740D000 Channelizing Drums 1,000 Each

740E000 Cones (36 Inches High) 110 Each

740F002 Barricades, Type III 63 Each

740I002 Warning Lights, Type B 32 Each

740M001 Ballast For Cone 110 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 1,760 HOUR

( ) Item will be bid as lump sum.


Projects:County: MADISON


Description: for constructing the Additional Lanes (Grade, Drain, Base, Pave, and Signals) on CR-93(Winchester Road) from the Flint River to 0.100 mile past the junction of Bell Factory Road.Length 0.568 mi.

150 Working Days



$29.00

004ACAA59776-ATRP(012)


6 Acres)(1) LS

206C003 Removing Concrete Flumes 20 SQYD


206D011 Removing Fence 900 LF




210A001 Unclassified Excavation (Special Undercutting) 763 CUYD



214B001 Foundation Backfill, Commercial 1,163 CUYD

231B002 Roadbed Stabilizing Material, ALDOT #410 (Modified) 3,968 Ton

301A008 Crushed Aggregate Base Course, Type B, Plant Mixed, 5" Compacted Thickness 766 SQYD


401A000 Bituminous Treatment A 21,009 SQYD



408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 8,348 SQYD



1,113 Ton

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

3,019 Ton

424B680 Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D

2,100 Ton

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

215 Ton


2,629 Ton

430B014 Aggregate Surfacing (ALDOT #410 Modified) 20 Ton

530A827 24" Roadway Pipe (Class 3 R.C. Or Equal Strength C.C.M.)(Stack Pipe)(No BeddingRequired)

9 LF

533A098 18" Storm Sewer Pipe (Class 3 R.C.) 1,721 LF




535A080 18" Side Drain Pipe (Class 3 R.C.) 27 LF

Item No. Description Quantity UnitsACAA59776-ATRP(012) Page: 2



606A000 6" Underdrain Pipe 1,000 LF


610D003 Filter Blanket, Geotextile 34 SQYD

618A000 Concrete Sidewalk, 4" Thick 2,032 SQYD

618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 37 SQYD








621C004 Inlets, Type GH 1 Each

621C027 Inlets, Type C 11 Each

621C036 Inlets, Type S1 Or S3 (1 Wing) (Modified) 19 Each



621D002 Inlet Units, Type C 2 Each

621D004 Inlet Units, Type GH 1 Each

621D015 Inlet Units, Type S1 Or S3 15 Each


623A004 Concrete Gutter (Modified) 130 LF

623C003 Combination Curb & Gutter, Type C (Modified) 5,117 LF



634A000 Industrial Fence, 4 Feet High 900 LF






659C004 Erosion Control Product, Type C2 178 SQYD

665G000 Sand Bags 1,960 Each





665Q002 Wattle 1,792 LF



698A000 Construction Fuel (Maximum Bid Limited to $ 159,000.00) (1) LS






701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 442 LF

701B075 Dotted, Class W, Type B Traffic Stripe, Black (Lane Drop 10" Wide) 800 LF

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 993 LF


701E003 Solid Temporary Traffic Stripe (Tape) 2,300 LF

701E013 Broken Temporary Traffic Stripe (Tape) 1,150 LF

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,150 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,150 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,150 LF

701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 1,150 LF

701H002 Solid Traffic Stripe Removed (Tape) 2,300 LF

701H007 Broken Traffic Stripe Removed (Tape) 1,200 LF



703C003 Removal Of Existing Traffic Control Markings Or Legends (Tape) 11,192 SQFT

703D001 Temporary Traffic Control Markings 450 SQFT

703E001 Temporary Traffic Control Legends 15 SQFT

703H000 Specialty Traffic Control Markings 480 SQFT

705A011 Pavement Markers, Class C, Type 1-A 160 Each








58 SQFT


45 SQFT


286 LF

730A000 Removal Of Existing Traffic Control Unit ( Winchester Road & Bell Factory Road) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( Winchester Road & Bell Factory Road) (1) LS

730E000 Metal Traffic Signal Pole Foundation 3 Each

730F000 Metal Traffic Signal Pole With 30' Mast Arm Assembly 1 Each



730K000 Traffic Signal Junction Box 5 Each

730L003 1", Non-Metallic, Conduit 30 LF


730N000 Luminaire Extension Assembly, 12' 3 Each

730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 5 Each


730R052 Controller Assembly, 170, 8 Phase 1 Each

730T000 Wood Pole 1 Each

730U015 Video Detection System (1) LS


730Y180 Relocation Of Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS

730Y181 Relocation Of Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS

730Y600 Furnishing And Installing Pedestal Pole And Foundation With LED Pedestrian SignalHead

(1) LS

740B000 Construction Signs 595 SQFT

740D000 Channelizing Drums 300 Each






742A001 Portable Changeable Message Sign, Type 2 2 Each

756A028 6" Electrical Conduit, 1 Line, Type 5 Installation 170 LF



Projects:County: JEFFERSON


Description: for constructing the Additional Lanes and Bridge Replacement (Grade, Drain, Base, Pave,Signals, ITS Relocation, Lighting, and UST Removal) on SR-5 (US-78) from the I-20/59Overpass to the junction of Finley Boulevard in Birmingham. Length 0.681 mi.

6/29/2018 Completion Date



$93.00

009ACNH-0005(512), ACBR-0005(513)


5 Acres)(1) LS

206A000 Removal Of Old Bridge, Station A19+42.35 (1) LS

206C000 Removing Concrete Sidewalk 2,731 SQYD

206C001 Removing Concrete Pavement 19,493 SQYD

206C002 Removing Concrete Slope Paving 275 SQYD

206C010 Removing Concrete Driveway 447 SQYD

206C023 Removing Riprap 538 SQYD


206D001 Removing Guardrail 261 LF


206D003 Removing Curb And Gutter 4,576 LF

206D011 Removing Fence 3,422 LF

206D022 Removing Retaining Wall 88 LF

206D030 Removing Utility Lines 287 LF



206E033 Removing Permanent Barricade 1 Each

206E042 Removing Inlets (Partial) 1 Each


210D011 Borrow Excavation (A4 Or Better) 119,992 CUYD


214B000 Foundation Backfill, Local 593 CUYD


215B000 Cofferdams Or Sheeting And Shoring, Sta. A19+40.00 (1) LS

230A000 Roadbed Processing 64 RBST

250C000 Underground Storage Tank Removal (Specialty Item) 12 Each

250N000 Removal/Disposal Of Tank Contents (Sludge) (Specialty Item) 2,000 Gal

251A000 Contaminated Soil Remediation (Specialty Item) 2,530 CUYD


305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 260 Ton

305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 5,000 Ton


405A000 Tack Coat 510 Gal


Item No. Description Quantity UnitsACNH-0005(512) Page: 2



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

1,032 Ton


698 Ton

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

1,011 Ton

424B289 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range E

518 Ton

424B581 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range E

1,607 Ton


713 Ton

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

1,021 Ton

424C280 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange E

7,816 Ton


1,605 Ton

430B012 Aggregate Surfacing (ALDOT #410 Or #467) 2,379 Ton

450A020 Plain Cement Concrete Pavement,13 Inches Thick 19,170 SQYD

450B000 Reinforced Cement Concrete Bridge End Slab 383 SQYD

453C000 Removal Of Concrete Pavement Slab 539 SQYD

453D000 Concrete Pavement Replacement Slab 150 CUYD


502B000 Steel Reinforcement For Bridge Superstructure, Sta. A19+40.00, Approximately249,100 lbs

(1) LS

505G003 Pile Points (Type A, 12") 73 Each

505I000 Temporary Steel Sheet Piling 3,761 SQFT

505M002 Steel Piling Furnished And Driven (HP 12x53) 2,740 LF

506A004 Drilled Shaft Excavation, 3'-0" Diameter 3 LF


506B001 Special Drilled Shaft Excavation, 3'-0" Diameter 30 LF


506C025 Drilled Shaft Construction, 5'-6" Diameter, Class DS2 Concrete 570 LF


506F004 Permanent Drilled Shaft Casing, 3'-0" Diameter 37 LF

506F009 Permanent Drilled Shaft Casing, 5'-6" Diameter 50 LF

506G000 Crosshole Sonic Logging, 3'-0" Diameter 3 Each


508A000 Structural Steel 23,890 LB

510A000 Bridge Substructure Concrete, Class A 777 CUYD

510B001 Bridge Concrete, Class B 5 CUYD

510C051 Bridge Concrete Superstructure, Sta. A19+40.00, Approximately 1,100 Cu. Yds (1) LS

510E000 Grooving Concrete Bridge Decks 3,480 SQYD

511A050 Elastomeric Bearing Type 2 (Mark B1) 32 Each


511A070 Elastomeric Bearing Type 4 (Mark VB1) 48 Each




513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 1,465 LF

513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 388 LF

513B029 Pretensioned-Prestressed Concrete Girders, Type BT-54 Modified (Speciality Item) 3,974 LF

524B010 Culvert Concrete Extension 42 CUYD

529A010 Retaining Wall 3,126 SQFT

530A001 18" Roadway Pipe (Class 3 R.C.) 1,079 LF




530A900 18" Roadway Pipe (14 Gauge C.C.M.) 30 LF














601A000 Furnishing Base, Soil And Structure Laboratories 1 Each


603A001 Furnishing Type 2 Field Office 1 Each

609A000 Aggregate Slope Protection 320 SQYD



614A000 Slope Paving 302 CUYD














621C001 Inlets, Type B 3 Each

621C015 Inlets, Type S1 Or S3 (1 Wing) 34 Each







621C109 Inlets, Type PD 4 Each



621D109 Inlet Units, Type PD 1 Each

623C000 Combination Curb & Gutter, Type C 7,206 LF

623C004 Combination Curb & Gutter, Type C (Special) 3,550 LF

630A001 Steel Beam Guardrail, Class A, Type 2 1,561 LF




634A002 Industrial Fence, 6 Feet High 1,701 LF

634E000 Industrial Fence, 6 Feet High, Special Mounting 740 LF

645A510 8 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 989 LF


645A514 12 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 1,232 LF


645C500 Ductile Iron Fittings 800 LB

645F505 6 Inch Abandon Existing Sanitary Sewer 310 LF

645F510 8 Inch Abandon Existing Sanitary Sewer 1,715 LF



645H510 48 Inch Manhole 24 Each

645I500 48 Inch Manhole Unit 18 Each

645N500 Abandon Existing Manhole 14 Each

649A545 16 Inch Steel Encasement Pipe, Type 1 Installation 108 LF






649B660 26 Inch Steel Encasement Pipe, Type 4 Installation 106 LF




654A001 Solid Sodding (Bermuda) 30,356 SQYD




665C010 Temporary Pipe 750 LF

665D001 Temporary Pipe End Treatment 15 Each


665E000 Polyethylene 42,821 SQYD






665K000 Drainage Sump Excavation 500 CUYD




665Q002 Wattle 2,386 LF

665T000 Temporary Earth Berms 2,000 LF





701A087 Broken White, Class W, Type A Traffic Stripe (5" Wide) 2 Mile

701A091 Solid White, Class W, Type A Traffic Stripe (5" Wide) 1 Mile

701A095 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 1 Mile

701A099 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 2 Mile

701A108 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 2 Mile




701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 474 LF

701B036 Dotted Class W,Type B Traffic Stripe,Black(5" Wide) 474 LF


701C002 Broken Temporary Traffic Stripe (Paint) 1 Mile

701C003 Solid Temporary Traffic Stripe (Paint) 2 Mile

701C006 Solid Temporary Traffic Stripe (Removable Tape) 2 Mile

701C009 Broken Temporary Traffic Stripe (Removable Tape) 2 Mile



703A011 Traffic Control Markings, Class W, Type A 2,656 SQFT

703B002 Traffic Control Legends, Class 2, Type A 312 SQFT

703B011 Traffic Control Legends, Class W, Type A 216 SQFT

703D002 Temporary Traffic Control Markings (Paint) 554 SQFT

705A000 Pavement Markers, Class A, Type 1-A 340 Each


705A012 Pavement Markers, Class C, Type 1-B 114 Each


705A024 Pavement Markers, Class C, Type 2-E 42 Each






107 SQFT


78 SQFT


377 LF

726A000 Portable Concrete Safety Barriers, Type 6 3,360 LF

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

726A005 Portable Concrete Safety Barriers,Type 6(Bridge Bolted) 370 LF

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

730A000 Removal Of Existing Traffic Control Unit ( US-78 At I-20/59 NB Ramps) (1) LS

730A001 Removal Of Existing Traffic Control Unit ( US-78 At I-20/59 SB Ramps) (1) LS

730A002 Removal Of Existing Traffic Control Unit ( US-78 At 11th Court) (1) LS

730A003 Removal Of Existing Traffic Control Unit ( US-78 At 12th Avenue) (1) LS

730A004 Removal Of Existing Traffic Control Unit ( US-78 At Finley Boulevard) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( US-78 At I-20/59 NB Ramps) (1) LS

730C001 Furnishing And Installing Traffic Control Unit ( US-78 At I-20/59 SB Ramps) (1) LS

730C002 Furnishing And Installing Traffic Control Unit ( US-78 At 12th Avenue) (1) LS

730C003 Furnishing And Installing Traffic Control Unit ( US-78 At Finley Boulevard) (1) LS

730E000 Metal Traffic Signal Pole Foundation 13 Each

730F000 Metal Traffic Signal Pole With 20'/35' Mast Arm Assembly 1 Each


730F002 Metal Traffic Signal Pole With 30'/40' Mast Arm Assembly 1 Each



730G001 Metal Traffic Signal Strain Pole 8 Each



730L005 2", Non-Metallic, Conduit 1,690 LF

730N000 Luminaire Extension Assembly, 12 Feet 13 Each



730Q011 Pedestrian Signal Head, Type LED 4 Each

730R052 Controller Assembly, 170, 8 Phase 4 Each

730T000 Wood Pole 2 Each

730U015 Video Detection System (US-78 At I-20/59 NB Ramps) (1) LS

730U016 Video Detection System US-78 At I-20/59 SB Ramps) (1) LS

730U017 Video Detection System US-78 At 12th Avenue) (1) LS

730U018 Video Detection System US-78 At Finley Boulevard) (1) LS

734A014 Cable OSP, Loose Tube, 60F SM 5,230 LF

734B007 Drop Cable OSP 12F SM Central Core 590 LF

734E000 Detectable Tape System 3,075 LF

734E005 Marker Post 9 Each

734E040 Conduit Galvanized Rigid Steel 2 Inch 900 LF

734E100 Buried Duct HDPE SDR11 2 x 2 Inch 3,075 LF

734F002 Distribution Hardware SFDU 12 Fiber 4 Each

734G001 Connector ST Termination SM 48 Each


734G009 Splicing, Fusion 138 Each

734G100 Splice Closure, Undergrade, 12 Fiber 3 Each

734G104 Splice Closure, Undergrade, 60 Fiber 2 Each

734H025 Patch Cord Duplex SM, ST To FC 2 Meter 8 Each

734H070 Fanout Kit, SM 4 Each

734J001 Commbox F2 13 Each

734J004 Pull Box (36 In X 36 In X 24 In) Alum 2 Each

734M000 Riser Assembly 1 Each

734X000 Removal of Fiber Optic Cable ( US-78) (1) LS









750A115 High Mast Luminaire Assembly with Six, Type III, 400 Watt Luminaires 2 Each

750B438 Roadway Luminaire Assembly with One, Modified Cobra Head, 400 Watt Luminiare 26 Each

750C010 Pole Foundation,Roadway 26 Each

750C011 Pole Foundation, High Mast 2 Each

750E115 Conduit,2 Inch,Rigid Nonmetallic 125 LF

750E125 Conduit, 1 1/4 Inch, Rigid Metallic 800 LF

750F024 Conductor, #6 AWG 2,400 LF

750F026 Conductor, #2 AWG 450 LF

750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 4,455 LF

750H005 Service Pole 1 Each

750I015 Lighting Control Center 1 Each

756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 242 LF

756A028 6" Electrical Conduit, 1 Line, Type 5 Installation 1,140 LF




Projects:County: MORGAN


Description: for constructing the Bridge Replacement and Approaches on CR-28 (Vaughn Bridge Road)over Flint Creek west of Hartselle. Length 0.283 mi.

200 Working Days



$18.00

010ACBR59675-ATRP(009)


5 Acres)(1) LS

206A000 Removal Of Old Bridge, Station 206+93.00 (1) LS

206D000 Removing Pipe 80 LF


210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 9,312 CUYD






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

260 Ton

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

50 Ton

424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B

542 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 875 Ton

430B046 Aggregate Surfacing (Aldot #2) 250 Ton


502A001 Steel Reinforcement (Grade 60) 113,500 LB

502B000 Steel Reinforcement For Bridge Superstructure, Sta. 206+72, Approximately 101,006Pounds

(1) LS














510A007 Bridge Substructure Concrete 362 CUYD

510C051 Bridge Concrete Superstructure, Station 206+72.00, Approximately 480 Cubic Yards (1) LS

Item No. Description Quantity UnitsACBR59675-ATRP(009) Page: 2

510E000 Grooving Concrete Bridge Decks 1,360 SQYD



513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 574 LF

513B029 Pretensioned-Prestressed Concrete Girders, Type BT-54 Modified (Speciality Item) 1,847 LF





















701E000 Solid Temporary Traffic Stripe 2,320 LF

701E010 Broken Temporary Traffic Stripe 600 LF

701G144 Solid White, Class W, Type A Traffic Stripe 680 LF

701G152 Solid Yellow, Class W, Type A Traffic Stripe 680 LF

701G249 Solid White, Class 2, Type A Traffic Stripe 2,320 LF

701G258 Broken Yellow, Class 2, Type A Traffic Stripe 600 LF

701G263 Solid Yellow, Class 2, Type A Traffic Stripe 1,120 LF








Projects:County: CRENSHAW


Description: for constructing the Bridge Replacement (Precast) on CR-35 (Swanner Bridge Road) overLittle Patsaliga Creek south of Rutledge (Site 1) and on CR-35 (Swanner Bridge Road) overHorse Creek south of Rutledge (Site 2). Length 0.052 mi.

90 Working Days

The Bracket Estimate on this project is from $787,592 to $962,613 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$11.00

014ACBRZ59369-ATRP(014), ACBRZ59370-ATRP(014)

Item No. Description Quantity Units206A000 Removal Of Old Bridge, Station 10+00.00 (1) LS


210A000 Unclassified Excavation 750 CUYD


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


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



505M104 Steel Piling Furnished And Driven (HP 14x73) (Galvanized) 1,450 LF

508A000 Structural Steel 544 LB

510A000 Bridge Substructure Concrete, Class A 30 CUYD

511A000 Elastomeric Bearing Type 1 90 Each

512B004 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0" Deep By 31'-6" Long 5 Each

512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 35 Each

512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 14 Each

512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 6 Each

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







665L000 Floating Basin Boom 400 LF








Projects:County: LIMESTONE


Description: for constructing the Bridge Replacement and Approaches on CR-45 (Lucas Ferry Road) overMud Creek southwest of Athens. Length 0.132 mi.

60 Working Days



$8.00

016ACBRZ59663-ATRP(005)

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 Station 47+61.30 (1) LS



214A000 Structure Excavation 918 CUYD




401A000 Bituminous Treatment A 270 SQYD



136 Ton


35 Ton

424B666 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B

35 Ton



524A010 Culvert Concrete 216 CUYD




650A000 Topsoil 325 CUYD





665Q002 Wattle 80 LF



701E000 Solid Temporary Traffic Stripe 2,800 LF

701G249 Solid White, Class 2, Type A Traffic Stripe 1,400 LF

701G263 Solid Yellow, Class 2, Type A Traffic Stripe 1,400 LF

703A002 Traffic Control Markings, Class 2, Type A 40 SQFT



Item No. Description Quantity UnitsACBRZ59663-ATRP(005) Page: 2






Projects:County: ETOWAH


Description: for constructing the Bridge Replacement on CR-224 (Cox Gap Road) over Short Creeknortheast of Mountainboro. Length 0.179 mi.

90 Working Days



$9.00

018ACBRZ61382-ATRP(014)


1 Acre)(1) LS




209A000 Mailbox Reset, Single 1 Each


210D001 Borrow Excavation (Loose Truckbed Measurement) 351 CUYD








168 Ton


317 Ton








618B000 Concrete Driveway, 4" Thick 13 SQYD












Item No. Description Quantity UnitsACBRZ61382-ATRP(014) Page: 2



701A030 Solid White, Class 2T, Type A Traffic Stripe 1 Mile

701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 1 Mile



740C000 Special Construction Signs 9 SQFT





Projects:County: FRANKLIN


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on 4th Street (Golden Road) fromthe intersection of SR-19 to the Mississippi State Line to include Bridge Replacement over anunnamed tributary to Bear Creek in Red Bay. Length 1.654 mi.

120 Working Days

The Bracket Estimate on this project is from $853,019 to $1,042,579 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$9.00

021ACBR59643-ATRP(004)


1 Acre)(1) LS


206C000 Removing Concrete Sidewalk 69 SQYD

206C003 Removing Concrete Flumes 5 SQYD


206D003 Removing Curb And Gutter 144 LF

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

210D001 Borrow Excavation (Loose Truckbed Measurement) 4,077 CUYD








3,000 Ton


69 Ton


250 Ton


50 Ton


75 Ton

424B680 Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D

92 Ton






618A000 Concrete Sidewalk, 4" Thick 279 SQYD

618C000 Truncated Dome Retrofit 8 SQFT

623C000 Combination Curb & Gutter, Type C 144 LF

630A034 Steel Beam Guardrail, Class A, Type 2 (8'-0" Post) 492 LF



Item No. Description Quantity UnitsACBR59643-ATRP(004) Page: 2






665J002 Silt Fence 721 LF

665O001 Silt Fence Removal 721 LF



701A030 Solid White, Class 2T, Type A Traffic Stripe 4 Mile

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

701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 1 Mile

701B007 Dotted Class 2T, Type A, Traffic Stripe 150 LF



703A004 Traffic Control Markings, Class 2T, Type A 2,652 SQFT

703B004 Traffic Control Legends, Class 2T, Type A 138 SQFT




26 SQFT


56 LF









Projects:County: ST. CLAIR


Description: for constructing the Resurfacing and Traffic Stripe on CR-26 from the junction of SR-25(US-231) in Ashville to west of the junction CR-335 (Days Drive) west of Ragland. Length5.972 mi.

30 Working Days



$5.00

023ACNU61388-ATRP(004)

Item No. Description Quantity Units206D001 Removing Guardrail 1,625 LF


305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 2,975 Ton

401B108 Bituminous Treatment G (With Polymer Additive) 80,705 SQYD




7,160 Ton

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

7,375 Ton

600A000 Mobilization . (1) LS


630A004 Steel Beam Guardrail, Class B, Type 2 748 LF

630C022 Guardrail End Anchor, Type Special 8 Each




701A231 Solid White, Class 2, Type A Traffic Stripe 13 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 9 Mile

701A240 Broken White, Class 2, Type A Traffic Stripe 1 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 3 Mile

701B205 Dotted, Class 2, Type A, Traffic Stripe 2,000 LF



701G144 Solid White, Class W, Type A Traffic Stripe 748 LF

701G148 Broken Yellow, Class W, Type A Traffic Stripe 204 LF

701G152 Solid Yellow, Class W, Type A Traffic Stripe 544 LF











Projects:County: BUTLER


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on North Conecuh Street, AirportRoad, Glendale Avenue, and Hickory Street at various locations in Greenville as indicated inthe plans. Length 3.328 mi.

80 Working Days



$10.00

026ACOA61020-ATRP(010)


1 Acre)(1) LS









214B002 Foundation Backfill, Commercial ( ALDOT #467) 282 CUYD


305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 127 Ton

401A000 Bituminous Treatment A 538 SQYD

401A004 Bituminous Treatment E 60,327 SQYD





5,285 Ton


95 Ton

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

700 Ton

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

1,100 Ton

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

100 Ton


524A011 Culvert Concrete (Cast In Place) 162 CUYD






623B120 Concrete Curb, (Type Special) 350 LF



Item No. Description Quantity UnitsACOA61020-ATRP(010) Page: 2

641S500 Valve Box Reset 42 Each

645K500 Manhole Frame And Cover Reset 14 Each












701A240 Broken White, Class 2, Type A Traffic Stripe 2 Mile

701B205 Dotted, Class 2, Type A, Traffic Stripe 100 LF



701G258 Broken Yellow, Class 2, Type A Traffic Stripe 224 LF






730H001 Loop Wire 284 LF











Projects:County: TALLADEGA


Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, and Bridge) on SR-21over Southern Railroad in Munford. Length 1.078 mi.

300 Working Days



$69.00

029BR-0021(548)


19 Acres)(1) LS

205A001 Removal Of Structures, Structure No. 1 (Septic Tanks) 1 Each











206D001 Removing Guardrail 1,000 LF

206D030 Removing Utility Lines 3,595 LF







231B001 Roadbed Stabilizing Material, ALDOT #467 4,918 Ton



305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 300 Ton





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




1,857 Ton


2,794 Ton

Item No. Description Quantity UnitsBR-0021(548) Page: 2

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

2,032 Ton

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

9 Ton

424B687 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D

500 Ton


2,269 Ton



502A001 Steel Reinforcement (Grade 60) 75,700 LB

502B000 Steel Reinforcement For Bridge Superstructure, Station 527+56.16, Approximately53,800 Pounds

(1) LS



505B091 Dynamic Loading Tests (HP 14x117) 2 Each

505G004 Pile Points (Type A, 14") 32 Each



510A031 Bridge Substructure Concrete, Class A (4000 PSI) 852 CUYD

510C051 Bridge Concrete Superstructure, Station 527+56.16, Approximately 302 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 700 SQYD


513B017 Pretensioned-Prestressed Concrete Girders, Type BT-72 (Specialty Item) 1,019 LF

529A012 Retaining Wall(MSE) 12,987 SQFT





530A662 24" Roadway Pipe (Class 3 R.C.) (Temporary) 286 LF




535B011 22" Span, 14" Rise Side Drain Pipe 61 LF

535B012 29" Span, 18" Rise Side Drain Pipe 96 LF

573A000 Aggregate Foundations 2,158 CUYD


601A000 Furnishing Base, Soil And Structure Laboratories 1 Each


606A000 6" Underdrain Pipe 250 LF










619B116 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 2 Each

619B267 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1 (Double Line) 2 Each


621A004 Junction Boxes, Type 4 1 Each






634E000 Industrial Fence, 6 Feet High, Special Mounting 311 LF

641A512 3/4 Inch Copper Water Service Line Laid 90 LF

641A518 2 Inch Copper Water Service Line Laid 241 LF

641A532 3/4 Inch P.E. Water Service Line Laid 480 LF

641A746 6 Inch P.V.C. Water Main Laid 3,450 LF

641E500 Fire Hydrant Reset 1 Each

641J516 6 Inch Gate Valve With Box 2 Each

641L500 Concrete for Water Mains (Thrust Blocks) 11 CUYD

641O520 8 Inch x 8 Inch Tapping Valve And Sleeve 1 Each

641P515 3/4 Inch Service Tap 15 Each

641P530 2 Inch Service Tap 1 Each

641R510 3/4 Inch Water Meter And Box Reset 15 Each

641T512 8 Inch Line Stop 1 Each


649A800 2 Inch HDPE Encasement Pipe, Type 3 Installation 218 LF

649A830 4 Inch HDPE Encasement Pipe, Type 3 Installation 132 LF

650B000 Topsoil From Stockpiles 6,700 CUYD





659C004 Erosion Control Product, Type C2 1,982 SQYD

















701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 314 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 314 LF






711A000 Roadway Sign Relocation (1) LS

713A000 Permanent Barricades 48 LF












Projects:County: SHELBY


Description: for constructing the Sidewalk Installation (Grade, Drain, Curb and Gutter) on CR-105(Bearden Road) from the intersection of SR-3 (US-31) along Industrial Park Drive to PelhamHigh School. Length 1.458 mi.

210 Working Days



$32.00

030CMAQ-5916(250)

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






206D005 Removing Gutter 165 LF




206E042 Removing Inlets (Partial) 1 Each





224A000 Lime Sink Excavation 50 CUYD

224B000 Special Backfill For Lime Sink 50 CUYD




300 Ton

517D000 Sidewalk Handrail 905 LF

529A020 Retaining Wall # 1 5,173 SQFT

529A021 Retaining Wall # 2 778 SQFT












Item No. Description Quantity UnitsCMAQ-5916(250) Page: 2

614A000 Slope Paving 130 CUYD








619A227 24" Roadway Pipe End Treatment, Class 2 (Double Line) 1 Each

619B117 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 1 Each





621C046 Inlets, Type S Special (1 Wing) 5 Each

621C047 Inlets, Type S Special (2 Wing) 3 Each

621C109 Inlets, Type PD 1 Each

621C129 Inlets, Type C (Partial) 1 Each


623A000 Concrete Gutter 678 LF

623C004 Combination Curb & Gutter, Type C (Special) 6,153 LF





650B000 Topsoil From Stockpiles 488 CUYD












665Q002 Wattle 1,000 LF







35 SQFT

Item No. Description Quantity UnitsCMAQ-5916(250) Page: 3


56 LF








Projects:County: LIMESTONE


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-2 (US-72) from just nearthe intersection of Jefferson Street (MP 74.600) in Athens to near the junction of McCulley MillRoad (MP 81.400). Length 6.552 mi.

75 Working Days



$6.00

037NH-0002(570)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 373 SQYD



206E041 Removing Impact Attenuators 1 Each

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 3,207 Ton






18,804 Ton

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

2,259 Ton


500 Ton


9,960 Ton


629E013 Bridge Rail Retrofit,Type BC(NJ) 1,504 LF

629E015 Bridge Rail Retrofit, Type SC(CB) 1,032 LF















701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 961 LF



Item No. Description Quantity UnitsNH-0002(570) Page: 2

701H001 Solid Traffic Stripe Removed (Plastic) 2,674 LF

701H006 Broken Traffic Stripe Removed (Plastic) 961 LF


703A011 Traffic Control Markings, Class W, Type A 680 SQFT








720A025 Vehicular Impact Attenuator Assembly (Unidirectional,TL-3) 1 Each

730U400 Radar Detection System ( SR-2 at Jefferson St. (SR-27) (1) LS

730U401 Radar Detection System ( SR-2 at S. Clinton St.) (1) LS

730U402 Radar Detection System ( SR-2 at Wal-Mart Entrance and Zaxby's Entrance) (1) LS

730U403 Radar Detection System ( SR-2 at SR-3(US-31) SB Ramps) (1) LS

730U404 Radar Detection System ( SR-2 at SR-3(US-31) NB Ramps) (1) LS

730U405 Radar Detection System ( SR-2 at Bolyn St. and Cloverleaf Dr.) (1) LS

730U406 Radar Detection System ( SR-2 at Athens-Limestone Dr. and Edson St.) (1) LS

730U407 Radar Detection System ( SR-2 at I-65 SB Ramps) (1) LS

730U408 Radar Detection System ( SR-2 at I-65 NB Ramps) (1) LS

730U409 Radar Detection System ( SR-2 at Kelli Dr.) (1) LS

730U410 Radar Detection System ( SR-2 at Lindsay Ln.) (1) LS

730U411 Radar Detection System ( SR-2 at Mooresville Rd.) (1) LS








Projects:County: SHELBY


Description: for constructing the Planing, Resurfacing, Bridge Rail Retrofit, Guardrail End Anchors, andTraffic Stripe on SR-3 (US-31) from the Bishop Creek Bridge to the Jefferson County Line.Length 2.659 mi.

40 Working Days



$4.00

038NH-0003(597)

Item No. Description Quantity Units206D001 Removing Guardrail 1,725 LF


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



305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 500 Ton





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

11,768 Ton

424A287 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range E

855 Ton

424A290 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range E

662 Ton

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

2,000 Ton

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

500 Ton



629E015 Bridge Rail Retrofit, Type SC(CB) 508 LF












665Q002 Wattle 1,000 LF







701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 5,000 LF







701H002 Solid Traffic Stripe Removed (Tape) 254 LF

701H007 Broken Traffic Stripe Removed (Tape) 127 LF








730H001 Loop Wire 15,190 LF








Projects:County: JEFFERSON


Description: for constructing the Planing, Resurfacing, Guardrail End Anchors, and Traffic Stripe onSR-150 from the I-459 Overpass to the intersection of SR-3 (US-31) in Hoover. Length 2.806mi.

45 Working Days



$5.00

039NH-0150(503)

Item No. Description Quantity Units206D001 Removing Guardrail 79 LF








11,523 Ton

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

1,945 Ton


1,000 Ton


250 Ton







654A001 Solid Sodding (Bermuda) 152 SQYD




665Q002 Wattle 1,716 LF













701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 402 LF


701H001 Solid Traffic Stripe Removed (Plastic) 803 LF










707G001 Barrier Rail Mounted Delineator (Bi-Directional) 10 Each

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

4 SQFT


13 LF

730H001 Loop Wire 28,225 LF








Projects:County: HOUSTON


Description: for constructing the Safety Widening, Planing, Resurfacing, Bridge Rail Retrofit, and TrafficStripe on SR-52 from the junction of CR-55 east of Webb to the Georgia State Line. Length8.338 mi.

110 Working Days



$15.00

041NH-HSIP-0052(510)


206D001 Removing Guardrail 3,588 LF



210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 500 CUYD

212A000 Machine Grading Shoulders 375 STA






12,088 Ton


300 Ton

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

3,798 Ton

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

300 Ton



629E015 Bridge Rail Retrofit, Type SC(CB) 3,149 LF








659C002 Erosion Control Product, Type S2 150 SQYD








665Q002 Wattle 1,410 LF

Item No. Description Quantity UnitsNH-HSIP-0052(510) Page: 2












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) 3,595 LF






703E001 Temporary Traffic Control Legends 410 SQFT














Projects:County: TALLAPOOSA


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-14 fromthe beginning of the 2-Lane Section at MP 196.177 in Tallassee to MP 198.849 (Site 1) andon SR-49 from the intersection of SR-14 to MP 14.354 near Sougahatchee Creek (Site 2).Length 8.036 mi.

85 Working Days



$7.00

044STPAA-HSIP-0014(535), STPAA-HSIP-0049(507)

Item No. Description Quantity Units206D001 Removing Guardrail 71 LF




401B100 Bituminous Treatment E (With Polymer Additive) 124,973 SQYD







6,900 Ton

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

225 Ton


13,250 Ton


600 Ton

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

380 Ton

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

600 Ton

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

13,150 Ton

424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D

3,350 Ton


430B043 Aggregate Surfacing (1" Down, Crusher Run) 2,505 Ton



629A004 Concrete Median Or Safety Barrier, Type 4A (Modified) 106 LF








Item No. Description Quantity UnitsSTPAA-HSIP-0014(535) Page: 2


665Q002 Wattle 1,050 LF




















Projects:County: LEE


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-51 fromthe Russell County Line (MP 98.120) to the Opelika City Limits (MP 111.980). Length 13.859mi.

90 Working Days



$4.00

046STPAA-HSIP-0051(513)


212A000 Machine Grading Shoulders 1,460 STA







11,000 Ton


1,650 Ton


20,100 Ton


1,000 Ton


1,000 Ton


550 Ton

424B693 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D

5,850 Ton










654A000 Solid Sodding 300 SQYD






















701H001 Solid Traffic Stripe Removed (Plastic) 644 LF






705A037 Pavement Markers, Class A-H, Type 2-D 1,210 Each









Projects:County: MONTGOMERY


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-94 fromthe Ramer Town Limits (MP 6.000) to the junction of SR-53 (US-231) (MP 19.143). Length13.142 mi.

100 Working Days



$4.00

047STPAA-HSIP-0094(501)

Item No. Description Quantity Units210A000 Unclassified Excavation 700 CUYD


212A000 Machine Grading Shoulders 1,376 STA

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,000 Ton

401B100 Bituminous Treatment E (With Polymer Additive) 225,100 SQYD







12,450 Ton


1,150 Ton


24,900 Ton


750 Ton


500 Ton


200 Ton

424B693 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D

5,650 Ton


502A000 Steel Reinforcement 870 LB







654A000 Solid Sodding 250 SQYD





















701H001 Solid Traffic Stripe Removed (Plastic) 1,370 LF





705A037 Pavement Markers, Class A-H, Type 2-D 1,342 Each


556 SQFT


892 LF








Projects:County: CHEROKEE


Description: for constructing the Resurfacing and Traffic Stripe on CR-46 from the junction of CR-91 to thejunction of CR-41 in Broomtown and on CR-47 from the junction of CR-52 to the DeKalbCounty Line. Length 4.100 mi.

30 Working Days



$6.00

050STPNU-1016(251), STPNU-1016(250)

Item No. Description Quantity Units401B100 Bituminous Treatment E (With Polymer Additive) 46,875 SQYD




3,695 Ton


200 Ton






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



701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 250 LF









Projects:County: CALHOUN

Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on Coffee Street from theintersection of SR-21 to the junction of Alexandria Road in Jacksonville. Length 0.620 mi.

30 Working Days



$3.00

053STPOA-7434(600)

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 205 SQYD


206D005 Removing Gutter 200 LF



401B108 Bituminous Treatment G (With Polymer Additive) 10,761 SQYD




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

798 Ton

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

36 Ton

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

100 Ton


100 Ton






621G005 Inlet Grates, Type B 1 Each

622A002 Manhole Covers Reset (Sanitary) 6 Each

623A001 Concrete Gutter (Valley) 200 LF

623C000 Combination Curb & Gutter, Type C 90 LF

641S500 Valve Box Reset 11 Each

645K500 Manhole Frame And Cover Reset 2 Each







730H001 Loop Wire 144 LF

730I001 Loop Detector Lead-In-Cable 10 LF


Item No. Description Quantity UnitsSTPOA-7434(600) Page: 2







Projects:County: MOBILE

Contract Time:

Description: for constructing the Demolition of Building Structures and Site Improvements on Old WaterStreet, Eslava Street, Royal Street, and Water Street in Mobile.

30 Working Days



$2.00

056ST-049-000-010

Item No. Description Quantity Units205A001 Removal Of Structures, Structure No. 1 1 Each




634C000 Industrial Fence, 6 Feet High Plus Barbed Wire (Vertical Arms) 124 LF







674A000 Construction Safety Fence 200 LF




Projects:County: ELMORE

Contract Time:

Description: for constructing the Clearing, Grubbing, Structure and Underground Storage Tank Removalon SR-14 from just west of the junction of Coosada Parkway to a point east of the junction ofSR-143 in Elmore. Length 1.353 mi.

45 Working Days



$11.00

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.

STPAA-0014(534)


40 Acres)(1) LS



206D011 Removing Fence 760 LF


250B002 Disposal Of Hydrocarbon Contaminated Soil (Specialty Item) 100 CUYD

250C000 Underground Storage Tank Removal (Specialty Item) 4 Each

250N000 Removal/Disposal Of Tank Contents (Sludge) (Specialty Item) 1,000 Gal













665N000 Temporary Coarse Aggregate,ALDOT Number 1 500 Ton












alabamaalletting.dot.state.al.us/webprops/2016/20160527/ntc_may_27_2016.pdfmay 27, 2016 · re: 201...

Documents