notice to contractors a - alletting.dot.state.al.us

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation Letting

May 29, 201510:00 am

Alabama Department of Transportation1409 Coliseum Boulevard, Room E-108

Montgomery Alabama 36110

Plans and Proposalstelephone: 334.242.6444

e-mail: [email protected]: 334.264.7976cell: 334.322.1754cell: 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 TRANSPORTATION 1409 COLISEUM BOULEVARD

MONTGOMERY ALABAMA 36110-2060

2015 SPECIAL AND STANDARD HIGHWAY DRAWINGS The Alabama Department of Transportation is using the 2015 Edition of the Special and Standard Highway Drawings Book for projects let during Calendar Year 2015. 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

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

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

PLANSPRICE

BIDDINGPROPOSAL(ONE EACH)

PLANSQTY.

WE ARE NO LONGER ACCEPTING 3.5" DISKETTES.

$32.00 002 . APDF-IMF-0004(530), WALKER$5.00$26.00 005 . ACAA59530-ATRP(002), MOBILE$5.00$18.00 006 . ACAA59581-ATRP(006), RUSSELL$5.00$31.00 009 . ACBR58519-ATRP(010), HOUSTON$5.00

$9.00 010 . ACBR59399-ATRP(012), BARBOUR$5.00$8.00 011 . ACBR62448-ATRP(009), FRANKLIN$5.00$6.00 014 . ACBRZ58361-ATRP(001), CALHOUN$5.00

$12.00 015 . ACBRZ58617-ATRP(004), ETOWAH$5.00$9.00 016 . ACBRZ60323-ATRP (012), FAYETTE, ETC.$5.00$9.00 017 . ACBRZ62453-ATRP(009), FRANKLIN$5.00$3.00 020 . ACNU58347-ATRP(002), LOWNDES$5.00

$10.00 021 . ACNU59571-ATRP(016), RUSSELL$5.00$3.00 023 . ACNU61039-ATRP(012), AUTAUGA$5.00$7.00 024 . ACNU61229-ATRP(014), ETC., DEKALB$5.00$6.00 025 . ACNU61231-ATRP(014), ETC., DEKALB$5.00$5.00 026 . ACNU61274-ATRP (012), CULLMAN$5.00$3.00 027 . ACNU62433-ATRP(009), FRANKLIN$5.00$3.00 028 . ACNU62434-ATRP(004), FRANKLIN$5.00$7.00 035 . ACOA59524-ATRP(009), ESCAMBIA$5.00$5.00 036 . ACOA62220-ATRP(008), LIMESTONE$5.00$3.00 037 . ACOA62973-ATRP(012), FRANKLIN$5.00$2.00 038 . ACOA62974-ATRP(013), FRANKLIN$5.00$5.00 042 . BR-1214(257), CHOCTAW$5.00

$14.00 045 . IM-I059(353), SUMTER$5.00$27.00 046 . IM-I059(360), GREENE$5.00$42.00 048 . IM-IMD-I065(435), SHELBY$5.00

$9.00 051 . NH-0003(592), ESCAMBIA$5.00$7.00 052 . NH-0010(538), PIKE$5.00$6.00 053 . NH-0013(594), TUSCALOOSA$5.00$4.00 055 . NH-HSIP-0001(586), RANDOLPH$5.00$7.00 056 . NH-HSIP-0005(543), WILCOX$5.00

$12.00 057 . NH-HSIP-0012 (560), COVINGTON$5.00$20.00 062 . STPAA-HSIP-0004(529), JEFFERSON$5.00

$4.00 063 . STPAA-HSIP-0048(504), RANDOLPH$5.00$16.00 064 . STPAA-HSIP-0055(511), COVINGTON$5.00

$3.00 065 . STPAA-HSIP-0063(504), ELMORE$5.00$12.00 066 . STPAA-HSIP-0125(503), ETC., COFFEE$5.00$19.00 067 . STPAA-HSIP-0093(502), ETC., PIKE$5.00

$3.00 073 . STPNU-0814(252), CALHOUN$5.00$3.00 074 . STPNU-1714(253), COLBERT$5.00

May 29, 2015

$3.00 075 . STPNU-1915(250), COOSA$5.00$3.00 076 . STPNU-2615(251), ELMORE$5.00$4.00 077 . STPNU-2814(251), ETOWAH$5.00$3.00 078 . STPNU-3514 (255), HOUSTON$5.00$4.00 079 . STPNU-5613(251), RANDOLPH$5.00$3.00 080 . STPNU-6214(250), TALLAPOOSA$5.00$5.00 085 . 99-505-990-500-401, HALE, ETC.$5.00$4.00 086 . 99-506-690-000-401, MONTGOMERY, ETC.$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 . HPP-1602(511), MOBILE$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:

_____ 2015 STANDARD HIGHWAY DRAWINGS_____ 2015 METRIC STANDARD HIGHWAY DRAWINGS_____ 2015 STANDARD HIGHWAY DRAWING US AND METRIC (CD)

$125.00$125.00

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

$20.00$5.00$2.00

May 29, 2015

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 he 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 29, 2015 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

20150529002Contract ID:May 29, 2015Letting Date:

Projects:County: WALKER

DBE Goal Percent: 5.00Contract Time:

Description: for constructing the Ultimate Paving, Guardrail Installation, and Traffic Stripe on I-22 (CorridorX) from the SR-118 Interchange (MP 51.830) to the SR-118 Overpass Ramps (MP 57.440)west of Jasper. Length 5.535 mi.

180 Working Days

The Bracket Estimate on this project is from $14,818,281 to $18,111,232 .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:

$32.00

002APDF-IMF-0004(530)

Item No. Description Quantity Units206D001 Removing Guardrail 4,625 LF

206E008 Removing Guardrail End Anchor (All Type) 50 Each

210D000 Borrow Excavation 17,500 CUYD

405A000 Tack Coat 43,362 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 28 Mile

408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 467,540 SQYD

408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 620 SQYD

410C000 Contractor Retained Profilograph 1 Each

410H000 Material Remixing Device 1 Each

423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 30,180 Ton

423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size 30,415 Ton

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

18,565 Ton

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

84,844 Ton

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

2,390 Ton

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

12,156 Ton

428A001 Scoring Bituminous Pavement Surface 22 Mile

430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,000 Ton

534A000 Cleaning Pipe Underdrain Outlets 145 Each

600A000 Mobilization (1) LS

603A002 Furnishing Type 3 Field Office 1 Each

605B000 Special Underdrain Outlet, Type A 10 Each

630A001 Steel Beam Guardrail, Class A, Type 2 6,138 LF

630C001 Guardrail End Anchor, Type 8 15 Each


630C070 Guardrail End Anchor, Type 10 Series 25 Each

650A000 Topsoil 1,500 CUYD

652A100 Seeding 15 Acre

654A001 Solid Sodding (Bermuda) 35,041 SQYD

656A010 Mulching 15 Acre

665A000 Temporary Seeding 15 Acre

665B001 Temporary Mulching 45 Ton

665G000 Sand Bags 150 Each

665J002 Silt Fence 20,750 LF

Item No. Description Quantity UnitsAPDF-IMF-0004(530) Page: 2

665O001 Silt Fence Removal 20,750 LF

665P005 Inlet Protection, Stage 3 Or 4 86 Each

665Q002 Wattle 6,500 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 776,726.00) (1) LS

701A087 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1 Mile

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

701A099 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1 Mile

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

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile

701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 23 Mile

701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 918 LF

701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 5,200 LF

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 5,581 LF

701C000 Broken Temporary Traffic Stripe 28 Mile

701C001 Solid Temporary Traffic Stripe 36 Mile

701D005 Solid Traffic Stripe Removed 1 Mile

701D013 Broken Traffic Stripe Removed 1 Mile

701F000 Dotted Temporary Traffic Stripe 25,674 LF

701F010 Dotted Temporary Traffic Stripe (Lane Drop) 9,450 LF

701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 2,400 LF

703A002 Traffic Control Markings, Class 2, Type A 17,771 SQFT

703B002 Traffic Control Legends, Class 2, Type A 662 SQFT

703C000 Removal Of Existing Traffic Control Markings Or Legends (Paint) 1,500 SQFT

703D001 Temporary Traffic Control Markings 17,771 SQFT

705A011 Pavement Markers, Class C, Type 1-A 1,120 Each

705A012 Pavement Markers, Class C, Type 1-B 800 Each

705A022 Pavement Markers, Class C, Type 2-C 1,920 Each

705A030 Pavement Markers, Class A-H, Type 2-C 284 Each

705A031 Pavement Markers, Class A-H, Type 1-A 3,925 Each

705A032 Pavement Markers, Class A-H, Type 1-B 420 Each

728A000 Truck Mounted Impact Attenuator Unit 2 Each

740B000 Construction Signs 3,005 SQFT

740C000 Special Construction Signs 96 SQFT

740D000 Channelizing Drums 1,000 Each

740E000 Cones (36 Inches High) 100 Each

740F002 Barricades, Type III 4 Each

740I002 Warning Lights, Type B 12 Each

740M001 Ballast For Cone 100 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 4 Each

742A001 Portable Changeable Message Sign, Type 2 4 Each

999 000 Trainee Hours At 80 Cents Per Hour 1,760 HOUR

( ) Item will be bid as lump sum.


Projects:County: MOBILE


Description: for constructing the Intersection Improvements on CR-19 (Irvington-Bayou La Batre Highway)at the intersection of CR-24 (Half Mile Road). Length 0.148 mi.

120 Working Days

The Bracket Estimate on this project is from $805,388 to $948,363 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$26.00

005ACAA59530-ATRP(002)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately

2.0 Acres)(1) LS

206C002 Removing Concrete Slope Paving 6 SQYD

206D000 Removing Pipe 275 LF

206E000 Removing Headwalls 12 Each

210A000 Unclassified Excavation 2,265 CUYD

210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 8,838 CUYD

214A000 Structure Excavation 1,053 CUYD

214B000 Foundation Backfill, Local 500 CUYD

230A000 Roadbed Processing 11 RBST

401A000 Bituminous Treatment A 2,419 SQYD

405A000 Tack Coat 245 Gal




582 Ton

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

400 Ton

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

20 Ton

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

14 Ton

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

409 Ton

430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 500 Ton

530A012 18" Roadway Pipe (Class 4 R.C.) 128 LF

530B090 29" Span, 18" Rise Roadway Pipe (Class 4 R.C.) 197 LF

530B102 44" Span, 27" Rise Roadway Pipe (Class 4 R. C.) (Extension) 95 LF

533A098 18" Storm Sewer Pipe (Class 3 R.C.) 253 LF

533B099 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.) 527 LF

533B101 44" Span, 27" Rise Storm Sewer Pipe (Class 3 R.C.) 324 LF

535A080 18" Side Drain Pipe (Class 3 R.C.) 111 LF

535B092 44" Span, 27" Rise Side Drain Pipe (Class 3 R.C.) 39 LF


605B001 Special Underdrain Outlet, Type B 1 Each

606A012 6" Underdrain Pipe,Type 8 437 LF

610D003 Filter Blanket, Geotextile 131 SQYD

614A000 Slope Paving 44 CUYD

Item No. Description Quantity UnitsACAA59530-ATRP(002) Page: 2

614B000 Reinforced Slope Paving 67 CUYD

619A101 18" Side Drain Pipe End Treatment, Class 1 11 Each

619B117 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 2 Each

619B144 44" Span, 27" Rise Side Drain Pipe End Treatment, Class 2 4 Each

619B339 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 (Double Line) 1 Each

620A000 Minor Structure Concrete 2 CUYD

621A013 Junction Boxes, Type Special 6 Each

621B035 Junction Box Units, Type Special 4 Each

621C030 Inlets, Type "Special" 1 Each

621C109 Inlets, Type PD 1 Each

621C110 Inlets, Type PD-6 1 Each

623C003 Combination Curb & Gutter, Type C (Modified) 846 LF

637A001 Fence Reset (Includes All Types) 414 LF

649A525 8 Inch Steel Encasement Pipe, Type 1 Installation 35 LF

650A000 Topsoil 915 CUYD


652C000 Mowing 2 Acre

654A003 Solid Sodding (Centipede) 59 SQYD


659C001 Erosion Control Product, Type S3 5,100 SQYD



665C010 Temporary Pipe 24 LF

665E000 Polyethylene 5,100 SQYD

665F000 Hay Bales 400 Each

665I000 Temporary Riprap, Class 2 24 Ton




665Q002 Wattle 392 LF

666A001 Pest Control Treatment 2 Acre





701B065 Dotted Class 2, Type A Traffic Stripe (Roundabout 10" Wide) 108 LF


701D008 Solid Traffic Stripe Removed (Plastic) 3 Mile

701F000 Dotted Temporary Traffic Stripe 189 LF



703D001 Temporary Traffic Control Markings 300 SQFT

705A023 Pavement Markers, Class C, Type 2-D 110 Each


705A037 Pavement Markers, Class A-H, Type 2-D 68 Each

705A038 Pavement Markers, Class A-H, Type 2-E 317 Each


740B000 Construction Signs 910 SQFT

740D000 Channelizing Drums 72 Each





740O000 Pilot Car 1 Each


750D200 Electrical Junction Box,Type 1 15 Each

756A001 3" Electrical Conduit, 1 Line, Type 1 Installation 353 LF

758D000 Conduit, 2" PVC 1,381 LF



Projects:County: RUSSELL


Description: for constructing the Resurfacing, Traffic Stripe, and Signal Improvements on CR-418(Crawford Road/13th Street) from the intersection of SR-1 (US-280/431) to the junction of 3rdAvenue in Phenix City. Length 1.867 mi.

85 Working Days



$18.00

006ACAA59581-ATRP(006)

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 163 SQYD

206D002 Removing Curb 382 LF

206D003 Removing Curb And Gutter 252 LF

206E042 Removing Inlets (Partial) 1 Each





9,126 Ton

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

50 Ton

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

75 Ton


424 Ton


75 Ton



618A001 Concrete Sidewalk, 6" Thick 197 SQYD

621C062 Inlets, Type S3 (2 Wing) (Partial) 1 Each

623B002 Concrete Curb, Type A 1,048 LF

623C000 Combination Curb & Gutter, Type C 142 LF



654A001 Solid Sodding (Bermuda) 200 SQYD





665J002 Silt Fence 200 LF

665O001 Silt Fence Removal 200 LF




674A000 Construction Safety Fence 500 LF







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

701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 2,876 LF








705A031 Pavement Markers, Class A-H, Type 1-A 348 Each


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

239 SQFT

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

14 LF

730A000 Removal Of Existing Traffic Control Unit ( Opelika Road) (1) LS

730A001 Removal Of Existing Traffic Control Unit ( 20th Avenue) (1) LS


730A003 Removal Of Existing Traffic Control Unit ( 14th Street) (1) LS


730A005 Removal Of Existing Traffic Control Unit ( Broad Street) (1) LS

730A006 Removal Of Existing Traffic Control Unit ( 3rd Avenue) (1) LS

730A053 Removal Of Existing Traffic Control Unit (Temporary) ( Opelika Road) (1) LS

730A054 Removal Of Existing Traffic Control Unit (Temporary) ( 20th Avenue) (1) LS

730A056 Removal Of Existing Traffic Control Unit (Temporary) ( 9th Avenue) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( Opelika Road) (1) LS

730C001 Furnishing And Installing Traffic Control Unit ( 20th Avenue) (1) LS


730C003 Furnishing And Installing Traffic Control Unit ( 14th Street) (1) LS


730C005 Furnishing And Installing Traffic Control Unit ( Broad Street) (1) LS

730C006 Furnishing And Installing Traffic Control Unit ( 3rd Avenue) (1) LS

730C007 Furnishing And Installing Traffic Control Unit ( Temporary) (Opelika Road) (1) LS

730C008 Furnishing And Installing Traffic Control Unit ( Temporary) (20th Avenue) (1) LS

730C009 Furnishing And Installing Traffic Control Unit ( Temporary) (9th Avenue) (1) LS

730E000 Metal Traffic Signal Pole Foundation 17 Each

730F000 Metal Traffic Signal Pole With 38ft and 20ft Mast Arms 1 Each

730F001 Metal Traffic Signal Pole With 25ft Mast Arms 1 Each











730H001 Loop Wire 14,985 LF

730I001 Loop Detector Lead-In-Cable 10,040 LF

730J010 Vehicle Loop Detector 55 Each

730K000 Traffic Signal Junction Box 43 Each

730L004 2", Metallic, Conduit 375 LF

730L005 2", Non-Metallic, Conduit 1,310 LF

730N010 Luminaire Extension Assembly, 12 Feet 5 Each

730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 62 Each

730P024 Vehicular Signal Head, 12 Inch, 5 Section, Type LED 7 Each

730Q011 Pedestrian Signal Head, Type LED 12 Each

730R022 Controller Assembly, Type III, 8 Phase 6 Each

730R030 Controller Assembly, Type III, Master 1 Each

730T000 Wood Pole 6 Each

730U015 Video Detection System (17th Avenue) (1) LS

730U016 Video Detection System (3rd Avenue) (1) LS







756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 2,150 LF

756A042 6 Inch Electrical Conduit, 2 Lines, Type 5 Installation 425 LF



Projects:County: HOUSTON


Description: for constructing the Bridge Replacement (Grade, Drain, Base, and Pave) on CR-25 (DentonRoad) over Rock Creek in Dothan. Length 0.281 mi.

280 Working Days



$31.00

009ACBR58519-ATRP(010)


2 Acres)(1) LS

206A000 Removal Of Old Bridge, Station 41+71.55 (1) LS

206C003 Removing Concrete Flumes 11 SQYD

206C026 Removing Temporary Asphalt Pavement 120 SQYD


206D001 Removing Guardrail 592 LF


206D011 Removing Fence 184 LF


206E001 Removing Inlets 1 Each


206E021 Removing Brick Signs 1 Each


210D011 Borrow Excavation (A4 Or Better) 13,898 CUYD


214B001 Foundation Backfill, Commercial 643 CUYD


243A034 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2 3,580 SQYD

260A000 Cement Mortar Flowable Backfill, Mix 1 15 CUYD

301A029 Crushed Aggregate Base Course, Type B, Yard Mixed, 6" Thick CompactedThickness

7,672 SQYD






751 Ton

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

10 Ton


18 Ton


810 Ton


100 Ton


316 Ton

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

24 Ton

Item No. Description Quantity UnitsACBR58519-ATRP(010) Page: 2

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

639 Ton

424B691 Superpave Bituminous Concrete Lower Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D

26 Ton

430B003 Aggregate Surfacing (ALDOT #57) 3,106 Ton

430B031 Aggregate Surfacing (ALDOT #410 Or #57) 150 Ton

450B000 Reinforced Cement Concrete Bridge End Slab 268 SQYD

502A001 Steel Reinforcement (Grade 60) 23,706 LB

502B000 Steel Reinforcement For Bridge Superstructure, Sta. 41+65.00, Approximately 56,956Pounds (Grade 60)

(1) LS

505A005 Steel Test Piles (HP 14x89) 1 Each

505B060 Static Loading Tests (HP 14x89) 1 Each

505M002 Steel Piling Furnished And Driven (HP 12x53) 2,851 LF

505M012 Steel Piling Furnished And Driven (HP 14 x 89) 883 LF

508A000 Structural Steel 10,678 LB

510A000 Bridge Substructure Concrete, Class A 154 CUYD

510C051 Bridge Concrete Superstructure, Sta. 41+65.00, Approximately 208 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 532 SQYD

511A050 Elastomeric Bearing Type 2 (Mark B1) 44 Each

513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 846 LF

530A694 15" Roadway Pipe (Class 3 R.C. Or Equal Strength C.C.M.P.I.)(Temporary) 287 LF

533A099 24" Storm Sewer Pipe (Class 3 R.C.) 2,231 LF




602A000 Right Of Way Markers 20 Each

608A000 Separation Geotextile 7,463 SQYD

610C001 Loose Riprap, Class 2 2,170 Ton

610D003 Filter Blanket, Geotextile 2,012 SQYD

618A000 Concrete Sidewalk, 4" Thick 1,306 SQYD

618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 230 SQYD

619A003 24" Roadway Pipe End Treatment, Class 1 4 Each



621C015 Inlets, Type S1 Or S3 (1 Wing) 16 Each

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

621D015 Inlet Units, Type S1 Or S3 11 Each

621E004 Manholes, Type L Or M (Storm) 6 Each

623A004 Concrete Gutter (Modified) 125 LF

623C003 Combination Curb & Gutter, Type C (Modified) 2,421 LF

630A001 Steel Beam Guardrail, Class A, Type 2 300 LF



634E005 Industrial Fence, 4 Feet High, Special Mounting 160 LF

640B005 Underground Utility Adjustment (Water) (1) LS

645A548 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 326 LF

645E510 4 Inch Ductile Iron Stacks And Laterals 10 LF


645F510 8 Inch Abandon Existing Sanitary Sewer 564 LF

645H510 48 Inch Manhole 1 Each

645H710 48 Inch Manhole (Dog House) 1 Each

645I500 48 Inch Manhole Unit 6 Each

645N500 Abandon Existing Manhole 3 Each


650B000 Topsoil From Stockpiles 1,558 CUYD

654A000 Solid Sodding 7,704 SQYD

659C004 Erosion Control Product, Type C2 1,211 SQYD





665N000 Temporary Coarse Aggregate,ALDOT Number 1 45 Ton










701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 159 LF


701D005 Solid Traffic Stripe Removed 2 Mile

701F000 Dotted Temporary Traffic Stripe 404 LF

701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 160 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 160 LF

701H010 Dotted Traffic Stripe Removed (Paint) 175 LF



703C000 Removal Of Existing Traffic Control Markings Or Legends (Paint) 152 SQFT


705A011 Pavement Markers, Class C, Type 1-A 530 Each

705A023 Pavement Markers, Class C, Type 2-D 292 Each






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

27 SQFT

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

15 SQFT


70 LF


726A000 Portable Concrete Safety Barriers, Type 6 730 LF

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

726A005 Portable Concrete Safety Barriers,Type 6(Bridge Bolted) 80 LF

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










999 000 Trainee Hours At 80 Cents Per Hour 720 HOUR



Projects:County: BARBOUR


Description: for constructing the Bridge Replacement and Approaches on CR-27 over Pea Creek north ofLouisville. Length 0.150 mi.

100 Working Days



$9.00

010ACBR59399-ATRP(012)

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

1 Acre)(1) LS


210A000 Unclassified Excavation 123 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,681 CUYD

215A000 Unclassified Bridge Excavation 808 CUYD


301A025 Crushed Aggregate Base Course, Type B, Road Mixed, 6" Compacted Thickness 1,280 SQYD



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

118 Ton

502A000 Steel Reinforcement 10,200 LB

502B000 Steel Reinforcement For Bridge Superstructure, Station 84+10, Approximately 79,200Pounds

(1) LS





505M002 Steel Piling Furnished And Driven (HP 12x53) 680 LF

505M104 Steel Piling Furnished And Driven (HP 14x73) (Galvanized) 1,740 LF

508A000 Structural Steel 12,060 LB


510C051 Bridge Concrete Superstructure, Station 84+10.0, Approximately 316 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 904 SQYD

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

511A080 Elastomeric Bearing Type 4 (Mark VB1 Modified) 16 Each

513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 1,254 LF






641A682 6 Inch Ductile Iron Water Main Laid (Restrained Joint) 340 LF

641A746 6 Inch P.V.C. Water Main Laid 80 LF

641C500 Ductile Iron Fittings 100 LB

641M512 6 Inch Retainer Gland 4 Each





701G009 Solid White, Class 1, Type A Traffic Stripe 1,800 LF

701G018 Broken Yellow, Class 1, Type A Traffic Stripe 50 LF

701G027 Solid Yellow, Class 1, Type A Traffic Stripe 1,750 LF






Projects:County: FRANKLIN

Contract Time:

Description: for constructing the Bridge Replacement on CR-23 over North Fork Creek west of Vina.Length 0.040 mi.

80 Working Days



$8.00

011ACBR62448-ATRP(009)

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 5+87.70 To 6+34.39 (1) LS


210D001 Borrow Excavation (Loose Truckbed Measurement) 155 CUYD

214A000 Structure Excavation 839 CUYD



301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 300 SQYD

401A000 Bituminous Treatment A 300 SQYD



22 Ton

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

27 Ton

424B665 Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B

33 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 25 Ton


524A010 Culvert Concrete 137 CUYD


610C001 Loose Riprap, Class 2 100 Ton


629A004 Concrete Median Or Safety Barrier, Type 4A (Modified) 72 LF






659C001 Erosion Control Product, Type S3 145 SQYD







701E000 Solid Temporary Traffic Stripe 516 LF


701G083 Solid White, Class 2T, Type A Traffic Stripe 258 LF

701G089 Solid Yellow, Class 2T, Type A Traffic Stripe 258 LF

705A005 Pavement Markers, Class A, Type 2-D 4 Each






Projects:County: CALHOUN


Description: for constructing the Bridge Replacement and Approaches on Ranch Road over an UnknownBranch northeast of Wellington. Length 0.150 mi.

60 Working Days



$6.00

014ACBRZ58361-ATRP(001)


1 Acre)(1) LS




210D001 Borrow Excavation (Loose Truckbed Measurement) 3,450 CUYD

301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1,354 SQYD




105 Ton

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

228 Ton


502A001 Steel Reinforcement (Grade 60) 80 LB

505G003 Pile Points (Type A, 12") 24 Each

505H000 Pilot Holes 305 LF


505M011 Steel Piling Furnished And Driven (HP 14X102) 300 LF

507A000 Wire Rope Abutment Anchor Assembly 2 Each


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

512E000 Precast Concrete Abutment Panels, Type A1 8 Each

512E001 Precast Concrete Abutment Panels, Type A2 8 Each

512F000 Precast Concrete Wing Panels, Type W1 4 Each


512G000 Precast Concrete Abutment Wing Cap Panels 4 Each

535A002 24" Side Drain Pipe 40 LF




Item No. Description Quantity UnitsACBRZ58361-ATRP(001) Page: 2











665L000 Floating Basin Boom 200 LF





701A231 Solid White, Class 2, Type A Traffic Stripe 1 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 1 Mile








Projects:County: ETOWAH


Description: for constructing the Bridge Replacement on Pineview Avenue over Little Cove Creek 0.10mile east of SR-1 (US-431) in Glencoe. Length 0.074 mi.

75 Working Days



$12.00

015ACBRZ58617-ATRP(004)


1 Acre)(1) LS




210B000 Channel Excavation 826 CUYD








65 Ton


128 Ton


524A011 Culvert Concrete (Cast In Place) 385 CUYD










650B000 Topsoil From Stockpiles 102 CUYD











701G249 Solid White, Class 2, Type A Traffic Stripe 788 LF

701G263 Solid Yellow, Class 2, Type A Traffic Stripe 788 LF








Projects:Counties: FAYETTE AND LAMAR

Contract Time:

Description: for constructing the Bridge Replacement and Approaches on CR-23 over Wiggins Creek westof Belk. Length 0.166 mi.

65 Working Days



$9.00

016ACBRZ60323-ATRP (012)


1 Acre)(1) LS








305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 40 Ton





151 Ton


196 Ton


502A001 Steel Reinforcement (Grade 60) 242 LB






505M012 Steel Piling Furnished And Driven (HP 14 x 89) 202 LF

507A000 Wire Rope Abutment Anchor Assembly 2 Each


511A000 Elastomeric Bearing Type 1 30 Each

512A008 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-7" Deep By 28'-0" Long 2 Each

512B003 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 1'-7" Deep By 27'-6" Long 1 Each

512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 10 Each

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

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

512E011 Precast Concrete Abutment Panels, Type A2, 6'-1" Long 16 Each


512G000 Precast Concrete Abutment Wing Cap Panels 4 Each

535A002 24" Side Drain Pipe 98 LF

Item No. Description Quantity UnitsACBRZ60323-ATRP (012) Page: 2








637A001 Fence Reset (Includes All Types) 835 LF













701G249 Solid White, Class 2, Type A Traffic Stripe 1,760 LF

701G263 Solid Yellow, Class 2, Type A Traffic Stripe 1,760 LF








Contract Time:

Description: for constructing the Bridge Replacement on CR-89 over Turkey Creek east of Phil Campbell.Length 0.113 mi.

80 Working Days



$9.00

017ACBRZ62453-ATRP(009)

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

1 Acre)(1) LS











135 Ton

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

20 Ton







629A004 Concrete Median Or Safety Barrier, Type 4A (Modified) 112 LF













701G083 Solid White, Class 2T, Type A Traffic Stripe 1,088 LF

701G089 Solid Yellow, Class 2T, Type A Traffic Stripe 1,088 LF



Projects:County: LOWNDES


Description: for constructing the Resurfacing and Traffic Stripe on CR-12 (Wall Street) from the junction ofCR-17 in Mosses to the junction of SR-21. Length 5.969 mi.

45 Working Days



$3.00

020ACNU58347-ATRP(002)

Item No. Description Quantity Units405A000 Tack Coat 4,203 Gal



2,802 Ton

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

175 Ton


7,005 Ton






701A030 Solid White, Class 2T, Type A Traffic Stripe 12 Mile

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

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



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

703A004 Traffic Control Markings, Class 2T, Type A 120 SQFT







Projects:County: RUSSELL


Description: for constructing the Resurfacing and Traffic Stripe on Various Sites as indicated in the plans.Length 21.397 mi.

60 Working Days



$10.00

021ACNU59571-ATRP(016)

Item No. Description Quantity Units206D001 Removing Guardrail 54 LF


401B108 Bituminous Treatment G (With Polymer Additive) 77,702 SQYD



409A001 Triple Layer Bituminous Treatment 248,673 SQYD


1,675 Ton


4,370 Ton

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

1,390 Ton


3,225 Ton


300 Ton


425 Ton



630C022 Guardrail End Anchor, Type Special 4 Each













701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 1,080 LF





Item No. Description Quantity UnitsACNU59571-ATRP(016) Page: 2


705A037 Pavement Markers, Class A-H, Type 2-D 2,367 Each





Projects:County: AUTAUGA

Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-16 from the junction of CR-83 to thejunction of CR-1. Length 7.689 mi.

35 Working Days

The Bracket Estimate on this project is from $871,049 to $1,064,616 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$3.00

023ACNU61039-ATRP(012)




4,775 Ton


6,040 Ton








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



703A002 Traffic Control Markings, Class 2, Type A 270 SQFT







Projects:County: DEKALB


Description: for constructing the Resurfacing and Traffic Stripe on CR-51 from the junction of CR-30 inCollinsville to the junction of CR-52 (Site #1) and on CR-51 from the junction of CR-52 to thejunction of SR-7 (US-11) in Fort Payne (Site #2). Length 12.783 mi.

90 Working Days



$7.00

024ACNU61229-ATRP(014), ACNU61230-ATRP(014)


206E027 Removing Guardrail End Anchor (Type 10 Series) 4 Each





11,804 Ton




630C007 Guardrail End Anchor, Type 2A 4 Each
















Projects:County: DEKALB


Description: for constructing the Resurfacing and Traffic Stripe on CR-81 from the junction of CR-130south of Fort Payne to the junction of CR-176 (Site #1) and on CR-83 from the junction ofCR-55 to the intersection of CR-176 (Site #2). Length 3.265 mi.

60 Working Days



$6.00

025ACNU61231-ATRP(014), ACNU61232-ATRP(014)

Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 38,321 SQYD




3,035 Ton



















Projects:County: CULLMAN


Description: for constructing the Resurfacing and Traffic Stripe on CR-940 from the junction of CR-222 inCrane Hill to the intersection of SR-74 (US-278). Length 8.248 mi.

35 Working Days



$5.00

026ACNU61274-ATRP (012)


401B103 Bituminous Treatment J (With Polymer Additive) 84,849 SQYD




8,664 Ton


200 Ton


800 Ton



630A004 Steel Beam Guardrail, Class B, Type 2 440 LF

630A033 Steel Beam Guardrail, Class A, Type 2 (7'-0" Post) 237 LF

630C022 Guardrail End Anchor, Type Special 4 Each







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

701B009 Dotted, Class 2T, Type A Traffic Stripe (5" Wide) 250 LF












Description: for constructing the Resurfacing and Traffic Stripe on CR-84 from the intersection of SR-247to the junction of CR-49 (Site 1); on CR-58 from 440 feet east of Hovater Mill Road to theintersection of CR-73 (Site 2); and on CR-524 from the junction of CR-49 to the junction ofCR-41 (Site 3). Length 11.686 mi.

45 Working Days



$3.00

027ACNU62433-ATRP(009)

Item No. Description Quantity Units401A004 Bituminous Treatment E 14,080 SQYD

401B118 Bituminous Treatment GD (With Polymer Additive) 116,202 SQYD




1,081 Ton


1,600 Ton


1,405 Ton

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

380 Ton

430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 1,801 Ton












Description: for constructing the Resurfacing and Traffic Stripe on CR-75 from junction of CR-81 tointersection of SR-24 near Russellville (Site 1); on CR-63 from the Phil Campbell City Limits to the intersection of CR-20 (Site 2); and on CR-81 from the junction of Broad Street in Phil Campbell to the intersection of CR-724 (Site 3). Length 28.600 mi.

75 Working Days



$3.00

028ACNU62434-ATRP(004)


401B118 Bituminous Treatment GD (With Polymer Additive) 94,308 SQYD




8,053 Ton


9,766 Ton


2,900 Ton


4,664 Ton


600 Ton
















Projects:County: ESCAMBIA


Description: for constructing the Resurfacing and Traffic Stripe on Medical Park Drive/Martin Luther KingDrive from the junction of West State Line Road to the junction of Johnson Street. Length2.975 mi.

45 Working Days



$7.00

035ACOA59524-ATRP(009)

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 6 SQYD



206D012 Removing Rock Culvert 10 LF

206E001 Removing Inlets 2 Each


210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) ) 523 CUYD


214B000 Foundation Backfill, Local 40 CUYD


243A034 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2 1,600 SQYD







4,427 Ton

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

196 Ton


100 Ton

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

235 Ton


25 Ton



618A000 Concrete Sidewalk, 4" Thick 10 SQYD

618C000 Truncated Dome Retrofit 40 SQFT


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

621C001 Inlets, Type B 2 Each

630A004 Steel Beam Guardrail, Class B, Type 2 43 LF




Item No. Description Quantity UnitsACOA59524-ATRP(009) Page: 2

641S500 Valve Box Reset 34 Each

645K500 Manhole Frame And Cover Reset 45 Each



654A000 Solid Sodding 106 SQYD















703E001 Temporary Traffic Control Legends 345 SQFT

730H001 Loop Wire 440 LF







Projects:County: LIMESTONE


Description: for constructing the Resurfacing and Traffic Stripe on Clinton Street from the intersection ofSR-2 (US-72) to the intersection of Forrest Street and on Forrest Street from the intersectionof Clinton Street to the intersection of SR-3 (US-31) in Athens. Length 1.459 mi.

40 Working Days



$5.00

036ACOA62220-ATRP(008)

Item No. Description Quantity Units405A000 Tack Coat 640 Gal




1,950 Ton


300 Ton


400 Ton

430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 275 Ton





701B205 Dotted, Class 2, Type A, Traffic Stripe 970 LF


701G240 Broken White, Class 2, Type A Traffic Stripe 634 LF









730I001 Loop Detector Lead-In-Cable 140 LF








Description: for constructing the Resurfacing and Traffic Stripe on CR-56 from the intersection of SR-13(US-43) to the junction of CR-60 in Russellville; on CR-48 from the junction of Clement Roadto the Colbert County Line; and on County Line Road from the junction of CR-80 to thejunction of CR-48. Length 8.571 mi.

45 Working Days



$3.00

037ACOA62973-ATRP(012)





409A001 Triple Layer Bituminous Treatment 36,387 SQYD


1,645 Ton


4,027 Ton


500 Ton


350 Ton

430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 394 Ton
















Description: for constructing the Resurfacing and Traffic Stripe on Walnut Gate Road from the intersectionof SR-13 (US-43) to the intersection of SR-24 in Russellville. Length 1.786 mi.

30 Working Days



$2.00

038ACOA62974-ATRP(013)






1,884 Ton


1,909 Ton


150 Ton









705A005 Pavement Markers, Class A, Type 2-D 235 Each





Projects:County: CHOCTAW

Contract Time:

Description: for constructing the Bridge Replacement on CR-23 (Ararat Road) over Little TallawampaCreek. Length 0.010 mi.

80 Working Days



$5.00

042BR-1214(257)

Item No. Description Quantity Units206A000 Removal Of Old Bridge, Station 9+98.45 (1) LS











698A000 Construction Fuel (Maximum Bid Limited to $ 8,500.00). (1) LS






Projects:County: SUMTER


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on I-59 from the Mississippi StateLine to 0.100 mile north of the South City Limits of Cuba. Length 1.690 mi.

70 Working Days



$14.00

045IM-I059(353)

Item No. Description Quantity Units305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 200 Ton





408B000 Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 60,182 SQYD




423B001 Stone Matrix Asphalt Binder Layer, 1.0" Maximum Aggregate Size 9,145 Ton


2,392 Ton


211 Ton

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

200 Ton

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

200 Ton

424B589 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range E

200 Ton


2,380 Ton

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

200 Ton

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

200 Ton

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

441 Ton


534D000 Cleaning Existing Drop Inlet 16 Each

534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 3,492 LF

534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 674 LF

534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 328 LF



618C000 Truncated Dome Retrofit 182 SQFT





Item No. Description Quantity UnitsIM-I059(353) Page: 2









701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 949 LF




701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,576 LF


701H002 Solid Traffic Stripe Removed (Tape) 2,366 LF

701H007 Broken Traffic Stripe Removed (Tape) 142 LF


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


703C003 Removal Of Existing Traffic Control Markings Or Legends (Tape) 600 SQFT














Projects:County: GREENE


Description: for constructing the Planing, Resurfacing, Traffic Stripe, and Bridge Raising on I-59 from theCR-20 Interchange in Lizzieville to the SR-14 Interchange in Eutaw. Length 6.906 mi.

145 Working Days



$27.00

046IM-I059(360)


1 Acre)(1) LS

206D001 Removing Guardrail 2,338 LF

206D002 Removing Curb 79 LF


206D007 Removing Concrete Flume 251 LF

206D011 Removing Fence 310 LF




305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,367 Ton







423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size 25,938 Ton


7,721 Ton

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

200 Ton

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

200 Ton


8,682 Ton

424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" 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

200 Ton


1,287 Ton


520B000 Raising Existing Bridge, Station 106+01.62 (1) LS

520B001 Raising Existing Bridge, Station 214+49.09 (1) LS

534D000 Cleaning Existing Drop Inlet 26 Each

534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 132 LF

534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 5,279 LF

534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 659 LF

Item No. Description Quantity UnitsIM-I059(360) Page: 2

534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 238 LF


629D000 Bridge Guardrail Retrofit, Type IC 8 Each






635A000 Woven Wire Fence 310 LF
















701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,060 LF


705A031 Pavement Markers, Class A-H, Type 1-A 1,595 Each



726A000 Portable Concrete Safety Barriers, Type 6 400 LF

726A001 Portable Concrete Safety Barriers, Type 6-A 40 LF

726D020 Portable Impact Attenuator Assembly (Unidirectional,TL-2) 4 Each








Projects:County: SHELBY


Description: for constructing the Concrete Flumes and Sinkhole Repairs of Backslope Benches on I-65from north of the SR-119 Interchange (Exit 246) to south of the Valleydale Road Interchange(Exit 247) in Indian Springs. Length 0.473 mi.

60 Working Days



$42.00

048IM-IMD-I065(435)

Item No. Description Quantity Units201B001 Selective Clearing 12 Acre

206C003 Removing Concrete Flumes 1,765 SQYD



260A001 Cement Mortar Flowable Backfill, Mix 2 2,750 CUYD

430B050 Aggregate Surfacing(ALDOT#1) 153 Ton




614A000 Slope Paving 1,600 CUYD

635A001 Woven Wire Fence (Metal Posts) 1,734 LF











665Q002 Wattle 2,040 LF








Projects:County: ESCAMBIA


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-3 (US-31) from north of theintersection of old US-31 (MP 64.710) to the south end of the Burnt Corn Creek Bridge (MP68.954) in East Brewton. Length 4.244 mi.

65 Working Days



$9.00

051NH-0003(592)






10,695 Ton


1,596 Ton


25 Ton


100 Ton


























Item No. Description Quantity UnitsNH-0003(592) Page: 2










Projects:County: PIKE


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-10 from the intersection ofSR-53 (US-231) to east of the junction of East Troy Terrace (MP 181.063) in Brundidge.Length 1.429 mi.

30 Working Days



$7.00

052NH-0010(538)






3,171 Ton


200 Ton

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

100 Ton








701D007 Solid Traffic Stripe Removed (Paint) 1 Mile


701D014 Broken Traffic Stripe Removed (Paint) 1 Mile

701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile

701G242 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 LF




703E001 Temporary Traffic Control Legends 137 SQFT












Projects:County: TUSCALOOSA


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-13 (US-43) from just southof the junction of Tom Montgomery Road (MP 202.010) to south of the junction of CR-56 (MP202.937) north of Northport. Length 0.926 mi.

35 Working Days



$6.00

053NH-0013(594)



305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 225 Ton






3,436 Ton

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

100 Ton


144 Ton


3,332 Ton

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

300 Ton


100 Ton















701B062 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 8" Wide) 150 LF




701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 640 LF

Item No. Description Quantity UnitsNH-0013(594) Page: 2

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 640 LF



701H002 Solid Traffic Stripe Removed (Tape) 1,280 LF

701H007 Broken Traffic Stripe Removed (Tape) 1,280 LF
















Projects:County: RANDOLPH


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-1 (US-431) fromthe beginning of the 4-Lane Section south of Wedowee (MP 192.623) to the south end of thebridge (MP 195.470). Length 2.847 mi.

50 Working Days



$4.00

055NH-HSIP-0001(586)








8,500 Ton


375 Ton


300 Ton


300 Ton


200 Ton

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

2,130 Ton





















Item No. Description Quantity UnitsNH-HSIP-0001(586) Page: 2

















Projects:County: WILCOX


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-5 from 0.22 milesnorth of the intersection of SR-10 in Pine Hill to the Marengo County Line. Length 9.958 mi.

60 Working Days



$7.00

056NH-HSIP-0005(543)

Item No. Description Quantity Units206D002 Removing Curb 53 LF

209A000 Mailbox Reset, Single 1 Each


212A000 Machine Grading Shoulders 1,025 STA






13,237 Ton


650 Ton


1,500 Ton

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

200 Ton


3,984 Ton












665Q002 Wattle 1,200 LF


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

701A099 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1 Mile




701C002 Broken Temporary Traffic Stripe (Paint) 13 Mile

701C003 Solid Temporary Traffic Stripe (Paint) 63 Mile

Item No. Description Quantity UnitsNH-HSIP-0005(543) Page: 2

701D009 Solid Traffic Stripe Removed (Tape) 1 Mile



703D002 Temporary Traffic Control Markings (Paint) 532 SQFT

703E002 Temporary Traffic Control Legends (Paint) 48 SQFT












Projects:County: COVINGTON


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-12 (US-84) fromwest of the junction of SR-55 in River Falls to near the junction of Choctaw Street inAndalusia. Length 4.298 mi.

40 Working Days



$12.00

057NH-HSIP-0012 (560)

Item No. Description Quantity Units212A000 Machine Grading Shoulders 89 STA






420A015 Polymer Modified Open Graded Friction Course 6,844 Ton

420B000 Open Graded Friction Course Tack Coat 27,378 Gal


12,589 Ton


200 Ton

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

172 Ton


200 Ton






















Item No. Description Quantity UnitsNH-HSIP-0012 (560) Page: 2






701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,470 LF


701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,470 LF


701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 1,470 LF


703A011 Traffic Control Markings, Class W, Type A 66 SQFT

703B002 Traffic Control Legends, Class 2, Type A 1,426 SQFT


703E001 Temporary Traffic Control Legends 1,299 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 1,000 Each












Projects:County: JEFFERSON


Description: for constructing the Planing, Resurfacing, and Traffic Stripe to include Safety Improvementson SR-4 (US-78) from 0.147 miles west of the I-20 Interchange (MP 111.716) to the south endof the Little Cahaba River Bridge (MP 114.611) in Leeds. Length 2.895 mi.

60 Working Days



$20.00

062STPAA-HSIP-0004(529)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 10 SQYD







219D000 Horizontal Drain 1 1/2 Inch Diameter 882 LF

305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 55 Ton

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

327D021 Plant Mix Bituminous Base, Widening, Mix 2 683 Ton








6,984 Ton

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

1,089 Ton


156 Ton


5,676 Ton


400 Ton











Item No. Description Quantity UnitsSTPAA-HSIP-0004(529) Page: 2







621A005 Junction Boxes, Type 1 1 Each

621B005 Junction Box Units, Type 1 1 Each

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

621C031 Inlets, Type S3 (1 Wing) 12 Each

621C033 Inlets, Type S3 (2 Wing) 1 Each

621C143 Inlets, Type Special Drop (Modified) 2 Each

621D015 Inlet Units, Type S1 Or S3 16 Each

623C000 Combination Curb & Gutter, Type C 742 LF




































Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-48 from thejunction of SR-1 (US-431) in Wedowee to north of Main Street near Woodland. Length 9.271mi.

70 Working Days



$4.00

063STPAA-HSIP-0048(504)




401B100 Bituminous Treatment E (With Polymer Additive) 140,250 SQYD








7,000 Ton

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

150 Ton


600 Ton


13,400 Ton

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

290 Ton


500 Ton


500 Ton


6,000 Ton


3,610 Ton





629E015 Bridge Rail Retrofit, Type SC(CB) 466 LF


















701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 465 LF



701H002 Solid Traffic Stripe Removed (Tape) 851 LF

701H007 Broken Traffic Stripe Removed (Tape) 80 LF










Projects:County: COVINGTON


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-55 from theYellow River (MP 10.366) to the junction of SR-15 in Andalusia. Length 13.181 mi.

75 Working Days



$16.00

064STPAA-HSIP-0055(511)



209A001 Mailbox Reset, Double 4 Each

209A002 Mailbox Reset, Multiple 13 Each

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 917 CUYD

212A000 Machine Grading Shoulders 1,366 STA



408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 184,664 SQYD



17,865 Ton


200 Ton


5,414 Ton


200 Ton













665Q002 Wattle 3,600 LF








Projects:County: ELMORE


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-63 from the end ofthe 4-Lane Section (MP 6.700) in Eclectic to the Tallapoosa County Line. Length 9.610 mi.

65 Working Days



$3.00

065STPAA-HSIP-0063(504)

Item No. Description Quantity Units212A000 Machine Grading Shoulders 868 STA

401B100 Bituminous Treatment E (With Polymer Additive) 156,750 SQYD






13,580 Ton


2,110 Ton


500 Ton


1,500 Ton


3,550 Ton








654A000 Solid Sodding 250 SQYD



















701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 2,472 LF

701H001 Solid Traffic Stripe Removed (Plastic) 4,943 LF

701H006 Broken Traffic Stripe Removed (Plastic) 2,472 LF













Projects:County: COFFEE


Description: for constructing the Safety Widening, Drainage Structure Improvements, Resurfacing, andTraffic Stripe on SR-125 from the intersection of SR-167 to the Pike County Line. Length5.795 mi.

85 Working Days



$12.00

066STPAA-HSIP-0125(503), 99-407-160-125-501






212A000 Machine Grading Shoulders 612 STA









8,227 Ton


6,846 Ton


200 Ton

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

2,385 Ton

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

200 Ton


530A103 30" Roadway Pipe (Class 3 R.C.) (Extension) 22 LF

530A104 36" Roadway Pipe (Class 3 R.C.) (Extension) 27 LF

538A003 18" Roadway Pipe Rehabilitation 76 LF








619A033 30" Roadway Pipe End Treatment, Class 1(Type HW-620) 2 Each

619A034 36" Roadway Pipe End Treatment, Class 1(Type HW-620) 2 Each















665Q002 Wattle 1,960 LF

























Projects:County: PIKE


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-93 from the northTown Limits of Brundidge (MP 2.542) to the junction of SR-15 (US-29) in Banks (Site #1) andon SR-201 from the junction of the CSX Railroad/SR-93 to the junction of SR-15 (US-29) inBanks (Site #2). Length 7.302 mi.

55 Working Days



$19.00

067STPAA-HSIP-0093(502), STPAA-HSIP-0201(532)

Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 480 CUYD

212A000 Machine Grading Shoulders 772 STA






2,161 Ton


8,413 Ton


200 Ton

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

592 Ton


300 Ton


2,356 Ton


200 Ton


200 Ton














665Q002 Wattle 2,930 LF


















703E001 Temporary Traffic Control Legends 1,572 SQFT












Projects:County: CALHOUN


Description: for constructing the Resurfacing and Traffic Stripe on CR-37 (Nisbet Lake Road) from thejunction of Hulsey Road north of Jacksonville to the intersection of Williams Road. Length2.840 mi.

30 Working Days



$3.00

073STPNU-0814(252)

Item No. Description Quantity Units401B106 Bituminous Treatment JG (With Polymer Additive) 13,330 SQYD





3,865 Ton

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

100 Ton

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

50 Ton

















Projects:County: COLBERT

Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-48 from the pavement joint south ofPoplar Creek Loop North to the pavement joint South of the intersection of SR-157. Length2.476 mi.

30 Working Days



$3.00

074STPNU-1714(253)

Item No. Description Quantity Units401A006 Bituminous Treatment G 33,422 SQYD




2,607 Ton


1,200 Ton



















Projects:County: COOSA


Description: for constructing the Resurfacing and Traffic Stripe on CR-29 from the Elmore County Line tothe intersection of SR-22. Length 5.571 mi.

30 Working Days



$3.00

075STPNU-1915(250)

Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 65,367 SQYD



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

5,910 Ton


350 Ton


200 Ton
















Projects:County: ELMORE

Contract Time:

Description: for constructing the Traffic Stripe, Pavement Markings, and Pavement Markers on VariousCounty Routes as indicated in the plans. Length 33.893 mi.

30 Working Days



$3.00

076STPNU-2615(251)

Item No. Description Quantity Units600A000 Mobilization (1) LS




703A004 Traffic Control Markings, Class 2T, Type A 1,160 SQFT





Projects:County: ETOWAH


Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-446 (RockyFord Road) from the junction of Reeves Road in Hokes Bluff to the Cherokee County Line.Length 3.499 mi.

30 Working Days



$4.00

077STPNU-2814(251)


302A000 Full Depth Reclamation, 49,280 SQYD

302B000 Portland Cement For Full Depth Reclamation 775 Ton

401B106 Bituminous Treatment JG (With Polymer Additive) 49,280 SQYD




3,875 Ton


630A021 Steel Beam Guardrail, Class A, Type 2 (Steel Post) 100 LF


















Projects:County: HOUSTON


Description: for constructing the Resurfacing and Traffic Stripe on Smithville Road from the intersection ofSR-1 (US-231) to the junction of CR-33 and on CR-33 from the junction of Smithville Road tothe intersection of SR-53 northwest of Cottonwood. Length 5.848 mi.

30 Working Days



$3.00

078STPNU-3514 (255)

Item No. Description Quantity Units401A006 Bituminous Treatment G 75,154 SQYD




6,265 Ton


50 Ton










Contract Time:

Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-52 from thejunction of CR-87 to the Georgia State Line. Length 2.700 mi.

30 Working Days



$4.00

079STPNU-5613(251)


302A000 Full Depth Reclamation, 35,404 SQYD

302B000 Portland Cement For Full Depth Reclamation 841 Ton


401B106 Bituminous Treatment JG (With Polymer Additive) 34,152 SQYD



















Projects:County: TALLAPOOSA


Description: for constructing the Resurfacing and Traffic Stripe on CR-34 from the junction of PleasurePoint Road near Lake Martin to the intersection of SR-49 south of Dadeville. Length 6.723 mi.

30 Working Days



$3.00

080STPNU-6214(250)

Item No. Description Quantity Units401B118 Bituminous Treatment GD (With Polymer Additive) 86,780 SQYD



800 Ton


100 Ton














Projects:Counties: HALE, CHILTON, AND PERRY

Contract Time:

Description: for the Maintenance Bridge Painting on various structures within the West Central Region.

40 Working Days



$5.00

08599-505-990-500-401

Item No. Description Quantity Units521B000 Coating Existing Bridge At MP 53.619 (SR-5) PERRY COUNTY 5,834 SQ/FT (1) LS

521B001 Coating Existing Bridge At MP 117.296 (SR-69) HALE COUNTY 10,851 SQ/FT (1) LS

521B002 Coating Existing Bridge At MP 0.643 (SR-145) CHILTON COUNTY 9,677 SQ/FT (1) LS









Projects:Counties: MONTGOMERY AND BUTLER

Contract Time:

Description: for constructing the Bridge Abutment Slope Pavement and Joint Repair on Various Bridges asindicated in the plans.

45 Working Days



$4.00

08699-506-690-000-401

Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 609 SQYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 946 CUYD

522G000 Bridge Joint Seal 434 LF


614A001 Slope Paving (Under Bridges) 81 CUYD











Projects:County: MOBILE

Contract Time:

Description: for constructing the Historic Whistler Bike Trail (Bike Path along an abandoned RailroadCorridor) along SR-17 from a point near the I-65 Interchange to a point near the SR-158Interchange in Prichard. Length 1.293 mi.

65 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.

HPP-1602(511)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ $4000.00 Per Acre) (Approximately

2 Acres)(1) LS

201B001 Selective Clearing 4 Acre






36 Ton

430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 10 Ton

517A002 Galvanized Steel Pipe Handrail 116 LF



618A000 Concrete Sidewalk, 4" Thick 6,841 SQYD


634A002 Industrial Fence, 6 Feet High 650 LF





660C018 Shrubs, Azalea Indica Pride Of Mobile (Pride Of Mobile Azalea) 38 Each

660C071 Shrubs, Liriope Muscari 'Variegata' (Variegated Liriope) 100 Each

660D152 Trees, Lagerstroemia Indica X Fauriei 'Natchez' (Natchez Crapemyrtle) 28 Each

660D191 Trees, Sabal Palm (Sabal Palm) 42 Each






674A000 Construction Safety Fence 200 LF


701G249 Solid White, Class 2, Type A Traffic Stripe 530 LF



Item No. Description Quantity UnitsHPP-1602(511) Page: 2

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

108 SQFT


518 LF





750Z220 Roadway Lighting Site Lighting (1) LS

792A000 Site Furnishings ( Overhead Entrance) 1 Each

792A001 Site Furnishings ( Entrance Sign) 1 Each

792A002 Site Furnishings ( Bike Rack, Type 1) 1 Each



792A005 Site Furnishings ( Bike Bollard, Type 4) 8 Each

792A006 Site Furnishings ( Bench, Type 1) 4 Each

792A007 Site Furnshings ( Bench, Type 2) 2 Each

792A008 Site Furnishings ( Parking Bumper) 22 Each

792A009 Site Furnishings ( Wastebasket) 5 Each

792B000 Site Furnishings ( Kiosk) (1) LS

792B001 Site Furnishings ( Gazebo) (1) LS


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