Notice to Contractors 1 - ALDOT Project Letting...

ALABAMA Department of Transportation

www.dot.state.al.us

Notice to Contractors Transportation Letting

10:00 am

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

Montgomery Alabama 36110

Plans and Proposals telephone: 334.242.6444

e-mail: [email protected]: 334.264.7976 cell: 334.322.1754 cell: 334.850.5328

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 Transpotation 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 ot her bid is condsidered," Further, Section 34-8-8,Code of 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 ot 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 January 30, 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 subjects to the contract work hours and SafetyStandards Act and its implementing regulations.

JOHN R. COOPERTransportation Director

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.

$7.00$5.00$7.00$5.00

$10.00$5.00$22.00$5.00$23.00$5.00$14.00

001 . IM-I059(362), TUSCALOOSA006 . ACAA59463-ATRP(003), JEFFERSON008 . ACAA59598-ATRP(005), ELMORE010 . ACAA61187-ATRP(003), MOBILE011 . ACAA61188-ATRP(005), MOBILE017 . ACBRZ58445-ATRP(001), RUSSELL$5.00

$17.00 020 . ACBRZ58641-ATRP(003), ETOWAH$5.00$7.00 022 . ACBR59641-ATRP(010), FRANKLIN$5.00

$18.00 026 . ACBRZ59676-ATRP(009), MORGAN$5.00$23.00$5.00

$3.00$5.00$15.00$5.00

$3.00$5.00$5.00$5.00$4.00$5.00$5.00$5.00$4.00$5.00$2.00$5.00

$33.00$5.00$5.00$5.00$9.00$5.00

$21.00$5.00$7.00$5.00$6.00$5.00$7.00$5.00$3.00$5.00$3.00$5.00$3.00$5.00$6.00$5.00$4.00$5.00

$11.00$5.00$8.00$5.00$9.00$5.00

$59.00$5.00$3.00$5.00$5.00

029 . ACNU59343-ATRP(004), MONROE031 . ACNU61036-ATRP(005), AUTAUGA032 . ACNU61163-ATRP(001), BALDWIN033 . ACNU61336-ATRP(008), CHOCTAW034 . ACNU61339-ATRP(002), CHOCTAW035 . ACNU61361-ATRP(009), CLARKE036 . ACNU62248-ATRP(010), ST. CLAIR040 . ACOA59645-ATRP(001), FRANKLIN055 . IM-HSIP-I085(344), LEE056 . IMF-I065(447), SHELBY061 . NH-0013(593), FAYETTE062 . NH-0042(527), BALDWIN064 . SRTS-SR12(913), JEFFERSON065 . STPAA-0017(563), PICKENS068 . STPAA-0079(514), JACKSON069 . STPAA-0177(501), CLARKE070 . STPOA-0204(514), CALHOUN071 . STPAA-HSIP-0003(582), BUTLER072 . STPAA-HSIP-0009(557), CALHOUN073 . STPAA-HSIP-0025(541), CHEROKEE075 . STPAA-HSIP-0106(507), BUTLER076 . STPAA-HSIP-0122(503), COFFEE077 . STPAA-HSIP-0144(501), ST. CLAIR078 . STPAA-HSIP-0289(500), PERRY079 . STPAA-STPBH-737 (600), JEFFERSON085 . STPNU-5714(251), RUSSELL088 . STPAA-0079(512), BLOUNT$5.00

January 30, 2015

$4.00$5.00$6.00$5.00

$12.00$5.00$21.00$5.00$10.00

January 30, 2015089 . STPOA-2813(252), ETOWAH090 . STPOA-3514(252), HOUSTON093 . ST-002-180-007, BALDWIN095 . ST-067-999-005, WINSTON098 . 99-309-022-287-501, BALDWIN$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.

$15.00 200 . STPAA-NR13(941), COLBERT$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:

$125.00$125.00$25.00

_____ 201 STANDARD HIGHWAY DRAWINGS_____ 201 METRIC STANDARD HIGHWAY DRAWINGS_____ 201 STANDARD HIGHWAY DRAWING US AND METRIC (CD)_____ 2012 STANDARD SPECIFICATIONS BOOK_____ CURRENT QUALIFIED CONTRACTORS LIST_____ CURRENT BRIDGE POSTING MAP & CHART

$20.00$5.00$2.00

20150130001Contract ID:January 30, 2015Letting Date:

Projects:Counties: TUSCALOOSA

DBE Goal Percent: 3.00Contract Time:

Description: for constructing the Planing, Resurfacing and Traffic Stripe on I-59 from the junction of theCR-1900 (Joe Mallisham Parkway) overpass to the junction of the I-359 overpass (Exit 71) inTuscaloosa. Length 2.550 mi.

60 Working Days

The Bracket Estimate on this project is from $1,737,172 to $2,123,210 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$7.00

001IM-I059(362)

Item No. Description Quantity Units305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 300 Ton

405A000 Tack Coat 6,554 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile

408B000 Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 39,314 SQYD

408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 91,843 SQYD

410H000 Material Remixing Device 1 Each

423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 8,312 Ton

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

2,318 Ton

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

834 Ton

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

250 Ton

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

250 Ton

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

250 Ton

428C000 Scoring Bituminous Pavement Surface By Cutting 49,872 LF

534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 990 LF

600A000 Mobilization (1) LS

665J002 Silt Fence 1,500 LF

665O001 Silt Fence Removal 1,500 LF

698A000 Construction Fuel (Maximum Bid Limited to $ 97,000.00) (1) LS

701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile

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

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,843 LF

701C002 Broken Temporary Traffic Stripe (Paint) 13 Mile

701C003 Solid Temporary Traffic Stripe (Paint) 12 Mile

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 3,174 LF

701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,758 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,753 LF

701H002 Solid Traffic Stripe Removed (Tape) 3,516 LF

701H007 Broken Traffic Stripe Removed (Tape) 1,587 LF

703A002 Traffic Control Markings, Class 2, Type A 1,011 SQFT

705A031 Pavement Markers, Class A-H, Type 1-A 652 Each

705A032 Pavement Markers, Class A-H, Type 1-B 40 Each

Item No. Description Quantity UnitsIM-I059(362) Page: 2

740B000 Construction Signs 1,276 SQFT

740C000 Special Construction Signs 54 SQFT

740D000 Channelizing Drums 250 Each

740I002 Warning Lights, Type B 2 Each

741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each

742A001 Portable Changeable Message Sign, Type 2 5 Each

( ) Item will be bid as lump sum.


Projects:Counties: JEFFERSON


Description: for constructing the Resurfacing and Traffic Stripe on CR-65-1 (B.Y. Williams Sr Drive) fromthe intersection of Woodward Road to the Midfield City Limits. Length 0.674 mi.

30 Working Days

The Bracket Estimate on this project is from $279,415 to $341,507 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$7.00

006ACAA59463-ATRP(003)

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

210A000 Unclassified Excavation 500 CUYD

210D001 Borrow Excavation (Loose Truckbed Measurement) 500 CUYD

405A000 Tack Coat 451 Gal


408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 15,009 SQYD


1,238 Ton

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

100 Ton


610D003 Filter Blanket, Geotextile 200 SQYD

650A000 Topsoil 45 CUYD

654A001 Solid Sodding (Bermuda) 270 SQYD

665G000 Sand Bags 200 Each

665J002 Silt Fence 500 LF

665O001 Silt Fence Removal 500 LF

665Q002 Wattle 300 LF

674A000 Construction Safety Fence 1,000 LF

680A001 Geometric Controls (1) LS




701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 643 LF

701C001 Solid Temporary Traffic Stripe 3 Mile

701E010 Broken Temporary Traffic Stripe 2,234 LF

701G242 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 2,234 LF


703B002 Traffic Control Legends, Class 2, Type A 163 SQFT

703D001 Temporary Traffic Control Markings 1,946 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 68 Each



705A037 Pavement Markers, Class A-H, Type 2-D 83 Each

705A038 Pavement Markers, Class A-H, Type 2-E 175 Each

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

43 SQFT

Item No. Description Quantity UnitsACAA59463-ATRP(003) Page: 2

710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 70 LF

710C000 Removal Of Existing Roadway Signs (1) LS

730H001 Loop Wire 2,416 LF

730I001 Loop Detector Lead-In-Cable 670 LF

740B000 Construction Signs 712 SQFT


740E000 Cones (36 Inches High) 50 Each

740M001 Ballast For Cone 50 Each



20150130008Contract ID:

January 30, 2015Letting Date:

Projects:

Counties: ELMOREDBE Goal Percent: 3.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe at Various Locations as indicated in theplans. Length 19.478 mi.

80 Working Days



$10.00

008ACAA59598-ATRP(005)ACAA59599-ATRP(013)ACAA59600-ATRP(013)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 531 SQYD

206D001 Removing Guardrail 390 LF

206D003 Removing Curb And Gutter 45 LF

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

305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 121 Ton

401B108 Bituminous Treatment G (With Polymer Additive) 132,892 SQYD





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

13,529 Ton

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

300 Ton

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

5,346 Ton

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

8,316 Ton

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

15,011 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,533 Ton


618A000 Concrete Sidewalk, 4" Thick 1,303 SQYD

630A001 Steel Beam Guardrail, Class A, Type 2 13 LF

630A004 Steel Beam Guardrail, Class B, Type 2 390 LF

630C001 Guardrail End Anchor, Type 8 1 Each

630C022 Guardrail End Anchor, Type Special 7 Each

630C050 Guardrail End Anchor, Type 20 Series 7 Each


652A100 Seeding 21 Acre

654A001 Solid Sodding (Bermuda) 1,399 SQYD

656A010 Mulching 21 Acre


701A231 Solid White, Class 2, Type A Traffic Stripe 40 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 26 Mile

701A245 Broken Yellow, Class 2, Type A Traffic Stripe 13 Mile


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

701C000 Broken Temporary Traffic Stripe 38 Mile





705A037 Pavement Markers, Class A-H, Type 2-D 1,934 Each




740O000 Pilot Car 1 Each



Projects:Counties: MOBILE


Description: for constructing the Widening, Drainage Improvements, Resurfacing, and Traffic Stripe onDawes Road from the intersection of Grand Bay - Wilmer Road to the junction of Three NotchRoad. Length 4.765 mi.

110 Working Days



$22.00

010ACAA61187-ATRP(003)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately 11

Acres)(1) LS

206C002 Removing Concrete Slope Paving 21 SQYD

206C010 Removing Concrete Driveway 89 SQYD

206D000 Removing Pipe 81 LF

206D001 Removing Guardrail 356 LF

206E000 Removing Headwalls 18 Each


210A000 Unclassified Excavation 8,654 CUYD

210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 14,546 CUYD

214A000 Structure Excavation 79 CUYD

214B001 Foundation Backfill, Commercial 52 CUYD

243A034 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2 495 SQYD






6,635 Ton


3,321 Ton

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

1,875 Ton

430B000 Aggregate Surfacing (ALDOT #467 Or #57) 500 Ton

530A100 15" Roadway Pipe (Class 3 R.C.) (Extension) 32 LF



530B014 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.) (Extension) 22 LF

533A000 15" Storm Sewer Pipe (P.C.) 16 LF


610C001 Loose Riprap, Class 2 2,128 Ton

610D003 Filter Blanket, Geotextile 2,372 SQYD

619A001 15" Roadway Pipe End Treatment, Class 1 6 Each



619B068 36" Span, 23" Rise Roadway Pipe End Treatment, Class 2 2 Each

620A000 Minor Structure Concrete 4 CUYD


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

623B120 Concrete Curb, (Type Special) 23 LF

629D001 Bridge Guardrail Retrofit, Type C 8 Each



631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 1,596 LF

631G015 Guardrail End Anchor, Type 20 Series Relocated 12 Each

650A000 Topsoil 4,879 CUYD


652C000 Mowing 18 Acre

654A003 Solid Sodding (Centipede) 66 SQYD


665A000 Temporary Seeding 9 Acre

665B001 Temporary Mulching 18 Ton

665I000 Temporary Riprap, Class 2 120 Ton



665Q002 Wattle 1,040 LF

666A001 Pest Control Treatment 9 Acre


698A000 Construction Fuel (Maximum Bid Limited to $ $103,000.00) (1) LS



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



701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 336 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 336 LF

701H001 Solid Traffic Stripe Removed (Plastic) 672 LF

703A002 Traffic Control Markings, Class 2, Type A 310 SQFT

703D001 Temporary Traffic Control Markings 158 SQFT











Projects:Counties: MOBILE


Description: for constructing the Widening, Drainage Improvements, Resurfacing, Guardrail Installation,and Traffic Stripe on CR-70 (Tanner Williams Road) from the junction of CR-5 (Wilmer RoadNorth) to a point 1200 feet west of the junction of Eliza Jordan Road North. Length 4.795 mi.

105 Working Days



$23.00

011ACAA61188-ATRP(005)

Item No. Description Quantity Units201B001 Selective Clearing 2 Acre

206C001 Removing Concrete Pavement 162 SQYD



206D001 Removing Guardrail 10,408 LF



206E001 Removing Inlets 2 Each


206E061 Removing Tree (8 - 18 Inch) 2 Each

206E062 Removing Tree (19 - 36 Inch) 1 Each


210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 8,500 CUYD



301A008 Crushed Aggregate Base Course, Type B, Plant Mixed, 5" Compacted Thickness 8,300 SQYD






8,000 Ton


700 Ton


6,300 Ton

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

2,950 Ton


1,200 Ton

430B003 Aggregate Surfacing (ALDOT #57) 200 Ton

530A002 24" Roadway Pipe (Class 3 R.C.) 48 LF


530B001 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.) 40 LF

530B005 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.) 101 LF

533A097 15" Storm Sewer Pipe (Class 3 R.C.) 154 LF





533B098 22" Span, 14" Rise Storm Sewer Pipe (Class 3 R.C.) 16 LF



535A078 15" Side Drain Pipe (Class 3 R.C.) 228 LF

535A080 18" Side Drain Pipe (Class 3 R.C.) 100 LF

535B090 18" Span, 11" Rise Side Drain Pipe (Class 3 R.C.) 56 LF


535B304 44" Span, 27" Rise Side Drain Pipe (Class 3 R.C.)(Extension) 36 LF


605B002 Special Underdrain Outlet, Type C 2 Each

606A016 4" Underdrain Pipe 620 LF

610A015 Loose Riprap,Class 2 (Remove & Relocate) 175 SQYD

610C000 Loose Riprap, Class 1 100 Ton




614A000 Slope Paving 1 CUYD

618B001 Concrete Driveway, 5" Thick 150 SQYD



619A100 15" Side Drain Pipe End Treatment, Class 1 13 Each




619A202 24" Roadway Pipe End Treatment, Class 1 (Double Line) 1 Each

619B115 18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1 4 Each




619B270 51" Span, 31" Rise Roadway Pipe End Treatment, Class 1 (Double Line) 2 Each


621A022 Junction Boxes, Type 1 (Modified) 5 Each

621A031 Junction Boxes, Type 1 (Special) 1 Each

621C030 Inlets, Type "Special" 2 Each

630A020 Steel Beam Guardrail, Class B, Type 2 (Rail Element Only) 238 LF

630A035 Steel Beam Guardrail,Class A Type 2(7'-6" Post) 9,738 LF


630C055 Guardrail End Anchor, Type 2A (Retrofit) 2 Each

631B001 New Wood Posts Set 32 Each

631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 4,843 LF

631G008 Guardrail End Anchor, Type 8 Relocated 4 Each








659C001 Erosion Control Product, Type S3 110 SQYD



665E000 Polyethylene 10,000 SQYD

665F000 Hay Bales 300 Each





665P005 Inlet Protection, Stage 3 Or 4 3 Each

665Q002 Wattle 3,640 LF












701H000 Solid Traffic Stripe Removed (Paint) 950 LF










740F002 Barricades, Type III 2 Each







Projects:Counties: RUSSELL


Description: for constructing the Bridge Replacement with Pedestrian Walkway and Approaches on 10thAvenue over Holland Creek in Phenix City. Length 0.145 mi.

120 Working Days



$14.00

017ACBRZ58445-ATRP(001)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 1

Acre)(1) LS

206A000 Removal Of Old Bridge, Station 2+11.00 (1) LS








305A057 Crushed Aggregate, Section 825, For Miscellaneous Use 308 CUYD

401A000 Bituminous Treatment A 1,561 SQYD



95 Ton

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

155 Ton


50 Ton

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

181 Ton

502A000 Steel Reinforcement 1,936 LB

502A001 Steel Reinforcement (Grade 60) 4,096 LB

505G003 Pile Points (Type A, 12") 14 Each

505H000 Pilot Holes 387 LF

505M002 Steel Piling Furnished And Driven (HP 12x53) 1,218 LF

505M004 Steel Piling Furnished And Driven (HP 14x73) 10 LF

507A002 Wire Rope Abutment Anchor Assembly (Modified) 2 Each

508A000 Structural Steel 2,782 LB

510A000 Bridge Substructure Concrete, Class A 42 CUYD

511A000 Elastomeric Bearing Type 1 60 Each

512B014 Precast Concrete Intermediate Bent Caps, 2' Wide By 1'-9 1/16" Deep By 45'-8 1/2" Long(30^ Skew)(Modified)(Split)

3 Each

512C018 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-113/4" Long (30^Skew)

24 Each

512C026 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long (30^Skew)

16 Each

512D026 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long (30^ Skew) 4 Each

512D032 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long (30^ Skew) 4 Each

Item No. Description Quantity UnitsACBRZ58445-ATRP(001) Page: 2

512G000 Precast Concrete Abutment Wing Cap Panels 2 Each

512G005 Precast Concrete Abutment Wing Cap Panels (Modified) 2 Each





618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 18 SQYD



621C001 Inlets, Type B 1 Each

621C031 Inlets, Type S3 (1 Wing) 2 Each

621D020 Inlet Units, Type S3 4 Each

623C000 Combination Curb & Gutter, Type C 429 LF

634E000 Industrial Fence, 6 Feet High, Special Mounting 174 LF

645A512 10 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 118 LF

645A548 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 407 LF


645C500 Ductile Iron Fittings 355 LB

645E524 6 Inch P.V.C. Stacks And Laterals 62 LF

645F510 8 Inch Abandon Existing Sanitary Sewer 235 LF

645H510 48 Inch Manhole 3 Each

645I500 48 Inch Manhole Unit 12 Each

645M500 Connection To Existing Manhole 3 Each












701G152 Solid Yellow, Class W, Type A Traffic Stripe 320 LF








Projects:Counties: ETOWAH


Description: for constructing the Bridge Replacement and Approaches (Grade, Drain, Base, Pave andBridge) on Wesson Gap Road over Big Wills Creek north of Attalla. Length 0.191 mi.

200 Working Days



$17.00

020ACBRZ58641-ATRP(003)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 PER

ACRE)(APPROXIMATELY 1 ACRE)(1) LS

206A000 Removal Of Old Bridge, Station 4+21 (1) LS

206D011 Removing Fence 500 LF

209A000 Mailbox Reset, Single 3 Each


210D001 Borrow Excavation (Loose Truckbed Measurement) 4,302 CUYD

215A000 Unclassified Bridge Excavation 540 CUYD

215B000 Cofferdams Or Sheeting And Shoring, Station 3+60.75 (1) LS

230A000 Roadbed Processing 10 RBST






147 Ton


310 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 100 Ton

450B000 Reinforced Cement Concrete Bridge End Slab 106 SQYD


502B000 Steel Reinforcement For Bridge Superstructure, Station 3+60.75, Approximately 72,200Lbs.

(1) LS





510A000 Bridge Substructure Concrete, Class A 315 CUYD

510C051 Bridge Concrete Superstructure, Station 3+65.75, Approximately 208 Cubic Yards (1) LS

510E000 Grooving Concrete Bridge Decks 620 SQYD

511A051 Elastomeric Bearing Type 2 (Mark B2) 16 Each

513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 390 LF

516F000 Prefabricated Truss Span Span No. 2, Sta. 4+11.83, BIN 018841(Specialty Item) (1) LS

535A001 18" Side Drain Pipe 66 LF


602A000 Right Of Way Markers 8 Each









635A001 Woven Wire Fence (Metal Posts) 675 LF

637A000 Fence Reset 12 LF







665C010 Temporary Pipe 80 LF

665E000 Polyethylene 100 SQYD


665H005 Flow Baffle 160 LF




665L000 Floating Basin Boom 225 LF

665N001 Temporary Coarse Aggregate,ALDOT Number 4 40 Ton


665X000 Basin Dewatering Device 2 Each


672C102 Flocculant Application, Sedimentation Basin . 2 Each





701G144 Solid White, Class W, Type A Traffic Stripe 465 LF








Projects:Counties: FRANKLIN


Description: for constructing the Bridge Replacement on CR-22 over Mack Branch. Length 0.062 mi.

90 Working Days



$7.00

022ACBR59641-ATRP(010)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ $4000.00) (Approximately 1 Acre) (1) LS

206A000 Removal Of Old Bridge, Station 23+43.19 (1) LS



214A000 Structure Excavation 1,608 CUYD



301A004 Crushed Aggregate Base Course, Type B, Plant Mixed, 4" Compacted Thickness 655 SQYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 35 Ton

401B103 Bituminous Treatment J (With Polymer Additive) 655 SQYD


524A010 Culvert Concrete 388 CUYD




630A032 Steel Beam Guardrail, Class A, Type 1 (8'-0" Post) 459 LF












701G009 Solid White, Class 1, Type A Traffic Stripe 590 LF

701G027 Solid Yellow, Class 1, Type A Traffic Stripe 590 LF






Projects:Counties: MORGAN


Description: for constructing the Bridge Replacement and Approaches on CR-125 (Kirby Bridge Road)over West Fork of Flint Creek. Length 0.302 mi.

180 Working Days



$18.00

026ACBRZ59676-ATRP(009)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately 4

Acres)(1) LS

206A000 Removal Of Old Bridge, Station 74+59 (1) LS




210D011 Borrow Excavation (A4 Or Better) 11,208 CUYD







268 Ton

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

520 Ton


100 Ton


430B046 Aggregate Surfacing (Aldot #2) 250 Ton



502B000 Steel Reinforcement For Bridge Superstructure, Station 74+59, App 125,896 Lbs (1) LS




505M012 Steel Piling Furnished And Driven (HP 14 x 89) 1,875 LF

506A008 Drilled Shaft Excavation, 4'-0" Diameter 297 LF

506B003 Special Drilled Shaft Excavation, 4'-0" Diameter 54 LF

506C042 Drilled Shaft Construction, 4'-0" Diameter, Class DS1 Concrete 351 LF

506F008 Permanent Drilled Shaft Casing, 4'-0" Diameter 297 LF

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


510A000 Bridge Substructure Concrete, Class A (f'c = 3000 psi) 377 CUYD

510C051 Bridge Concrete Superstructure, Station 74+59, App 509 CY (1) LS

510E000 Grooving Concrete Bridge Decks 1,600 SQYD




513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 1,638 LF

513B019 Pretensioned-Prestressed Concrete Girders, Type BT-63 (Specialty Item) 716 LF















659C002 Erosion Control Product, Type S2 4,310 SQYD








701E000 Solid Temporary Traffic Stripe 3,200 LF

701G144 Solid White, Class W, Type A Traffic Stripe 800 LF


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

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








Projects:

Counties: MONROEDBE Goal Percent: 5.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-20 (Drewry Road) from south of thejunction of SR-41 (South Alabama Avenue) to the Monroeville City Limits to include theIntersection Realignment of CR-20 (Drewry Road) and SR-41 (South Alabama Avenue) inMonroeville. Length 2.148 mi.

140 Working Days



$23.00

029ACNU59343-ATRP(004)ACNU59344-ATRP(004)

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 92 SQYD


206D003 Removing Curb And Gutter 2,276 LF

206D004 Removing Railroad Tracks 145 LF

206D005 Removing Gutter 100 LF


206E042 Removing Inlets (Partial) 2 Each


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










3,837 Ton

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

872 Ton


100 Ton


200 Ton







618A000 Concrete Sidewalk, 4" Thick 802 SQYD

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


621C109 Inlets, Type PD 3 Each

Item No. Description Quantity UnitsACNU59343-ATRP(004) Page: 2

621C134 Inlets, Type PD (Modified) 2 Each

621D015 Inlet Units, Type S1 Or S3 1 Each

621D109 Inlet Units, Type PD 2 Each

621E001 Manholes, Type M 1 Each

623A000 Concrete Gutter 113 LF

623C000 Combination Curb & Gutter, Type C 2,456 LF



654A003 Solid Sodding (Centipede) 1,494 SQYD





















710A099 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Background)

7 SQFT


12 SQFT

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

8 SQFT



730A000 Removal Of Existing Traffic Control Unit ( Drewry Rd @ South Alabama Ave & Ivey St) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( Drewry Rd @ South Alabama Ave) (1) LS

730E000 Metal Traffic Signal Pole Foundation 4 Each

730F000 Metal Traffic Signal Pole With 37 FT MAST ARM ASSEMBLY 4 Each


730L005 2", Non-Metallic, Conduit 200 LF

730N010 Luminaire Extension Assembly, 12 FOOT 4 Each

730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 6 Each

730P023 Vehicular Signal Head, 12 Inch, 4 Section, Type LED 2 Each

730Q011 Pedestrian Signal Head, Type LED 2 Each


730R022 Controller Assembly, Type III, 8 Phase 1 Each

730T000 Wood Pole 1 Each

730U015 Video Detection System (1) LS










Projects:Counties: AUTAUGA


Description: for constructing the Widening, Resurfacing, and Traffic Stripe on CR-57 from the intersectionof CR-40 to the Chilton County Line. Length 10.033 mi.

30 Working Days



$3.00

031ACNU61036-ATRP(005)

Item No. Description Quantity Units405A000 Tack Coat 14,128 Gal



7,365 Ton


9,540 Ton

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

3,885 Ton






701A030 Solid White, Class 2T, Type A Traffic Stripe 20 Mile

701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 9 Mile

701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 8 Mile



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

703A004 Traffic Control Markings, Class 2T, Type A 572 SQFT







Projects:Counties: BALDWIN


Description: for constructing the Resurfacing and Traffic Stripe on CR-2 (Gulf State Park Road Two) fromthe junction of SR-135 to the junction of SR-182 in Gulf Shores. Length 3.013 mi.

35 Working Days



$15.00

032ACNU61163-ATRP(001)

Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 227 SQYD

206D002 Removing Curb 43 LF


210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) 988 CUYD



408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 592 SQYD


5,960 Ton

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

200 Ton


200 Ton

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

3 Ton

430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 29 Ton


610A004 Loose Riprap,Class 2,24" Thick 227 SQYD


623B008 Concrete Curb,Type H 165 LF

629D000 Bridge Guardrail Retrofit, Type IC 4 Each




637A000 Fence Reset 674 LF


650B000 Topsoil From Stockpiles 148 CUYD



665L000 Floating Basin Boom 300 LF










701F000 Dotted Temporary Traffic Stripe 136 LF







56 SQFT

710B001 Roadway Sign Post (#3 "U" Channel Galvanized Steel) 112 LF

730H001 Loop Wire 568 LF







Projects:Counties: CHOCTAW


Description: for constructing the Resurfacing and Traffic Stripe on CR-32 from the junction of SR-10 inYantley to the junction of CR-45. Length 3.642 mi.

30 Working Days



$3.00

033ACNU61336-ATRP(008)

Item No. Description Quantity Units401A006 Bituminous Treatment G 47,058 SQYD




3,982 Ton


4,118 Ton

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

300 Ton















703B004 Traffic Control Legends, Class 2T, Type A 136 SQFT




25 SQFT









Projects:

Counties: CHOCTAWDBE Goal Percent: 4.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-9 and CR-24 as indicated in theplans. Length 14.334 mi.

70 Working Days



$5.00

034ACNU61339-ATRP(002)ACNU61340-ATRP(002)ACNU61341-ATRP(002)





14,722 Ton


15,295 Ton

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

1,000 Ton

502A000 Steel Reinforcement 401 LB

524B011 Culvert Concrete Extension (Cast In Place) 6 CUYD



630C022 Guardrail End Anchor, Type Special 4 Each


631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 163 LF





















Projects:Counties: CLARKE


Description: for constructing the Resurfacing and Traffic Stripe on CR-44 (Tallahatta Springs Road) fromthe junction of SR-69 to the Thomasville City Limits. 15.743 mi.

40 Working Days



$4.00

035ACNU61361-ATRP(009)




14,217 Ton

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

250 Ton


500 Ton



701A077 Solid Yellow, Class 2T, Type A Traffic Stripe (5" Wide) 29 Mile

701A079 Broken Yellow, Class 2T, Type A Traffic Stripe (5" Wide) 3 Mile











Projects:

Counties: ST CLAIRDBE Goal Percent: 2.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-42 from the junction of SR-7(US-11) to the junction of Steele Gap Road and on CR-22 from the intersection of SR-53(US-231) to the intersection of CR-21. Length 14.572 mi.

60 Working Days



$5.00

036ACNU62248-ATRP(010)ACNU62249-ATRP(012)

Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 170,724 SQYD




15,085 Ton


15,740 Ton

430B014 Aggregate Surfacing (ALDOT #410 Modified) 3,725 Ton





701A245 Broken Yellow, Class 2, Type A Traffic Stripe 10 Mile














Projects:Counties: FRANKLIN


Description: for constructing the Resurfacing and Traffic Stripe on Madison Street from the intersection ofJackson Avenue to the intersection of SR-13 (US-43) in Russellville. 0.644 mi.

30 Working Days



$4.00

040ACOA59645-ATRP(001)

Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 8,160 SQYD





795 Ton

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

150 Ton


150 Ton



623A003 Concrete Gutter (4' 0" Wide) 171 LF











730H001 Loop Wire 266 LF







Projects:Counties: AND


Description: for constructing the Median Barrier on I-85 from the Exit 50 Interchange (Cox Road) to theGeorgia State Line. Length 30.398 mi.

210 Working Days



$2.00

055IM-HSIP-I085(344)

Item No. Description Quantity Units206D001 Removing Guardrail 4,988 LF



624A000 Cable Guiderail 107,000 LF

624B000 Cable Guiderail Anchor 38 Each

629E015 Bridge Rail Retrofit, Type SC(CB) 2,320 LF

630A001 Steel Beam Guardrail, Class A, Type 2 4,588 LF














Projects:Counties: SHELBY


Description: for constructing the Planing, Resurfacing and Traffic Stripe to include Cross SlopeCorrections, Bridge Rail Retrofit, Signal Loops, and Traffic Detection Pole from south of the SR-3 (US-31) Interchange (MP 237.600) in Alabaster to south of the CR-52 Interchange (MP 241.800) in Pelham. Length 4.321 mi.

11/15/2015 Completion Date



$33.00

056IMF-I065(447)



206E010 Removing Guardrail End Anchor (Type 2-B) 2 Each

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

210D015 Borrow Excavation (A-4) (Loose Truckbed Measurement) 1,000 CUYD

212A000 Machine Grading Shoulders 17 STA





410C000 Contractor Retained Profilograph 1 Each


410I000 Smoothness Testing Certified Inertial Profiler . 1 Each

423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 20,939 Ton

423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size . 23,794 Ton


2,780 Ton

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

2,024 Ton

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

870 Ton


3,160 Ton


534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 233 LF

534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 2,857 LF

534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 1,378 LF

534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 182 LF



624A000 Cable Guiderail 14,308 LF

624B000 Cable Guiderail Anchor 6 Each

629E013 Bridge Rail Retrofit,Type BC(NJ) 2,780 LF

629E015 Bridge Rail Retrofit, Type SC(CB) 1,458 LF



Item No. Description Quantity UnitsIMF-I065(447) Page: 2














665Q002 Wattle 1,500 LF










701D008 Solid Traffic Stripe Removed (Plastic) 1 Mile

701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile

701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,702 LF



701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 1,702 LF






705A032 Pavement Markers, Class A-H, Type 1-B 1,100 Each


731B000 Pole for Mounting Traffic Detection Equipment 1 Each







999 000 Trainee Hours At 80 Cents Per Hour 520 HOUR



Projects:Counties: FAYETTE


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-13 from the junction ofSR-18 (Berry Junction) to the intersection of SR-102. Length 11.810 mi.

60 Working Days



$5.00

061NH-0013(593)

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

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,928 Ton







13,567 Ton

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

150 Ton


17,327 Ton


500 Ton

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

1,032 Ton















701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 372 LF


701H001 Solid Traffic Stripe Removed (Plastic) 744 LF

701H006 Broken Traffic Stripe Removed (Plastic) 372 LF




Item No. Description Quantity UnitsNH-0013(593) Page: 2











Description: for constructing the Resurfacing and Traffic Stripe on SR-42 (US-98) from just north of theintersection of Scenic Route US-98 to just west of CR-65. Length 10.482 mi.

75 Working Days



$9.00

062NH-0042(527)

Item No. Description Quantity Units212A000 Machine Grading Shoulders 1,103 STA




408A055 Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick) 380 SQYD



21,407 Ton


25 Ton

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

110 Ton

424B662 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range C/D

1,673 Ton



631A000 Posts Reset 18 Each

631C001 Steel Beam Guardrail, Class A, Type 2 Reset 195 LF

631E003 Guardrail End Anchor, Type 13, Reset 3 Each

631E011 Guardrail End Anchor, Type 20 Series, Reset 1 Each

631E012 Guardrail End Anchor, Type 22, Reset 2 Each








665Q002 Wattle 2,000 LF









Item No. Description Quantity UnitsNH-0042(527) Page: 2






701H002 Solid Traffic Stripe Removed (Tape) 8,026 LF

701H007 Broken Traffic Stripe Removed (Tape) 449 LF


















Contract Time:

Description: for constructing the Sidewalks, Traffic Control Markings, and Signs along various streets inMidfield as indicated in the plans. Length 0.529 mi

40 Working Days



$21.00

064SRTS-SR12(913)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Aproximately 1

Acre)(1) LS


206C021 Removing Concrete Steps 17 SQYD

206D008 Removing Retaining Wall 12 LF





305A051 Coarse Aggregate, Section 801, For Miscellaneous Use 27 CUYD

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

1 Ton

430B050 Aggregate Surfacing(ALDOT#1) 50 Ton


517A000 Handrail . 118 LF

533A857 18" Storm Sewer Pipe 13 LF






621C111 Inlets, Type PB 1 Each

623C003 Combination Curb & Gutter, Type C (Modified) 732 LF

650B000 Topsoil From Stockpiles 208 CUYD

654A000 Solid Sodding 1,866 SQYD









53 SQFT




Item No. Description Quantity UnitsSRTS-SR12(913) Page: 2






Projects:Counties: PICKENS


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-17 from north of theintersection of 18th Avenue Southwest (MP 208.250) to the junction of 2nd Street Northwest(MP 210.425) in Reform. Length 2.023 mi.

35 Working Days



$7.00

065STPAA-0017(563)

Item No. Description Quantity Units206E007 Removing Mailboxes (Including Reset With A New Timber Post) 13 Each







3,319 Ton


2,442 Ton


100 Ton


1,330 Ton
























Item No. Description Quantity UnitsSTPAA-0017(563) Page: 2






Projects:Counties: JACKSON


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-79 from the junction ofSR-279 (MP 88.720) to feet north of the junction of CR-757 (MP 102.000) in Skyline. Length 9.180 mi.

70 Working Days



$6.00

068STPAA-0079(514)

Item No. Description Quantity Units206D001 11,725 LF

206E008 6 Each

210D001 75 CUYD

405A000 16,941 Gal

407B000 11 Mile

408A052 169,403 SQYD

410C000 1 Each

410H000 1 Each

424A360 11,435 Ton

424B650 17,788 Ton

424C364 1,000 Ton

428C000 99,687 LF

430B040 5,069 Ton

600A000 (1) LS

630A001 11,725 LF

630C070 6 Each

652A100 1 Acre

656A010 1 Acre

665J002 500 LF

665O001 500 LF

665Q002 500 LF

698A000 (1) LS

701A227 19 Mile

701A230 10 Mile

701A239 1 Mile

701A244 7 Mile

701B207 201 LF

701C000 20 Mile

701C001 84 Mile

701G251 600 LF

703A002 2,204 SQFT

703B002 23 SQFT

703D001

Removing Guardrail

Removing Guardrail End Anchor (All Type)

Borrow Excavation (Loose Truckbed Measurement)

Tack Coat

Joint Sealant For Hot Mix Asphalt Pavement

Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)

Contractor Retained Profilograph

Material Remixing Device

Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size

Mix, ESAL Range C/D

Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,

ESAL Range C/D

Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate Size Mix,

ESAL Range C/D

Scoring Bituminous Pavement Surface By Cutting

Aggregate Surfacing (Crushed Aggregate Base, Type B)

Mobilization

Steel Beam Guardrail, Class A, Type 2

Guardrail End Anchor, Type 10 Series

Seeding

Mulching

Silt Fence

Silt Fence Removal

Wattle

Construction Fuel (Maximum Bid Limited to $ 159,000.00

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

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

Broken White, Class 2, Type A Traffic Stripe (5" Wide)

Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)

Dotted, Class 2, Type A Traffic Stripe (5" Wide)

Broken Temporary Traffic Stripe

Solid Temporary Traffic Stripe

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

Traffic Control Markings, Class 2, Type A

Traffic Control Legends, Class 2, Type A

Temporary Traffic Control Markings 5,120 SQFT


703E001 Temporary Traffic Control Legends 68 SQFT













Projects:Counties: CLARKE


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-177 from west of thejunction of Miller Street to south of the junction of SR-13 (US-43) in Jackson. Length 2.984 mi

40 Working Days



$7.00

069STPAA-0177(501)

Item No. Description Quantity Units206D002 Removing Curb 325 LF





5,518 Ton


273 Ton


836 Ton



623B000 Concrete Curb, Type N 235 LF


654A000 Solid Sodding 80 SQYD












703D002 Temporary Traffic Control Markings (Paint) 5,544 SQFT

703E002 Temporary Traffic Control Legends (Paint) 546 SQFT











Projects:Counties: CALHOUN


Description: for constructing the Resurfacing and Traffic Stripe on SR-204 from the junction of CR-73 tothe junction of SR-21. Length 2.950 mi.

35 Working Days



$3.00

070STPOA-0204(514)








2,850 Ton

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

200 Ton


3,900 Ton

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

200 Ton

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

300 Ton

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

300 Ton


5,000 Ton















701H002 Solid Traffic Stripe Removed (Tape) 870 LF





Item No. Description Quantity UnitsSTPOA-0204(514) Page: 2



730I001 Loop Detector Lead-In-Cable 2,000 LF






Projects:

Counties: BUTLERDBE Goal Percent: 4.00Contract Time:

Description: for constructing the Safety Widening, Planing, Resurfacing, Inlet Upgrades, and Traffic Stripeon SR-3 (US-31) from the Georgiana Bypass (MP 119.972) to the junction of CR-37 (MP125.450) to include the Culvert Extension at MP 123.467. Length 5.477 mi.

75 Working Days



$3.00

071STPAA-HSIP-0003(582)99-406-074-003-502

Item No. Description Quantity Units206D001 Removing Guardrail 680 LF

206E042 Removing Inlets (Partial) 4 Each

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,700 CUYD





408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 80,000 SQYD




8,000 Ton


1,000 Ton


8,700 Ton


200 Ton


400 Ton

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

2,200 Ton



524B010 Culvert Concrete Extension 6 CUYD


621C020 Inlets, Type Y 4 Each


630C008 Guardrail End Anchor, Type 2C (Modified) 8 Each









Item No. Description Quantity UnitsSTPAA-HSIP-0003(582) Page: 2




















705A032 Pavement Markers, Class A-H, Type 1-B 1,360 Each










Projects:Counties: CALHOUN


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-9 from0.230 miles south of the junction of Stone Ridge Road (MP 230.170) to the just south of thePiedmont City Limits (MP 238.229). Length 8.059 mi.

70 Working Days



$3.00

072STPAA-HSIP-0009(557)

Item No. Description Quantity Units401B100 Bituminous Treatment E (With Polymer Additive) 122,950 SQYD







6,900 Ton

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

50 Ton


12,000 Ton

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

50 Ton

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

300 Ton


300 Ton


6,300 Ton


3,500 Ton










665Q002 Wattle 1,020 LF








Projects:Counties: CHEROKEE


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-25(US-411) from 0.3 miles north of the junction of CR-20 to feet west of the junction of SR-68 in Leesburg. Length 3.980 mi.

35 Working Days



$6.00

073STPAA-HSIP-0025(541)







16,620 Ton


1,515 Ton

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

150 Ton


2,335 Ton


430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 4,203 Ton




















703E001 Temporary Traffic Control Legends 1,211 SQFT





Projects:

Counties: BUTLERDBE Goal Percent: 5.00Contract Time:

Description: for constructing the Safety Widening, Drainage Structure Improvements, Planing,Resurfacing, and Traffic Stripe on SR-106 from east of the intersection of CR-27 (MP 14.878)to the intersection of CR-45 (MP 20.609). Length 5.730 mi.

80 Working Days



$4.00

075STPAA-HSIP-0106(507)99-406-074-106-501

Item No. Description Quantity Units206D001 Removing Guardrail 125 LF



210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 3,000 CUYD











7,955 Ton


1,000 Ton


10,605 Ton


500 Ton


500 Ton

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

2,410 Ton



524B011 Culvert Concrete Extension (Cast In Place) 8 CUYD



619A202 24" Roadway Pipe End Treatment, Class 1 (Double Line) 1 Each


629D001 Bridge Guardrail Retrofit, Type C 12 Each





























701H001 Solid Traffic Stripe Removed (Plastic) 1,775 LF

701H006 Broken Traffic Stripe Removed (Plastic) 750 LF








740L005 Vertical Panel, Type I (Double-Sided) 24 Each





Projects:Counties: COFFEE


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-122 from thejunction of SR-12 (US-84) to the junction of SR-51. Length 3.741 mi.

35 Working Days



$11.00

076STPAA-HSIP-0122(503)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 169 SQYD









5,771 Ton

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

2,434 Ton


200 Ton

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

2,241 Ton


684 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
















Projects:Counties: ST CLAIR


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-144 fromthe junction of SR-53 (US-231) to the junction of CR-26 in Ragland. Length 10.159 mi.

65 Working Days



$8.00

077STPAA-HSIP-0144(501)



206D001 Removing Guardrail 2,613 LF









17,048 Ton


500 Ton


5,888 Ton







630A023 Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit) 1,221 LF










665Q002 Wattle 1,500 LF






Projects:Counties: PERRY


Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-289 fromthe junction of SR-5 to the intersection of SR-14 in Marion. Length 1.200 mi.

45 Working Days



$9.00

078STPAA-HSIP-0289(500)







408B003 Micro-Milling Existing Pavement (Approximately 2.10" thru 3.00" Thick) 18,843 SQYD



1,262 Ton


227 Ton


410 Ton


1,432 Ton


2,292 Ton

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

124 Ton


517D000 Sidewalk Handrail 29 LF

539A000 4 Inch Trench Drain 12 LF




618C000 Truncated Dome Retrofit 164 SQFT

623B000 Concrete Curb, Type N 148 LF














Description: for constructing the Bridge Installation (Grade, Drain, Base, Pave, and Signal Removal) onF.L. Shuttlesworth Drive from the junction of 29th Avenue North to the junction of 32ndAvenue North in Birmingham. Length 0.428 mi.

300 Working Days



$59.00

079STPAA-STPBH-7376(600)

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

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


206C000 Removing Concrete Sidewalk 1,687 SQYD



206D003 Removing Curb And Gutter 4,852 LF

206D005 Removing Gutter 100 LF


206E003 Removing Manholes 3 Each


210D011 Borrow Excavation (A4 Or Better) 28,532 CUYD




243A030 Geosynthetic Reinforcement For Subgrade Stabilization, Type 1 800 SQYD

251A000 Contaminated Soil Remediation (Specialty Item) 350 CUYD

251A001 Contaminated Soil Excavation (Speciality Item) 350 CUYD

305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 500 Ton






1,084 Ton

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

2,042 Ton


200 Ton


200 Ton

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

981 Ton

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

981 Ton

430B018 Aggregate Surfacing (ALDOT #410 Modified Or #467) 200 Ton



Item No. Description Quantity UnitsSTPAA-STPBH-7379(600) Page: 2

502B000 Steel Reinforcement For Bridge Superstructure, Sta. 111+71.00, Approximately 131,528Lbs.

(1) LS



505M004 Steel Piling Furnished And Driven (HP 14x73) 886 LF

506A000 Drilled Shaft Excavation, 4'-6" Diameter 123 LF

506B004 Special Drilled Shaft Excavation, 4'-6" Diameter 59 LF

506C023 Drilled Shaft Construction, 4'-6" Diameter, Class DS2 Concrete 181 LF

506G003 Crosshole Sonic Logging, 4'-6" Diameter 1 Each


510A031 Bridge Substructure Concrete, Class A (4000 PSI) 460 CUYD

510C051 Bridge Concrete Superstructure, Sta, 111+71.00, Approximately 545 Cu. Yds. (1) LS

510E000 Grooving Concrete Bridge Decks 1,490 SQYD

511A072 Elastomeric Bearing Type 4 (Mark VB3) 80 Each

513B011 Pretensioned-Prestressed Concrete Girder, Type II Modified (Speciality Item) 2,875 LF

529A020 Retaining Wall # # 1 4,166 SQFT



529A023 Retaining Wall # # 4 821 SQFT








601A000 Furnishing Base, Soil And Structure Laboratories 1 Each




620A000 Minor Structure Concrete 1,297 CUYD



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

621C009 Inlets, Type E1 3 Each



621C109 Inlets, Type PD 7 Each

621D009 Inlet Units, Type E1 8 Each

621D020 Inlet Units, Type S3 9 Each

621D109 Inlet Units, Type PD 13 Each

621E001 Manholes, Type M 1 Each

621F002 Manhole Units, Type M 5 Each

621F030 Manhole Height Adjustment 7 Each

623B005 Concrete Curb, Type E 160 LF

623C000 Combination Curb & Gutter, Type C 3,173 LF


629A080 Concrete Median Or Safety Barrier, Type CSF-56 683 LF

629A083 Concrete Median Or Safety Barrier, Type CSF-56 (Modified) 843 LF

629C002 Concrete Median Or Safety Barrier End Section (Type TES) 6 Each






634E003 Industrial Fence, 7.33 Feet High, Special Mounting 454 LF

634E004 Industrial Fence, 9.67 Feet High, Special Mounting 841 LF

645A514 12 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 1,437 LF

645A520 18 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 393 LF


645C500 Ductile Iron Fittings 1,330 LB





645H510 48 Inch Manhole 19 Each

645I500 48 Inch Manhole Unit 77 Each

645L514 12 Inch Ductile Iron Manhole Drop Connection 1 LF

645M500 Connection To Existing Manhole 1 Each

645N500 Abandon Existing Manhole 13 Each

645U514 18 Inch Cured In Place Liner 761 LF

645V500 Manhole Rehabilitation 7 Each

645W502 Manhole Rehabilitation Unit 54 Each

649A570 36 Inch Steel Encasement Pipe, Type 1 Installation 90 LF











665T000 Temporary Earth Berms 171 LF







701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 224 LF





701D005 Solid Traffic Stripe Removed 1 Mile




703A011 Traffic Control Markings, Class W, Type A 1,021 SQFT








26 SQFT


59 SQFT


720A020 Vehicular Impact Attenuator Assembly (Unidirectional,TL-2) 6 Each

730A000 Removal Of Existing Traffic Control Unit ( F.L. Shuttlesworth Drive/29th Ave.) (1) LS









750B503 Roadway Luminaire Assembly with One, Low Profile Underpass Pendant, 150 WattLuminaire

8 Each

750B650 Roadway Luminaire Assembly with One, Decorative LED, 80 Watt Equivalent Luminaire 13 Each

750C010 Pole Foundation,Roadway 2 Each

750D200 Electrical Junction Box,Type 1 2 Each

750E114 Conduit,11/2 Inch,Rigid Nonmetallic 1,620 LF

750E123 Conduit, 3/4 Inch, Rigid Metallic 360 LF

750F022 Conductor, #10 AWG 2,500 LF

750F024 Conductor, #6 AWG 3,700 LF

750H005 Service Pole 1 Each

750I005 Lighting Control Center 1 Each

999 000 Trainee Hours At 80 Cents Per Hour 720 HOUR



Projects:Counties: RUSSELL


Description: for constructing the Patching, Leveling, Resurfacing, and Traffic Stripe on CR-33 (HuguleyRoad) from the junction of CR-32 (Padgetts Road) to the junction of SR-8 (US-80). Length4.289 mi.

35 Working Days



$3.00

085STPNU-5714(251)

Item No. Description Quantity Units210D001 Borrow Excavation (Loose Truckbed Measurement) 475 CUYD





4,354 Ton


1,200 Ton


800 Ton



















Projects:Counties: BLOUNT


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-79 from the intersection ofSR-74 (US-278) at MP 48.862 in Brooksville to the Marshall County Line. Length 5.036 mi.

30 Working Days

The Bracket Estimate on this project is from $922,910 to $1,128,001 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$5.00

088STPAA-0079(512)






7,028 Ton


1,500 Ton



























Projects:Counties: ETOWAH


Description: for constructing the Resurfacing and Traffic Stripe on CR-212 (Bruton Gap Road) from thejunction of SR-7 (US-11) to the junction of CR-211 (Duck Springs Road). Length 2.199 mi.

45 Working Days



$4.00

089STPOA-2813(252)







1,970 Ton


3,550 Ton


150 Ton


200 Ton



630A021 Steel Beam Guardrail, Class A, Type 2 (Steel Post) 4,050 LF



















Projects:

Counties: HOUSTONDBE Goal Percent: 7.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-68 (Trawick Road) from the GenevaCounty Line to the Right-of-Way Limits of the junction of SR-52 in Dothan (Site #1) and onCR-45 (Memphis Church Road) from the junction of Eddins Road to just south (0.043 miles)of the junction of E Saunders Road (Site #2). Length 4.847 mi.

30 Working Days



$6.00

090STPOA-3514(252)STPOA-3514(253)





1,875 Ton


3,167 Ton


2,806 Ton












Contract Time:

Description: for constructing the Intersection Improvements (Grade, Drain, and Pave) at SR-180 andSR-161 in Orange Beach. Length 0.303 mi.

40 Working Days



$12.00

093ST-002-180-007

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

Acre)(1) LS




210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) ) 854 CUYD








1,509 Ton

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

245 Ton


20 Ton

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

250 Ton


534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 76 LF










665E000 Polyethylene 2,167 SQYD







Item No. Description Quantity UnitsST-002-180-007 Page: 2
















710A091 Class 4, Aluminum Flat Sign Panels 0.125" Thickness (Type III Background) 49 SQFT


26 SQFT

710B010 Roadway Sign Post (W6 x 9 Steel Beam) 40 LF


711A000 Roadway Sign Relocation (1) LS








Projects:Counties: WINSTON

Contract Time:

Description: for constructing the Culvert Replacement on SR-13 at CR-7 (Dime Road) in Haleyville. Length0.151 mi.

150 Working Days



$21.00

095ST-067-999-005

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 per acre)(Approx 1 Acre) (1) LS


206B000 Removal Of Old Box Culvert, Station 29+64 CL 8th Ave (1) LS








210C000 Muck Excavation 587 CUYD

210D000 Borrow Excavation 626 CUYD

210E001 Borrow Excavation (Underwater Embankment) 294 CUYD

214A000 Structure Excavation 1,607 CUYD


215B000 Cofferdams Or Sheeting And Shoring, Box Culvert (1) LS






220 Ton

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

354 Ton


50 Ton


198 Ton



524A011 Culvert Concrete (Cast In Place) 339 CUYD



533A348 18" Storm Sewer Pipe (Class 3 R.C.) (Extension) 5 LF







614B000 Reinforced Slope Paving 63 CUYD





621C001 Inlets, Type B 1 Each


621C049 Inlets, Type S1 Or S3 (2 Wing) (Modified) 1 Each

621D015 Inlet Units, Type S1 Or S3 2 Each

623A003 Concrete Gutter (4' 0" Wide) 29 LF









665G000 Sand Bags 1,200 Each





665Q002 Wattle 1,000 LF


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







705A011 Pavement Markers, Class C, Type 1-A 278 Each

705A023 Pavement Markers, Class C, Type 2-D 139 Each


726A000 Portable Concrete Safety Barriers, Type 6 240 LF

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

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









Contract Time:

Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-287 from the junction ofSR-3 (US-31) to the intersection of SR-59 in Bay Minette. Length 1.925 mi.

30 Working Days

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


$10.00

09899-309-022-287-501






4,329 Ton


25 Ton


100 Ton











701D007 Solid Traffic Stripe Removed (Paint) 4 Mile

701D014 Broken Traffic Stripe Removed (Paint) 4 Mile









97 SQFT


730H001 Loop Wire LF






Projects: STPAA-NR13(941)Counties: COLBERT, FRANKLIN, , AND

Contract Time:

Description: for constructing the Curb Ramp Installations and Modifications on Various State Routes atVarious Locations.

85 Working Days



$15.00

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.

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 1,154 SQYD

206D002 Removing Curb 1,248 LF



618C000 Truncated Dome Retrofit 210 SQFT

622A000 Manhole Covers Reset 1 Each






674A000 Construction Safety Fence 100 LF



703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 1,297 SQFT







Notice to Contractors 1 - ALDOT Project Letting...

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Transcript of Notice to Contractors 1 - ALDOT Project Letting...