ALABAMAalletting.dot.state.al.us/Prior Lettings/2013 Prior Letting/August_30_2013 Letting...The Entire Project Shall Be Completed By May 1, 2015. A 10.00% DBE Contract Obligation Is

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation Letting

August 30, 201310:00 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

ALABAMA DEPARTMENT OF TRANSPORTATION1409 Coliseum Boulevard, Montgomery, Alabama 36110

Bureau of Office EngineerPlans and Proposals Section

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

Robert Bentley John R. CooperGovernor Transportation Director

May 7, 2013

SPECIAL NOTICE TO CONTRACTORSAll bids shall be submitted using a bid system prescribed by the

Department, via either bidder furnished digital storage media (CD-ROM, DVD-ROM, OR USB FLASH DRIVE, EFFECTIVE AUGUST 1, 2013,DISKETTES WILL NO LONGER BE ACCEPTED) or the Department’s approved Internet Bidding Service Provider. Bids submitted using any other form, format, or means will be rejected. The digital storage media used to submit the bid shall become the property of the State of Alabama.

August 30, 2013

COMPANY NAME: ______________________________________________ BY: ____________________

SHIPPING ADDRESS: ______________________________________________

CITY, STATE, ZIP: ______________________________________________--------------------------------------------------------------------------------------------

MAIL ADDRESS: ______________________________________________

CITY, STATE, ZIP: ______________________________________________ PHONE: _________________============================================================================================DELIVERY OPTIONS: ______ STANDARD MAIL/SHIP (VIA UPS)(CHECK ONE) ______ 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 PURCHASEA BIDDING PROPOSAL. WE ARE NO LONGER PROVIDING 3.5" DISKETTES FOR BIDDING PURPOSES. BIDDING FILESARE AVAILABLE AT OUR WEBSITE" WWW.DOT.STATE.AL.US

BIDDINGPROPOSAL PLANS PLANS(ONE EACH) PRICE QTY.

$5.00 ____ $ 81.00 ____ 001 IM-I565(307), MADISON, ETC.$5.00 ____ $ 7.00 ____ 002 IM-I059(371), ETOWAH$5.00 ____ $145.00 ____ 003 IM-NHF-I059(326), TUSCALOOSA$5.00 ____ $ 34.00 ____ 006 BRF-0006(541), BIBB$5.00 ____ $133.00 ____ 007 APD-0355(507), FRANKLIN$5.00 ____ $ 24.00 ____ 015 ACAA60255-ATRP(001), MOBILE$5.00 ____ $ 10.00 ____ 019 ACBRZ58315-ATRP(001), ETC., CONECUH$5.00 ____ $ 5.00 ____ 025 ACNU58472-ATRP(001), SUMTER$5.00 ____ $ 12.00 ____ 026 STPAA-0019(504), ETC., FRANKLIN$5.00 ____ $ 13.00 ____ 027 ACNU58686-ATRP(001), BLOUNT$5.00 ____ $ 3.00 ____ 028 ACNU59447-ATRP(001), COVINGTON$5.00 ____ $ 4.00 ____ 029 ACNU60454-ATRP(001),ETC., MARION$5.00 ____ $ 2.00 ____ 032 ACOA58424-ATRP(001), BALDWIN$5.00 ____ $ 10.00 ____ 033 ACOA58553-ATRP(001), ETC., PIKE$5.00 ____ $ 4.00 ____ 034 ACOA59523-ATRP(001), ESCAMBIA$5.00 ____ $ 9.00 ____ 035 ACOA59551-ATRP(001),ETC., CHAMBERS$5.00 ____ $ 44.00 ____ 037 BR-0182(502), BALDWIN$5.00 ____ $ 3.00 ____ 041 NH-0021(544), TALLADEGA$5.00 ____ $ 4.00 ____ 048 STPAA-0003(527), CHILTON$5.00 ____ $ 5.00 ____ 050 EB-0106(505), CRENSHAW$5.00 ____ $ 5.00 ____ 052 STPAA-0269(507), WALKER$5.00 ____ $ 15.00 ____ 053 NH-0012(556),ETC., CLARKE$5.00 ____ $ 2.00 ____ 054 EB-HSIP-0004(538), TALLADEGA$5.00 ____ $ 3.00 ____ 055 STPAA-HSIP-0022(520), TALLAPOOSA, ETC.$5.00 ____ $ 41.00 ____ 056 STPAA-STPHV-8525(600), MADISON$5.00 ____ $ 41.00 ____ 059 STPOA-0017(546), MARION$5.00 ____ $ 4.00 ____ 060 STPOA-7449(600), CALHOUN$5.00 ____ $ 15.00 ____ 064 ST-049-016-010, MOBILE$5.00 ____ $ 5.00 ____ 065 99-301-253-035-301, DEKALB$5.00 ____ $ 2.00 ____ 066 99-504-690-000-201, CLEBURNE, ETC.$5.00 ____ $ 15.00 ____ 067 99-505-999-950-101, BIBB, ETC.

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

$5.00 ____ $ 6.00 ____ 200 BRZ-6300(220), TUSCALOOSA

__________________________________________________________________________________________PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

EACH QTY.$125.00 ___ 2013 STANDARD HIGHWAY DRAWINGS$125.00 ___ 2013 METRIC STANDARD HIGHWAY DRAWINGS$ 25.00 ___ 2013 STANDARD HIGHWAY DRAWING US AND METRIC (CD)$ 20.00 ___ 2012 STANDARD SPECIFICATIONS BOOK$ 5.00 ___ CURRENT QUALIFIED CONTRACTORS LIST$ 2.00 ___ CURRENT BRIDGE POSTING MAP & CHART

__________________________________________________________________________________________

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

ALABAMA DEPARTMENT OF TRANSPORTATION1409 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: ____________001

Notice To ContractorsFederal Aid Project No.

IM-I565(307)MADISON AND LIMESTONE COUNTIES, Alabama

Sealed bids will be received by the Director of Transportation at the office ofthe Alabama Department of Transportation, Montgomery, Alabama until 10 AM.,August 30, 2013, and at that time publicly opened for constructing the following:

NEW INTERCHANGE, RAMP ADDITIONS (GRADE, DRAIN, BASE, & PAVE) ONI-565 AT CR-3 (COUNTY LINE ROAD) IN MADISION

The Length Of This Project Is: 1.344 Miles.

The total amount of uncompleted work under contract to a contractor must notexceed the amount of his or her qualification certificate.

The Entire Project Shall Be Completed By May 1, 2015.

A 10.00% DBE Contract Obligation Is Required.

A Bidding Proposal may be purchased for $5.00.Plans may be purchased for $81.00 per set.

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

Minimum wage rates for this project have been pre-determined by the Secretaryof Labor and are set forth in the advertised specifications. This project issubject to the contract work hours and Safety Standards Act and itsimplementing regulations.

Cashier's check or bid bond for 5% of bid (maximum - $10,000.00) made payableto the Alabama Department of Transportation must accompany each bid as evidenceof good faith.

The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $11,584,691 To $14,159,067The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approx. 72 Acres)

204A000 1 Each Closing Water Well205A001 1 Each Removal Of Structures, Structure No. 1206C002 425 Square Yard Removing Concrete Slope Paving206C003 26 Square Yard Removing Concrete Flumes206C015 221 Square Yard Removing Concrete Foundation Slab206D000 1445 Linear Foot Removing Pipe206D001 175 Linear Foot Removing Guardrail206D003 1721 Linear Foot Removing Curb And Gutter206D011 6140 Linear Foot Removing Fence206E000 19 Each Removing Headwalls206E001 13 Each Removing Inlets206E008 20 Each Removing Guardrail End Anchor (All Type)210A000 160657 Cubic Yard Unclassified Excavation210D000 70897 Cubic Yard Borrow Excavation214A000 1093 Cubic Yard Structure Excavation214B001 381 Cubic Yard Foundation Backfill, Commercial231B002 17143 Ton Roadbed Stabilizing Material, ALDOT #410 (Modified)

IM-I565(307) MADISON , ETC. Counties- 2 -

301A004 198 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 4"Compacted Thickness



305B071 150 Ton Coarse Aggregate, Section 801, For Miscellaneous Use401A000 115803 Square Yard Bituminous Treatment A404H000 9427 Gallon Paver-Laid Surface Treatment Tack Coat404I000 2121 Ton Paver-Laid Surface Treatment Plant Mix405A000 9366 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 21104 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408B000 30021 Square Yard Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick)410H000 1 Each Material Remixing Device424A280 1282 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A360 9296 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B281 2028 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B581 2555 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B651 12072 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B657 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B681 12406 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C280 2728 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424C360 18753 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C364 50 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 19689 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B014 50 Ton Aggregate Surfacing (ALDOT #410 Modified)530A001 60 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A004 165 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A100 16 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A101 25 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530B001 140 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)530B003 86 Linear Foot 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.)530B004 126 Linear Foot 44" Span, 27" Rise Roadway Pipe (Class 3 R.C.)530B018 30 Linear Foot 65" Span, 40" Rise Roadway Pipe (Class 3 R.C.) (Extension)533A129 596 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C. Or Equal Strength C.S.F.C.M.)533A130 90 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C. Or Equal Strength C.S.F.C.M.)534F001 226 Linear Foot Cleaning Existing Pipe (Greater Than 48" Horizontal Opening)535A001 160 Linear Foot 18" Side Drain Pipe535A002 123 Linear Foot 24" Side Drain Pipe535A004 32 Linear Foot 36" Side Drain Pipe600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 52 Each Right Of Way Markers610C001 154 Ton Loose Riprap, Class 2610D003 1741 Square Yard Filter Blanket, Geotextile614A000 522 Cubic Yard Slope Paving619A001 1 Each 15" Roadway Pipe End Treatment, Class 1619A002 3 Each 18" Roadway Pipe End Treatment, Class 1619A053 1 Each 24" Roadway Pipe End Treatment, Class 2619A101 4 Each 18" Side Drain Pipe End Treatment, Class 1619A102 4 Each 24" Side Drain Pipe End Treatment, Class 1619A104 2 Each 36" Side Drain Pipe End Treatment, Class 1619A204 2 Each 36" Roadway Pipe End Treatment, Class 1 (Double Line)619B016 1 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1619B018 1 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1619B317 1 Each 65" Span, 40" Rise Roadway Pipe End Treatment, Class 2 (Triple Line)620A000 4 Cubic Yard Minor Structure Concrete621A005 1 Each Junction Boxes, Type 1


621C008 1 Each Inlets, Type E621C015 3 Each Inlets, Type S1 Or S3 (1 Wing)621C017 1 Each Inlets, Type S1 Or S3 (2 Wing)621C032 1 Each Inlets, Type C (Modified)621C061 2 Each Inlets, Type Special Drop621D008 1 Each Inlet Units, Type E621D015 2 Each Inlet Units, Type S1 Or S3621E002 1 Each Manholes, Type L621I002 1 Each Stilling Basins, Type 2621I003 1 Each Stilling Basins, Type 3623B000 1877 Linear Foot Concrete Curb, Type N623B001 69 Linear Foot Concrete Curb, Type N Special623C000 1610 Linear Foot Combination Curb & Gutter, Type C630A001 1738 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 2 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C050 10 Each Guardrail End Anchor, Type 20 Series630C070 6 Each Guardrail End Anchor, Type 10 Series634A002 8279 Linear Foot Industrial Fence, 6 Feet High650A000 1562 Cubic Yard Topsoil650B000 23378 Cubic Yard Topsoil From Stockpiles652A100 72 Acre Seeding652C000 72 Acre Mowing654A001 62547 Square Yard Solid Sodding (Bermuda)656A010 72 Acre Mulching659C002 1913 Square Yard Erosion Control Product, Type S2659C004 625 Square Yard Erosion Control Product, Type C2659C007 9776 Square Yard Erosion Control Product, Type C8665A000 144 Acre Temporary Seeding665B001 432 Ton Temporary Mulching665E000 600 Square Yard Polyethylene665G000 350 Each Sand Bags665I000 280 Ton Temporary Riprap, Class 2665J002 25368 Linear Foot Silt Fence665N000 70 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 25368 Linear Foot Silt Fence Removal665P005 9 Each Inlet Protection, Stage 3 Or 4665Q002 4960 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 589,000.00)701A227 10 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 8 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 6 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B063 6124 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 4254 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe701C001 23 Mile Solid Temporary Traffic Stripe701F001 640 Linear Foot Dotted Temporary Traffic Stripe (Paint)701H001 1069 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 3141 Linear Foot Broken Traffic Stripe Removed (Plastic)701H011 671 Linear Foot Dotted Traffic Stripe Removed (Plastic)703A002 1953 Square Foot Traffic Control Markings, Class 2, Type A703B002 359 Square Foot Traffic Control Legends, Class 2, Type A703C001 211 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)703D002 938 Square Foot Temporary Traffic Control Markings (Paint)705A011 3422 Each Pavement Markers, Class C, Type 1-A705A012 497 Each Pavement Markers, Class C, Type 1-B705A023 783 Each Pavement Markers, Class C, Type 2-D705A024 408 Each Pavement Markers, Class C, Type 2-E705A030 203 Each Pavement Markers, Class A-H, Type 2-C705A031 893 Each Pavement Markers, Class A-H, Type 1-A705A032 94 Each Pavement Markers, Class A-H, Type 1-B705A037 183 Each Pavement Markers, Class A-H, Type 2-D705A038 52 Each Pavement Markers, Class A-H, Type 2-E709B000 2 Each Milepost Reset710A115 412 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel

Flat Sign Panels 14 Gauge (Type III Or Type IV Background)710A126 19 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)


710A140 1250 Square Foot Class 6, Aluminum Multiple Flat Sign Panels 0.125" Thick OrSteel Multiple Flat Sign Panels 12 Gauge(Ty. III Background)

710A141 113 Square Foot Class 6, Aluminum Flat Sign Panels 0.125" Thick Or SteelFlat Sign Panels 12 Gauge (Type III Background)

710A144 287 Square Foot Class 2A , Aluminum Flat Sign Panels 0.125" Thick or SteelFlat Sign Panels 12 Gauge (Type III, IV, Or VIII Bckgd)

710B013 52 Linear Foot Roadway Sign Post (W10 x 22 Steel Beam)710B021 1120 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)710C000 1 Lump Sum Removal Of Existing Roadway Signs711A000 1 Lump Sum Roadway Sign Relocation715A000 1 Lump Sum Overhead Roadway Sign Structure OHC-1715A001 1 Lump Sum Overhead Roadway Sign Structure OHC-2715A002 1 Lump Sum Overhead Roadway Sign Structure OHC-3715A003 1 Lump Sum Overhead Roadway Sign Structure OHC-4715A004 1 Lump Sum Overhead Roadway Sign Structure OHC-5726A000 8960 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 20 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D000 2 Each Portable Impact Attenuator ( Unidirectional, TL-3)730A000 1 Lump Sum Removal Of Existing Traffic Control Unit (

Madison Blvd at County Line Rd)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Madison Blvd at County Line Road -Permanent Phase)730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Madison Blvd at County Line Road -TCP Phase lll)730E000 4 Each Metal Traffic Signal Pole Foundation730F000 1 Each Metal Traffic Signal Pole With 60 Ft Mast Arm730F001 2 Each Metal Traffic Signal Pole With 65 Ft Mast Arm730F002 1 Each Metal Traffic Signal Pole With 75 Ft Mast Arm730K000 6 Each Traffic Signal Junction Box730L003 630 Linear Foot 1", Non-Metallic, Conduit730L005 1260 Linear Foot 2", Non-Metallic, Conduit730N010 4 Each Luminaire Extension Assembly, 12 Feet730P022 16 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730R022 1 Each Controller Assembly, Type III, 8 Phase730S002 1 Lump Sum Furnishing And Installing Emergency Vehicle Preemption

System( Madison Blvd at County Line Road)730T000 1 Each Wood Pole730U015 1 Lump Sum Video Detection System731A001 2 Each Traffic Counting Units, Type B740B000 3567 Square Foot Construction Signs740C000 13 Square Foot Special Construction Signs740D000 500 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 36 Each Barricades, Type III740I002 19 Each Warning Lights, Type B740M001 50 Each Ballast For Cone741C010 6 Each Portable Sequential Arrow And Chevron Sign Unit742A003 2 Each Portable Changeable Message Sign, Type 3756A021 320 Linear Foot 3" Electrical Conduit, 1 Line, Type 5 Installation756A028 320 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation999 000 1760 Hour Trainee Hours At 80 Cents Per Hour

The proposed work shall be performed in conformity with the rules andregulations for carrying out the Federal Highway Act.

Plans and Specifications are on file in Room E-108 of the Alabama Department ofTransportation at Montgomery, Alabama 36110.

In accordance with the rules and regulations of The Alabama Department ofTransportation, proposals will be issued only to prequalified contractors ortheir authorized representatives, upon requests that are received before 10 AM.,on the day previous to the day of opening of bids.

The bidder's proposal must be submitted on the complete original proposalfurnished him or her by the Alabama Department of Transportation.

The Alabama Department of Transportation, in accordance with Title VI of theCivil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000D TO 2000D-4 and Title 49code of Federal Regulations, Department of Transportation, Subtitle A, Officeof The Secretary, Part 21, nondiscrimination in federally-assisted programsof the Department of Transportation issued pursuant to such act, hereby notifiesall bidders that it will affirmatively insure that in any contract enteredinto pursuant to this advertisement, minority business enterprises will beafforded full opportunity to submit bids in response to this invitation and willnot be discriminated against on the grounds of race, color, religion, sex, ornational origin in consideration for an award.

The right to reject any or all bids is reserved.

JOHN R. COOPERTransportation Director

002


IM-I059(371)ETOWAH COUNTY, Alabama


CONCRETE PAVEMENT REHABILITATION ON I-59 NORTH OF US-431 ATVARIOUS SITES AS INDICATED IN THE PLANS



The Entire Project Shall Be Completed By March 1, 2014.






The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $803,062 To $981,521The Principal Items Of Work Are Approximately As Follows:

405A000 1839 Gallon Tack Coat408B000 27609 Square Yard Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick)410H000 1 Each Material Remixing Device420A015 1655 Ton Polymer Modified Open Graded Friction Course453C000 1669 Square Yard Removal Of Concrete Pavement Slab453D000 464 Cubic Yard Concrete Pavement Replacement Slab600A000 1 Lump Sum Mobilization665Q002 500 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 40,200.00)701A227 3 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 300 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 3 Mile Broken Temporary Traffic Stripe701C001 5 Mile Solid Temporary Traffic Stripe701C004 2 Mile Broken Temporary Traffic Stripe (Tape)701C005 4 Mile Solid Temporary Traffic Stripe (Tape)705A031 274 Each Pavement Markers, Class A-H, Type 1-A

IM-I059(371) ETOWAH County- 2 -

726A000 500 Linear Foot Portable Concrete Safety Barriers,Type 6740B000 1791 Square Foot Construction Signs740C000 33 Square Foot Special Construction Signs740D000 300 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








003


IM-NHF-I059(326)TUSCALOOSA COUNTY, Alabama

Sealed bids will be received by the Director of Transportation at the office ofthe Alabama Department of Transportation, Montgomery, Alabama until 10 AM.,August 30, 2013, and at that time publicly opened for constructing thefollowing:

BRIDGE REPLACEMENT AND ADDITIONAL LANES ON I-59 FROM 0.75 MILESSOUTH OF CR-85 (BUTTERMILK ROAD) TO 0.30 MILES SOUTH OF CR-32 INTUSCALOOSA



The Entire Project Shall Be Completed By August 1, 2016.



A mandatoryat the Alabama Department of Transportation, Fifth Division Office Auditorium, 2715 E. Skyland

pre-bid conference is scheduled for 10:30 A.M. on Wednesday, August 21, 2013,

Boulevard, Tuscaloosa, Alabama 35407. Any qualified bidder wishing to bid this project is required to have a company representative present at this mandatoryProposals issued to bidders who fail to attend the

pre-bid conference.mandatory

their attendance will be voided and their bids will not be received nor considered.pre-bid meeting and/or register





201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approx. 47 Acres)

201B001 2 Acre Selective Clearing206A000 1 Lump Sum Removal Of Old Bridge, Station 462+38.67 SBR206A001 1 Lump Sum Removal Of Old Bridge, Station 462+38.67 NBR206B009 1 Lump Sum Removal Of Old Box Culvert, Partial, Station 460+68.54206C003 3094 Square Yard Removing Concrete Flumes206C016 913 Square Yard Removing Concrete Slope Paving (Under Bridges)206D000 343 Linear Foot Removing Pipe206D001 33354 Linear Foot Removing Guardrail206D011 5458 Linear Foot Removing Fence206E000 10 Each Removing Headwalls206E001 26 Each Removing Inlets206E002 2 Each Removing Junction Boxes206E008 45 Each Removing Guardrail End Anchor (All Type)206E040 1 Each Removing Safety Barrier End Section206E041 1 Each Removing Impact Attenuators206E050 3 Each Removing Slope Paved Headwall

IM-NHF-I059(326) TUSCALOOSA County- 2 -

210A000 169049 Cubic Yard Unclassified Excavation210D011 109427 Cubic Yard Borrow Excavation (A-4 Or Better)214A000 10857 Cubic Yard Structure Excavation214B001 3888 Cubic Yard Foundation Backfill, Commercial215B000 1 Lump Sum Cofferdams Or Sheeting And Shoring, Station 462+24.65219A000 121117 Ton Rock Buttress For Landslide Correction243A035 3982 Square Yard Geosynthetic Reinforcement For Soft Soil Stabilization, Type 3243A020 53329 Square Yard Geosynthetic Reinforcement For Reinforced Slopes, Type 1301A012 454726 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305B077 1974 Ton Crushed Aggregate, Section 825, For Miscellaneous Use327C021 35812 Ton Plant Mix Bituminous Base, Leveling, Mix 2327E000 24044 Ton Permeable Asphalt Treated Base401A000 30600 Square Yard Bituminous Treatment A401A043 120220 Square Yard Bituminous Treatment AE405A000 41571 Gallon Tack Coat407B000 27 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 58982 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 119939 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 77061 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410C000 2 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device423A003 32743 Ton Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size423B002 22127 Ton Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size424A280 7032 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A286 3574 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E424B280 3571 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E424B288 5135 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

3/4" Maximum Aggregate Size Mix, ESAL Range E424B581 67679 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B585 7 Ton Superpave Bituminous Concrete Lower Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E424B588 13229 Ton Superpave Bituminous Concrete Lower Binder Layer, Leveling,

3/4" Maximum Aggregate Size Mix, ESAL E424B589 6575 Ton Superpave Bituminous Concrete Lower Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E424C280 7747 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E428C000 92789 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 48307 Ton Aggregate Surfacing (1" Down, Crusher Run)430B050 4189 Ton Aggregate Surfacing(ALDOT#1)450B000 547 Square Yard Reinforced Cement Concrete Bridge End Slab453C000 129 Square Yard Removal Of Concrete Pavement Slab502A000 2116 Pound Steel Reinforcement502A001 231842 Pound Steel Reinforcement (Grade 60)502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta 462+24.65, Approx. 414,398 Lbs505G006 84 Each Pile Points (Type B, 12")505M002 3837 Linear Foot Steel Piling Furnished And Driven (HP 12x53)506A008 468 Linear Foot Drilled Shaft Excavation, 4'-0" Diameter506B003 108 Linear Foot Special Drilled Shaft Excavation, 4'-0" Diameter506C022 576 Linear Foot Drilled Shaft Construction, 4'-0" Diameter, Class DS2 Concrete506D000 270 Linear Foot Exploration Below Drilled Shaft506G002 1 Each Crosshole Sonic Logging, 4'-0" Diameter508A000 16576 Pound Structural Steel510A000 799 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Sta 464+24.65, Approx. 2250 Cu Yds510E000 5982 Square Yard Grooving Concrete Bridge Decks511A083 200 Each Elastomeric Bearing Type 4 (Mark VB4 Modified)513B015 2240 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-54

(Specialty Item)513B029 8043 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-54

Modified (Speciality Item)524B011 24 Cubic Yard Culvert Concrete Extension (Cast In Place)530A001 310 Linear Foot 18" Roadway Pipe (Class 3 R.C.)


530A002 13156 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 37 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A005 8 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A016 164 Linear Foot 42" Roadway Pipe (Class 4 R.C.)530A037 62 Linear Foot 90" Roadway Pipe (Class 4 R.C.)530A100 32 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A101 4 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530A102 64 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530A104 7 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)530A155 99 Linear Foot 24" Roadway Pipe (14 Gauge C.C.S.)530C002 282 Linear Foot 24" Roadway Pipe, Jacked Installation (Smooth Steel)532A065 1125 Linear Foot 18" 14 Gauge CS Spiral-Rib Slotted Drain Pipe(With Variable

Height Grate)533A870 25 Linear Foot 18" Storm Sewer Pipe(14 Gauge CS Spiral-Rib)534E001 2765 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)534F000 825 Linear Foot Cleaning Existing Culvert (Greater Than 48" Horizontal Opening)535A240 90 Linear Foot 12" Side Drain Pipe (PVC)537A000 333 Linear Foot Box Culvert Lining Pipe 90" Diameter538A002 253 Linear Foot 15" Roadway Pipe Rehabilitation538A003 81 Linear Foot 18" Roadway Pipe Rehabilitation538A004 500 Linear Foot 24" Roadway Pipe Rehabilitation538A006 128 Linear Foot 36" Roadway Pipe Rehabilitation600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories605A002 2747 Linear Foot Pavement Edge Drain (Aggregate Filled Underdrain)605B001 7 Each Special Underdrain Outlet, Type B606A000 21117 Linear Foot 6" Underdrain Pipe608A000 5643 Square Yard Separation Geotextile610C000 931 Ton Loose Riprap, Class 1610C001 379 Ton Loose Riprap, Class 2610D003 84542 Square Yard Filter Blanket, Geotextile614A000 88 Cubic Yard Slope Paving614A001 259 Cubic Yard Slope Paving (Under Bridges)619A003 6 Each 24" Roadway Pipe End Treatment, Class 1619A004 2 Each 30" Roadway Pipe End Treatment, Class 1619A005 1 Each 36" Roadway Pipe End Treatment, Class 1619A006 1 Each 42" Roadway Pipe End Treatment, Class 1620A000 27 Cubic Yard Minor Structure Concrete621A002 1 Each Junction Boxes, Type 4 Or 2P621A011 8 Each Junction Boxes, Type 1 Or 1P621A012 1 Each Junction Boxes, Type 3 Or 3P621A013 1 Each Junction Boxes, Type Special621A058 1 Each Junction Boxes, Type 3 (Modified)621B002 1 Each Junction Box Units, Type 4 Or 2P621B011 4 Each Junction Box Units, Type 1 Or 1P621C030 1 Each Inlets, Type "Special"621C054 78 Each Inlets, Type E2621C100 10 Each Inlets, Type PR621D041 130 Each Inlet Units, Type E2621I001 1 Each Stilling Basins, Type 1621I004 2 Each Stilling Basins, Type 4629A080 14060 Linear Foot Concrete Median Or Safety Barrier, Type CSF-56629A081 7073 Linear Foot Concrete Median Or Safety Barrier, CSF-56 SE629A082 63 Linear Foot Concrete Median Or Safety Barrier, CSF-56 PP630A001 9113 Linear Foot Steel Beam Guardrail, Class A, Type 2630A034 719 Linear Foot Steel Beam Guardrail, Class A, Type 2 (8'-0" Post)630C001 15 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C041 1 Each Guardrail End Anchor, Type 22630C050 17 Each Guardrail End Anchor, Type 20 Series635A001 5383 Linear Foot Woven Wire Fence (Metal Post)635B001 1 Each Gate, 14 Feet Wide650A000 10876 Cubic Yard Topsoil652A100 47 Acre Seeding652C000 282 Acre Mowing654A001 21503 Square Yard Solid Sodding (Bermuda)656A010 47 Acre Mulching659C001 28314 Square Yard Erosion Control Product, Type S3659C002 13268 Square Yard Erosion Control Product, Type S2


659C005 1180 Square Yard Erosion Control Product, Type C4659C006 679 Square Yard Erosion Control Product, Type C6665A000 12 Acre Temporary Seeding665B001 36 Ton Temporary Mulching665C010 678 Linear Foot Temporary Pipe665D000 5595 Linear Foot Temporary Wire Fence (Including Posts)665D001 4 Each Temporary Pipe End Treatment665E000 33387 Square Yard Polyethylene665F000 836 Each Hay Bales665G000 5936 Each Sand Bags665H005 3772 Linear Foot Flow Baffle665I000 762 Ton Temporary Riprap, Class 2665J002 25980 Linear Foot Silt Fence665K000 603 Cubic Yard Drainage Sump Excavation665N000 1440 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 154 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 25980 Linear Foot Silt Fence Removal665P005 95 Each Inlet Protection, Stage 3 Or 4665Q002 18610 Linear Foot Wattle665T000 2415 Linear Foot Temporary Earth Berms665V001 1682 Pound Flocculant Powder665W001 290 Each Flocculant Block665X000 15 Each Basin Dewatering Device666A001 47 Acre Pest Control Treatment672A100 1 Each Active Treatment System, 500 GPM672B100 12 Each Active Treatment System, 500 GPM, Operating Day672D000 2 Each Contractor Retained Tubidimeter680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 2,013,000.00)701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 12 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 19 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B027 770 Linear Foot Dotted, Class W, Type A Traffic Stripe (5" Wide)701B207 8504 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 50 Mile Broken Temporary Traffic Stripe701C001 66 Mile Solid Temporary Traffic Stripe701D005 17 Mile Solid Traffic Stripe Removed701D013 9 Mile Broken Traffic Stripe Removed701E006 7700 Linear Foot Solid Temporary Traffic Stripe (Removable Tape)701G142 1540 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 770 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 770 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 9400 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 850 Linear Foot Broken Traffic Stripe Removed (Tape)703A002 8349 Square Foot Traffic Control Markings, Class 2, Type A703A011 35 Square Foot Traffic Control Markings, Class W, Type A703D002 85 Square Foot Temporary Traffic Control Markings (Paint)705A011 14300 Each Pavement Markers, Class C, Type 1-A705A012 3600 Each Pavement Markers, Class C, Type 1-B705A030 505 Each Pavement Markers, Class A-H, Type 2-C705A031 2164 Each Pavement Markers, Class A-H, Type 1-A705A032 239 Each Pavement Markers, Class A-H, Type 1-B707A007 50 Each Type 2, Clear Delineator Installation709A000 8 Each Milepost, Type A710A115 701 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel


Sign Panels 14 Gauge (Type IX Background)710A140 1650 Square Foot Class 6, Aluminum Multiple Flat Sign Panels 0.125" Thick Or

Steel Multiple Flat Sign Panels 12 Gauge(Ty. III Background)710A141 404 Square Foot Class 6, Aluminum Flat Sign Panels 0.125" Thick Or Steel

Flat Sign Panels 12 Gauge (Type III Background)710B004 24 Linear Foot Roadway Sign Post (3" O.D. Steel Uniform Diameter)710B006 98 Linear Foot Roadway Sign Post (S4 x 7.7 Steel Beam)710B007 48 Linear Foot Roadway Sign Post (W6 x 15 Steel Beam)710B008 304 Linear Foot Roadway Sign Post (W8 x 18 Steel Beam)710B011 140 Linear Foot Roadway Sign Post (W6 x 12 Steel Beam)710B012 226 Linear Foot Roadway Sign Post (W8 x 21 Steel Beam)710B021 1054 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)


710C000 1 Lump Sum Removal Of Existing Roadway Signs726A000 45000 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 60 Linear Foot Portable Concrete Safety Barriers,Type 6-A726A005 1500 Linear Foot Portable Concrete Safety Barriers,Type 6(Bridge Bolted)726D025 6 Each Portable Impact Attenuator Assembly (Unidirectional,TL-3)728A000 2 Each Truck Mounted Impact Attenuator Unit731B000 1 Each Pole for Mounting Traffic Detection Equipment740B000 3384 Square Foot Construction Signs740C000 553 Square Foot Special Construction Signs740D000 725 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740F002 6 Each Barricades, Type III740I002 3 Each Warning Lights, Type B740L004 440 Each Vertical Panel, Type II (Single-Sided)740M001 100 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2742A003 2 Each Portable Changeable Message Sign, Type 3751G025 17 Each Remove & Store Roadway Luminaire Assembly751J006 21 Each Remove Luminaire Pole Foundation, Concrete751M000 1 Lump Sum Remove Conductors999 000 5600 Hour Trainee Hours At 80 Cents Per Hour








006


BRF-0006(541)BIBB COUNTY, Alabama


BRIDGE REPLACEMENT (GRADE, DRAIN, BASE, PAVE, AND CULVERT) ONSR-6 (US-82) OVER OAKMULGEE CREEK NORTH OF THE BIBB COUNTY LINE



The Entire Project Shall Be Completed In One Hundred Forty-Five(145) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 per acre)(Approximately 7 acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station 733+59.74 - 735+29.74206C010 5 Square Yard Removing Concrete Driveway206D000 77 Linear Foot Removing Pipe206D001 500 Linear Foot Removing Guardrail206D011 1515 Linear Foot Removing Fence206E000 4 Each Removing Headwalls206E001 1 Each Removing Inlets206E008 16 Each Removing Guardrail End Anchor (All Type)210A000 24120 Cubic Yard Unclassified Excavation210D011 30002 Cubic Yard Borrow Excavation (A-4 Or Better)214A000 1542 Cubic Yard Structure Excavation214B001 206 Cubic Yard Foundation Backfill, Commercial230A000 12 Roadbed Station Roadbed Processing235A000 1 Lump Sum Detour Bridge At Station 33+85 - Station 35+55260A001 27 Cubic Yard Cement Mortar Flowable Backfill, Mix 2301A012 7020 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness

BRF-0006(541) BIBB County- 2 -

305B077 291 Ton Crushed Aggregate, Section 825, For Miscellaneous Use401A000 6480 Square Yard Bituminous Treatment A405A000 1474 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 7567 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A360 542 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A361 831 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424A364 300 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424A367 300 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B651 1398 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"


Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B662 179 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B681 2191 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 2000 Linear Foot Scoring Bituminous Pavement Surface By Cutting502A000 52891 Pound Steel Reinforcement524A010 309 Cubic Yard Culvert Concrete530A004 191 Linear Foot 36" Roadway Pipe (Class 3 R.C.)535A002 74 Linear Foot 24" Side Drain Pipe535B011 56 Linear Foot 22" Span, 14" Rise Side Drain Pipe600A000 1 Lump Sum Mobilization610C001 2995 Ton Loose Riprap, Class 2610D003 6390 Square Yard Filter Blanket, Geotextile618B003 67 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A055 3 Each 36" Roadway Pipe End Treatment, Class 2619A102 2 Each 24" Side Drain Pipe End Treatment, Class 1619B116 2 Each 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1629A004 152 Linear Foot Concrete Median Or Safety Barrier, Type 4A (Modified)630A001 600 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 8 Each Guardrail End Anchor, Type 13630C050 8 Each Guardrail End Anchor, Type 20 Series636A002 1515 Linear Foot Barbed Wire Fence, 5 Strands, 5 Feet High641A742 1800 Linear Foot 3 Inch P.V.C. Water Main Laid641O508 2 Each 3 Inch x 3 Inch Tapping Valve And Sleeve641P535 1 Each 3 Inch Service Tap649A850 300 Linear Foot 8 Inch HDPE Encasement Pipe, Type 3 Installation650A000 3371 Cubic Yard Topsoil652A100 7 Acre Seeding652C000 7 Acre Mowing654A001 1021 Square Yard Solid Sodding (Bermuda)656A010 7 Acre Mulching659C002 245 Square Yard Erosion Control Product, Type S2659C005 1021 Square Yard Erosion Control Product, Type C4665A000 7 Acre Temporary Seeding665B001 14 Ton Temporary Mulching665E000 581 Square Yard Polyethylene665G000 200 Each Sand Bags665I000 1462 Ton Temporary Riprap, Class 2665J002 3282 Linear Foot Silt Fence665N000 339 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 328 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 3282 Linear Foot Silt Fence Removal665Q002 220 Linear Foot Wattle665Y000 11 Set Flocculant Sock666A001 7 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 102,250.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 1 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe

BRF-0006(541) BIBB County- 3 -

701C006 1 Mile Solid Temporary Traffic Stripe (Removable Tape)701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)705A011 284 Each Pavement Markers, Class C, Type 1-A705A023 126 Each Pavement Markers, Class C, Type 2-D705A032 15 Each Pavement Markers, Class A-H, Type 1-B705A037 33 Each Pavement Markers, Class A-H, Type 2-D740B000 585 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740L006 18 Each Vertical Panel, Type II (Double-Sided)740M001 50 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2








007


APD-0355(507)FRANKLIN COUNTY, Alabama


ADDTIONAL LANES (GRADE, DRAIN, BASE, PAVE, AND CULVERT) ON SR-24(CORRIDOR V) FROM DEMPSEY TO 3 MILES WEST OF THE RUSSELLVILLECITY LIMITS



The Entire Project Shall Be Completed In Three Hundred Seventy-Five(375) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 per Acre)(Approximately 1 Acre)

206D000 3967 Linear Foot Removing Pipe206D001 6120 Linear Foot Removing Guardrail206D011 360 Linear Foot Removing Fence206E000 11 Each Removing Headwalls206E001 5 Each Removing Inlets206E008 16 Each Removing Guardrail End Anchor (All Type)210A000 88238 Cubic Yard Unclassified Excavation210D000 8809 Cubic Yard Borrow Excavation214A000 1355 Cubic Yard Structure Excavation214B001 374 Cubic Yard Foundation Backfill, Commercial230A000 420 Roadbed Station Roadbed Processing231B002 2817 Ton Roadbed Stabilizing Material, ALDOT #410 (Modified)231C000 418 Roadbed Station Stabilizing Roadbed With In-Place Material232A015 63209 Square Yard Lime Stabilization, Class 2, 9 Inches Thick232B000 725 Ton Lime

APD-0355(507) FRANKLIN County- 2 -

260A025 31 Cubic Yard Low Strength Cement Mortar, Mix 1301A008 211944 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness305B077 8056 Ton Crushed Aggregate, Section 825, For Miscellaneous Use327A021 19028 Ton Plant Mix Bituminous Base, Mix 2401A000 63209 Square Yard Bituminous Treatment A401A006 201763 Square Yard Bituminous Treatment G405A000 20457 Gallon Tack Coat407B000 23 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 222517 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410B000 1 Each State Furnished Profilograph410H000 1 Each Material Remixing Device424A360 32525 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range A/B424B650 47265 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424C360 32423 Ton Superpave Bituminous Concrete Base Layer, 1"


Maximum Aggregate Size Mix, ESAL Range C/D428C000 167040 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B014 691 Ton Aggregate Surfacing (ALDOT #410 Modified)450B000 160 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 24578 Pound Steel Reinforcement524A010 135 Cubic Yard Culvert Concrete530A001 464 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 358 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A006 26 Linear Foot 48" Roadway Pipe (Class 3 R.C.)530B001 98 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610C001 78 Ton Loose Riprap, Class 2610D003 2599 Square Yard Filter Blanket, Geotextile614A000 144 Cubic Yard Slope Paving619A002 4 Each 18" Roadway Pipe End Treatment, Class 1619A003 5 Each 24" Roadway Pipe End Treatment, Class 1619A007 1 Each 48" Roadway Pipe End Treatment, Class 1619B281 2 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 2 (Double Line)620A000 2 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P621C020 46 Each Inlets, Type Y621C132 15 Each Inlets, Type Y (Modified)621D019 1 Each Inlet Units, Type Y621D055 3 Each Inlet Units, Type Y (Modified)630A001 13126 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 6 Each Guardrail End Anchor, Type 13630C050 28 Each Guardrail End Anchor, Type 20 Series630C070 6 Each Guardrail End Anchor, Type 10 Series636A002 186 Linear Foot Barbed Wire Fence, 5 Strands, 5 Feet High650A000 8264 Cubic Yard Topsoil650B000 1686 Cubic Yard Topsoil From Stockpiles652A100 19 Acre Seeding652C000 29 Acre Mowing654A001 1089 Square Yard Solid Sodding (Bermuda)656A010 19 Acre Mulching665A000 19 Acre Temporary Seeding665B001 57 Ton Temporary Mulching665C010 1000 Linear Foot Temporary Pipe665G000 3090 Each Sand Bags665J002 4020 Linear Foot Silt Fence665N003 1500 Ton Temporary Coarse Aggregate,ALDOT Number 2665O001 4020 Linear Foot Silt Fence Removal665P005 73 Each Inlet Protection, Stage 3 Or 4665Q002 3190 Linear Foot Wattle665V001 3190 Pound Flocculant Powder666A001 19 Acre Pest Control Treatment

APD-0355(507) FRANKLIN County- 3 -

680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 875,000.00)701A227 20 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 26 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 19 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701C000 17 Mile Broken Temporary Traffic Stripe701C001 48 Mile Solid Temporary Traffic Stripe701E003 2040 Linear Foot Solid Temporary Traffic Stripe (Tape)701G142 989 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 989 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 989 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G161 989 Linear Foot Broken Black, Class W, Type B Traffic Stripe (5" Wide)701G252 1300 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip)701H002 2040 Linear Foot Solid Traffic Stripe Removed (Tape)703A002 2476 Square Foot Traffic Control Markings, Class 2, Type A703B002 1883 Square Foot Traffic Control Legends, Class 2, Type A703D001 1078 Square Foot Temporary Traffic Control Markings705A011 497 Each Pavement Markers, Class C, Type 1-A705A012 497 Each Pavement Markers, Class C, Type 1-B705A023 517 Each Pavement Markers, Class C, Type 2-D705A024 68 Each Pavement Markers, Class C, Type 2-E705A030 381 Each Pavement Markers, Class A-H, Type 2-C705A031 1168 Each Pavement Markers, Class A-H, Type 1-A705A037 81 Each Pavement Markers, Class A-H, Type 2-D709A000 18 Each Milepost, Type A710A115 365 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel


Sign Panels 14 Gauge (Type IX Background)710B021 1526 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)730Y000 1 Lump Sum Furnishing And Installing Pedestal Pole And Foundation With

Flashing Beacon730Y001 1 Lump Sum Furnishing And Installing Pedestal Pole And Foundation With








Flashing Beacon740B000 1835 Square Foot Construction Signs740D000 1350 Each Channelizing Drums740E000 400 Each Cones (36 Inches High)740F002 100 Each Barricades, Type III740I002 49 Each Warning Lights, Type B740M001 400 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A003 2 Each Portable Changeable Message Sign, Type 3999 000 1760 Hour Trainee Hours At 80 Cents Per Hour








015

Notice To ContractorsFederal Aid Project No.ACAA60255-ATRP(001)MOBILE COUNTY, Alabama


CONCRETE PAVEMENT REMOVAL, GRADE, DRAIN, BASE, AND PAVE ONBROAD STREET FROM 15TH STREET TO APPROXIMATELY 700 FEET SOUTH OFI-10 IN MOBILE



The Entire Project Shall Be Completed By July 31, 2014.


A Bidding Proposal may be purchased for $ 5.00.Plans may be purchased for $ 24.00 per set.





201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approximately 4 Acres)

206C000 2431 Square Yard Removing Concrete Sidewalk206C001 13711 Square Yard Removing Concrete Pavement206C010 1053 Square Yard Removing Concrete Driveway206D000 3451 Linear Foot Removing Pipe206D003 7331 Linear Foot Removing Curb And Gutter206D005 994 Linear Foot Removing Gutter206D011 1334 Linear Foot Removing Fence206D030 10755 Linear Foot Removing Utility Lines206E001 37 Each Removing Inlets206E003 45 Each Removing Manholes210A000 11190 Cubic Yard Unclassified Excavation210D022 7710 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-2-4(0) Or A-4(0)214A000 6274 Cubic Yard Structure Excavation214B000 5357 Cubic Yard Foundation Backfill, Local214B001 1607 Cubic Yard Foundation Backfill, Commercial230A000 43 Roadbed Station Roadbed Processing

ACAA60255-ATRP(001) MOBILE County- 2 -

243A034 13400 Square Yard Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2301A012 20550 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 20550 Square Yard Bituminous Treatment A405A000 1232 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A360 1595 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range C/D424B681 3085 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B685 100 Ton Superpave Bituminous Concrete Lower Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B689 200 Ton Superpave Bituminous Concrete Lower Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D430B040 250 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)530A001 584 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 200 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A004 116 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530B001 140 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)530B004 80 Linear Foot 44" Span, 27" Rise Roadway Pipe (Class 3 R.C.)533A098 936 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 308 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)533A100 684 Linear Foot 30" Storm Sewer Pipe (Class 3 R.C.)533A101 200 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)533A103 1256 Linear Foot 48" Storm Sewer Pipe (Class 3 R.C.)533B098 92 Linear Foot 22" Span, 14" Rise Storm Sewer Pipe (Class 3 R.C.)533B101 20 Linear Foot 44" Span, 27" Rise Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 29 Each Right Of Way Markers606B027 1000 Linear Foot 6" Underdrain Pipe, Type 8 With Filter Fabric610D003 230 Square Yard Filter Blanket, Geotextile618A000 3579 Square Yard Concrete Sidewalk, 4" Thick618B003 758 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)620A000 3 Cubic Yard Minor Structure Concrete621A011 10 Each Junction Boxes, Type 1 Or 1P621A022 1 Each Junction Boxes, Type 1 (Modified)621B011 10 Each Junction Box Units, Type 1 Or 1P621C001 2 Each Inlets, Type B621C015 24 Each Inlets, Type S1 Or S3 (1 Wing)621C017 12 Each Inlets, Type S1 Or S3 (2 Wing)621C030 5 Each Inlets, Type "Special"621C065 2 Each Inlets, Type S (Modified) (1 Wing)621C066 1 Each Inlets, Type S (Modified) (2 Wing)621C094 4 Each Inlets, Type S1 Or S3 (Partial)621D015 38 Each Inlet Units, Type S1 Or S3621D032 10 Each Inlet Units, Type Special621E002 3 Each Manholes, Type L622A000 7 Each Manhole Covers Reset623A004 1017 Linear Foot Concrete Gutter (Modified)623A005 22 Linear Foot Concrete Gutter (2' 0" Wide)623B001 34 Linear Foot Concrete Curb, Type N Special623C000 263 Linear Foot Combination Curb & Gutter, Type C623C003 7147 Linear Foot Combination Curb & Gutter, Type C (Modified)634A000 105 Linear Foot Industrial Fence, 4 Feet High641A514 114 Linear Foot 1 Inch Copper Water Service Line Laid641A568 90 Linear Foot 2 Inch P.V.C. Water Service Line Laid641A682 544 Linear Foot 6 Inch Ductile Iron Water Main Laid (Restrained Joint)641A684 3816 Linear Foot 8 Inch Ductile Iron Water Main Laid (Restrained Joint)641A686 160 Linear Foot 10 Inch Ductile Iron Water Main Laid (Restrained Joint)641A740 20 Linear Foot 2 Inch P.V.C. Water Main Laid641C500 5038 Pound Ductile Iron Fittings641D500 11 Each Fire Hydrant641J510 4 Each 2 Inch Gate Valve With Box641J516 9 Each 6 Inch Gate Valve With Box641J518 4 Each 8 Inch Gate Valve With Box641J520 2 Each 10 Inch Gate Valve With Box


641L500 60 Cubic Yard Concrete for Water Mains (Thrust Blocks)641M512 29 Each 6 Inch Retainer Gland641M514 112 Each 8 Inch Retainer Gland641M516 24 Each 10 Inch Retainer Gland641M518 2 Each 12 Inch Retainer Gland641N520 9 Each 8 Inch x 6 Inch Anchor Tee641N530 1 Each 10 Inch x 6 Inch Anchor Tee641O514 1 Each 6 Inch x 6 Inch Tapping Valve And Sleeve641O518 1 Each 8 Inch x 6 Inch Tapping Valve And Sleeve641O552 1 Each 12 Inch x 10 Inch Tapping Valve And Sleeve641P520 6 Each 1 Inch Service Tap641Q515 6 Each 1 Inch Water Meter And Box Set641S500 1 Each Valve Box Reset645A548 2459 Linear Foot 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid645A562 1632 Linear Foot 24 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid645A656 1422 Linear Foot 12 Inch P.V.C. Sanitary Sewer Force Main Pipe Laid645C500 200 Pound Ductile Iron Fittings645D518 144 Each 12 Inch Retainer Gland645E524 1346 Linear Foot 6 Inch P.V.C. Stacks And Laterals645F510 692 Linear Foot 8 Inch Abandon Existing Sanitary Sewer645F545 489 Linear Foot 24 Inch Abandon Existing Sanitary Sewer645G515 47 Each 6 Inch Sanitary Sewer Lateral Cleanout645H510 20 Each 48 Inch Manhole645H540 7 Each 60 Inch Manhole650A000 1000 Cubic Yard Topsoil650B000 500 Cubic Yard Topsoil From Stockpiles654A001 12000 Square Yard Solid Sodding (Bermuda)665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665E000 7500 Square Yard Polyethylene665F000 200 Each Hay Bales665G000 500 Each Sand Bags665J002 8800 Linear Foot Silt Fence665K000 300 Cubic Yard Drainage Sump Excavation665N000 100 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 8800 Linear Foot Silt Fence Removal665P005 42 Each Inlet Protection, Stage 3 Or 4665Q002 1000 Linear Foot Wattle666A001 4 Acre Pest Control Treatment674A000 2000 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 202,000.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 230 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 7 Mile Solid Temporary Traffic Stripe703A002 4051 Square Foot Traffic Control Markings, Class 2, Type A703B002 45 Square Foot Traffic Control Legends, Class 2, Type A703D001 601 Square Foot Temporary Traffic Control Markings705A011 70 Each Pavement Markers, Class C, Type 1-A705A023 75 Each Pavement Markers, Class C, Type 2-D705A030 175 Each Pavement Markers, Class A-H, Type 2-C705A032 250 Each Pavement Markers, Class A-H, Type 1-B705A037 300 Each Pavement Markers, Class A-H, Type 2-D705A038 30 Each Pavement Markers, Class A-H, Type 2-E710A115 44 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)710C000 1 Lump Sum Removal Of Existing Roadway Signs726A000 500 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 20 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D021 2 Each Portable Impact Attenuator Assembly (Bi-directional,TL-2)740B000 917 Square Foot Construction Signs740C000 33 Square Foot Special Construction Signs


740D000 250 Each Channelizing Drums740E000 150 Each Cones (36 Inches High)740F002 26 Each Barricades, Type III740I002 12 Each Warning Lights, Type B740M001 150 Each Ballast For Cone742A002 3 Each Portable Changeable Message Sign, Type 1750D200 27 Each Electrical Junction Box,Type 1750E113 3395 Linear Foot Conduit, 1 1/4 Inch, Rigid Nonmetallic750E205 150 Linear Foot Conduit, 5 Inch, Rigid Nonmetallic, double line756A013 230 Linear Foot 1 1/4" Electrical Conduit, 1 Line, Type 3 Installation








019


ACBRZ58315-ATRP(001) & ACBRZ58316-ATRP(001)CONECUH COUNTY, Alabama


BRIDGE REPLACEMENTS ON CR-30 OVER MURDER CREEK & ON CR-22 OVER TRIBUTARY TO CANE CREEK NEAR LYEFFION



The Entire Project Shall Be Completed In Eighty(80) Working Days.







206A000 1 Lump Sum Removal Of Old Bridge, Station 9+75.59206A001 1 Lump Sum Removal Of Old Bridge, Station 9+84.59210A000 350 Cubic Yard Unclassified Excavation214A000 785 Cubic Yard Structure Excavation214B001 1142 Cubic Yard Foundation Backfill, Commercial243A034 1178 Square Yard Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2430B040 150 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)502A000 56982 Pound Steel Reinforcement524A011 322 Cubic Yard Culvert Concrete (Cast In Place)600A000 1 Lump Sum Mobilization608A000 539 Square Yard Separation Geotextile610C001 656 Ton Loose Riprap, Class 2610D003 310 Square Yard Filter Blanket, Geotextile665J002 574 Linear Foot Silt Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 13,140.00)740B000 699 Square Foot Construction Signs740F002 22 Each Barricades, Type III

ACBRZ58315-ATRP(001) , ETC. CONECUH County- 2 -

740I002 8 Each Warning Lights, Type B








025

Notice To ContractorsFederal Aid Project No.ACNU58472-ATRP(001)SUMTER COUNTY, Alabama


BRIDGE REPLACEMENT (PRECAST) ON HOPKINS STREET OVER UNNAMEDTRIBUTARY IN LIVINGSTON



The Entire Project Shall Be Completed In Forty-five(45) Working Days.






201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approximately 1 Acre)

206B000 1 Lump Sum Removal Of Old Box Culvert, Station 2+46210A000 437 Cubic Yard Unclassified Excavation210D001 396 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)405A000 35 Gallon Tack Coat408A052 245 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 55 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B636 57 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B424B638 15 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1/2"Maximum Aggregate Size Mix, ESAL Range A/B424B666 74 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 50 Ton Aggregate Surfacing (1" Down, Crusher Run)505A002 1 Each Steel Test Piles (HP 12x53)505B057 1 Each Static Loading Tests (HP 12x53)505M002 655 Linear Foot Steel Piling Furnished And Driven (HP 12x53)507A000 2 Each Wire Rope Abutment Anchor Assembly

ACNU58472-ATRP(001) SUMTER County- 2 -

511A000 22 Each Elastomeric Bearing Type 1512A014 2 Each Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By

33'-0" Long512C002 6 Each Precast Concrete Type 1 Span Section, 3'-6" Wide By 1'-5"

Deep By 24'-0" Long512C006 2 Each Precast Concrete Type 2C Span Section, 3'-6" Wide By 1'-

5" Deep By 24'-0" Long512D012 2 Each Precast Concrete Barrier Rail End Section, 24'-0" Long512E002 8 Each Precast Concrete Abutment Panels, Type A3512E021 8 Each Precast Concrete Abutment Panels, Type A6512F002 4 Each Precast Concrete Wing Panels, Type W3512F008 4 Each Precast Concrete Wing Panels, Type W6512G000 4 Each Precast Concrete Abutment Wing Cap Panels600A000 1 Lump Sum Mobilization610C001 75 Ton Loose Riprap, Class 2610D003 95 Square Yard Filter Blanket, Geotextile630A001 38 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 1 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C050 3 Each Guardrail End Anchor, Type 20 Series645A670 290 Linear Foot 4 Inch HDPE Sanitary Sewer Force Main Pipe Laid646A717 590 Linear Foot 3 Inch Polyethylene Gas Main Laid650A000 220 Cubic Yard Topsoil650B000 45 Cubic Yard Topsoil From Stockpiles652A100 1 Acre Seeding656A010 1 Acre Mulching665I000 15 Ton Temporary Riprap, Class 2665J002 750 Linear Foot Silt Fence665O001 750 Linear Foot Silt Fence Removal665Q002 50 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 7000.00)701G249 600 Linear Foot Solid White, Class 2, Type A Traffic Stripe701G263 600 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe740B000 203 Square Foot Construction Signs740C000 15 Square Foot Special Construction Signs740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B








026


STPAA-0019(504) & ACNU58685-ATRP(001)FRANKLIN COUNTY, Alabama


LANE ADDITION, PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-19FROM THE JUNCTION OF SR-172 IN VINA TO THE JUNCTION OF SR-24 INRED BAY AND THE VINA INDUSTRIAL PARK ENTRANCE



The Entire Project Shall Be Completed In Sixty-five(65) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre) (Approximately 1 Acre)

210A000 2514 Cubic Yard Unclassified Excavation210D021 1010 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)301A012 2313 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305B077 2590 Ton Crushed Aggregate, Section 825, For Miscellaneous Use401A000 2313 Square Yard Bituminous Treatment A405A000 12741 Gallon Tack Coat407B000 9 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 127403 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 9600 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B651 347 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D

STPAA-0019(504) , ETC. FRANKLIN County- 2 -

424B653 500 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

424B657 6093 Ton Superpave Bituminous Concrete Upper Binder Layer,Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

424C360 405 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

530A000 139 Linear Foot 15" Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization619A001 2 Each 15" Roadway Pipe End Treatment, Class 1650A000 434 Cubic Yard Topsoil652A100 1 Acre Seeding656A010 1 Acre Mulching665F000 28 Each Hay Bales665J002 2783 Linear Foot Silt Fence665O001 2783 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 88,000.00)701A227 17 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 14 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 373 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 11 Mile Broken Temporary Traffic Stripe701C001 91 Mile Solid Temporary Traffic Stripe703A002 2227 Square Foot Traffic Control Markings, Class 2, Type A703B002 45 Square Foot Traffic Control Legends, Class 2, Type A703D001 1280 Square Foot Temporary Traffic Control Markings705A030 33 Each Pavement Markers, Class A-H, Type 2-C705A032 454 Each Pavement Markers, Class A-H, Type 1-B705A037 868 Each Pavement Markers, Class A-H, Type 2-D705A038 140 Each Pavement Markers, Class A-H, Type 2-E740B000 1035 Square Foot Construction Signs740D000 68 Each Channelizing Drums740E000 300 Each Cones (36 Inches High)740F002 2 Each Barricades, Type III740M001 300 Each Ballast For Cone740O000 1 Each Pilot Car








027

Notice To ContractorsFederal Aid Project No.ACNU58686-ATRP(001)BLOUNT COUNTY, Alabama


RESURFACING, TRAFFIC STRIPE, GUARDRAIL, AND DRAINAGE ON CR-27FROM THE ST CLAIR COUNTY LINE TO THE JUNCTION OF CR-29 NORTH OFHIGHLAND LAKE



The Entire Project Shall Be Completed In Ninety(90) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre) (Approximately 1 Acre)

206D000 1556 Linear Foot Removing Pipe206D001 45 Linear Foot Removing Guardrail206E008 6 Each Removing Guardrail End Anchor (All Type)209A000 122 Each Mailbox Reset, Single210A000 94 Cubic Yard Unclassified Excavation210D011 2730 Cubic Yard Borrow Excavation (A-4 Or Better)214B001 10 Cubic Yard Foundation Backfill, Commercial305B071 880 Ton Coarse Aggregate, Section 801, For Miscellaneous Use401A004 120536 Square Yard Bituminous Treatment E401A006 500 Square Yard Bituminous Treatment G405A000 3703 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 10020 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B424A347 500 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

ACNU58686-ATRP(001) BLOUNT County- 2 -

424B640 500 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B

430B043 992 Ton Aggregate Surfacing (1" Down, Crusher Run)530A002 43 Linear Foot 24" Roadway Pipe (Class 3 R.C.)535A078 1104 Linear Foot 15" Side Drain Pipe (Class 3 R.C.)535A080 284 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)535A085 100 Linear Foot 24" Side Drain Pipe (Class 3 R.C.)535A086 78 Linear Foot 30" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610C000 25 Ton Loose Riprap, Class 1610D003 576 Square Yard Filter Blanket, Geotextile619A003 2 Each 24" Roadway Pipe End Treatment, Class 1630A001 6540 Linear Foot Steel Beam Guardrail, Class A, Type 2630C070 32 Each Guardrail End Anchor, Type 10 Series650A000 1490 Cubic Yard Topsoil652A100 9 Acre Seeding656A010 9 Acre Mulching665A000 9 Acre Temporary Seeding665B001 18 Ton Temporary Mulching665J002 12466 Linear Foot Silt Fence665O001 12466 Linear Foot Silt Fence Removal665Q002 1180 Linear Foot Wattle666A001 9 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 81,000.00)701A231 20 Mile Solid White, Class 2, Type A Traffic Stripe701A235 8 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 10 Mile Broken Temporary Traffic Stripe701C001 16 Mile Solid Temporary Traffic Stripe701G144 400 Linear Foot Solid White, Class W, Type A Traffic Stripe701G152 400 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe701G251 250 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)701H000 800 Linear Foot Solid Traffic Stripe Removed (Paint)703A002 574 Square Foot Traffic Control Markings, Class 2, Type A703B002 152 Square Foot Traffic Control Legends, Class 2, Type A703D002 134 Square Foot Temporary Traffic Control Markings (Paint)703E002 96 Square Foot Temporary Traffic Control Legends (Paint)705A032 170 Each Pavement Markers, Class A-H, Type 1-B705A037 1024 Each Pavement Markers, Class A-H, Type 2-D707B004 4 Each Type B Hazard Marker Installation710A115 565 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)740B000 837 Square Foot Construction Signs740D000 150 Each Channelizing Drums740O000 1 Each Pilot Car








028

Notice To ContractorsFederal Aid Project No.ACNU59447-ATRP(001)

COVINGTON COUNTY, Alabama


WIDENING, LEVELING, AND RESURFACING ON CR-73 FROM CR-47 TO SR-12(US-84) WEST OF BABBIE



The Entire Project Shall Be Completed In Thirty(30) Working Days.







210D021 1500 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 278 Station Machine Grading Shoulders405A000 930 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 2674 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424B647 540 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization652A100 6 Acre Seeding652C000 6 Acre Mowing656A010 6 Acre Mulching665J002 150 Linear Foot Silt Fence665O001 150 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 18,325.00)740B000 382 Square Foot Construction Signs

ACNU59447-ATRP(001) COVINGTON County- 2 -

740O000 1 Each Pilot Car








029


ACNU60454-ATRP(001) & STPNU-4700(211)MARION COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-20 FROM CR-25 TO CR-29NORTH OF HAMILTON & ON CR-46 FROM SR-129 TO SR-233 NORTH OFBRILLIANT



The Entire Project Shall Be Completed In Forty-Five(45) Working Days.







210D001 2629 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)405A000 7077 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 8722 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B643 10160 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B047 4656 Ton Aggregate Surfacing (3/4" Down,Crusher Run)600A000 1 Lump Sum Mobilization652A100 2 Acre Seeding656A010 2 Acre Mulching665F000 35 Each Hay Bales665J002 2220 Linear Foot Silt Fence665O001 2220 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 93,760.00)

ACNU60454-ATRP(001) , ETC. MARION County- 2 -

701A231 18 Mile Solid White, Class 2, Type A Traffic Stripe701A235 14 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 8 Mile Broken Temporary Traffic Stripe701C001 28 Mile Solid Temporary Traffic Stripe703A002 422 Square Foot Traffic Control Markings, Class 2, Type A705A032 358 Each Pavement Markers, Class A-H, Type 1-B705A037 1611 Each Pavement Markers, Class A-H, Type 2-D740B000 258 Square Foot Construction Signs740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone740O000 1 Each Pilot Car








032

Notice To ContractorsFederal Aid Project No.ACOA58424-ATRP(001)

BALDWIN COUNTY, Alabama


STORM DRAINAGE REPAIRS ON CHURCH STREET FROM FELS AVENUE TOMORPHY AVENUE IN FAIRHOPE








The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $112,613 To $137,638

The Principal Items Of Work Are Approximately As Follows:

206C000 269 Square Yard Removing Concrete Sidewalk206C001 320 Square Yard Removing Concrete Pavement206D000 416 Linear Foot Removing Pipe206D003 312 Linear Foot Removing Curb And Gutter206E001 3 Each Removing Inlets210D022 210 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-2-4(0) Or A-4(0)214A000 402 Cubic Yard Structure Excavation214B000 42 Cubic Yard Foundation Backfill, Local214B001 42 Cubic Yard Foundation Backfill, Commercial405A000 120 Gallon Tack Coat408A052 1378 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A363 93 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B655 14 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D530A003 56 Linear Foot 30" Roadway Pipe (Class 3 R.C.)533A098 55 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 225 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)533A100 36 Linear Foot 30" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization

ACOA58424-ATRP(001) BALDWIN County- 2 -

610D003 18 Square Yard Filter Blanket, Geotextile618A000 269 Square Yard Concrete Sidewalk, 4" Thick621C015 1 Each Inlets, Type S1 Or S3 (1 Wing)621C030 1 Each Inlets, Type "Special"621C163 1 Each Inlets, Type S3 (Modified)621D015 2 Each Inlet Units, Type S1 Or S3621D053 1 Each Inlet Units, Type S3 (Modified)623A004 287 Linear Foot Concrete Gutter (Modified)623C003 12 Linear Foot Combination Curb & Gutter, Type C (Modified)650A000 15 Cubic Yard Topsoil654A003 52 Square Yard Solid Sodding (Centipede)665E000 500 Square Yard Polyethylene665G000 20 Each Sand Bags665J002 290 Linear Foot Silt Fence665O001 290 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 90 Linear Foot Wattle674A000 200 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 6,000.00)701G253 1378 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)701G265 645 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)703A002 475 Square Foot Traffic Control Markings, Class 2, Type A740B000 76 Square Foot Construction Signs740D000 25 Each Channelizing Drums740F002 4 Each Barricades, Type III740I002 8 Each Warning Lights, Type B








033


ACOA58553-ATRP(001), ACNU58563-ATRP(001) & ACNU58561-ATRP(001)PIKE COUNTY, Alabama


PLANING, WIDENING, RESURFACING, GUARDRAIL, & TRAFFIC STRIPE ONCR-5513 FROM CR-5516 TO CR-5511; ON CR-3316 FROM SR-167 TOCR-3310 IN BRUNDIDGE; & ON CR-4404 FROM SR-93 TO SR-130



The Entire Project Shall Be Completed In Sixty(60) Working Days.







206D001 476 Linear Foot Removing Guardrail206D002 68 Linear Foot Removing Curb210D021 15136 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 1593 Station Machine Grading Shoulders401A006 79869 Square Yard Bituminous Treatment G405A000 9828 Gallon Tack Coat407B000 17 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 97227 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 2083 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424A361 13589 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B635 2423 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B651 15010 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D

ACOA58553-ATRP(001) , ETC. PIKE County- 2 -

424B655 1200 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424B662 1215 Ton Superpave Bituminous Concrete Upper Binder Layer,Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D

600A000 1 Lump Sum Mobilization630A004 476 Linear Foot Steel Beam Guardrail, Class B, Type 2630C022 8 Each Guardrail End Anchor, Type Special630C050 8 Each Guardrail End Anchor, Type 20 Series652A100 24 Acre Seeding656A010 24 Acre Mulching665F000 150 Each Hay Bales665J002 3000 Linear Foot Silt Fence665O001 3000 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 200,000.00)701A034 24 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 11 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 29 Mile Broken Temporary Traffic Stripe701C001 67 Mile Solid Temporary Traffic Stripe703A002 240 Square Foot Traffic Control Markings, Class 2, Type A703B002 109 Square Foot Traffic Control Legends, Class 2, Type A703D001 240 Square Foot Temporary Traffic Control Markings703E001 109 Square Foot Temporary Traffic Control Legends740B000 594 Square Foot Construction Signs740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone740O000 1 Each Pilot Car








034

Notice To ContractorsFederal Aid Project No.ACOA59523-ATRP(001)

ESCAMBIA COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-22 (RIDGE ROAD) FROM THEEAST BREWTON CITY LIMITS TO THE JUNCTION OF SR-15 (US-29)



The Entire Project Shall Be Completed In Thirty-five(35) Working Days.







210D023 3000 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 (0) Or Better)212A000 779 Station Machine Grading Shoulders401B100 95211 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 11640 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 7250 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization650A000 2800 Cubic Yard Topsoil652A100 11 Acre Seeding656A010 11 Acre Mulching698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 60,000.00)701A231 15 Mile Solid White, Class 2, Type A Traffic Stripe701A235 13 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C002 6 Mile Broken Temporary Traffic Stripe (Paint)

ACOA59523-ATRP(001) ESCAMBIA County- 2 -

701C003 45 Mile Solid Temporary Traffic Stripe (Paint)703A002 326 Square Foot Traffic Control Markings, Class 2, Type A705A032 207 Each Pavement Markers, Class A-H, Type 1-B705A037 716 Each Pavement Markers, Class A-H, Type 2-D740B000 333 Square Foot Construction Signs740O000 1 Each Pilot Car








035


ACOA59551-ATRP(001), ACOA59552-ATRP(001) & ACOA59554-ATRP(001)CHAMBERS COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE AT VARIOUS LOCATIONSAS INDICATED IN THE PLANS










206D003 29 Linear Foot Removing Curb And Gutter206D016 144 Linear Foot Removing Existing Bridge Handrail401B108 141488 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 13244 Gallon Tack Coat407B000 16 Mile Joint Sealant For Hot Mix Asphalt Pavement424A336 3587 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"


Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B424A346 2184 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424A366 5698 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B639 600 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424B640 1140 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B643 7738 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

ACOA59551-ATRP(001) , ETC. CHAMBERS County- 2 -

424B655 1000 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424C351 1181 Ton Superpave Bituminous Concrete Base Layer, Widening, 1 1/2"Maximum Aggregate Size Mix, ESAL Range A/B

430B043 2205 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 125 Linear Foot Steel Beam Guardrail, Class A, Type 2630C000 4 Each Guardrail End Anchor, Type 10650A000 86 Cubic Yard Topsoil654A000 590 Square Yard Solid Sodding698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 116,800.00)701A227 3 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A231 15 Mile Solid White, Class 2, Type A Traffic Stripe701A235 11 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A239 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A245 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 13 Mile Broken Temporary Traffic Stripe701C001 24 Mile Solid Temporary Traffic Stripe701G251 550 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 812 Square Foot Traffic Control Markings, Class 2, Type A705A031 198 Each Pavement Markers, Class A-H, Type 1-A705A032 166 Each Pavement Markers, Class A-H, Type 1-B705A037 921 Each Pavement Markers, Class A-H, Type 2-D740B000 864 Square Foot Construction Signs740E000 253 Each Cones (36 Inches High)740M001 253 Each Ballast For Cone740O000 1 Each Pilot Car741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit








037


BR-0182(502)BALDWIN COUNTY, Alabama


GRADE, DRAIN, BASE, PAVE, BRIDGE AND SEAWALL REPLACEMENT ONSR-182 OVER LITTLE LAGOON PASS (LEE CALLOWAY BRIDGE) IN GULFSHORES



The Entire Project Shall Be Completed In Two Hundred Thirty Five(235) Working Days.







206A000 1 Lump Sum Removal Of Old Bridge, Station 23+29.22206A001 1 Lump Sum Removal Of Old Bridge, Station 23+20206C000 13 Square Yard Removing Concrete Sidewalk206C013 107 Square Yard Removing Bridge End Slab206C023 1597 Square Yard Removing Riprap206D001 658 Linear Foot Removing Guardrail206D026 294 Linear Foot Removing Permanent Concrete Sheet Piling And Cap206D028 764 Linear Foot Removing Steel Sheet Piling206D030 400 Linear Foot Removing Utility Lines206D032 819 Linear Foot Removing Concrete Seawall Anchor Rods206E008 8 Each Removing Guardrail End Anchor (All Type)210A000 1672 Cubic Yard Unclassified Excavation210D001 6560 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)230A000 16 Roadbed Station Roadbed Processing235A000 1 Lump Sum Detour Bridge At Station 23+20.00301A012 6300 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness

BR-0182(502) BALDWIN County- 2 -

401A000 6300 Square Yard Bituminous Treatment A405A000 1000 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A360 901 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B659 1666 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B681 247 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D430B030 746 Ton Aggregate Surfacing (Processed Reef Shells Or ALDOT #467)450B000 108 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 61300 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta.23+20.80, Approximately 95,100 Lbs505A015 1 Each Concrete Test Piles (14 Inches Square)505A206 1 Each Concrete Test Piles (36 Inch Diameter)(Spun Cast Cylinder)505B045 1 Each Static Loading Tests (14 Inches Square)505B075 1 Each Dynamic Loading Tests (14 Inches Square)505B206 1 Each Static Load Tests (36 Inch Diameter)(Spun Cast Cylinder)505B306 1 Each Dynamic Loading Tests (36 Inch Diameter)(Spun Cast Cylinder)505E000 32808 Linear Foot Permanent Steel Sheet Piling505I000 19000 Square Foot Temporary Steel Sheet Piling505N000 1090 Linear Foot Concrete Piling Furnished (14 Inches Square)505N026 710 Linear Foot Concrete Piling Furnished (36 Inch Diameter)(Spun Cast Cylinder)505O000 1090 Linear Foot Concrete Piling Driven (14 Inches Square)505O026 710 Linear Foot Concrete Piling Driven (36 Inch Diameter)(Spun Cast Cylinder)508A000 6790 Pound Structural Steel510A000 52 Cubic Yard Bridge Substructure Concrete, Class A510B000 498 Cubic Yard Bridge Concrete, Class D510B001 221 Cubic Yard Bridge Concrete, Class B510C051 1 Lump Sum Bridge Concrete Superstructure, Sta.23+20.80, Approximately 265 Cu Yd510E000 783 Square Yard Grooving Concrete Bridge Decks511A004 20 Each Elastomeric Bearing Type 4512B014 2 Each Precast Concrete Intermediate Bent Caps,

4'-6' Wide By 4'-0" Deep By 44'-0" Long512L000 1 Lump Sum Precast Reinforced Concrete Girder(Specialty Item) Station 23+20.80517D001 382 Linear Foot Aluminum Sidewalk Handrail600A000 1 Lump Sum Mobilization610C001 2612 Ton Loose Riprap, Class 2610D003 2780 Square Yard Filter Blanket, Geotextile618A000 13 Square Yard Concrete Sidewalk, 4" Thick618B003 117 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)630A001 375 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series641A514 150 Linear Foot 1 Inch Copper Water Service Line Laid641A684 240 Linear Foot 8 Inch Ductile Iron Water Main Laid (Restrained Joint)641A688 360 Linear Foot 12 Inch Ductile Iron Water Main Laid (Restrained Joint)641A812 2988 Linear Foot 12 Inch H.D.P.E. Water Main Laid641C500 5595 Pound Ductile Iron Fittings641J518 6 Each 8 Inch Gate Valve With Box641J522 7 Each 12 Inch Gate Valve With Box641L500 13 Cubic Yard Concrete for Water Mains (Thrust Blocks)641M514 35 Each 8 Inch Retainer Gland641M518 65 Each 12 Inch Retainer Gland641P520 1 Each 1 Inch Service Tap641R515 1 Each 1 Inch Water Meter And Box Reset641S500 10 Each Valve Box Reset645A628 60 Linear Foot 12 Inch Ductile Iron Sanitary Sewer Force Main Pipe Laid

(Restrained Joint)645A678 1540 Linear Foot 12 Inch HDPE Sanitary Sewer Force Main Pipe Laid645E524 390 Linear Foot 6 Inch P.V.C. Stacks And Laterals645G515 2 Each 6 Inch Sanitary Sewer Lateral Cleanout645O512 2 Each 2 Inch Air And Vacuum Valve Assembly649A878 4528 Linear Foot 24 Inch HDPE Encasement Pipe, Type 3 Installation

BR-0182(502) BALDWIN County- 3 -

665I000 298 Ton Temporary Riprap, Class 2665J002 5876 Linear Foot Silt Fence665L000 1200 Linear Foot Floating Basin Boom665N000 25 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 5876 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle674A000 2760 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 236,626.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C003 2 Mile Solid Temporary Traffic Stripe (Paint)701D007 1 Mile Solid Traffic Stripe Removed (Paint)701G146 382 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 382 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 221 Square Foot Traffic Control Markings, Class 2, Type A703D002 20 Square Foot Temporary Traffic Control Markings (Paint)705A011 409 Each Pavement Markers, Class C, Type 1-A705A023 205 Each Pavement Markers, Class C, Type 2-D705A037 50 Each Pavement Markers, Class A-H, Type 2-D726A000 1159 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 60 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D021 6 Each Portable Impact Attenuator Assembly (Bi-directional,TL-2) ...740B000 518 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 40 Each Cones (36 Inches High)740F002 6 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 40 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2999 000 720 Hour Trainee Hours At 80 Cents Per Hour








041


NH-0021(544)TALLADEGA COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-21 FROM CR-511 TOCOUNTRY CLUB DRIVE IN SYLACAUGA



The Entire Project Shall Be Completed In Fifty(50) Working Days.







206C000 165 Square Yard Removing Concrete Sidewalk206D002 120 Linear Foot Removing Curb405A000 5171 Gallon Tack Coat407B000 12 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 113753 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 9102 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B654 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D430B043 50 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization618A000 165 Square Yard Concrete Sidewalk, 4" Thick665G000 285 Each Sand Bags698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 68,000.00)701A227 1 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)

NH-0021(544) TALLADEGA County- 2 -

701A230 6 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 5 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 400 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 17 Mile Broken Temporary Traffic Stripe701C001 11 Mile Solid Temporary Traffic Stripe703A002 16252 Square Foot Traffic Control Markings, Class 2, Type A703B002 883 Square Foot Traffic Control Legends, Class 2, Type A703D001 2396 Square Foot Temporary Traffic Control Markings705A030 20 Each Pavement Markers, Class A-H, Type 2-C705A031 307 Each Pavement Markers, Class A-H, Type 1-A705A032 755 Each Pavement Markers, Class A-H, Type 1-B705A037 1080 Each Pavement Markers, Class A-H, Type 2-D705A038 80 Each Pavement Markers, Class A-H, Type 2-E730H001 7500 Linear Foot Loop Wire730I001 2000 Linear Foot Loop Detector Lead-In-Cable740B000 1061 Square Foot Construction Signs740E000 175 Each Cones (36 Inches High)740M001 175 Each Ballast For Cone740O000 1 Each Pilot Car741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit








048


STPAA-0003(527)CHILTON COUNTY, Alabama


DEMOLITION AND STRUCTURE REMOVAL AT VARIOUS SITES ON SR-3(US-31) AT SR-22 AND SR-145 IN CLANTON








205A001 1 Each Removal Of Structures, Structure No. 1205A002 1 Each Removal Of Structures, Structure No. 2205A003 1 Each Removal Of Structures, Structure No. 3205A004 1 Each Removal Of Structures, Structure No. 4205A005 1 Each Removal Of Structures, Structure No. 5(Billboard)205A006 1 Each Removal Of Structures, Structure No. 6(Billboard)206C000 500 Square Yard Removing Concrete Sidewalk206C005 1000 Square Yard Removing Plain Concrete Base250B002 100 Cubic Yard Disposal Of Hydrocarbon Contaminated Soil (Specialty Item)250C000 2 Each Underground Storage Tank Removal (Specialty Item)250N001 1000 Gallon Removing And Disposing Tank Contents (Sludge) (Specialty Item)600A000 1 Lump Sum Mobilization610D003 467 Square Yard Filter Blanket, Geotextile652A100 1 Acre Seeding656A010 1 Acre Mulching665G000 500 Each Sand Bags665J002 500 Linear Foot Silt Fence665N001 20 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 500 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 700 Linear Foot Wattle666A001 1 Acre Pest Control Treatment

STPAA-0003(527) CHILTON County- 2 -

674A000 500 Linear Foot Construction Safety Fence698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 6200.00)726A000 190 Linear Foot Portable Concrete Safety Barriers,Type 6740B000 506 Square Foot Construction Signs740D000 150 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740F002 4 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 100 Each Ballast For Cone741C010 4 Each Portable Sequential Arrow And Chevron Sign Unit








050


EB-0106(505)CRENSHAW COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-106 FROM THEBUTLER COUNTY LINE TO THE PATSALIGA RIVER BRIDGE









The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $862,466 To $1,054,126The Principal Items Of Work Are Approximately As Follows:

209A000 3 Each Mailbox Reset, Single405A000 6607 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 88091 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A358 200 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D424A361 7268 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 44,060.00)701A227 13 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 12 Mile Broken Temporary Traffic Stripe

EB-0106(505) CRENSHAW County- 2 -

701C001 22 Mile Solid Temporary Traffic Stripe701D007 1 Mile Solid Traffic Stripe Removed (Paint)701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D014 1 Mile Broken Traffic Stripe Removed (Paint)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)701G146 1617 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 809 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)705A032 239 Each Pavement Markers, Class A-H, Type 1-B705A037 456 Each Pavement Markers, Class A-H, Type 2-D740B000 684 Square Foot Construction Signs740E000 150 Each Cones (36 Inches High)740M001 150 Each Ballast For Cone740O000 1 Each Pilot Car








052


STPAA-0269(507)WALKER COUNTY, Alabama


PLANING, RESURFACING, END ANCHORS, AND TRAFFIC STRIPE ON SR-269FROM SOUTH OF CR-22 (MP 32.120) TO SR-69 (MP 41.524) SOUTH OFJASPER



The Entire Project Shall Be Completed In Forty-Five(45) Working Days.







206C025 741 Square Yard Removing Bituminous Pavement On Concrete Surfaces206E008 3 Each Removing Guardrail End Anchor (All Type)210D001 150 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)305B077 1000 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 13240 Gallon Tack Coat407B000 14 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 199427 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A361 16813 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424A370 684 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B655 750 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 96783 Linear Foot Scoring Bituminous Pavement Surface By Cutting

STPAA-0269(507) WALKER County- 2 -

600A000 1 Lump Sum Mobilization630C050 3 Each Guardrail End Anchor, Type 20 Series650A000 60 Cubic Yard Topsoil652A100 1 Acre Seeding654A000 360 Square Yard Solid Sodding656A010 1 Acre Mulching665G000 200 Each Sand Bags665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665Q002 200 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 115,000.00)701A227 19 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 13 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B027 247 Linear Foot Dotted, Class W, Type A Traffic Stripe (5" Wide)701B207 4832 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 11 Mile Broken Temporary Traffic Stripe701C001 62 Mile Solid Temporary Traffic Stripe701G142 1230 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 2168 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 2168 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 1640 Linear Foot Solid Traffic Stripe Removed (Plastic)701H002 2696 Linear Foot Solid Traffic Stripe Removed (Tape)701H006 1230 Linear Foot Broken Traffic Stripe Removed (Plastic)701H011 247 Linear Foot Dotted Traffic Stripe Removed (Plastic)703A002 8821 Square Foot Traffic Control Markings, Class 2, Type A703A011 17 Square Foot Traffic Control Markings, Class W, Type A703B002 606 Square Foot Traffic Control Legends, Class 2, Type A703B011 23 Square Foot Traffic Control Legends, Class W, Type A703C001 39 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)703D001 1176 Square Foot Temporary Traffic Control Markings705A031 311 Each Pavement Markers, Class A-H, Type 1-A705A032 1331 Each Pavement Markers, Class A-H, Type 1-B705A037 1098 Each Pavement Markers, Class A-H, Type 2-D705A038 644 Each Pavement Markers, Class A-H, Type 2-E740B000 1692 Square Foot Construction Signs740D000 250 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone740O000 1 Each Pilot Car742A001 2 Each Portable Changeable Message Sign, Type 2








053


NH-0012(556) & STPAA-0295(500)CLARKE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-12 (US-84) FROMWEST OF CR-22 TO EAST OF SR-295 AND SR-295 FROM SOUTH OF SR-13(US-43) TO NORTH OF SR-13(US-43)



The Entire Project Shall Be Completed In Sixty-five(65) Working Days.







206C000 186 Square Yard Removing Concrete Sidewalk206C007 7 Square Yard Removing Concrete Pavement And Concrete Bases206C010 190 Square Yard Removing Concrete Driveway206D002 244 Linear Foot Removing Curb206D003 45 Linear Foot Removing Curb And Gutter206D005 8 Linear Foot Removing Gutter206E046 1 Each Removing Light Standard Base209A000 4 Each Mailbox Reset, Single405A000 22147 Gallon Tack Coat407B000 15 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 221469 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 16119 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

NH-0012(556) , ETC. CLARKE County- 2 -

428C000 4172 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 50 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization618A000 154 Square Yard Concrete Sidewalk, 4" Thick618B003 156 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)623B000 187 Linear Foot Concrete Curb, Type N623C000 45 Linear Foot Combination Curb & Gutter, Type C650A000 20 Cubic Yard Topsoil654A000 50 Square Yard Solid Sodding665G000 300 Each Sand Bags665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 91,550.00)701A227 10 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 17 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 6 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 7 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 6277 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C002 28 Mile Broken Temporary Traffic Stripe (Paint)701C003 50 Mile Solid Temporary Traffic Stripe (Paint)701G142 552 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 1104 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 552 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 1656 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 552 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 10464 Square Foot Traffic Control Markings, Class 2, Type A703A011 50 Square Foot Traffic Control Markings, Class W, Type A703B002 1132 Square Foot Traffic Control Legends, Class 2, Type A703B011 68 Square Foot Traffic Control Legends, Class W, Type A703C001 118 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)703D002 9634 Square Foot Temporary Traffic Control Markings (Paint)703E002 112 Square Foot Temporary Traffic Control Legends (Paint)705A030 882 Each Pavement Markers, Class A-H, Type 2-C705A031 510 Each Pavement Markers, Class A-H, Type 1-A705A032 525 Each Pavement Markers, Class A-H, Type 1-B705A037 1006 Each Pavement Markers, Class A-H, Type 2-D705A038 263 Each Pavement Markers, Class A-H, Type 2-E730H001 3100 Linear Foot Loop Wire740B000 1652 Square Foot Construction Signs740D000 200 Each Channelizing Drums740E000 400 Each Cones (36 Inches High)740M001 400 Each Ballast For Cone740O000 1 Each Pilot Car741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A003 2 Each Portable Changeable Message Sign, Type 3








054


EB-HSIP-0004(538)TALLADEGA COUNTY, Alabama


MICRO-MILLING, WIDENING, RESURFACING & TRAFFIC STRIPE ON SR-4(US-78) FROM SR-77 TO THE TALLADEGA/CALHOUN COUNTY LINE



The Entire Project Shall Be Completed In Forty(40) Working Days.







405A000 3504 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408B000 78528 Square Yard Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick)408B001 600 Square Yard Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick)410H000 1 Each Material Remixing Device424A361 7106 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424C370 2092 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 53297 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 600 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization

EB-HSIP-0004(538) TALLADEGA County- 2 -

610D003 700 Square Yard Filter Blanket, Geotextile665A000 6 Acre Temporary Seeding665B001 18 Ton Temporary Mulching665G000 100 Each Sand Bags665J002 1560 Linear Foot Silt Fence665O001 1560 Linear Foot Silt Fence Removal665Q002 1040 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 66,000.00)701A227 11 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 6 Mile Broken Temporary Traffic Stripe701C001 33 Mile Solid Temporary Traffic Stripe703A002 488 Square Foot Traffic Control Markings, Class 2, Type A703D001 488 Square Foot Temporary Traffic Control Markings705A032 468 Each Pavement Markers, Class A-H, Type 1-B705A037 133 Each Pavement Markers, Class A-H, Type 2-D705A038 58 Each Pavement Markers, Class A-H, Type 2-E740B000 806 Square Foot Construction Signs740O000 1 Each Pilot Car








055

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0022(520)

TALLAPOOSA AND COOSA COUNTIES, Alabama


PLANING, SAFETY WIDENING, RESURFACING, & TRAFFIC STRIPE ON SR-22FROM THE EAST END OF THE BRIDGE OVER ELKAHATCHEE CREEK TO SR-38(US-280) IN ALEXANDER CITY



The Entire Project Shall Be Completed In Thirty-Five(35) Working Days.






The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $952,807 To $1,164,541The Principal Items Of Work Are Approximately As Follows:

209A000 2 Each Mailbox Reset, Single405A000 3028 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 34304 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 26248 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A361 6661 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424C370 1024 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 26295 Linear Foot Scoring Bituminous Pavement Surface By Cutting

STPAA-HSIP-0022(520) TALLAPOOSA , ETC. Counties- 2 -

430B043 500 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610D003 300 Square Yard Filter Blanket, Geotextile665A000 3 Acre Temporary Seeding665B001 9 Ton Temporary Mulching665G000 100 Each Sand Bags665J002 1100 Linear Foot Silt Fence665O001 1100 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 440 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 54,000.00)701A227 6 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 6 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B063 1500 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 900 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 7 Mile Broken Temporary Traffic Stripe701C001 22 Mile Solid Temporary Traffic Stripe703A002 1200 Square Foot Traffic Control Markings, Class 2, Type A703B002 247 Square Foot Traffic Control Legends, Class 2, Type A703D001 330 Square Foot Temporary Traffic Control Markings705A030 30 Each Pavement Markers, Class A-H, Type 2-C705A031 173 Each Pavement Markers, Class A-H, Type 1-A705A032 669 Each Pavement Markers, Class A-H, Type 1-B705A037 331 Each Pavement Markers, Class A-H, Type 2-D705A038 304 Each Pavement Markers, Class A-H, Type 2-E705A039 50 Each Pavement Markers, Class A-H, Type 2-A730H001 1500 Linear Foot Loop Wire730I001 1200 Linear Foot Loop Detector Lead-In-Cable740B000 1031 Square Foot Construction Signs740O000 1 Each Pilot Car741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit








056

Notice To ContractorsFederal Aid Project No.STPAA-STPHV-8525(600)MADISON COUNTY, Alabama


BRIDGE & CULVERT REPLACEMENT, RESURFACING, & TRAFFIC STRIPE ONOLD MADISON PIKE FROM SLAUGHTER ROAD TO THORNTON RESEARCH PARKIN HUNTSVILLE



The Entire Project Shall Be Completed In Three Hundred Fifteen(315) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approximately 18 Acres )

206A000 1 Lump Sum Removal Of Old Bridge, Station 26+85.19206A001 1 Lump Sum Removal Of Old Bridge, Station 34+47.89206B000 1 Lump Sum Removal Of Old Box Culvert, Station 25+37.83 to 25+62.75206B001 1 Lump Sum Removal Of Old Box Culvert, Station 32+69.51 to 32+77.52206C000 68 Square Yard Removing Concrete Sidewalk206C002 37 Square Yard Removing Concrete Slope Paving206C023 1551 Square Yard Removing Riprap206D000 499 Linear Foot Removing Pipe206D001 2248 Linear Foot Removing Guardrail206D003 1521 Linear Foot Removing Curb And Gutter206E000 7 Each Removing Headwalls206E001 3 Each Removing Inlets206E002 4 Each Removing Junction Boxes206E008 9 Each Removing Guardrail End Anchor (All Type)210A000 26414 Cubic Yard Unclassified Excavation

STPAA-STPHV-8525(600) MADISON County- 2 -

210D000 25376 Cubic Yard Borrow Excavation210F001 2900 Ton Borrow Excavation (Underwater Embankment)210F005 500 Ton Borrow Excavation (Light Weight Aggregate)214A000 1357 Cubic Yard Structure Excavation214B001 546 Cubic Yard Foundation Backfill, Commercial230A000 29 Roadbed Station Roadbed Processing301A008 36229 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness305B078 100 Ton Crushed Aggregate, Section 825, Type B, For Miscellaneous Use401A000 18866 Square Yard Bituminous Treatment A405A000 2550 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 7044 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 2747 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A361 1863 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B651 2802 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"



Maximum Aggregate Size Mix, ESAL Range C/D424C360 2819 Ton Superpave Bituminous Concrete Base Layer, 1"


Maximum Aggregate Size Mix, ESAL Range C/D430B014 1000 Ton Aggregate Surfacing (ALDOT #410 Modified)430B050 200 Ton Aggregate Surfacing(ALDOT#1)450B000 232 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 99503 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 25+20 Approximately 160,790 lbs505G003 40 Each Pile Points (Type A, 12")505G004 72 Each Pile Points (Type A, 14")505H000 1580 Linear Foot Pilot Holes505M002 1270 Linear Foot Steel Piling Furnished And Driven (HP 12x53)505M006 2355 Linear Foot Steel Piling Furnished And Driven (HP 14x117)508A000 26837 Pound Structural Steel510A000 382 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Station 25+20 Approximately 680 Cu Yds510E000 2172 Square Yard Grooving Concrete Bridge Decks511A071 126 Each Elastomeric Bearing Type 4 (Mark VB2)513B004 3084 Linear Foot Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)517G000 548 Linear Foot Ornamental Metal Fence524A010 300 Cubic Yard Culvert Concrete530A001 496 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 567 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 24 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A008 60 Linear Foot 60" Roadway Pipe (Class 3 R.C.)534E001 371 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)535A002 108 Linear Foot 24" Side Drain Pipe600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 15 Each Right Of Way Markers610C001 3269 Ton Loose Riprap, Class 2610D003 2882 Square Yard Filter Blanket, Geotextile614A000 106 Cubic Yard Slope Paving618A000 1918 Square Yard Concrete Sidewalk, 4" Thick618A001 380 Square Yard Concrete Sidewalk, 6" Thick619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A003 2 Each 24" Roadway Pipe End Treatment, Class 1619A004 1 Each 30" Roadway Pipe End Treatment, Class 1619A009 1 Each 60" Roadway Pipe End Treatment, Class 1619A102 3 Each 24" Side Drain Pipe End Treatment, Class 1621A022 9 Each Junction Boxes, Type 1 (Modified)621B014 8 Each Junction Box Units, Type 1 Or 2P


621C015 6 Each Inlets, Type S1 Or S3 (1 Wing)621C109 1 Each Inlets, Type PD623C000 1856 Linear Foot Combination Curb & Gutter, Type C630A001 1621 Linear Foot Steel Beam Guardrail, Class A, Type 2630C000 1 Each Guardrail End Anchor, Type 10630C001 2 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series641A614 140 Linear Foot 8 Inch Ductile Iron Water Main Laid641A618 1600 Linear Foot 12 Inch Ductile Iron Water Main Laid641A684 20 Linear Foot 8 Inch Ductile Iron Water Main Laid (Restrained Joint)641A688 20 Linear Foot 12 Inch Ductile Iron Water Main Laid (Restrained Joint)641C500 2400 Pound Ductile Iron Fittings641J518 1 Each 8 Inch Gate Valve With Box641J522 1 Each 12 Inch Gate Valve With Box641M514 15 Each 8 Inch Retainer Gland641M518 26 Each 12 Inch Retainer Gland641M524 2 Each 18 Inch Retainer Gland641O614 1 Each 18 Inch x 12 Inch Tapping Valve And Sleeve649A560 70 Linear Foot 24 Inch Steel Encasement Pipe, Type 1 Installation649A660 70 Linear Foot 24 Inch Steel Encasement Pipe, Type 2 Installation650B000 7933 Cubic Yard Topsoil From Stockpiles652A100 6 Acre Seeding654A001 2903 Square Yard Solid Sodding (Bermuda)656A010 6 Acre Mulching659C001 6237 Square Yard Erosion Control Product, Type S3659C007 3717 Square Yard Erosion Control Product, Type C8660D013 31 Each Trees, Cornus Florida 'Cherokee Princess' (Flowering Dogwood)660D015 31 Each Trees, Cercis Canadensis (Eastern Redbud)660D175 62 Each Trees, Lagerstroemia Indica 'Muskogee' (Muskogee Crape Myrtle)665A000 6 Acre Temporary Seeding665B001 18 Ton Temporary Mulching665G000 135 Each Sand Bags665I000 560 Ton Temporary Riprap, Class 2665J002 10762 Linear Foot Silt Fence665L000 400 Linear Foot Floating Basin Boom665N000 200 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 10762 Linear Foot Silt Fence Removal665P005 6 Each Inlet Protection, Stage 3 Or 4665Q002 1000 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 283,000.00)701A231 2 Mile Solid White, Class 2, Type A Traffic Stripe701A235 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A240 2 Mile Broken White, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe701B062 700 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 8" Wide)701B205 250 Linear Foot Dotted, Class 2, Type A, Traffic Stripe701C000 1 Mile Broken Temporary Traffic Stripe701C001 2 Mile Solid Temporary Traffic Stripe701G140 700 Linear Foot Broken White, Class W, Type A Traffic Stripe701G144 700 Linear Foot Solid White, Class W, Type A Traffic Stripe701G152 700 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe703A002 1444 Square Foot Traffic Control Markings, Class 2, Type A703B002 157 Square Foot Traffic Control Legends, Class 2, Type A703D001 33 Square Foot Temporary Traffic Control Markings705A011 290 Each Pavement Markers, Class C, Type 1-A705A023 85 Each Pavement Markers, Class C, Type 2-D705A030 63 Each Pavement Markers, Class A-H, Type 2-C705A031 90 Each Pavement Markers, Class A-H, Type 1-A705A032 199 Each Pavement Markers, Class A-H, Type 1-B705A037 115 Each Pavement Markers, Class A-H, Type 2-D705A038 100 Each Pavement Markers, Class A-H, Type 2-E707B003 3 Each Type A Hazard Marker Installation710A115 22 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)


730A000 1 Lump Sum Removal Of Existing Traffic Control Unit (Old Madison Pike at Slaughter Road)

730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (Old Madison Pike at Slaughter Road)

730E000 3 Each Metal Traffic Signal Pole Foundation730G001 3 Each Metal Traffic Signal Strain Pole730H001 3254 Linear Foot Loop Wire730I001 163 Linear Foot Loop Detector Lead-In-Cable730J010 8 Each Vehicle Loop Detector730K000 7 Each Traffic Signal Junction Box730L003 47 Linear Foot 1", Non-Metallic, Conduit730L005 253 Linear Foot 2", Non-Metallic, Conduit730N000 4 Each Luminaire Extension Assembly, 12'730P022 4 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730P024 4 Each Vehicular Signal Head, 12 Inch, 5 Section, Type LED730R022 1 Each Controller Assembly, Type III, 8 Phase730T000 1 Each Wood Pole740B000 1093 Square Foot Construction Signs740C000 221 Square Foot Special Construction Signs740D000 60 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 19 Each Barricades, Type III740I002 9 Each Warning Lights, Type B740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2770L005 6 Each Bollard,Complete In Place999 000 1440 Hour Trainee Hours At 80 Cents Per Hour








059


STPOA-0017(546)MARION COUNTY, Alabama


ADDITIONAL LANES (GRADE, DRAIN, BASE & PAVE) ON SR-17 (US-43)FROM THE 5-LANE SECTION IN HACKLEBURG TO THE 4-LANE SECTIONSOUTH OF BEAR CREEK



The Entire Project Shall Be Completed In One Hundred Fifty(150) Working Days.







206C003 900 Square Yard Removing Concrete Flumes206C010 805 Square Yard Removing Concrete Driveway206D000 456 Linear Foot Removing Pipe206D003 1786 Linear Foot Removing Curb And Gutter206E000 6 Each Removing Headwalls206E001 5 Each Removing Inlets210A000 37200 Cubic Yard Unclassified Excavation210C000 3500 Cubic Yard Muck Excavation210D000 61000 Cubic Yard Borrow Excavation210F000 6125 Ton Borrow Excavation (Underwater Backfill)214A000 3374 Cubic Yard Structure Excavation214B001 637 Cubic Yard Foundation Backfill, Commercial230A000 65 Roadbed Station Roadbed Processing301A008 24500 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness305A057 250 Cubic Yard Crushed Aggregate, Section 825, For Miscellaneous Use305B071 100 Ton Coarse Aggregate, Section 801, For Miscellaneous Use

STPOA-0017(546) MARION County- 2 -

401A006 24500 Square Yard Bituminous Treatment G405A000 9960 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 29610 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)410B000 1 Each State Furnished Profilograph410H000 1 Each Material Remixing Device424A360 4200 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Maximum Aggregate Size Mix, ESAL Range C/D424B689 4000 Ton Superpave Bituminous Concrete Lower Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424C360 3100 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 7600 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 1075 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)430B046 300 Ton Aggregate Surfacing (Aldot #2)530A001 340 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 464 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A004 120 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A005 102 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A016 217 Linear Foot 42" Roadway Pipe (Class 4 R.C.)533A098 906 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 65 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)535A080 366 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)538A007 160 Linear Foot 42" Roadway Pipe Rehabilitation600A000 1 Lump Sum Mobilization602A000 22 Each Right Of Way Markers606B000 4000 Linear Foot 6" Underdrain Pipe,With Filter Fabric610C001 3272 Ton Loose Riprap, Class 2610D003 1900 Square Yard Filter Blanket, Geotextile614A000 35 Cubic Yard Slope Paving618B003 655 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A002 7 Each 18" Roadway Pipe End Treatment, Class 1619A003 2 Each 24" Roadway Pipe End Treatment, Class 1619A005 2 Each 36" Roadway Pipe End Treatment, Class 1619A006 4 Each 42" Roadway Pipe End Treatment, Class 1619A101 12 Each 18" Side Drain Pipe End Treatment, Class 1621A019 11 Each Junction Boxes, Type 1 Or 2P621C015 13 Each Inlets, Type S1 Or S3 (1 Wing)621C018 1 Each Inlets, Type S2 Or S4 (2 Wing)621D015 1 Each Inlet Units, Type S1 Or S3621D016 1 Each Inlet Units, Type S2 Or S4623C000 2156 Linear Foot Combination Curb & Gutter, Type C630A001 1522 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series641A512 125 Linear Foot 3/4 Inch Copper Water Service Line Laid641A746 1301 Linear Foot 6 Inch P.V.C. Water Main Laid641C500 4500 Pound Ductile Iron Fittings641D500 1 Each Fire Hydrant641G500 2 Each Flush Hydrant641O514 6 Each 6 Inch x 6 Inch Tapping Valve And Sleeve641P515 5 Each 3/4 Inch Service Tap641Q510 5 Each 3/4 Inch Water Meter And Box Set650A000 7100 Cubic Yard Topsoil652A100 18 Acre Seeding654A000 4364 Square Yard Solid Sodding656A010 18 Acre Mulching659C001 30397 Square Yard Erosion Control Product, Type S3659C007 2078 Square Yard Erosion Control Product, Type C8665A000 18 Acre Temporary Seeding665B001 54 Ton Temporary Mulching665E000 500 Square Yard Polyethylene665G000 200 Each Sand Bags665I000 200 Ton Temporary Riprap, Class 2

STPOA-0017(546) MARION County- 3 -

665J002 6040 Linear Foot Silt Fence665K000 200 Cubic Yard Drainage Sump Excavation665O001 6040 Linear Foot Silt Fence Removal665P005 15 Each Inlet Protection, Stage 3 Or 4665Q002 540 Linear Foot Wattle666A001 18 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 210,000.00)701A227 3 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 1271 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 5 Mile Broken Temporary Traffic Stripe701C001 12 Mile Solid Temporary Traffic Stripe701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)703A002 4328 Square Foot Traffic Control Markings, Class 2, Type A703B002 202 Square Foot Traffic Control Legends, Class 2, Type A703D001 85 Square Foot Temporary Traffic Control Markings705A030 96 Each Pavement Markers, Class A-H, Type 2-C705A031 141 Each Pavement Markers, Class A-H, Type 1-A705A032 318 Each Pavement Markers, Class A-H, Type 1-B705A037 250 Each Pavement Markers, Class A-H, Type 2-D705A038 201 Each Pavement Markers, Class A-H, Type 2-E710A126 8 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B001 24 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)740B000 635 Square Foot Construction Signs740D000 250 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740F002 5 Each Barricades, Type III740I002 5 Each Warning Lights, Type B740M001 100 Each Ballast For Cone740O000 1 Each Pilot Car741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit999 000 720 Hour Trainee Hours At 80 Cents Per Hour








060


STPOA-7449(600)CALHOUN COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SUMMERALL GATE ROAD& EXCHANGE AVENUE IN ANNISTON AS INDICATED IN THE PLANS



The Entire Project Shall Be Completed In Fifty(50) Working Days.







206C000 574 Square Yard Removing Concrete Sidewalk206D000 49 Linear Foot Removing Pipe206D003 53 Linear Foot Removing Curb And Gutter206E000 1 Each Removing Headwalls210A000 298 Cubic Yard Unclassified Excavation210D001 46 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 82 Cubic Yard Structure Excavation214B001 100 Cubic Yard Foundation Backfill, Commercial401B108 28786 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 151 Gallon Tack Coat407B000 4 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 27606 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 2232 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B639 352 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

STPOA-7449(600) CALHOUN County- 2 -

424C350 207 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"Maximum Aggregate Size Mix, ESAL Range A/B

430B043 120 Ton Aggregate Surfacing (1" Down, Crusher Run)530A005 57 Linear Foot 42" Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610D003 160 Square Yard Filter Blanket, Geotextile618A000 593 Square Yard Concrete Sidewalk, 4" Thick619A006 1 Each 42" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete622A004 2 Each Manhole Covers Reset (Riser Ring Method)623A004 41 Linear Foot Concrete Gutter (Modified)630A001 50 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 114 Cubic Yard Topsoil652A100 1 Acre Seeding654A000 1022 Square Yard Solid Sodding656A010 1 Acre Mulching665G000 50 Each Sand Bags665J002 5755 Linear Foot Silt Fence665O001 5755 Linear Foot Silt Fence Removal665P005 8 Each Inlet Protection, Stage 3 Or 4665Q002 240 Linear Foot Wattle674A000 98 Linear Foot Construction Safety Fence698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 27,150.00)701A227 4 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 392 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 3 Mile Broken Temporary Traffic Stripe701C001 10 Mile Solid Temporary Traffic Stripe703A002 2476 Square Foot Traffic Control Markings, Class 2, Type A703B002 23 Square Foot Traffic Control Legends, Class 2, Type A703D001 1087 Square Foot Temporary Traffic Control Markings705A030 5 Each Pavement Markers, Class A-H, Type 2-C705A037 194 Each Pavement Markers, Class A-H, Type 2-D710A115 65 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)740B000 911 Square Foot Construction Signs740C000 42 Square Foot Special Construction Signs740D000 95 Each Channelizing Drums740E000 80 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740G000 12 Each Barricades, Type I, (Portable, 24 Inches Wide)740M001 80 Each Ballast For Cone740O000 1 Each Pilot Car742A001 2 Each Portable Changeable Message Sign, Type 2








064

Notice To ContractorsST-049-016-010

MOBILE COUNTY, Alabama


ADDITIONAL TURN LANES ON ADDSCO ROAD ONTO SR-16 (US-90/98) INMOBILE








206C002 69 Square Yard Removing Concrete Slope Paving206D000 34 Linear Foot Removing Pipe206D002 248 Linear Foot Removing Curb206E001 1 Each Removing Inlets210A000 338 Cubic Yard Unclassified Excavation210D022 59 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-2-4(0) Or A-4(0)214A000 66 Cubic Yard Structure Excavation214B000 32 Cubic Yard Foundation Backfill, Local230A000 9 Roadbed Station Roadbed Processing301A012 1475 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 1475 Square Yard Bituminous Treatment A405A000 273 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A053 2074 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)424A360 447 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B681 166 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D530A001 63 Linear Foot 18" Roadway Pipe (Class 3 R.C.)

ST-049-016-010 MOBILE County- 2 -

530B003 40 Linear Foot 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610D003 7066 Square Yard Filter Blanket, Geotextile614A000 3 Cubic Yard Slope Paving619A002 1 Each 18" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P621A019 2 Each Junction Boxes, Type 1 Or 2P637A000 960 Linear Foot Fence Reset650B000 211 Cubic Yard Topsoil From Stockpiles652A100 1 Acre Seeding652C000 1 Acre Mowing654A001 501 Square Yard Solid Sodding (Bermuda)656A010 1 Acre Mulching665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665E000 100 Square Yard Polyethylene665F000 250 Each Hay Bales665G000 460 Each Sand Bags665J002 273 Linear Foot Silt Fence665N000 25 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 273 Linear Foot Silt Fence Removal665P005 1 Each Inlet Protection, Stage 3 Or 4665Q002 436 Linear Foot Wattle666A001 1 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 19,350.00)701A227 1 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 1 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 550 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 2 Mile Solid Temporary Traffic Stripe701D005 1 Mile Solid Traffic Stripe Removed703A002 1969 Square Foot Traffic Control Markings, Class 2, Type A703B002 247 Square Foot Traffic Control Legends, Class 2, Type A703D001 523 Square Foot Temporary Traffic Control Markings705A030 75 Each Pavement Markers, Class A-H, Type 2-C705A037 29 Each Pavement Markers, Class A-H, Type 2-D710A115 7 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel

Flat Sign Panels 14 Gauge (Type III Or Type IV Background)710B021 14 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)740B000 819 Square Foot Construction Signs740D000 109 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 6 Each Barricades, Type III740I002 3 Each Warning Lights, Type B740M001 50 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2




Section 34-8-8. Code of Alabama 1975 as amended states in part as follows:"... it will be necessary for him or her to show evidence of license beforehis or her bid is considered," Further, Section 34-8-8, Code of Alabama 1975as amended also states in part as follows: "All Owners, Architects, andengineers receiving bids pursuant to this chapter shall require the person,firm, or corporation to include his or her current license number on the bid."



065

Notice To ContractorsState Maintenance Project No.

99-301-253-035-301DEKALB COUNTY, Alabama

M a i n t e n a n c e


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-35 FROM THEJUNCTION OF CR-89 TO THE JUNCTION OF SR-7 (US-11) IN FORT PAYNE



The Entire Project Shall Be Completed In Forty-five(45) Working Days.





206D001 8725 Linear Foot Removing Guardrail206E019 14 Each Removing Guardrail End Anchor (Type 10)405A000 4227 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 43231 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A361 3753 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Maximum Aggregate Size Mix, ESAL Range C/D428C000 23929 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 1144 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization630A001 8550 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 14 Each Guardrail End Anchor, Type 20 Series665Q002 200 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 53,355.00)701A227 5 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)

99-301-253-035-301 DEKALB County- 2 -

701B207 84 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 1 Mile Broken Temporary Traffic Stripe701C001 28 Mile Solid Temporary Traffic Stripe701G251 300 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 1499 Square Foot Traffic Control Markings, Class 2, Type A703B002 161 Square Foot Traffic Control Legends, Class 2, Type A703D001 3670 Square Foot Temporary Traffic Control Markings703E001 390 Square Foot Temporary Traffic Control Legends705A030 28 Each Pavement Markers, Class A-H, Type 2-C705A037 317 Each Pavement Markers, Class A-H, Type 2-D730H001 3000 Linear Foot Loop Wire730I001 350 Linear Foot Loop Detector Lead-In-Cable730K000 4 Each Traffic Signal Junction Box740B000 668 Square Foot Construction Signs740D000 200 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740I002 2 Each Warning Lights, Type B740M001 200 Each Ballast For Cone







066

Notice To ContractorsState Maintenance Project No.

99-504-690-000-201CLEBURNE, COOSA, RUSSELL AND TALLAPOOSA COUNTIES, Alabama

M a i n t e n a n c e


BRIDGE PAINTING ON VARIOUS ROUTES AS INDICATED IN THE PLANS


The Entire Project Shall Be Completed In One Hundred Ten(110) Working Days.





521B000 1 Lump Sum Coating Existing Bridge At MP 115.056 LEFT521B001 1 Lump Sum Coating Existing Bridge At MP 115.056 RIGHT521B002 1 Lump Sum Coating Existing Bridge At MP 25.177521B003 1 Lump Sum Coating Existing Bridge At MP 35.262521B004 1 Lump Sum Coating Existing Bridge At MP 36.908521B005 1 Lump Sum Coating Existing Bridge At MP 90.182521B006 1 Lump Sum Coating Existing Bridge At MP 490.816521B007 1 Lump Sum Coating Existing Bridge At MP 497.100600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 17,500.00)740B000 536 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit







99-505-999-950-101 BIBB , ETC. Counties- 2 -

521B024 1 Lump Sum Coating Existing Bridge At MP 43.088521B025 1 Lump Sum Coating Existing Bridge At MP 67.793521B026 1 Lump Sum Coating Existing Bridge At MP 71.302521B027 1 Lump Sum Coating Existing Bridge At MP 3.556521B028 1 Lump Sum Coating Existing Bridge At MP 0.402521B029 1 Lump Sum Coating Existing Bridge At MP 4.906521B030 1 Lump Sum Coating Existing Bridge At MP 4.849521B031 1 Lump Sum Coating Existing Bridge At MP 228.760600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 39,000.00)740B000 688 Square Foot Construction Signs740D000 200 Each Channelizing Drums741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2







200


BRZ-6300(220)TUSCALOOSA COUNTY, Alabama

THIS PROJECT HAS BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BYQUALIFIED SBE CONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT ANDALDOT OFFICE ENGINEER.


BRIDGE REPLACEMENT ON CR-238 (HARGROVE ROAD) OVER LYE BRANCH



The Entire Project Shall Be Completed In Seventy-five(75) Working Days.






201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4,000.00 Per Acre)(Approx. 1 Acre)

206A000 1 Lump Sum Removal Of Old Bridge, Station 14+41.59206D000 20 Linear Foot Removing Pipe210A000 2275 Cubic Yard Unclassified Excavation210D021 2471 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 789 Cubic Yard Structure Excavation214B000 218 Cubic Yard Foundation Backfill, Local230A000 10 Roadbed Station Roadbed Processing301A012 2741 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305B078 30 Ton Crushed Aggregate, Section 825, Type B, For Miscellaneous Use401A000 2741 Square Yard Bituminous Treatment A405A000 384 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 226 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B635 302 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B

BRZ-6300(220) TUSCALOOSA County- 2 -

430B043 134 Ton Aggregate Surfacing (1" Down, Crusher Run)502A000 69048 Pound Steel Reinforcement524A010 371 Cubic Yard Culvert Concrete535A085 45 Linear Foot 24" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 15 Each Right Of Way Markers610C001 286 Ton Loose Riprap, Class 2610D003 294 Square Yard Filter Blanket, Geotextile619A102 2 Each 24" Side Drain Pipe End Treatment, Class 1650B000 770 Cubic Yard Topsoil From Stockpiles652A100 1 Acre Seeding656A010 1 Acre Mulching665I000 80 Ton Temporary Riprap, Class 2665J002 1588 Linear Foot Silt Fence665Q002 120 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 14,000.00)701G265 2056 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)740B000 141 Square Foot Construction Signs740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B








Documents

ALABAMAalletting.dot.state.al.us/Prior Lettings/2013 Prior Letting/August_30_2013 Letting...The Entire Project Shall Be Completed By May 1, 2015. A 10.00% DBE Contract Obligation Is