November 22, 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 ____ $134.00 ____ 998 APD-1602(551), JEFFERSON

__________________________________________________________________________________________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: offengr@dot.state.al.us

ORDER TOTAL : $____________ PAID BY: ________________________________ DATE: ____________

998

Notice To ContractorsFederal Aid Project No.

APD-1602(551)JEFFERSON 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.,November 22, 2013, and at that time publicly opened for constructing the following:

GRADE, DRAIN, PARTIAL BASE & PAVE, BRIDGE CULVERT AND RETAINING WALLON SR-959 (BIRMINGHAM NORTHERN BELTLINE) FROM WEST OF SR-79 TO EAST OF SR-75 NORTH OF PINSON

The Length Of This Project Is: 1.340 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 In Three Hundred Ninety(390) Working Days.

A 6.50% DBE Contract Obligation Is Required.

A Bidding Proposal may be purchased for $5.00.Plans may be purchased for $134.00 per set.

A MANDATORY November 7, 2013. Times: 10:00-12:00 AM (Pre-Bid Meeting), 1:00-5:00 PM (Project Stormwater

Pre-Bid Meeting and Stormwater Training Session are scheduled on Thursday,

Training Session). The Location will be at the Alabama AGC Building, 5000 Grantswood Road, Irondale, Alabama, 35210. Any qualified contractor wishing to bid this project is required to have a company representative present for the duration of both sessions. The bidder’s attendance must be documented on the meeting registration sheets for both the pre-bid meeting and the stormwater training session. Proposals issued to bidders who fail to attend the mandatory pre-bid meeting and stormwater training session and/or register their attendance will be voided and their bids will not be received or considered.

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 $44,343,715 To $54,197,873The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approx. 204 Acres)

201B001 61 Acre Selective Clearing206A001 1 Lump Sum Removal Of Old Bridge, Station 45+89 SR-75206A050 1 Lump Sum Removal Of Old Bridge, Partial, Station 64+87 Old Bradford Rd206B000 1 Lump Sum Removal Of Old Box Culvert, Station 29+78 SR-75206B001 1 Lump Sum Removal Of Old Box Culvert, Station 59+67 SR-79206B002 1 Lump Sum Removal Of Old Box Culvert, Station 2224+44 Ramp J206B009 1 Lump Sum Removal Of Old Box Culvert, Partial, Station 27+69 SR-75206B010 1 Lump Sum Removal Of Old Box Culvert, Partial, Station 28+09 SR 75206D000 1972 Linear Foot Removing Pipe206D001 2663 Linear Foot Removing Guardrail206D003 3282 Linear Foot Removing Curb And Gutter206E000 7 Each Removing Headwalls206E001 19 Each Removing Inlets206E008 14 Each Removing Guardrail End Anchor (All Type)210A000 2728520 Cubic Yard Unclassified Excavation

APD-1602(551) JEFFERSON County- 2 -

210D013 15000 Cubic Yard Borrow Excavation (A-4(0) Or Better)210D025 19133 Cubic Yard Borrow Excavation (Improved Roadbed)214A000 24966 Cubic Yard Structure Excavation214B001 6894 Cubic Yard Foundation Backfill, Commercial217G000 8250 Square Yard Pneumatic Concrete Blanket, 3 Inches Thick219A000 36323 Ton Rock Buttress For Landslide Correction230A000 360 Roadbed Station Roadbed Processing235A000 1 Lump Sum Detour Bridge At Station 19+70243A002 22010 Square Yard Soil Stabilization Geogrid, Type 3260A000 39 Cubic Yard Cement Mortar Flowable Backfill, Mix 1305B071 788 Ton Coarse Aggregate, Section 801, For Miscellaneous Use405A000 12315 Gallon Tack Coat407B000 19 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 33212 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A280 5400 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A286 503 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E424A360 3150 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B281 5961 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B285 42 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E424B289 2145 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E424B581 18116 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B651 5211 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 2574 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 21288 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B016 18244 Ton Aggregate Surfacing (ALDOT #467, #57 Or #67)430B050 5222 Ton Aggregate Surfacing(ALDOT#1)502A000 626556 Pound Steel Reinforcement505E000 870 Linear Foot Permanent Steel Sheet Piling505I000 5544 Square Foot Temporary Steel Sheet Piling524A010 3540 Cubic Yard Culvert Concrete524B011 249 Cubic Yard Culvert Concrete Extension (Cast In Place)529A020 26550 Square Foot Retaining Wall # 1530A001 7 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 1217 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 401 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A004 237 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A005 74 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A006 362 Linear Foot 48" Roadway Pipe (Class 3 R.C.)530A015 225 Linear Foot 36" Roadway Pipe (Class 4 R.C.)530A102 27 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530A168 195 Linear Foot 36" Roadway Pipe (10 Gauge C.C.S.)530B001 237 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)530B002 117 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.)530B003 218 Linear Foot 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.)530B004 108 Linear Foot 44" Span, 27" Rise Roadway Pipe (Class 3 R.C.)530B006 155 Linear Foot 59" Span, 36" Rise Roadway Pipe (Class 3 R.C.)530B007 516 Linear Foot 65" Span, 40" Rise Roadway Pipe (Class 3 R.C.)530C004 123 Linear Foot 36" Roadway Pipe, Jacked Installation (Smooth Steel)533A097 494 Linear Foot 15" Storm Sewer Pipe (Class 3 R.C.)533A099 2269 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)533A100 186 Linear Foot 30" Storm Sewer Pipe (Class 3 R.C.)533A101 124 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)533A103 348 Linear Foot 48" Storm Sewer Pipe (Class 3 R.C.)534B000 13 Each Cleaning Existing Catch Basin534E001 1249 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)534F000 1343 Linear Foot Cleaning Existing Culvert (Greater Than 48" Horizontal Opening)535A001 258 Linear Foot 18" Side Drain Pipe535A002 129 Linear Foot 24" Side Drain Pipe

APD-1602(551) JEFFERSON County- 3 -

535A003 462 Linear Foot 30" Side Drain Pipe535A006 294 Linear Foot 48" Side Drain Pipe535A007 228 Linear Foot 54" Side Drain Pipe535A240 426 Linear Foot 12" Side Drain Pipe (PVC)535B011 40 Linear Foot 22" Span, 14" Rise Side Drain Pipe535B012 73 Linear Foot 29" Span, 18" Rise Side Drain Pipe570A000 13872 Square Yard Soil Nail Wall571A000 2953 Square Yard Shotcrete 4 Inches Thick573A000 17944 Cubic Yard Aggregate Foundations600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 104 Each Right Of Way Markers602B000 2 Each Land Survey Markers603A003 1 Each Furnishing Type 4 Field Office606A000 500 Linear Foot 6" Underdrain Pipe608A000 3427 Square Yard Separation Geotextile609A000 8025 Square Yard Aggregate Slope Protection609B000 8400 Square Yard Geotextile Filter For Aggregate Slope Protection610C000 2289 Ton Loose Riprap, Class 1610C001 12311 Ton Loose Riprap, Class 2610C002 2920 Ton Loose Riprap, Class 3610C004 147 Ton Loose Riprap, Class 5610D003 33501 Square Yard Filter Blanket, Geotextile614A000 1235 Cubic Yard Slope Paving618B002 591 Square Yard Concrete Driveway, 6" Thick619A003 17 Each 24" Roadway Pipe End Treatment, Class 1619A004 2 Each 30" Roadway Pipe End Treatment, Class 1619A005 8 Each 36" Roadway Pipe End Treatment, Class 1619A006 2 Each 42" Roadway Pipe End Treatment, Class 1619A007 2 Each 48" Roadway Pipe End Treatment, Class 1619A053 1 Each 24" Roadway Pipe End Treatment, Class 2619A101 10 Each 18" Side Drain Pipe End Treatment, Class 1619A102 4 Each 24" Side Drain Pipe End Treatment, Class 1619A207 1 Each 48" Roadway Pipe End Treatment, Class 1 (Double Line)619A228 2 Each 30" Roadway Pipe End Treatment, Class 2 (Double Line)619A231 3 Each 48" Roadway Pipe End Treatment, Class 2 (Double Line)619A273 4 Each 30" Side Drain Pipe End Treatment, Class 1 (Double Line)619A276 4 Each 48" Side Drain Pipe End Treatment, Class 1 (Double Line)619A292 2 Each 54" Side Drain Pipe End Treatment, Class 2 (Double Line)619B016 2 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1619B017 3 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1619B021 2 Each 59" Span, 36" Rise Roadway Pipe End Treatment, Class 1619B067 1 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 2619B069 2 Each 44" Span, 27" Rise Roadway Pipe End Treatment, Class 2619B116 2 Each 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1619B117 2 Each 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1619B268 1 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1 (Double Line)619B283 1 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 2 (Double Line)619B302 1 Each 65" Span, 40" Rise Roadway Pipe End Treatment, Class 1 (Triple Line)619B317 1 Each 65" Span, 40" Rise Roadway Pipe End Treatment, Class 2 (Triple Line)620A000 160 Cubic Yard Minor Structure Concrete621A003 5 Each Junction Boxes, Type 4 Or 1P621A011 6 Each Junction Boxes, Type 1 Or 1P621A013 1 Each Junction Boxes, Type Special621B003 3 Each Junction Box Units, Type 4 Or 1P621B011 3 Each Junction Box Units, Type 1 Or 1P621C015 1 Each Inlets, Type S1 Or S3 (1 Wing)621C016 1 Each Inlets, Type S2 Or S4 (1 Wing)621C020 1 Each Inlets, Type Y621C024 2 Each Inlets, Type C Or P1621C147 1 Each Inlets, Type Special Drop (Type 3)621C158 2 Each Inlets, Type E3 (Partial)621C159 14 Each Inlets, Type E4 (Partial)621D033 3 Each Inlet Units, Type C Or P1621D047 22 Each Inlet Units, Type E4621I003 1 Each Stilling Basins, Type 3623C000 1185 Linear Foot Combination Curb & Gutter, Type C630A001 2275 Linear Foot Steel Beam Guardrail, Class A, Type 2630C000 14 Each Guardrail End Anchor, Type 10

APD-1602(551) JEFFERSON County- 4 -

635A001 30658 Linear Foot Woven Wire Fence (Metal Post)650A000 825 Cubic Yard Topsoil650B000 41880 Cubic Yard Topsoil From Stockpiles652A100 80 Acre Seeding652C000 320 Acre Mowing654A001 15700 Square Yard Solid Sodding (Bermuda)656A010 80 Acre Mulching657E000 785 Linear Foot Step Pool Conveyance658A000 135 Ton Compost Blanket659C001 25870 Square Yard Erosion Control Product, Type S3659C003 108446 Square Yard Erosion Control Product, Type S1659C004 6873 Square Yard Erosion Control Product, Type C2659C005 4172 Square Yard Erosion Control Product, Type C4659C006 3665 Square Yard Erosion Control Product, Type C6659C007 3202 Square Yard Erosion Control Product, Type C8659C008 680 Square Yard Erosion Control Product, Type C10660E021 406 Each Seedlings, Pinus Taeda (Loblolly Pine)660E023 406 Each Seedlings, Pinus Palustris (Longleaf Pine)665A000 51 Acre Temporary Seeding665B001 795 Ton Temporary Mulching665C010 2999 Linear Foot Temporary Pipe665D001 45 Each Temporary Pipe End Treatment665E000 3192 Square Yard Polyethylene665H005 2827 Linear Foot Flow Baffle665I000 1874 Ton Temporary Riprap, Class 2665J002 30111 Linear Foot Silt Fence665N000 600 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 40 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 30111 Linear Foot Silt Fence Removal665Q002 10300 Linear Foot Wattle665T000 9573 Linear Foot Temporary Earth Berms665X000 16 Each Basin Dewatering Device665Z000 1 Lump Sum Construction Stormwater Management666A001 80 Acre Pest Control Treatment672A100 8 Each Active Treatment System, 500 GPM672A101 4 Each Active Treatment System, 1000 GPM672A102 1 Each Active Treatment System, 1500 GPM672A104 2 Each Active Treatment System, 2500 GPM672A106 1 Each Active Treatment System, 3500 GPM672B100 336 Each Active Treatment System, 500 GPM, Operating Day672B101 168 Each Active Treatment System, 1000 GPM, Operating Day672B102 42 Each Active Treatment System, 1500 GPM, Operating Day672B104 84 Each Active Treatment System, 2500 GPM, Operating Day672B106 42 Each Active Treatment System, 3500 GPM, Operating Day672C100 12888 Each Flocculant Application, Ditch Check672C101 3024 Each Flocculant Application, Temporary Slope Drain672C102 1152 Each Flocculant Application, Sedimentation Basin672C103 2304 Each Flocculant Application, Inlet Protection672D000 1 Each Contractor Retained Tubidimeter673A000 5203 Square Yard Clay Liner674A000 1600 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 1,990,000.00)701A227 8 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 10 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 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 3205 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 5 Mile Broken Temporary Traffic Stripe701C001 33 Mile Solid Temporary Traffic Stripe701D005 6 Mile Solid Traffic Stripe Removed703A002 17663 Square Foot Traffic Control Markings, Class 2, Type A703B002 381 Square Foot Traffic Control Legends, Class 2, Type A703D001 530 Square Foot Temporary Traffic Control Markings705A011 1655 Each Pavement Markers, Class C, Type 1-A705A023 963 Each Pavement Markers, Class C, Type 2-D705A030 303 Each Pavement Markers, Class A-H, Type 2-C705A032 434 Each Pavement Markers, Class A-H, Type 1-B705A037 226 Each Pavement Markers, Class A-H, Type 2-D

APD-1602(551) JEFFERSON County- 5 -

705A038 1054 Each Pavement Markers, Class A-H, Type 2-E710A115 333 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 46 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B021 826 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)713A000 1138 Linear Foot Permanent Barricades726A000 2370 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 100 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D021 10 Each Portable Impact Attenuator Assembly (Bi-directional,TL-2)740B000 1724 Square Foot Construction Signs740D000 300 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740F002 86 Each Barricades, Type III740I002 30 Each Warning Lights, Type B740M001 100 Each Ballast For Cone741C010 4 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2999 000 5600 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