ALABAMAalletting.dot.state.al.us/.../NTCSeptember_26_2014.pdf · 9/26/2014 · ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD OFFICE ENGINEER - ROOM E-108 MONTGOMERY,

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation LettingSeptember 26, 2014

10:00 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

September 26, 2014

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 ACCEPTING 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 ____ $100.00 ____ 007 NHF-0006(521), PICKENS$5.00 ____ $ 67.00 ____ 008 NHF-BRF-0210(506), HOUSTON$5.00 ____ $ 51.00 ____ 010 ACAA58374-ATRP(004), SHELBY$5.00 ____ $ 41.00 ____ 011 ACAA59028-ATRP(007), MADISON$5.00 ____ $ 3.00 ____ 014 ACAA61006-ATRP(008), JEFFERSON$5.00 ____ $ 10.00 ____ 017 ACAA62032-ATRP(003), JEFFERSON$5.00 ____ $ 3.00 ____ 023 ACNU58480-ATRP(003), LAMAR$5.00 ____ $ 30.00 ____ 024 ACNU59441-ATRP(010), TALLADEGA$5.00 ____ $ 4.00 ____ 025 ACNU59550-ATRP(002),ETC., CLAY$5.00 ____ $ 4.00 ____ 026 ACNU61045-ATRP(003), DALLAS$5.00 ____ $ 15.00 ____ 027 ACNU61163-ATRP(001), BALDWIN$5.00 ____ $ 6.00 ____ 028 ACNU61249-ATRP(006),ETC., CHEROKEE$5.00 ____ $ 3.00 ____ 029 ACNU61278-ATRP(007), JACKSON$5.00 ____ $ 3.00 ____ 030 ACNU61305-ATRP(007), MARSHALL$5.00 ____ $ 6.00 ____ 031 ACNU61855-ATRP(005),ETC., LIMESTONE$5.00 ____ $ 34.00 ____ 035 ACOA59426-ATRP(004), BALDWIN$5.00 ____ $100.00 ____ 036 ACOA59521-ATRP(003), BALDWIN$5.00 ____ $ 7.00 ____ 037 ACOA59592-ATRP(003), DALLAS$5.00 ____ $ 4.00 ____ 038 ACOA59759-ATRP(001), CULLMAN$5.00 ____ $ 4.00 ____ 039 ACOA59767-ATRP(004), DEKALB$5.00 ____ $ 3.00 ____ 040 ACOA61308-ATRP(002), MARSHALL$5.00 ____ $ 3.00 ____ 041 ACOA61319-ATRP(007), MARSHALL$5.00 ____ $ 8.00 ____ 042 ACOA61557-ATRP(004), ESCAMBIA$5.00 ____ $ 6.00 ____ 043 ACOA61853-ATRP(003), COFFEE$5.00 ____ $ 48.00 ____ 047 BR-0075(511), MARSHALL$5.00 ____ $ 3.00 ____ 050 BRZ-1613(250), COFFEE$5.00 ____ $ 79.00 ____ 053 ERPR-8930(921), CONECUH,ETC.$5.00 ____ $ 4.00 ____ 056 HRRR-3614(250), JACKSON$5.00 ____ $ 24.00 ____ 059 NH-HSIP-0020(516), COLBERT$5.00 ____ $ 21.00 ____ 061 SRTS-SR12(913), JEFFERSON$5.00 ____ $ 3.00 ____ 062 STPAA-0017(560), FRANKLIN,ETC.$5.00 ____ $ 3.00 ____ 063 STPAA-0243(502), FRANKLIN$5.00 ____ $ 9.00 ____ 064 STPAA-7804(603), AUTAUGA$5.00 ____ $ 5.00 ____ 070 STPNU-1014(250),ETC., CHEROKEE$5.00 ____ $ 18.00 ____ 074 STPOA-8817(600), COLBERT$5.00 ____ $ 10.00 ____ 077 99-406-261-231-402, ELMORE$5.00 ____ $ 3.00 ____ 078 99-506-690-000-401, BUTLER,ETC.$5.00 ____ $ 17.00 ____ 079 99-507-690-000-401, BARBOUR,ETC.

__________________________________________________________________________________________PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

EACH QTY.$125.00 ___ 2014 STANDARD HIGHWAY DRAWINGS$125.00 ___ 2014 METRIC STANDARD HIGHWAY DRAWINGS$ 25.00 ___ 2014 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: ____________

NHF-0006(521) PICKENS County- 2 -

205A015 1 Each Removal Of Structures, Structure No. 15205A016 1 Each Removal Of Structures, Structure No. 16205A017 1 Each Removal Of Structures, Structure No. 17205A018 1 Each Removal Of Structures, Structure No. 18205A019 1 Each Removal Of Structures, Structure No. 19205A020 1 Each Removal Of Structures, Structure No. 20205A021 1 Each Removal of Structures, Structure No. 21205A022 1 Each Removal Of Structures, Structure No. 22206B000 1 Lump Sum Removal Of Old Box Culvert, Station Sta. 289+54.80206C002 748 Square Yard Removing Concrete Slope Paving206D000 1828 Linear Foot Removing Pipe206D003 691 Linear Foot Removing Curb And Gutter206D011 2790 Linear Foot Removing Fence206E000 45 Each Removing Headwalls206E001 1 Each Removing Inlets210A000 638193 Cubic Yard Unclassified Excavation210D011 121316 Cubic Yard Borrow Excavation (A-4 Or Better)210F001 103486 Ton Borrow Excavation (Underwater Embankment)214A000 19204 Cubic Yard Structure Excavation214B001 4236 Cubic Yard Foundation Backfill, Commercial230A000 342 Roadbed Station Roadbed Processing243A006 5034 Square Yard Soil Stabilization Geogrid250B002 350 Cubic Yard Disposal Of Hydrocarbon Contaminated Soil (Specialty Item)250C000 3 Each Underground Storage Tank Removal (Specialty Item)250N001 1500 Gallon Removing And Disposing Tank Contents (Sludge) (Specialty Item)260A000 113 Cubic Yard Cement Mortar Flowable Backfill, Mix 1301A004 75364 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 4"

Compacted Thickness301A009 223891 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5.25"

Compacted Thickness305B071 500 Ton Coarse Aggregate, Section 801, For Miscellaneous Use305B074 21921 Ton Drainage Plane, Section 822, ALDOT #67 stone 12" thickness305B077 1000 Ton Crushed Aggregate, Section 825, For Miscellaneous Use327E000 17131 Ton Permeable Asphalt Treated Base401A000 58206 Square Yard Bituminous Treatment A401A043 83501 Square Yard Bituminous Treatment AE401B100 83452 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 26948 Gallon Tack Coat407B000 31 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 31307 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 133 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)408A054 53479 Square Yard Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A280 12472 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A360 2723 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A363 500 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424A369 461 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B281 23489 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B289 500 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E424B581 34566 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B585 500 Ton Superpave Bituminous Concrete Lower Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E424B589 500 Ton Superpave Bituminous Concrete Lower Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E424B651 4863 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B659 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B662 853 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B681 8394 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D


424B692 1707 Ton Superpave Bituminous Concrete Lower Binder Layer,Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424C280 8209 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range E

424C290 500 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"Maximum Aggregate Size Mix, ESAL Range E

424C360 4641 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

424C370 1195 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"Maximum Aggregate Size Mix, ESAL Range C/D

428C000 107508 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B003 500 Ton Aggregate Surfacing (ALDOT #57)430B011 250 Ton Aggregate Surfacing (ALDOT #5)430B013 1821 Ton Aggregate Surfacing (ALDOT #67)430B050 7815 Ton Aggregate Surfacing(ALDOT#1)502A000 139495 Pound Steel Reinforcement524A010 199 Cubic Yard Culvert Concrete524B011 447 Cubic Yard Culvert Concrete Extension (Cast In Place)530A001 222 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 4251 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 324 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A004 959 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A005 155 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A006 39 Linear Foot 48" Roadway Pipe (Class 3 R.C.)530A007 198 Linear Foot 54" Roadway Pipe (Class 3 R.C.)530A015 219 Linear Foot 36" Roadway Pipe (Class 4 R.C.)530A017 138 Linear Foot 48" Roadway Pipe (Class 4 R.C.)530A026 348 Linear Foot 36" Roadway Pipe (Class 5 R.C.)530A800 13 Linear Foot 15" Roadway Pipe (14 Gauge C.C.S.) (Stack Pipe)(No Bedding Required)530B002 47 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.)530B005 240 Linear Foot 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.)530C004 200 Linear Foot 36" Roadway Pipe, Jacked Installation (Smooth Steel)533A098 222 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 5184 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)533A108 91 Linear Foot 24" Storm Sewer Pipe (Class 4 R.C.)535A002 366 Linear Foot 24" Side Drain Pipe535A003 334 Linear Foot 30" Side Drain Pipe535A004 178 Linear Foot 36" Side Drain Pipe535A006 1143 Linear Foot 48" Side Drain Pipe535A007 220 Linear Foot 54" Side Drain Pipe535A008 280 Linear Foot 60" Side Drain Pipe535A077 60 Linear Foot 12" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 116 Each Right Of Way Markers603A000 1 Each Furnishing Type 1 Field Office605A002 49738 Linear Foot Pavement Edge Drain (Aggregate Filled Underdrain)605B000 52 Each Special Underdrain Outlet, Type A605B001 82 Each Special Underdrain Outlet, Type B606A000 2150 Linear Foot 6" Underdrain Pipe608A000 104810 Square Yard Separation Geotextile610C000 500 Ton Loose Riprap, Class 1610C001 27290 Ton Loose Riprap, Class 2610D003 82079 Square Yard Filter Blanket, Geotextile614A000 146 Cubic Yard Slope Paving619A002 6 Each 18" Roadway Pipe End Treatment, Class 1619A003 42 Each 24" Roadway Pipe End Treatment, Class 1619A004 3 Each 30" Roadway Pipe End Treatment, Class 1619A005 12 Each 36" Roadway Pipe End Treatment, Class 1619A007 2 Each 48" Roadway Pipe End Treatment, Class 1619A008 1 Each 54" Roadway Pipe End Treatment, Class 1619A055 1 Each 36" Roadway Pipe End Treatment, Class 2619A056 2 Each 42" Roadway Pipe End Treatment, Class 2619A058 1 Each 54" Roadway Pipe End Treatment, Class 2619A099 2 Each 12" Side Drain Pipe End Treatment, Class 1619A102 8 Each 24" Side Drain Pipe End Treatment, Class 1619A103 10 Each 30" Side Drain Pipe End Treatment, Class 1619A104 4 Each 36" Side Drain Pipe End Treatment, Class 1619A127 4 Each 24" Side Drain Pipe End Treatment, Class 2


619A131 4 Each 48" Side Drain Pipe End Treatment, Class 2619A132 2 Each 54" Side Drain Pipe End Treatment, Class 2619A202 2 Each 24" Roadway Pipe End Treatment, Class 1 (Double Line)619A204 2 Each 36" Roadway Pipe End Treatment, Class 1 (Double Line)619A233 4 Each 60" Roadway Pipe End Treatment, Class 2 (Double Line)619A291 10 Each 48" Side Drain Pipe End Treatment, Class 2 (Double Line)619A292 1 Each 54" Side Drain Pipe End Treatment, Class 2 (Double Line)619B017 2 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1619B020 2 Each 51" Span, 31" Rise Roadway Pipe End Treatment, Class 1620A000 28 Cubic Yard Minor Structure Concrete621A002 2 Each Junction Boxes, Type 4 Or 2P621A003 1 Each Junction Boxes, Type 4 Or 1P621A004 7 Each Junction Boxes, Type 4621A011 3 Each Junction Boxes, Type 1 Or 1P621A019 12 Each Junction Boxes, Type 1 Or 2P621B002 2 Each Junction Box Units, Type 4 Or 2P621B003 3 Each Junction Box Units, Type 4 Or 1P621B004 4 Each Junction Box Units, Type 4621B011 2 Each Junction Box Units, Type 1 Or 1P621B014 11 Each Junction Box Units, Type 1 Or 2P621C020 56 Each Inlets, Type Y621C021 1 Each Inlets, Type P2 Or P3621C109 1 Each Inlets, Type PD621C132 2 Each Inlets, Type Y (Modified)621D019 70 Each Inlet Units, Type Y621I007 1 Each Stilling Basins, Type 7630A001 6976 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 8 Each Guardrail End Anchor, Type 8630C050 10 Each Guardrail End Anchor, Type 20 Series635A000 320 Linear Foot Woven Wire Fence636A000 1070 Linear Foot Barbed Wire Fence, 4 Strands, 4 Feet High650A000 36201 Cubic Yard Topsoil650B000 22269 Cubic Yard Topsoil From Stockpiles652A100 170 Acre Seeding652C000 1020 Acre Mowing654A001 1156 Square Yard Solid Sodding (Bermuda)656A010 170 Acre Mulching659C001 103280 Square Yard Erosion Control Product, Type S3659C002 17739 Square Yard Erosion Control Product, Type S2659C004 28191 Square Yard Erosion Control Product, Type C2659C006 1436 Square Yard Erosion Control Product, Type C6659C007 26755 Square Yard Erosion Control Product, Type C8665A000 86 Acre Temporary Seeding665B001 3052 Ton Temporary Mulching665C010 4110 Linear Foot Temporary Pipe665D001 31 Each Temporary Pipe End Treatment665E000 2502 Square Yard Polyethylene665F000 1000 Each Hay Bales665G000 1200 Each Sand Bags665H005 5220 Linear Foot Flow Baffle665I000 8661 Ton Temporary Riprap, Class 2665J002 46546 Linear Foot Silt Fence665K000 73990 Cubic Yard Drainage Sump Excavation665L000 1060 Linear Foot Floating Basin Boom665N000 4000 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 500 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 46546 Linear Foot Silt Fence Removal665P005 64 Each Inlet Protection, Stage 3 Or 4665Q002 7550 Linear Foot Wattle665S000 5000 Linear Foot Brush Barrier665T000 20000 Linear Foot Temporary Earth Berms665X000 31 Each Basin Dewatering Device666A001 170 Acre Pest Control Treatment672C100 2368 Each Flocculant Application, Ditch Check672C101 432 Each Flocculant Application, Temporary Slope Drain672C102 558 Each Flocculant Application, Sedimentation Basin672C103 1800 Each Flocculant Application, Inlet Protection680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 1,500,000.00)


701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 11 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 11 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 10730 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 21 Mile Broken Temporary Traffic Stripe701C001 64 Mile Solid Temporary Traffic Stripe701D005 10 Mile Solid Traffic Stripe Removed701E003 2000 Linear Foot Solid Temporary Traffic Stripe (Tape)701G142 900 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 900 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 900 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 900 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 2000 Linear Foot Solid Traffic Stripe Removed (Plastic)701H002 2000 Linear Foot Solid Traffic Stripe Removed (Tape)701H006 1000 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 3517 Square Foot Traffic Control Markings, Class 2, Type A703A011 33 Square Foot Traffic Control Markings, Class W, Type A703B002 839 Square Foot Traffic Control Legends, Class 2, Type A703D001 2241 Square Foot Temporary Traffic Control Markings705A011 170 Each Pavement Markers, Class C, Type 1-A705A012 390 Each Pavement Markers, Class C, Type 1-B705A023 125 Each Pavement Markers, Class C, Type 2-D705A024 125 Each Pavement Markers, Class C, Type 2-E705A030 285 Each Pavement Markers, Class A-H, Type 2-C705A031 1000 Each Pavement Markers, Class A-H, Type 1-A705A032 390 Each Pavement Markers, Class A-H, Type 1-B705A037 140 Each Pavement Markers, Class A-H, Type 2-D705A038 125 Each Pavement Markers, Class A-H, Type 2-E707B003 2 Each Type A Hazard Marker Installation709A000 10 Each Milepost, Type A710A115 363 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 492 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B021 1794 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)726A000 790 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 10 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D020 1 Each Portable Impact Attenuator (Unidirectional,TL-2)740B000 2288 Square Foot Construction Signs740D000 1350 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 57 Each Barricades, Type III740I002 31 Each Warning Lights, Type B740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 3 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

NHF-BRF-0210(506) HOUSTON County- 2 -

305B074 600 Ton Drainage Plane, Section 822, (ALDOT #57)401A000 11760 Square Yard Bituminous Treatment A407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 30227 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A281 3435 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E424B281 5068 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B285 2 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E424B288 1198 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

3/4" Maximum Aggregate Size Mix, ESAL Range E424B581 1377 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E428C000 6160 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B014 500 Ton Aggregate Surfacing (ALDOT #410 Modified)430B050 1780 Ton Aggregate Surfacing(ALDOT#1)450B000 296 Square Yard Reinforced Cement Concrete Bridge End Slab502A001 27519 Pound Steel Reinforcement (Grade 60)502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 668+92.0, Approximately 50,370 Pounds502B001 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 668+92.0, Approximately 62,177 Pounds505A005 2 Each Steel Test Piles (HP 14x89)505B060 2 Each Static Loading Tests (HP 14x89)505B090 2 Each Dynamic Loading Tests (HP 14x89)505M012 2670 Linear Foot Steel Piling Furnished And Driven (HP 14 x 89)508A000 18426 Pound Structural Steel510A000 119 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

Station 668+92.0, Approximately 231.4 Cubic Yards510C052 1 Lump Sum Bridge Concrete Superstructure,

Station 668+92.0, Approximately 270.2 Cubic Yards510E000 1437 Square Yard Grooving Concrete Bridge Decks511A053 30 Each Elastomeric Bearing Type 2 (Mark B4)513B019 1775 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-63

(Specialty Item)530A006 6 Linear Foot 48" Roadway Pipe (Class 3 R.C.)533A098 1658 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 857 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)535A001 269 Linear Foot 18" Side Drain Pipe535A002 406 Linear Foot 24" Side Drain Pipe540A000 1 Lump Sum ABC-Temporary Shoring, BIN 020951 SBR540A001 1 Lump Sum ABC-Temporary Shoring, BIN 020952 NBR540B000 1 Lump Sum ABC-Temporary Supports, BIN 020951 SBR540B001 1 Lump Sum ABC-Temporary Supports, BIN 020952 NBR540C000 1 Lump Sum ABC-Horizontal Slide, BIN 020951 SBR540C001 1 Lump Sum ABC-Horizontal Slide, BIN 020952 NBR600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories603A002 1 Each Furnishing Type 3 Field Office606A000 500 Linear Foot 6" Underdrain Pipe608A000 2600 Square Yard Separation Geotextile610C001 1392 Ton Loose Riprap, Class 2610D003 3260 Square Yard Filter Blanket, Geotextile614A000 151 Cubic Yard Slope Paving618A000 345 Square Yard Concrete Sidewalk, 4" Thick619A003 1 Each 24" Roadway Pipe End Treatment, Class 1619A007 1 Each 48" Roadway Pipe End Treatment, Class 1619A101 8 Each 18" Side Drain Pipe End Treatment, Class 1619A102 13 Each 24" Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A004 1 Each Junction Boxes, Type 4621A011 23 Each Junction Boxes, Type 1 Or 1P621B004 1 Each Junction Box Units, Type 4621B011 1 Each Junction Box Units, Type 1 Or 1P621C001 1 Each Inlets, Type B


621C008 1 Each Inlets, Type E621C015 23 Each Inlets, Type S1 Or S3 (1 Wing)621C017 2 Each Inlets, Type S1 Or S3 (2 Wing)621C069 2 Each Inlets, Type E3621C070 3 Each Inlets, Type E4621D008 2 Each Inlet Units, Type E621D015 6 Each Inlet Units, Type S1 Or S3621D047 4 Each Inlet Units, Type E4621E001 2 Each Manholes, Type M623B000 1836 Linear Foot Concrete Curb, Type N623C000 4592 Linear Foot Combination Curb & Gutter, Type C629A015 30 Linear Foot Concrete Median Or Safety Barrier, Type TES (Double Faced)629A021 230 Linear Foot Concrete Median Or Safety Barrier, Type 1630A001 625 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 2 Each Guardrail End Anchor, Type 8630C003 3 Each Guardrail End Anchor, Type 13630C050 1 Each Guardrail End Anchor, Type 20 Series650A000 3605 Cubic Yard Topsoil652A100 3 Acre Seeding652C000 3 Acre Mowing654A001 10577 Square Yard Solid Sodding (Bermuda)656A010 3 Acre Mulching659A048 4818 Square Yard Rolled Erosion Control Product, Type (5A)665A000 3 Acre Temporary Seeding665B001 25 Ton Temporary Mulching665C010 40 Linear Foot Temporary Pipe665E000 240 Square Yard Polyethylene665G000 140 Each Sand Bags665I000 375 Ton Temporary Riprap, Class 2665J002 1416 Linear Foot Silt Fence665K000 680 Cubic Yard Drainage Sump Excavation665O001 1416 Linear Foot Silt Fence Removal665P005 37 Each Inlet Protection, Stage 3 Or 4665Q002 1085 Linear Foot Wattle665T000 480 Linear Foot Temporary Earth Berms666A001 3 Acre Pest Control Treatment674A000 1000 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 254,450.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 1 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 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B059 294 Linear Foot Dotted, Class W, Type A Traffic Stripe(Lane Drop 10" Wide)701B063 2246 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 1434 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 3 Mile Broken Temporary Traffic Stripe701C001 7 Mile Solid Temporary Traffic Stripe701F000 6514 Linear Foot Dotted Temporary Traffic Stripe701G142 294 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 441 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 147 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 8000 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 7500 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 5879 Square Foot Traffic Control Markings, Class 2, Type A703A011 17 Square Foot Traffic Control Markings, Class W, Type A703B002 494 Square Foot Traffic Control Legends, Class 2, Type A703C001 500 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)703D001 11314 Square Foot Temporary Traffic Control Markings705A011 458 Each Pavement Markers, Class C, Type 1-A705A012 270 Each Pavement Markers, Class C, Type 1-B705A030 338 Each Pavement Markers, Class A-H, Type 2-C705A031 77 Each Pavement Markers, Class A-H, Type 1-A705A037 6 Each Pavement Markers, Class A-H, Type 2-D710A115 123 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)


720A026 3 Each Vehicular Impact Attenuator Assembly (Bi-directional,TL-3)726A000 400 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 20 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D020 2 Each Portable Impact Attenuator (Unidirectional,TL-2)730A000 1 Lump Sum Removal Of Existing Traffic Control Unit ( SR-210 @ Fortner Street)730A001 1 Lump Sum Removal Of Existing Traffic Control Unit ( SR-210 @ Bauman Drive)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

SR-210 @ Fortner Street)730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit ( SR-210 @ Bauman Drive)730E000 8 Each Metal Traffic Signal Pole Foundation730G001 8 Each Metal Traffic Signal Strain Pole730K000 8 Each Traffic Signal Junction Box730L002 35 Linear Foot 1", Metallic, Conduit730L003 195 Linear Foot 1", Non-Metallic, Conduit730L005 80 Linear Foot 2", Non-Metallic, Conduit730N000 8 Each Luminaire Extension Assembly, 12 Feet730P022 16 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730P024 4 Each Vehicular Signal Head, 12 Inch, 5 Section, Type LED730R022 2 Each Controller Assembly, Type III, 8 Phase730S002 1 Lump Sum Furnishing And Installing Emergency Vehicle Preemption

System( SR-210 @ Fortner Street)730S003 1 Lump Sum Furnishing And Installing Emergency Vehicle Preemption

System( SR-210 @ Bauman Drive)730T000 2 Each Wood Pole730U400 1 Lump Sum Radar Detection System ( SR-210@ Fortner Street)730U401 1 Lump Sum Radar Detection System ( SR-210 @ Bauman Drive)740B000 2876 Square Foot Construction Signs740D000 150 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740F002 12 Each Barricades, Type III740I002 12 Each Warning Lights, Type B740L004 110 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 3999 000 1440 Hour Trainee Hours At 80 Cents Per Hour








010

Notice To ContractorsFederal Aid Project No.ACAA58374-ATRP(004)SHELBY 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.,September 26, 2014, and at that time publicly opened for constructing the following:

RESURFACING AND TRAFFIC STRIPE ON CR-353 (HUGH DANIEL ROAD) FROMAPPROXIMATELY 4000 FEET EAST OF THE JUNCTION OF SR-38(US-280) TO THE JUNCTION OF CR-41(DUNAVANT ROAD) IN HOOVER

The Length Of This Project Is: 2.260 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 Sixty(60) Working Days.

A 6.00% DBE Contract Obligation Is Required.

A Bidding Proposal may be purchased for $5.00.Plans may be purchased for $51.00 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 $836,214 To $1,022,039The Principal Items Of Work Are Approximately As Follows:

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

206D000 6 Linear Foot Removing Pipe206D001 160 Linear Foot Removing Guardrail206E000 1 Each Removing Headwalls206E008 1 Each Removing Guardrail End Anchor (All Type)210A000 1129 Cubic Yard Unclassified Excavation210D001 394 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 89 Cubic Yard Structure Excavation214B001 19 Cubic Yard Foundation Backfill, Commercial305B071 68 Ton Coarse Aggregate, Section 801, For Miscellaneous Use405A000 1964 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 39270 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A340 4418 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B

ACAA58374-ATRP(004) SHELBY County- 2 -

424B639 670 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

424B643 66 Ton Superpave Bituminous Concrete Upper Binder Layer,Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

430B018 100 Ton Aggregate Surfacing (ALDOT #410 Modified Or #467)530B002 53 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.)533B099 49 Linear Foot 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.)534E001 1283 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)600A000 1 Lump Sum Mobilization609A000 500 Square Yard Aggregate Slope Protection609B000 500 Square Yard Geotextile Filter For Aggregate Slope Protection610C001 38 Ton Loose Riprap, Class 2610D003 531 Square Yard Filter Blanket, Geotextile614A000 92 Cubic Yard Slope Paving619B017 1 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1619B142 1 Each 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 2621C015 1 Each Inlets, Type S1 Or S3 (1 Wing)621C024 1 Each Inlets, Type C Or P1629A051 878 Linear Foot Concrete Median Or Safety Barrier, Type 1 (Modified)630A033 38 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C003 1 Each Guardrail End Anchor, Type 13630C050 2 Each Guardrail End Anchor, Type 20 Series650A000 555 Cubic Yard Topsoil652C000 1 Acre Mowing654A000 3376 Square Yard Solid Sodding659C007 1378 Square Yard Erosion Control Product, Type C8659C008 406 Square Yard Erosion Control Product, Type C10665G000 100 Each Sand Bags665I002 300 Ton Temporary Riprap, Class 1665J002 2850 Linear Foot Silt Fence665N000 68 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 2850 Linear Foot Silt Fence Removal665P005 7 Each Inlet Protection, Stage 3 Or 4680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 47,000.00)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)701B207 1077 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 10 Mile Solid Temporary Traffic Stripe703A002 479 Square Foot Traffic Control Markings, Class 2, Type A703B002 240 Square Foot Traffic Control Legends, Class 2, Type A703D001 282 Square Foot Temporary Traffic Control Markings705A030 58 Each Pavement Markers, Class A-H, Type 2-C705A031 718 Each Pavement Markers, Class A-H, Type 1-A705A032 412 Each Pavement Markers, Class A-H, Type 1-B705A037 344 Each Pavement Markers, Class A-H, Type 2-D705A038 198 Each Pavement Markers, Class A-H, Type 2-E707G001 23 Each Barrier Rail Mounted Delineator (Bi-Directional)710A115 24 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 42 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)740B000 559 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 75 Each Cones (36 Inches High)740F002 5 Each Barricades, Type III740I002 2 Each Warning Lights, Type B740M001 75 Each Ballast For Cone740O000 1 Each Pilot Car








011

Notice To ContractorsFederal Aid Project No.ACAA59028-ATRP(007)

MADISON COUNTY, Alabama


BRIDGE REPLACEMENT AND APPROACHES ON CR-93 (WINCHESTER ROAD)OVER THE FLINT RIVER IN HUNTSVILLE



The Entire Project Shall Be Completed In Three Hundred(300) 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 $6,291,505 To $7,689,618The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing & Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approximately 5 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station 305+01.00206D000 181 Linear Foot Removing Pipe206D001 300 Linear Foot Removing Guardrail206D028 60 Linear Foot Removing Steel Sheet Piling206E001 1 Each Removing Inlets206E008 2 Each Removing Guardrail End Anchor (All Type)210A000 1287 Cubic Yard Unclassified Excavation210D000 29667 Cubic Yard Borrow Excavation214A000 1256 Cubic Yard Structure Excavation214B001 306 Cubic Yard Foundation Backfill, Commercial231B002 1556 Ton Roadbed Stabilizing Material, ALDOT #410 (Modified)301A008 35 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness301A012 8714 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 9165 Square Yard Bituminous Treatment A

ACAA59028-ATRP(007) MADISON County- 2 -

405A000 3216 Gallon Tack Coat408A051 2339 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)424A356 522 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"

Maximum Aggregate Size Mix, ESAL Range C/D424B650 95 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B651 1224 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B658 222 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B680 954 Ton Superpave Bituminous Concrete Lower Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 94 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C360 1560 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D430B014 588 Ton Aggregate Surfacing (ALDOT #410 Modified)450B000 310 Square Yard Reinforced Cement Concrete Bridge End Slab502A001 221122 Pound Steel Reinforcement (Grade 60)502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 304+80.00, Approximately 365,480 Pounds505I000 515 Square Foot Temporary Steel Sheet Piling506A005 173 Linear Foot Drilled Shaft Excavation, 3'-6" Diameter506A006 96 Linear Foot Drilled Shaft Excavation, 5'-6" Diameter506B002 138 Linear Foot Special Drilled Shaft Excavation, 3'-6" Diameter506B006 180 Linear Foot Special Drilled Shaft Excavation, 5'-6" Diameter506C041 311 Linear Foot Drilled Shaft Construction, 3'-6" Diameter, Class DS1 Concrete506C045 276 Linear Foot Drilled Shaft Construction, 5'-6" Diameter, Class DS1 Concrete506F009 20 Linear Foot Permanent Drilled Shaft Casing, 5'-6" Diameter506G001 2 Each Crosshole Sonic Logging, 3'-6" Diameter506G005 7 Each Crosshole Sonic Logging, 5'-6" Diameter508A000 16648 Pound Structural Steel510A000 713 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

Station 304+80.00, Approximately 1701 Cubic Yards510E000 4070 Square Yard Grooving Concrete Bridge Decks511A053 96 Each Elastomeric Bearing Type 2 (Mark B4)511A073 24 Each Elastomeric Bearing Type 4 (Mark VB4)513B017 1608 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-72

(Specialty Item)513B019 5208 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-63

(Specialty Item)529A011 2108 Square Foot Retaining Wall(Cast In Place)530A004 122 Linear Foot 36" Roadway Pipe (Class 3 R.C.)533A098 57 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A100 397 Linear Foot 30" Storm Sewer Pipe (Class 3 R.C.)533A101 246 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)533A102 41 Linear Foot 42" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 23 Each Right Of Way Markers606A005 210 Linear Foot 6" Underdrain Pipe,Type 9610C001 3176 Ton Loose Riprap, Class 2610D003 1820 Square Yard Filter Blanket, Geotextile618A000 874 Square Yard Concrete Sidewalk, 4" Thick619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A055 1 Each 36" Roadway Pipe End Treatment, Class 2619A056 1 Each 42" Roadway Pipe End Treatment, Class 2620A000 10 Cubic Yard Minor Structure Concrete621A005 1 Each Junction Boxes, Type 1621B005 2 Each Junction Box Units, Type 1621C027 1 Each Inlets, Type C621C065 13 Each Inlets, Type S (Modified) (1 Wing)621D002 1 Each Inlet Units, Type C621D132 9 Each Inlet Units, Type S (Modified)623A004 39 Linear Foot Concrete Gutter (Modified)623C003 1603 Linear Foot Combination Curb & Gutter, Type C (Modified)630A001 449 Linear Foot Steel Beam Guardrail, Class A, Type 2


630C003 4 Each Guardrail End Anchor, Type 13630C050 6 Each Guardrail End Anchor, Type 20 Series634A002 1371 Linear Foot Industrial Fence, 6 Feet High650A000 1287 Cubic Yard Topsoil652A100 2 Acre Seeding652C000 2 Acre Mowing654A000 2414 Square Yard Solid Sodding656A010 2 Acre Mulching659C004 116 Square Yard Erosion Control Product, Type C2665A000 2 Acre Temporary Seeding665B001 4 Ton Temporary Mulching665G000 760 Each Sand Bags665I000 12 Ton Temporary Riprap, Class 2665J002 5807 Linear Foot Silt Fence665L000 400 Linear Foot Floating Basin Boom665O001 5807 Linear Foot Silt Fence Removal665P005 18 Each Inlet Protection, Stage 3 Or 4665Q002 291 Linear Foot Wattle666A001 2 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 310,140.00)701B207 218 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 2 Mile Solid Temporary Traffic Stripe701C006 1 Mile Solid Temporary Traffic Stripe (Removable Tape)701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D009 1 Mile Solid Traffic Stripe Removed (Tape)701G009 1150 Linear Foot Solid White, Class 1, Type A Traffic Stripe701G027 1150 Linear Foot Solid Yellow, Class 1, Type A Traffic Stripe701G253 2169 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)701G265 3108 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)703A002 6599 Square Foot Traffic Control Markings, Class 2, Type A703B002 23 Square Foot Traffic Control Legends, Class 2, Type A703D000 3618 Square Foot Temporary Traffic Control Markings (Tape)703D001 30 Square Foot Temporary Traffic Control Markings705A023 100 Each Pavement Markers, Class C, Type 2-D705A030 75 Each Pavement Markers, Class A-H, Type 2-C705A032 51 Each Pavement Markers, Class A-H, Type 1-B705A037 15 Each Pavement Markers, Class A-H, Type 2-D705A038 63 Each Pavement Markers, Class A-H, Type 2-E710A115 81 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)726A000 275 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 20 Linear Foot Portable Concrete Safety Barriers,Type 6-A726A005 575 Linear Foot Portable Concrete Safety Barriers,Type 6(Bridge Bolted)726D021 2 Each Portable Impact Attenuator (Bi-directional,TL-2)730A000 1 Lump Sum Removal Of Existing Traffic Control Unit (

Winchester Road @ Riverton Road/ Michael Drive)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Winchester Road @ Riverton Road/ Michael Drive)730E000 4 Each Metal Traffic Signal Pole Foundation730F000 1 Each Metal Traffic Signal Pole With 25' Mast Arm Assembly730F001 1 Each Metal Traffic Signal Pole With 30' Mast Arm Assembly730F002 1 Each Metal Traffic Signal Pole With 35' Mast Arm Assembly730F003 1 Each Metal Traffic Signal Pole With 50' Mast Arm Assembly730K000 5 Each Traffic Signal Junction Box730L003 50 Linear Foot 1", Non-Metallic, Conduit730L005 640 Linear Foot 2", Non-Metallic, Conduit730N000 4 Each Luminaire Extension Assembly, 12 Feet730P022 5 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730P023 2 Each Vehicular Signal Head, 12 Inch, 4 Section, Type LED730P024 1 Each Vehicular Signal Head, 12 Inch, 5 Section, Type LED730R052 1 Each Controller Assembly, 170, 8 Phase730T000 1 Each Wood Pole730U015 1 Lump Sum Video Detection System730Y600 1 Lump Sum Furnishing And Installing Pedestal Pole And Foundation With

LED Pedestrian Signal Head


740B000 445 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 75 Each Cones (36 Inches High)740F002 16 Each Barricades, Type III740I002 8 Each Warning Lights, Type B740M001 75 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2756A028 230 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation








014


JEFFERSON COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-123 (TARRANT ROAD) FROM THEJUNCTION OF SR-3 (US-31) TO THE JUNCTION OF CR-121 (NEW CASTLEROAD) IN GARDENDALE



The Entire Project Shall Be Completed In Thirty(30) 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 $493,466 To $603,125The Principal Items Of Work Are Approximately As Follows:

206D001 75 Linear Foot Removing Guardrail206E008 8 Each Removing Guardrail End Anchor (All Type)305B077 324 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 1408 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 28165 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A360 2324 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization610D003 675 Square Yard Filter Blanket, Geotextile630A033 75 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C050 8 Each Guardrail End Anchor, Type 20 Series652A100 1 Acre Seeding

ACAA61006-ATRP(008) JEFFERSON County- 2 -

656A010 1 Acre Mulching665J002 1250 Linear Foot Silt Fence665O001 1250 Linear Foot Silt Fence Removal665Q002 1000 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 28,000.00)701A227 4 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 178 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 4 Mile Solid Temporary Traffic Stripe703A002 244 Square Foot Traffic Control Markings, Class 2, Type A703B002 48 Square Foot Traffic Control Legends, Class 2, Type A703D001 178 Square Foot Temporary Traffic Control Markings705A030 13 Each Pavement Markers, Class A-H, Type 2-C705A037 236 Each Pavement Markers, Class A-H, Type 2-D730H001 1200 Linear Foot Loop Wire730I001 250 Linear Foot Loop Detector Lead-In-Cable740B000 510 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 130 Each Cones (36 Inches High)740M001 130 Each Ballast For Cone740O000 1 Each Pilot Car








017


JEFFERSON COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON DEERFOOT PARKWAY FROM THE I-59INTERCHANGE TO THE JUNCTION OF OLD SPRINGVILLE ROAD



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







405A000 4200 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 84801 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 5936 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization610D003 167 Square Yard Filter Blanket, Geotextile665G000 100 Each Sand Bags665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 250 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 46,0000.00)701A227 8 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)

ACAA62032-ATRP(003) JEFFERSON County- 2 -

701A230 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 1 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 4034 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C002 2 Mile Broken Temporary Traffic Stripe (Paint)701C003 14 Mile Solid Temporary Traffic Stripe (Paint)701D007 1 Mile Solid Traffic Stripe Removed (Paint)701G146 1180 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1180 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 7580 Square Foot Traffic Control Markings, Class 2, Type A703B002 924 Square Foot Traffic Control Legends, Class 2, Type A703D002 1220 Square Foot Temporary Traffic Control Markings (Paint)703E002 37 Square Foot Temporary Traffic Control Legends (Paint)705A030 260 Each Pavement Markers, Class A-H, Type 2-C705A031 94 Each Pavement Markers, Class A-H, Type 1-A705A032 960 Each Pavement Markers, Class A-H, Type 1-B705A037 368 Each Pavement Markers, Class A-H, Type 2-D705A038 619 Each Pavement Markers, Class A-H, Type 2-E707B003 1 Each Type A Hazard Marker Installation710A115 25 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel


14 Ga Square Tubular Steel)730H001 9400 Linear Foot Loop Wire740B000 874 Square Foot Construction Signs740D000 75 Each Channelizing Drums740E000 130 Each Cones (36 Inches High)740M001 130 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2








023

Notice To ContractorsFederal Aid Project No.ACNU58480-ATRP(003)LAMAR COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-2 FROM THE FAYETTE COUNTYLINE TO THE JUNCTION OF SR-96 IN KENNEDY










206E008 1 Each Removing Guardrail End Anchor (All Type)405A000 2609 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 2723 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B642 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B430B043 1100 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630C000 1 Each Guardrail End Anchor, Type 10665J002 900 Linear Foot Silt Fence665O001 900 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 18,000.00)701A030 6 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 4 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 2 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 2 Mile Broken Temporary Traffic Stripe701C001 4 Mile Solid Temporary Traffic Stripe

ACNU58480-ATRP(003) LAMAR County- 2 -

703A004 26 Square Foot Traffic Control Markings, Class 2T, Type A740B000 315 Square Foot Construction Signs740O000 1 Each Pilot Car








024

Notice To ContractorsFederal Aid Project No.ACNU59441-ATRP(010)

TALLADEGA COUNTY, Alabama


ROADWAY IMPROVEMENTS (GRADE, DRAIN, BASE, AND PAVE) ON SR-77FROM JUST SOUTH OF THE I-20 INTERCHANGE TO JUST NORTH OFMAGNOLIA STREET IN LINCOLN



The Entire Project Shall Be Completed In One Hundred Twenty(120) Working Days.








206C003 129 Square Yard Removing Concrete Flumes206C010 188 Square Yard Removing Concrete Driveway206D000 545 Linear Foot Removing Pipe206D002 3948 Linear Foot Removing Curb206E000 1 Each Removing Headwalls206E001 7 Each Removing Inlets210A000 6446 Cubic Yard Unclassified Excavation210D000 1469 Cubic Yard Borrow Excavation214A000 443 Cubic Yard Structure Excavation214B001 174 Cubic Yard Foundation Backfill, Commercial230A000 30 Roadbed Station Roadbed Processing301A012 5129 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 5129 Square Yard Bituminous Treatment A405A000 1500 Gallon Tack Coat

ACNU59441-ATRP(010) TALLADEGA County- 2 -

407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A280 1896 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A360 37 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range E424B581 778 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B587 100 Ton Superpave Bituminous Concrete Lower Binder Layer, Leveling,

1/2" Maximum Aggregate Size Mix, ESAL E424B650 65 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 182 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D430B043 100 Ton Aggregate Surfacing (1" Down, Crusher Run)530A104 5 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)533A098 646 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A350 21 Linear Foot 30" Storm Sewer Pipe (Class 3 R.C.) (Extension)535A080 50 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610D003 92 Square Yard Filter Blanket, Geotextile614A000 29 Cubic Yard Slope Paving619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A004 1 Each 30" Roadway Pipe End Treatment, Class 1619A101 2 Each 18" Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A057 1 Each Junction Boxes, Type Partial621C015 5 Each Inlets, Type S1 Or S3 (1 Wing)621C017 2 Each Inlets, Type S1 Or S3 (2 Wing)621C109 2 Each Inlets, Type PD621D015 4 Each Inlet Units, Type S1 Or S3621D109 2 Each Inlet Units, Type PD623B001 61 Linear Foot Concrete Curb, Type N Special623C000 4323 Linear Foot Combination Curb & Gutter, Type C650B000 2040 Cubic Yard Topsoil From Stockpiles652A100 3 Acre Seeding654A000 1264 Square Yard Solid Sodding656A010 3 Acre Mulching659C001 8431 Square Yard Erosion Control Product, Type S3665A000 5 Acre Temporary Seeding665B001 15 Ton Temporary Mulching665I000 10 Ton Temporary Riprap, Class 2665J002 2754 Linear Foot Silt Fence665O001 2754 Linear Foot Silt Fence Removal665P005 22 Each Inlet Protection, Stage 3 Or 4665Q002 138 Linear Foot Wattle666A001 3 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 56,180.00)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)701A239 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B027 24 Linear Foot Dotted, Class W, Type A Traffic Stripe (5" Wide)701B207 1253 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 4 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe701C006 2 Mile Solid Temporary Traffic Stripe (Removable Tape)701C009 2 Mile Broken Temporary Traffic Stripe (Removable Tape)701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D009 2 Mile Solid Traffic Stripe Removed (Tape)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)701D016 2 Mile Broken Traffic Stripe Removed (Tape)701G142 532 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 532 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 484 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 508 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G161 530 Linear Foot Broken Black, Class W, Type B Traffic Stripe (5" Wide)

ACNU59441-ATRP(010) TALLADEGA County- 3 -

703A002 2964 Square Foot Traffic Control Markings, Class 2, Type A703A011 33 Square Foot Traffic Control Markings, Class W, Type A703B002 264 Square Foot Traffic Control Legends, Class 2, Type A703D001 2964 Square Foot Temporary Traffic Control Markings705A030 282 Each Pavement Markers, Class A-H, Type 2-C705A031 64 Each Pavement Markers, Class A-H, Type 1-A705A032 100 Each Pavement Markers, Class A-H, Type 1-B705A037 106 Each Pavement Markers, Class A-H, Type 2-D705A038 50 Each Pavement Markers, Class A-H, Type 2-E709B000 1 Each Milepost Reset710C000 1 Lump Sum Removal Of Existing Roadway Signs726A000 2200 Linear Foot Portable Concrete Safety Barriers,Type 6730A012 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

AL Hwy 77 At I-20 EB Ramps)730A013 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

AL Hwy 77 At I-20 WB Ramps)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

AL Hwy 77 At I-20 EB Ramps)730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (

AL Hwy 77 At I-20 WB Ramps)730E000 8 Each Metal Traffic Signal Pole Foundation730G001 8 Each Metal Traffic Signal Strain Pole730L002 60 Linear Foot 1", Metallic, Conduit730L003 340 Linear Foot 1", Non-Metallic, Conduit730L005 210 Linear Foot 2", Non-Metallic, Conduit730N010 8 Each Luminaire Extension Assembly, 12 Feet730P022 10 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730P024 2 Each Vehicular Signal Head, 12 Inch, 5 Section, Type LED730R022 2 Each Controller Assembly, Type III, 8 Phase730T000 1 Each Wood Pole730U015 1 Lump Sum Video Detection System730U016 1 Lump Sum Video Detection System740B000 648 Square Foot Construction Signs740D000 125 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit750C010 4 Each Pole Foundation,Roadway750D200 3 Each Electrical Junction Box,Type 1750G010 500 Linear Foot Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND751G025 4 Each Remove & Store Roadway Luminaire Assembly751I000 4 Each Install State Property Roadway Luminaire Assembly751J006 4 Each Remove Luminaire Pole Foundation, Concrete








025

Notice To ContractorsFederal Aid Project No.

ACNU59550-ATRP(002) & ST-014-999-001CLAY 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.,September 26, 2014, and at that time publicly opened for constructing thefollowing:

RESURFACING, TRAFFIC STRIPE, AND SIGNALS AT VARIOUS SITES IN THECITY OF ASHLAND AS INDICATED IN THE PLANS










405A000 700 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 9971 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A346 1341 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B638 100 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1/2"Maximum Aggregate Size Mix, ESAL Range A/B424B642 100 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B430B043 450 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610D003 134 Square Yard Filter Blanket, Geotextile618A000 10 Square Yard Concrete Sidewalk, 4" Thick623C000 16 Linear Foot Combination Curb & Gutter, Type C665J002 250 Linear Foot Silt Fence665O001 250 Linear Foot Silt Fence Removal665Q002 300 Linear Foot Wattle674A000 50 Linear Foot Construction Safety Fence

ACNU59550-ATRP(002) , ETC. CLAY County- 2 -

698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 22,000.00)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)701C001 4 Mile Solid Temporary Traffic Stripe701G253 1460 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)701G265 750 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)703A002 4503 Square Foot Traffic Control Markings, Class 2, Type A703D001 872 Square Foot Temporary Traffic Control Markings705A030 8 Each Pavement Markers, Class A-H, Type 2-C705A032 12 Each Pavement Markers, Class A-H, Type 1-B705A037 117 Each Pavement Markers, Class A-H, Type 2-D705A038 20 Each Pavement Markers, Class A-H, Type 2-E730A012 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

2nd Ave at 1st St N)730A013 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

SR-77 at SR-9/1st St N)730A014 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

SR-77/SR-9 (1st Ave) at CR-31/SR-77)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit ( 2nd Ave N at 1st St N)730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (

SR-77 at SR-9/1st St N)730C002 1 Lump Sum Furnishing And Installing Traffic Control Unit (

SR-77/SR-9 (1st Ave) at CR-31/SR-77)730P022 24 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730R022 3 Each Controller Assembly, Type III, 8 Phase730U015 1 Lump Sum Video Detection System SR-77 at SR-9/1st St N)730U016 1 Lump Sum Video Detection System SR-77/SR-9 (1st Ave) at CR-31/SR-77)740B000 736 Square Foot Construction Signs740D000 150 Each Channelizing Drums740E000 150 Each Cones (36 Inches High)740M001 150 Each Ballast For Cone740O000 1 Each Pilot Car








ACNU61045-ATRP(003) DALLAS County- 2 -

650A000 1706 Cubic Yard Topsoil652A100 5 Acre Seeding656A010 5 Acre Mulching665F000 144 Each Hay Bales665J002 720 Linear Foot Silt Fence665O001 720 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 82,000.00)701A231 19 Mile Solid White, Class 2, Type A Traffic Stripe701A235 12 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 16 Mile Broken Temporary Traffic Stripe701C001 32 Mile Solid Temporary Traffic Stripe701G251 1500 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 570 Square Foot Traffic Control Markings, Class 2, Type A703B002 274 Square Foot Traffic Control Legends, Class 2, Type A705A032 280 Each Pavement Markers, Class A-H, Type 1-B705A037 831 Each Pavement Markers, Class A-H, Type 2-D740B000 421 Square Foot Construction Signs740O000 1 Each Pilot Car








027


BALDWIN COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-2 (GULF STATE PARK ROAD 2)FROM THE JUNCTION OF SR-135 TO THE JUNCTION OF SR-182 IN GULFSHORES



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







206C002 227 Square Yard Removing Concrete Slope Paving206D002 43 Linear Foot Removing Curb210A000 18 Cubic Yard Unclassified Excavation210D022 988 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-2-4(0) Or A-4(0)405A000 1590 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 592 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 5960 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1/2"Maximum Aggregate Size Mix, ESAL Range A/B424B642 200 Ton Superpave Bituminous Concrete Upper Binder Layer,


Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B430B040 29 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization

ACNU61163-ATRP(001) BALDWIN County- 2 -

610A004 227 Square Yard Loose Riprap,Class 2,24" Thick610D003 227 Square Yard Filter Blanket, Geotextile623B008 165 Linear Foot Concrete Curb, Type H629D000 4 Each Bridge Guardrail Retrofit, Type IC630A001 300 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series637A000 674 Linear Foot Fence Reset650A000 655 Cubic Yard Topsoil650B000 148 Cubic Yard Topsoil From Stockpiles654A001 7230 Square Yard Solid Sodding (Bermuda)665J002 1332 Linear Foot Silt Fence665L000 300 Linear Foot Floating Basin Boom665O001 1332 Linear Foot Silt Fence Removal665Q002 300 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 35,700.00)701A227 7 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 136 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 14 Mile Solid Temporary Traffic Stripe701F000 136 Linear Foot Dotted Temporary Traffic Stripe703A002 340 Square Foot Traffic Control Markings, Class 2, Type A703B002 48 Square Foot Traffic Control Legends, Class 2, Type A703D001 274 Square Foot Temporary Traffic Control Markings705A030 22 Each Pavement Markers, Class A-H, Type 2-C705A037 406 Each Pavement Markers, Class A-H, Type 2-D710A126 56 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B001 112 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)730H001 568 Linear Foot Loop Wire740B000 149 Square Foot Construction Signs740E000 320 Each Cones (36 Inches High)740M001 320 Each Ballast For Cone740O000 1 Each Pilot Car








028


ACNU61249-ATRP(006) & ACNU61250-ATRP(006)CHEROKEE COUNTY, Alabama


RESURFACING, TRAFFIC STRIPE, AND GUARDRAIL IMPROVEMENTS ON CR-99FROM CR-41 TO THE GEORGIA STATE LINE AND ON CR-41 FROM CR-46 TOTHE GEORGIA STATE LINE










206D001 476 Linear Foot Removing Guardrail206E019 4 Each Removing Guardrail End Anchor (Type 10)401B100 118741 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 2465 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 826 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 9350 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B430B043 2160 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 1122 Linear Foot Steel Beam Guardrail, Class A, Type 2630A004 476 Linear Foot Steel Beam Guardrail, Class B, Type 2630C070 18 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 55,000.00)701A030 19 Mile Solid White, Class 2T, Type A Traffic Stripe

ACNU61249-ATRP(006) , ETC. CHEROKEE County- 2 -

701A034 13 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 6 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 12 Mile Broken Temporary Traffic Stripe701C001 26 Mile Solid Temporary Traffic Stripe703A002 378 Square Foot Traffic Control Markings, Class 2, Type A705A032 303 Each Pavement Markers, Class A-H, Type 1-B705A037 902 Each Pavement Markers, Class A-H, Type 2-D740B000 312 Square Foot Construction Signs740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone








029


JACKSON COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-43 FROM THE DEKALB COUNTYLINE TO THE INTERSECTION OF SR-35 IN SECTION



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







206E008 12 Each Removing Guardrail End Anchor (All Type)401B100 93365 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 3000 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 8280 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424C344 1200 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 980 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630C070 12 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 52,000.00)701A231 15 Mile Solid White, Class 2, Type A Traffic Stripe701A235 9 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 6 Mile Broken Temporary Traffic Stripe

ACNU61278-ATRP(007) JACKSON County- 2 -

701C001 18 Mile Solid Temporary Traffic Stripe701G251 500 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 640 Square Foot Traffic Control Markings, Class 2, Type A705A032 119 Each Pavement Markers, Class A-H, Type 1-B705A037 762 Each Pavement Markers, Class A-H, Type 2-D740B000 1029 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








030


MARSHALL COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-847 (MAT MORROW ROAD) FROMTHE INTERSECTION OF CR-418 (RUTH ROAD) TO THE JUNCTION OF SR-53(US-231) NORTH OF ARAB










405A000 2300 Gallon Tack Coat407B000 4 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 2790 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Maximum Aggregate Size Mix, ESAL Range A/B424C350 660 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 650 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 29,000.00)701A030 7 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 6 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 1 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 1 Mile Broken Temporary Traffic Stripe

ACNU61305-ATRP(007) MARSHALL County- 2 -

701C001 12 Mile Solid Temporary Traffic Stripe703A004 180 Square Foot Traffic Control Markings, Class 2T, Type A703B004 168 Square Foot Traffic Control Legends, Class 2T, Type A703D002 180 Square Foot Temporary Traffic Control Markings (Paint)705A032 106 Each Pavement Markers, Class A-H, Type 1-B705A037 317 Each Pavement Markers, Class A-H, Type 2-D740B000 272 Square Foot Construction Signs740O000 1 Each Pilot Car








ACNU61855-ATRP(005) , ETC. LIMESTONE County- 2 -

701A034 10 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 4 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 8 Mile Broken Temporary Traffic Stripe701C001 20 Mile Solid Temporary Traffic Stripe703A002 92 Square Foot Traffic Control Markings, Class 2, Type A703B002 80 Square Foot Traffic Control Legends, Class 2, Type A705A032 206 Each Pavement Markers, Class A-H, Type 1-B705A037 664 Each Pavement Markers, Class A-H, Type 2-D740B000 478 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone








035

Notice To ContractorsFederal Aid Project No.ACOA59426-ATRP(004)

BALDWIN COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON CR-20 FROM THEINTERSECTION OF SOUTH HICKORY STREET TO THE INTERSECTION OFSR-59 IN FOLEY



The Entire Project Shall Be Completed In One Hundred Twenty-five(125) Working Days.







201B000 1 Acre Clearing206D000 1457 Linear Foot Removing Pipe206D003 143 Linear Foot Removing Curb And Gutter206D011 34 Linear Foot Removing Fence206E000 32 Each Removing Headwalls206E001 3 Each Removing Inlets210A000 2181 Cubic Yard Unclassified Excavation210D012 7249 Cubic Yard Borrow Excavation (A-2-4(0) Or A-4(0))214A000 1775 Cubic Yard Structure Excavation214B000 1379 Cubic Yard Foundation Backfill, Local214B001 81 Cubic Yard Foundation Backfill, Commercial230A000 105 Roadbed Station Roadbed Processing301A004 1617 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 4"

Compacted Thickness401A000 8890 Square Yard Bituminous Treatment A405A000 372 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement

ACOA59426-ATRP(004) BALDWIN County- 2 -

410H000 1 Each Material Remixing Device424A360 1774 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B680 565 Ton Superpave Bituminous Concrete Lower Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B684 50 Ton Superpave Bituminous Concrete Lower Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D430B040 10 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)502A000 506 Pound Steel Reinforcement517D000 60 Linear Foot Sidewalk Handrail530B001 100 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)530B002 942 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.)530B004 172 Linear Foot 44" Span, 27" Rise Roadway Pipe (Class 3 R.C.)530B005 52 Linear Foot 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.)530B007 190 Linear Foot 65" Span, 40" Rise Roadway Pipe (Class 3 R.C.)533A855 5 Linear Foot 12" Storm Sewer Pipe533A856 39 Linear Foot 15" Storm Sewer Pipe533A857 34 Linear Foot 18" Storm Sewer Pipe533B201 561 Linear Foot 22" Span, 14" Rise Storm Sewer Pipe533B202 1224 Linear Foot 29" Span, 18" Rise Storm Sewer Pipe533B203 781 Linear Foot 36"Span, 23" Rise Storm Sewer Pipe533B204 25 Linear Foot 44" Span, 27" Rise Storm Sewer Pipe533B206 52 Linear Foot 59" Span, 36" Rise Storm Sewer Pipe535A001 144 Linear Foot 18" Side Drain Pipe535B013 108 Linear Foot 44" Span, 27" Rise Side Drain Pipe600A000 1 Lump Sum Mobilization602A000 4 Each Right Of Way Markers610C001 240 Ton Loose Riprap, Class 2610D003 885 Square Yard Filter Blanket, Geotextile618A000 1423 Square Yard Concrete Sidewalk, 4" Thick619A001 4 Each 15" Roadway Pipe End Treatment, Class 1619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A101 8 Each 18" Side Drain Pipe End Treatment, Class 1619B016 2 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1619B017 2 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1619B018 2 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1619B019 2 Each 44" Span, 27" Rise Roadway Pipe End Treatment, Class 1619B020 1 Each 51" Span, 31" Rise Roadway Pipe End Treatment, Class 1619B022 1 Each 65" Span, 40" Rise Roadway Pipe End Treatment, Class 1619B144 6 Each 44" Span, 27" Rise Side Drain Pipe End Treatment, Class 2619B268 1 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1 (Double Line)619B269 2 Each 44" Span, 27" Rise Roadway Pipe End Treatment, Class 1 (Double Line)620A000 11 Cubic Yard Minor Structure Concrete621A011 2 Each Junction Boxes, Type 1 Or 1P621A019 4 Each Junction Boxes, Type 1 Or 2P621B011 2 Each Junction Box Units, Type 1 Or 1P621B014 2 Each Junction Box Units, Type 1 Or 2P621C015 6 Each Inlets, Type S1 Or S3 (1 Wing)621C017 3 Each Inlets, Type S1 Or S3 (2 Wing)621C045 2 Each Inlets, Type B (Modified) (Grate & Grate Seat)621C052 1 Each Inlets, Type B (Special)621C090 4 Each Inlets, Type S4 (1 Wing)(Special)621C109 2 Each Inlets, Type PD621C117 1 Each Inlets, Type S4 (2 Wing) (Special)621D015 5 Each Inlet Units, Type S1 Or S3623C000 2568 Linear Foot Combination Curb & Gutter, Type C637B000 55 Linear Foot Fence Set650A000 1727 Cubic Yard Topsoil652A100 6 Acre Seeding654A001 5709 Square Yard Solid Sodding (Bermuda)656A010 6 Acre Mulching659C001 2808 Square Yard Erosion Control Product, Type S3665A000 12 Acre Temporary Seeding665B001 36 Ton Temporary Mulching665J002 2997 Linear Foot Silt Fence


665O001 2997 Linear Foot Silt Fence Removal665P005 24 Each Inlet Protection, Stage 3 Or 4665Q002 610 Linear Foot Wattle666A001 6 Acre Pest Control Treatment674A000 500 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 86,250.00)701A227 3 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 732 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 5 Mile Solid Temporary Traffic Stripe703A002 650 Square Foot Traffic Control Markings, Class 2, Type A703B002 144 Square Foot Traffic Control Legends, Class 2, Type A703D001 500 Square Foot Temporary Traffic Control Markings705A030 25 Each Pavement Markers, Class A-H, Type 2-C705A037 264 Each Pavement Markers, Class A-H, Type 2-D710A115 44 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel


14 Ga Square Tubular Steel)740B000 685 Square Foot Construction Signs740D000 127 Each Channelizing Drums740E000 130 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I002 8 Each Warning Lights, Type B740M001 130 Each Ballast For Cone301A012 AA1 7495 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness424C360 AA2 1049 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D









243A034 48400 Square Yard Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2301A012 80628 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 67764 Square Yard Bituminous Treatment A405A000 4706 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A360 6906 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B681 8470 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B689 100 Ton Superpave Bituminous Concrete Lower Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D430B040 1000 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)517D000 44 Linear Foot Sidewalk Handrail530A001 4214 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 69 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 71 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A004 381 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A005 667 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A010 122 Linear Foot 72" Roadway Pipe (Class 3 R.C.)530A104 110 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)530B001 164 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)530B004 164 Linear Foot 44" Span, 27" Rise Roadway Pipe (Class 3 R.C.)530B007 204 Linear Foot 65" Span, 40" Rise Roadway Pipe (Class 3 R.C.)530B019 17 Linear Foot 73" Span, 45" Rise Roadway Pipe (Class 3 R.C.) (Extension)533A098 1475 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 2155 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)533A100 349 Linear Foot 30" Storm Sewer Pipe (Class 3 R.C.)533A101 2155 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)533A102 943 Linear Foot 42" Storm Sewer Pipe (Class 3 R.C.)533B099 6 Linear Foot 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.)533B100 186 Linear Foot 36" Span, 23" Rise Storm Sewer Pipe (Class 3 R.C.)533B101 2431 Linear Foot 44" Span, 27" Rise Storm Sewer Pipe (Class 3 R.C.)533B102 504 Linear Foot 51" Span, 31" Rise Storm Sewer Pipe (Class 3 R.C.)533B103 74 Linear Foot 59" Span, 36" Rise Storm Sewer Pipe (Class 3 R.C.)533B104 254 Linear Foot 65" Span, 40" Rise Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 43 Each Right Of Way Markers602B000 1 Each Land Survey Markers602C000 61 Each Permanent Easement Marker606A012 1000 Linear Foot 6" Underdrain Pipe,Type 8606A013 25344 Linear Foot 8" Underdrain Pipe,Type 8610C001 1720 Ton Loose Riprap, Class 2610D003 3358 Square Yard Filter Blanket, Geotextile614A000 413 Cubic Yard Slope Paving614B000 140 Cubic Yard Reinforced Slope Paving618A000 19001 Square Yard Concrete Sidewalk, 4" Thick619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A003 2 Each 24" Roadway Pipe End Treatment, Class 1619A005 7 Each 36" Roadway Pipe End Treatment, Class 1619A006 3 Each 42" Roadway Pipe End Treatment, Class 1619A056 1 Each 42" Roadway Pipe End Treatment, Class 2619A061 1 Each 72" Roadway Pipe End Treatment, Class 2619B019 1 Each 44" Span, 27" Rise Roadway Pipe End Treatment, Class 1619B023 1 Each 73" Span, 45" Rise Roadway Pipe End Treatment, Class 1619B266 1 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1 (Double Line)619B268 1 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1 (Double Line)619B271 2 Each 59" Span, 36" Rise Roadway Pipe End Treatment, Class 1 (Double Line)619B287 1 Each 65" Span, 40" Rise Roadway Pipe End Treatment, Class 2 (Double Line)620A000 10 Cubic Yard Minor Structure Concrete621A009 1 Each Junction Boxes, Type 2P621A011 1 Each Junction Boxes, Type 1 Or 1P621A019 1 Each Junction Boxes, Type 1 Or 2P


621A031 5 Each Junction Boxes, Type 1 (Special)621B014 1 Each Junction Box Units, Type 1 Or 2P621C008 12 Each Inlets, Type E621C015 63 Each Inlets, Type S1 Or S3 (1 Wing)621C016 19 Each Inlets, Type S2 Or S4 (1 Wing)621C017 14 Each Inlets, Type S1 Or S3 (2 Wing)621C018 5 Each Inlets, Type S2 Or S4 (2 Wing)621C028 1 Each Inlets, Type S4 (2 Wing)621C076 4 Each Inlets, Type E (Modified)621C109 2 Each Inlets, Type PD621C110 1 Each Inlets, Type PD-6621C117 2 Each Inlets, Type S4 (2 Wing) (Special)621D008 12 Each Inlet Units, Type E621D015 14 Each Inlet Units, Type S1 Or S3621D016 13 Each Inlet Units, Type S2 Or S4621D052 4 Each Inlet Units, Type E (Modified)623A000 465 Linear Foot Concrete Gutter623B000 15094 Linear Foot Concrete Curb, Type N623B001 865 Linear Foot Concrete Curb, Type N Special623C000 15658 Linear Foot Combination Curb & Gutter, Type C630A034 800 Linear Foot Steel Beam Guardrail, Class A, Type 2 (8'-0" Post)630C050 4 Each Guardrail End Anchor, Type 20 Series634B000 1537 Linear Foot Industrial Fence, 6 Feet High Plus Barbed Wire (45 Degree Arms)634D003 1 Each Gate, 20 Feet Wide, Complete With Fittings (With Barbed Wire)650A000 4345 Cubic Yard Topsoil650B000 3394 Cubic Yard Topsoil From Stockpiles652C000 12 Acre Mowing654A001 55030 Square Yard Solid Sodding (Bermuda)659C001 2120 Square Yard Erosion Control Product, Type S3665A000 24 Acre Temporary Seeding665B001 72 Ton Temporary Mulching665C010 500 Linear Foot Temporary Pipe665E000 2000 Square Yard Polyethylene665G000 3000 Each Sand Bags665I000 300 Ton Temporary Riprap, Class 2665J002 14983 Linear Foot Silt Fence665N000 485 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 170 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 14983 Linear Foot Silt Fence Removal665P005 122 Each Inlet Protection, Stage 3 Or 4665Q002 7000 Linear Foot Wattle665V001 66 Pound Flocculant Powder665W001 168 Each Flocculant Block666A001 12 Acre Pest Control Treatment674A000 500 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 432,000.00)701A227 7 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 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B063 5000 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 1209 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 3 Mile Broken Temporary Traffic Stripe701C001 16 Mile Solid Temporary Traffic Stripe701D007 7 Mile Solid Traffic Stripe Removed (Paint)701F000 911 Linear Foot Dotted Temporary Traffic Stripe703A002 3956 Square Foot Traffic Control Markings, Class 2, Type A703B002 578 Square Foot Traffic Control Legends, Class 2, Type A703C001 150 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)703D001 2923 Square Foot Temporary Traffic Control Markings705A011 913 Each Pavement Markers, Class C, Type 1-A705A012 55 Each Pavement Markers, Class C, Type 1-B705A022 34 Each Pavement Markers, Class C, Type 2-C705A023 467 Each Pavement Markers, Class C, Type 2-D705A024 101 Each Pavement Markers, Class C, Type 2-E705A030 862 Each Pavement Markers, Class A-H, Type 2-C705A031 119 Each Pavement Markers, Class A-H, Type 1-A705A032 122 Each Pavement Markers, Class A-H, Type 1-B


705A037 184 Each Pavement Markers, Class A-H, Type 2-D705A038 202 Each Pavement Markers, Class A-H, Type 2-E707B003 2 Each Type A Hazard Marker Installation710A115 268 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 ( (Pride Drive and SR 59)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

(Pride Drive and SR 59)730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (

(Pride Drive and Juniper St.)730C002 1 Lump Sum Furnishing And Installing Traffic Control Unit (

(Pride Drive and CR 20)730E000 10 Each Metal Traffic Signal Pole Foundation730F001 1 Each Metal Traffic Signal Pole With 30' Mast Arm730F003 2 Each Metal Traffic Signal Pole With 50' Mast Arm730F004 4 Each Metal Traffic Signal Pole With 55' Mast Arm730F005 1 Each Metal Traffic Signal Pole With 60' Mast Arm730F006 1 Each Metal Traffic Signal Pole With 65' Mast Arm730F007 1 Each Metal Traffic Signal Pole With 70' and 30' Mast Arms730K000 11 Each Traffic Signal Junction Box730L003 100 Linear Foot 1", Non-Metallic, Conduit730L005 2058 Linear Foot 2", Non-Metallic, Conduit730N000 10 Each Luminaire Extension Assembly, 12 Foot730P022 14 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730P024 10 Each Vehicular Signal Head, 12 Inch, 5 Section, Type LED730Q011 12 Each Pedestrian Signal Head, Type LED730R022 3 Each Controller Assembly, Type III, 8 Phase730U015 1 Lump Sum Video Detection System (Pride Drive and SR 59)730U016 1 Lump Sum Video Detection System (Pride Drive and Juniper St.)730U017 1 Lump Sum Video Detection System (Pride Drive and CR 20)730Y600 1 Lump Sum Furnishing And Installing Pedestal Pole And Foundation With

LED Pedestrian Signal Head740B000 1316 Square Foot Construction Signs740C000 60 Square Foot Special Construction Signs740D000 309 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740F002 34 Each Barricades, Type III740I002 24 Each Warning Lights, Type B740M001 200 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2756A028 1708 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation999 000 1760 Hour Trainee Hours At 80 Cents Per Hour








037

Notice To ContractorsFederal Aid Project No.ACOA59592-ATRP(003)DALLAS COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON CR-48 (WATERAVENUE) FROM THE JUNCTION OF RACE STREET TO THE EAST CITY LIMITSOF SELMA










210D021 500 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)405A000 211 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 29513 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A361 2435 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B658 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B662 501 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B692 550 Ton Superpave Bituminous Concrete Lower Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization610D003 200 Square Yard Filter Blanket, Geotextile630A001 400 Linear Foot Steel Beam Guardrail, Class A, Type 2

ACOA59592-ATRP(003) DALLAS County- 2 -

630C070 4 Each Guardrail End Anchor, Type 10 Series650A000 700 Cubic Yard Topsoil654A000 234 Square Yard Solid Sodding665A000 1 Acre Temporary Seeding665B001 1 Ton Temporary Mulching665G000 200 Each Sand Bags665J002 600 Linear Foot Silt Fence665O001 600 Linear Foot Silt Fence Removal665Q002 300 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 27,000.00)701A227 3 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B063 858 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 541 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 7 Mile Solid Temporary Traffic Stripe701E010 850 Linear Foot Broken Temporary Traffic Stripe701G242 850 Linear Foot Broken White, Class 2, Type A Traffic Stripe (5" Wide)703A002 2025 Square Foot Traffic Control Markings, Class 2, Type A703B002 68 Square Foot Traffic Control Legends, Class 2, Type A705A031 69 Each Pavement Markers, Class A-H, Type 1-A705A037 752 Each Pavement Markers, Class A-H, Type 2-D710A115 42 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 Signs740B000 979 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








038


CULLMAN COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-1223 FROM THE JUNCTION OFSR-3 (US-31) TO THE JUNCTION OF CR-1242 NORTH OF WEST POINT










206C010 122 Square Yard Removing Concrete Driveway206D001 660 Linear Foot Removing Guardrail401B103 52766 Square Yard Bituminous Treatment J (With Polymer Additive)405A000 3957 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 4499 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B642 3000 Ton Superpave Bituminous Concrete Upper Binder Layer,


Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B430B043 980 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A033 1243 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C022 4 Each Guardrail End Anchor, Type Special630C050 6 Each Guardrail End Anchor, Type 20 Series

ACOA59759-ATRP(001) CULLMAN County- 2 -

630C070 8 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 49,100.00)701A030 9 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 9 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 1 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 1 Mile Broken Temporary Traffic Stripe701C001 9 Mile Solid Temporary Traffic Stripe703A002 456 Square Foot Traffic Control Markings, Class 2, Type A740B000 660 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone








039

Notice To ContractorsFederal Aid Project No.ACOA59767-ATRP(004)DEKALB COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-127 FROM THE JUNCTION OFCR-271 TO THE JUNCTION OF CR-89 IN FORT PAYNE



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







201A002 1 Lump Sum Clearing & Grubbing (Maximum Allowable Bid $4,000.00 Per Acre)(Approximately 1 Acre)

210D000 850 Cubic Yard Borrow Excavation214A000 38 Cubic Yard Structure Excavation214B001 19 Cubic Yard Foundation Backfill, Commercial405A000 2631 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 2214 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B424B636 3288 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"


Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B430B043 1361 Ton Aggregate Surfacing (1" Down, Crusher Run)502A000 7239 Pound Steel Reinforcement524B011 53 Cubic Yard Culvert Concrete Extension (Cast In Place)600A000 1 Lump Sum Mobilization610C001 84 Ton Loose Riprap, Class 2

ACOA59767-ATRP(004) DEKALB County- 2 -

610D003 44 Square Yard Filter Blanket, Geotextile630A001 150 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series652A100 1 Acre Seeding656A010 1 Acre Mulching665J002 600 Linear Foot Silt Fence665O001 600 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 28,000.00)701A231 5 Mile Solid White, Class 2, Type A Traffic Stripe701A235 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe701C001 5 Mile Solid Temporary Traffic Stripe705A037 296 Each Pavement Markers, Class A-H, Type 2-D740B000 186 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740O000 1 Each Pilot Car








040




RESURFACING AND TRAFFIC STRIPE ON CR-14 (WARRENTON ROAD) FROM APOINT NEAR THE JUNCTION OF CR-44 (FRY GAP ROAD) TO THE INTERSECTIONOF SR-69 IN GUNTERSVILLE










405A000 2900 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 9308 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Maximum Aggregate Size Mix, ESAL Range A/B430B043 1900 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 49,000.00)701A030 14 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 13 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 3 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 3 Mile Broken Temporary Traffic Stripe701C001 13 Mile Solid Temporary Traffic Stripe703A004 360 Square Foot Traffic Control Markings, Class 2T, Type A

ACOA61308-ATRP(002) MARSHALL County- 2 -

703B004 432 Square Foot Traffic Control Legends, Class 2T, Type A703D002 360 Square Foot Temporary Traffic Control Markings (Paint)705A032 225 Each Pavement Markers, Class A-H, Type 1-B705A037 674 Each Pavement Markers, Class A-H, Type 2-D740B000 344 Square Foot Construction Signs740O000 1 Each Pilot Car








041




WIDENING, RESURFACING, AND TRAFFIC STRIPE ON CR-409 (MARTLINGROAD) FROM THE INTERSECTION OF CR-513 (MARTLING GAP ROAD) TO THEJUNCTION OF CR-649 (BURGESS ROAD)










206C010 6 Square Yard Removing Concrete Driveway405A000 2382 Gallon Tack Coat407B000 4 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 3102 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Maximum Aggregate Size Mix, ESAL Range A/B424C350 731 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 1013 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 34,000.00)701A030 8 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 8 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 2 Mile Broken Yellow, Class 2T, Type A Traffic Stripe

ACOA61319-ATRP(007) MARSHALL County- 2 -

701C000 2 Mile Broken Temporary Traffic Stripe701C001 16 Mile Solid Temporary Traffic Stripe703A002 240 Square Foot Traffic Control Markings, Class 2, Type A703B002 288 Square Foot Traffic Control Legends, Class 2, Type A703D002 240 Square Foot Temporary Traffic Control Markings (Paint)705A032 85 Each Pavement Markers, Class A-H, Type 1-B705A037 512 Each Pavement Markers, Class A-H, Type 2-D740B000 374 Square Foot Construction Signs740O000 1 Each Pilot Car








042


ESCAMBIA COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE AT VARIOUS SITES AS INDICATED INTHE PLANS










206C010 15 Square Yard Removing Concrete Driveway206D001 308 Linear Foot Removing Guardrail210D023 3200 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 (0) Or Better)212A000 904 Station Machine Grading Shoulders401B100 107077 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 4394 Gallon Tack Coat407B000 9 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 8140 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424C351 700 Ton Superpave Bituminous Concrete Base Layer, Widening, 1 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization630A015 308 Linear Foot Steel Beam Guardrail, Class B, Type 2 (Steel Post)630C022 8 Each Guardrail End Anchor, Type Special630C050 8 Each Guardrail End Anchor, Type 20 Series650A000 1000 Cubic Yard Topsoil

ACOA61557-ATRP(004) ESCAMBIA County- 2 -

652A100 13 Acre Seeding656A010 13 Acre Mulching665F000 50 Each Hay Bales665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 66,000.00)701A231 18 Mile Solid White, Class 2, Type A Traffic Stripe701A235 11 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C002 11 Mile Broken Temporary Traffic Stripe (Paint)701C003 44 Mile Solid Temporary Traffic Stripe (Paint)703A002 316 Square Foot Traffic Control Markings, Class 2, Type A703B002 69 Square Foot Traffic Control Legends, Class 2, Type A703D002 44 Square Foot Temporary Traffic Control Markings (Paint)703E002 69 Square Foot Temporary Traffic Control Legends (Paint)705A032 123 Each Pavement Markers, Class A-H, Type 1-B705A037 830 Each Pavement Markers, Class A-H, Type 2-D740B000 772 Square Foot Construction Signs740E000 60 Each Cones (36 Inches High)740M001 60 Each Ballast For Cone740O000 1 Each Pilot Car








043

Notice To ContractorsFederal Aid Project No.ACOA61853-ATRP(003)COFFEE COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON COPPINVILLE ROADFROM THE INTERSECTION OF SR-12 (US-84) TO THE JUNCTION OF SR-134IN ENTERPRISE





A Bidding Proposal may be purchased for $ 5.00.Plans may be purchased for $ 6.00 per set.





206E000 2 Each Removing Headwalls210D011 500 Cubic Yard Borrow Excavation (A-4 Or Better)212A000 157 Station Machine Grading Shoulders214A000 10 Cubic Yard Structure Excavation214B000 5 Cubic Yard Foundation Backfill, Local401A006 24924 Square Yard Bituminous Treatment G407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 2243 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B647 362 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B530A104 15 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)534E001 33 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)600A000 1 Lump Sum Mobilization610D003 1000 Square Yard Filter Blanket, Geotextile

ACOA61853-ATRP(003) COFFEE County- 2 -

619A005 2 Each 36" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete641S500 4 Each Valve Box Reset645K500 2 Each Manhole Frame And Cover Reset650A000 7810 Cubic Yard Topsoil652A100 1 Acre Seeding652C000 1 Acre Mowing656A010 1 Acre Mulching665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665J002 1500 Linear Foot Silt Fence665O001 1500 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 22,000.00)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)701C001 6 Mile Solid Temporary Traffic Stripe703A002 722 Square Foot Traffic Control Markings, Class 2, Type A703B002 274 Square Foot Traffic Control Legends, Class 2, Type A703D001 722 Square Foot Temporary Traffic Control Markings703E001 274 Square Foot Temporary Traffic Control Legends705A037 196 Each Pavement Markers, Class A-H, Type 2-D740B000 260 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone








047


BR-0075(511)MARSHALL COUNTY, Alabama


BRIDGE REPLACEMENT (GRADE, DRAIN, BASE, AND PAVE) ON SR-75 OVERSCARHAM CREEK



The Entire Project Shall Be Completed In Two Hundred Seventy-five(275) Working Days.








206A000 1 Lump Sum Removal Of Old Bridge, Station 125+82.34206C003 180 Square Yard Removing Concrete Flumes206C010 70 Square Yard Removing Concrete Driveway206D000 168 Linear Foot Removing Pipe206D001 1128 Linear Foot Removing Guardrail206E000 6 Each Removing Headwalls206E001 2 Each Removing Inlets206E013 6 Each Removing Guardrail End Anchor (Type 13)206E019 6 Each Removing Guardrail End Anchor (Type 10)210A000 9102 Cubic Yard Unclassified Excavation210D000 50191 Cubic Yard Borrow Excavation214A000 10 Cubic Yard Structure Excavation214B000 3 Cubic Yard Foundation Backfill, Local230A000 18 Roadbed Station Roadbed Processing301A006 115 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 4.5"

Compacted Thickness

BR-0075(511) MARSHALL County- 2 -

301A008 13275 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"Compacted Thickness

305B078 200 Ton Crushed Aggregate, Section 825, Type B, For Miscellaneous Use401A000 13337 Square Yard Bituminous Treatment A405A000 342 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 14652 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 1951 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B681 1218 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C360 2003 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C364 25 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 9940 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B014 200 Ton Aggregate Surfacing (ALDOT #410 Modified)430B035 245 Ton Aggregate Surfacing (ALDOT #467, #410 Modified Or #57)450B000 107 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 133900 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 125+30.00, Approximately 130,600 Pounds506A000 26 Linear Foot Drilled Shaft Excavation, 4'-6" Diameter506A005 36 Linear Foot Drilled Shaft Excavation, 3'-6" Diameter506A010 37 Linear Foot Drilled Shaft Excavation, 6'-6" Diameter506B002 39 Linear Foot Special Drilled Shaft Excavation, 3'-6" Diameter506B004 24 Linear Foot Special Drilled Shaft Excavation, 4'-6" Diameter506B008 52 Linear Foot Special Drilled Shaft Excavation, 6'-6" Diameter506C041 98 Linear Foot Drilled Shaft Construction, 3'-6" Diameter, Class DS1 Concrete506C043 50 Linear Foot Drilled Shaft Construction, 4'-6" Diameter, Class DS1 Concrete506C047 89 Linear Foot Drilled Shaft Construction, 6'-6" Diameter, Class DS1 Concrete506G001 2 Each Crosshole Sonic Logging, 3'-6" Diameter506G003 1 Each Crosshole Sonic Logging, 4'-6" Diameter506G007 4 Each Crosshole Sonic Logging, 6'-6" Diameter508A000 8080 Pound Structural Steel510A000 510 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

Station 125+30.00 Approximately 652 Cubic Yards510E000 1840 Square Yard Grooving Concrete Bridge Decks511A053 36 Each Elastomeric Bearing Type 2 (Mark B4)511A073 12 Each Elastomeric Bearing Type 4 (Mark VB4)513B019 2730 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-63

(Specialty Item)530A494 460 Linear Foot 18" Roadway Pipe (14 Gauge C.M.) (Temporary)534E001 943 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)535A078 80 Linear Foot 15" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 17 Each Right Of Way Markers603A002 1 Each Furnishing Type 3 Field Office610C001 7474 Ton Loose Riprap, Class 2610D003 6224 Square Yard Filter Blanket, Geotextile614A000 48 Cubic Yard Slope Paving618B003 98 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A100 4 Each 15" Side Drain Pipe End Treatment, Class 1621A019 1 Each Junction Boxes, Type 1 Or 2P621C020 2 Each Inlets, Type Y621D019 4 Each Inlet Units, Type Y630A001 1340 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 3 Each Guardrail End Anchor, Type 8630C003 5 Each Guardrail End Anchor, Type 13630C070 6 Each Guardrail End Anchor, Type 10 Series641A512 75 Linear Foot 3/4 Inch Copper Water Service Line Laid641A570 2000 Linear Foot 3 Inch P.V.C. Water Service Line Laid

BR-0075(511) MARSHALL County- 3 -

641G500 1 Each Flush Hydrant641J510 2 Each 2 Inch Gate Valve With Box641J512 1 Each 3 Inch Gate Valve With Box641P515 2 Each 3/4 Inch Service Tap641P601 3 Each Connection to Existing Water System641R510 1 Each 3/4 Inch Water Meter And Box Reset650A000 1163 Cubic Yard Topsoil652A100 9 Acre Seeding652C000 27 Acre Mowing654A001 592 Square Yard Solid Sodding (Bermuda)656A010 9 Acre Mulching665A000 9 Acre Temporary Seeding665B001 27 Ton Temporary Mulching665G000 300 Each Sand Bags665I000 400 Ton Temporary Riprap, Class 2665J002 3500 Linear Foot Silt Fence665L000 300 Linear Foot Floating Basin Boom665N000 400 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 3500 Linear Foot Silt Fence Removal665P005 7 Each Inlet Protection, Stage 3 Or 4665Q002 500 Linear Foot Wattle666A001 9 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 207,500.00)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)701A239 1 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701C000 1 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe701D005 2 Mile Solid Traffic Stripe Removed701E003 6220 Linear Foot Solid Temporary Traffic Stripe (Tape)701E013 800 Linear Foot Broken Temporary Traffic Stripe (Tape)701G142 980 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 980 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 980 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 6220 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 800 Linear Foot Broken Traffic Stripe Removed (Tape)703A002 66 Square Foot Traffic Control Markings, Class 2, Type A703B002 45 Square Foot Traffic Control Legends, Class 2, Type A703D001 66 Square Foot Temporary Traffic Control Markings705A011 229 Each Pavement Markers, Class C, Type 1-A705A012 161 Each Pavement Markers, Class C, Type 1-B705A030 30 Each Pavement Markers, Class A-H, Type 2-C705A031 68 Each Pavement Markers, Class A-H, Type 1-A713A000 25 Linear Foot Permanent Barricades726A000 2670 Linear Foot Portable Concrete Safety Barriers,Type 6740B000 1081 Square Foot Construction Signs740D000 350 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 12 Each Barricades, Type III740I002 6 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 2999 000 720 Hour Trainee Hours At 80 Cents Per Hour








050


BRZ-1613(250)COFFEE COUNTY, Alabama


BRIDGE COATING ON CR-342 OVER BIG CREEK; ON CR-410 OVER BUCKSMILL CREEK; ON CR-427 OVER PAGES CREEK; AND ON CR-473 OVERCRIPPLE CREEK








521B000 1 Lump Sum Coating Existing Bridge At CR-342521B001 1 Lump Sum Coating Existing Bridge At CR-410521B002 1 Lump Sum Coating Existing Bridge At CR-427521B003 1 Lump Sum Coating Existing Bridge At CR-473600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 2,800.00)740B000 128 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone








ERPR-8930(921) CONECUH , ETC. Counties- 2 -

430B040 3 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)502A000 4920 Pound Steel Reinforcement505E000 120 Linear Foot Permanent Steel Sheet Piling505I000 155 Square Foot Temporary Steel Sheet Piling524B011 39 Cubic Yard Culvert Concrete Extension (Cast In Place)530A001 70 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 18 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 32 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A004 292 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A107 22 Linear Foot 54" Roadway Pipe (Class 3 R.C.) (Extension)534E000 66 Linear Foot Cleaning Existing Culvert (Less Than Or Equal To 48"

Horizontal Opening)535A078 40 Linear Foot 15" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 29 Each Right Of Way Markers606A012 1700 Linear Foot 6" Underdrain Pipe,Type 8606A013 60 Linear Foot 8" Underdrain Pipe,Type 8609A000 409 Square Yard Aggregate Slope Protection610C001 14335 Ton Loose Riprap, Class 2610D003 15512 Square Yard Filter Blanket, Geotextile614A000 26 Cubic Yard Slope Paving619A003 1 Each 24" Roadway Pipe End Treatment, Class 1619A005 1 Each 36" Roadway Pipe End Treatment, Class 1619A008 1 Each 54" Roadway Pipe End Treatment, Class 1619A100 2 Each 15" Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A003 1 Each Junction Boxes, Type 4 Or 1P621A011 2 Each Junction Boxes, Type 1 Or 1P621A013 1 Each Junction Boxes, Type Special621B011 2 Each Junction Box Units, Type 1 Or 1P621C027 1 Each Inlets, Type C621C145 1 Each Inlets, Type Special Drop (Type 1)621D002 1 Each Inlet Units, Type C629E015 273 Linear Foot Bridge Rail Retrofit, Type SC(CB)630A001 2476 Linear Foot Steel Beam Guardrail, Class A, Type 2630C000 2 Each Guardrail End Anchor, Type 10630C003 4 Each Guardrail End Anchor, Type 13630C050 10 Each Guardrail End Anchor, Type 20 Series631F001 1852 Linear Foot Steel Beam Guardrail, Class A, Type 2 Relocated631G008 3 Each Guardrail End Anchor, Type 8 Relocated631G015 4 Each Guardrail End Anchor, Type 20 Series Relocated634A002 140 Linear Foot Industrial Fence, 6 Feet High637A001 1810 Linear Foot Fence Reset (Includes All Types)650A000 6513 Cubic Yard Topsoil652A100 12 Acre Seeding654A001 7871 Square Yard Solid Sodding (Bermuda)656A010 12 Acre Mulching659C002 26254 Square Yard Erosion Control Product, Type S2659C007 584 Square Yard Erosion Control Product, Type C8665E000 7975 Square Yard Polyethylene665G000 400 Each Sand Bags665I000 1382 Ton Temporary Riprap, Class 2665J002 5345 Linear Foot Silt Fence665L000 250 Linear Foot Floating Basin Boom665N000 185 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 148 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 5345 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4665Q002 1240 Linear Foot Wattle666A001 2 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 140,000.00)726A000 1000 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 60 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D000 6 Each Portable Impact Attenuator (

(ACZ-350 OR ABSOR-350)(Bi-Directional, TL-2)740B000 1118 Square Foot Construction Signs740D000 200 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)

ERPR-8930(921) CONECUH , ETC. Counties- 3 -

740M001 100 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 3 Each Portable Changeable Message Sign, Type 2








056


HRRR-3614(250)JACKSON COUNTY, Alabama


GUARDRAIL INSTALLATION ON CR-67 FROM A POINT APPROXIMATELY 6.246 MILESSOUTH OF THE JUNCTION OF SR-35 PROCEEDING SOUTHWESTERLY FOR APPROXIMATELY0.113 MILES NORTHEAST OF LANGSTON









430B043 92 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610C000 580 Ton Loose Riprap, Class 1610C002 665 Ton Loose Riprap, Class 3630A001 1000 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 5,500.00)740B000 112 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone








059


NH-HSIP-0020(516)COLBERT COUNTY, Alabama


ADDITIONAL MEDIAN DECELERATION AND ACCELERATION LANES ON SR-20(ALTERNATE US-72) AT MP 29.500 TO INCLUDE THE REMOVAL OF THEWESTBOUND MERGE LANE FROM CR-22



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







206D000 127 Linear Foot Removing Pipe206E001 4 Each Removing Inlets210A000 3087 Cubic Yard Unclassified Excavation214A000 540 Cubic Yard Structure Excavation214B001 220 Cubic Yard Foundation Backfill, Commercial230A000 13 Roadbed Station Roadbed Processing327A021 770 Ton Plant Mix Bituminous Base, Mix 2401A000 1699 Square Yard Bituminous Treatment A405A000 821 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 21867 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A280 2389 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424B281 528 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B285 100 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E

NH-HSIP-0020(516) COLBERT County- 2 -

424C280 528 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range E

428C000 7725 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 1789 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)530A001 519 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 328 Linear Foot 24" Roadway Pipe (Class 3 R.C.)535A001 66 Linear Foot 18" Side Drain Pipe600A000 1 Lump Sum Mobilization610D003 35 Square Yard Filter Blanket, Geotextile614A000 102 Cubic Yard Slope Paving618B003 105 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A101 4 Each 18" Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A011 2 Each Junction Boxes, Type 1 Or 1P621C008 10 Each Inlets, Type E621C020 2 Each Inlets, Type Y621D008 4 Each Inlet Units, Type E621D019 1 Each Inlet Units, Type Y623B000 1350 Linear Foot Concrete Curb, Type N630A001 164 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 2 Each Guardrail End Anchor, Type 8630C050 2 Each Guardrail End Anchor, Type 20 Series650A000 800 Cubic Yard Topsoil652A100 1 Acre Seeding656A010 1 Acre Mulching665F000 20 Each Hay Bales665G000 20 Each Sand Bags665J002 700 Linear Foot Silt Fence665O001 700 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4665Q002 100 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 40,700.00)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)701A239 1 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 2125 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe703A002 188 Square Foot Traffic Control Markings, Class 2, Type A703B002 202 Square Foot Traffic Control Legends, Class 2, Type A703D001 56 Square Foot Temporary Traffic Control Markings705A030 23 Each Pavement Markers, Class A-H, Type 2-C705A031 17 Each Pavement Markers, Class A-H, Type 1-A710A115 34 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel


14 Ga Square Tubular Steel)740B000 1388 Square Foot Construction Signs740D000 150 Each Channelizing Drums740E000 25 Each Cones (36 Inches High)740F002 19 Each Barricades, Type III740I002 11 Each Warning Lights, Type B740M001 25 Each Ballast For Cone741C010 3 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2750B438 6 Each Roadway Luminaire Assembly with One, Modified Cobra Head,

400 Watt Luminiare750C010 6 Each Pole Foundation,Roadway750D200 4 Each Electrical Junction Box,Type 1750G010 1000 Linear Foot Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND750H005 1 Each Service Pole750I005 1 Each Lighting Control Center756A022 220 Linear Foot 4" Electrical Conduit, 1 Line, Type 5 Installation








061


SRTS-SR12(913)JEFFERSON COUNTY, Alabama


SIDEWALKS, TRAFFIC CONTROL MARKINGS AND SIGNS ALONG VARIOUSSTREETS IN MIDFIELD AS INDICATED IN THE PLANS









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

206C010 121 Square Yard Removing Concrete Driveway206C021 17 Square Yard Removing Concrete Steps206D008 12 Linear Foot Removing Retaining Wall209A000 15 Each Mailbox Reset, Single210A000 654 Cubic Yard Unclassified Excavation214A000 3 Cubic Yard Structure Excavation214B001 5 Cubic Yard Foundation Backfill, Commercial305A051 27 Cubic Yard Coarse Aggregate, Section 801, For Miscellaneous Use424A364 1 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D430B050 50 Ton Aggregate Surfacing(ALDOT#1)502A000 70 Pound Steel Reinforcement517A000 118 Linear Foot Handrail533A857 13 Linear Foot 18" Storm Sewer Pipe600A000 1 Lump Sum Mobilization618A000 1364 Square Yard Concrete Sidewalk, 4" Thick618B003 321 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A002 1 Each 18" Roadway Pipe End Treatment, Class 1

SRTS-SR12(913) JEFFERSON County- 2 -

620A000 14 Cubic Yard Minor Structure Concrete621C111 1 Each Inlets, Type PB623C003 713 Linear Foot Combination Curb & Gutter, Type C (Modified)650B000 208 Cubic Yard Topsoil From Stockpiles654A000 1866 Square Yard Solid Sodding665G000 50 Each Sand Bags665J002 2382 Linear Foot Silt Fence665O001 2382 Linear Foot Silt Fence Removal665Q002 100 Linear Foot Wattle674A000 2700 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls703A002 783 Square Foot Traffic Control Markings, Class 2, Type A710A126 53 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B001 126 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)710C000 1 Lump Sum Removal Of Existing Roadway Signs740B000 135 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone








062


STPAA-0017(560)FRANKLIN AND MARION COUNTIES, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-17 (US-43) FROM 0.32 MILESSOUTH OF THE FRANKLIN COUNTY LINE TO JUST SOUTH OF THE JUNCTIONOF SR-13 (MP 301.660)










305B077 1067 Ton Crushed Aggregate, Section 825, For Miscellaneous Use327A021 178 Ton Plant Mix Bituminous Base, Mix 2405A000 11810 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408B001 123761 Square Yard Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick)410H000 1 Each Material Remixing Device424A360 9647 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 71824 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization680A001 1 Lump Sum Geometric Controls

STPAA-0017(560) FRANKLIN , ETC. Counties- 2 -

698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 85,000.00)701A227 14 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 7 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 500 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 29 Mile Broken Temporary Traffic Stripe701C001 48 Mile Solid Temporary Traffic Stripe703A002 1810 Square Foot Traffic Control Markings, Class 2, Type A703B002 90 Square Foot Traffic Control Legends, Class 2, Type A703D001 2032 Square Foot Temporary Traffic Control Markings705A032 450 Each Pavement Markers, Class A-H, Type 1-B705A037 490 Each Pavement Markers, Class A-H, Type 2-D705A038 140 Each Pavement Markers, Class A-H, Type 2-E740B000 863 Square Foot Construction Signs740E000 300 Each Cones (36 Inches High)740M001 300 Each Ballast For Cone740O000 1 Each Pilot Car








STPAA-0243(502) FRANKLIN County- 2 -

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 1038 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 5 Mile Broken Temporary Traffic Stripe701C001 22 Mile Solid Temporary Traffic Stripe703A002 1997 Square Foot Traffic Control Markings, Class 2, Type A703B002 68 Square Foot Traffic Control Legends, Class 2, Type A703D001 732 Square Foot Temporary Traffic Control Markings705A032 24 Each Pavement Markers, Class A-H, Type 1-B705A037 188 Each Pavement Markers, Class A-H, Type 2-D740B000 506 Square Foot Construction Signs740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone740O000 1 Each Pilot Car








064


STPAA-7804(603)AUTAUGA COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-2 (EAST MAIN STREET) FROMTHE JUNCTION OF SHADY OAK LANE TO THE INTERSECTION OF CR-75(MCQUEEN SMITH ROAD) IN PRATTVILLE










405A000 2345 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 33500 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A361 3050 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B658 75 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ $19,000.00)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 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 1275 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)

STPAA-7804(603) AUTAUGA County- 2 -

701C002 4 Mile Broken Temporary Traffic Stripe (Paint)701C003 4 Mile Solid Temporary Traffic Stripe (Paint)703A002 7435 Square Foot Traffic Control Markings, Class 2, Type A703B002 385 Square Foot Traffic Control Legends, Class 2, Type A705A002 141 Each Pavement Markers, Class A, Type 2-A705A005 141 Each Pavement Markers, Class A, Type 2-D730H001 2448 Linear Foot Loop Wire740B000 573 Square Foot Construction Signs740D000 80 Each Channelizing Drums741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








STPNU-1014(250) , ETC. CHEROKEE County- 2 -

705A037 450 Each Pavement Markers, Class A-H, Type 2-D740B000 326 Square Foot Construction Signs740O000 1 Each Pilot Car








074


STPOA-8817(600)COLBERT COUNTY, Alabama


ROADWAY IMPROVEMENTS ON MONTGOMERY AVENUE FROM THE NORFOLKSOUTHERN RAILROAD TO THE JUNCTION OF 6TH STREET IN SHEFFIELD



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







201C000 1 Lump Sum Clearing206C000 2831 Square Yard Removing Concrete Sidewalk206C001 570 Square Yard Removing Concrete Pavement206C002 129 Square Yard Removing Concrete Slope Paving206C010 329 Square Yard Removing Concrete Driveway206D002 60 Linear Foot Removing Curb206D003 2200 Linear Foot Removing Curb And Gutter206E042 8 Each Removing Inlets (Partial)214A000 49 Cubic Yard Structure Excavation214B001 9 Cubic Yard Foundation Backfill, Commercial305B077 300 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 1303 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 18605 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 1535 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1/2"Maximum Aggregate Size Mix, ESAL Range A/B

STPOA-8817(600) COLBERT County- 2 -

424B642 50 Ton Superpave Bituminous Concrete Upper Binder Layer,Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B

450A013 378 Square Yard Plain Cement Concrete Pavement,6 Inches Thick533A855 116 Linear Foot 12" Storm Sewer Pipe600A000 1 Lump Sum Mobilization618A002 2967 Square Yard Concrete Sidewalk, 4" Thick (Includes Brick Paver)618B003 296 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)621A013 5 Each Junction Boxes, Type Special621C008 5 Each Inlets, Type E621C015 4 Each Inlets, Type S1 Or S3 (1 Wing)623A001 329 Linear Foot Concrete Gutter (Valley)623B000 191 Linear Foot Concrete Curb, Type N623B001 30 Linear Foot Concrete Curb, Type N Special623B004 185 Linear Foot Concrete Curb, Type D623C000 2041 Linear Foot Combination Curb & Gutter, Type C650A000 6 Cubic Yard Topsoil652A100 1 Acre Seeding656A010 1 Acre Mulching660A000 36 Cubic Yard Plant Topsoil660C048 123 Each Shrubs, Ilex Vomitoria Nana (Dwarf Yaupon Holly)660C059 500 Each Shrubs, Juniperus Parsoni (Parsons Juniper)660C074 310 Each Shrubs, Liriope Muscari (Big Blue Liriope)660C113 7 Each Shrubs, Ilex Aquifolium X Cornuta (Nellie R. Stevens Holly)660C135 3 Each Shrubs, Ilex x Attentuata, Fosteri (Foster Holly)660C202 50 Each Shrubs, llex Cornuta 'Needlepoint' (Needlepoint Holly)660D091 2 Each Trees, Quercus Lyrata (Overcup Oak)660D219 8 Each Trees, Fraxinus Pennsylvanica 'Urbanite' (Urbanite Green Ash)660J000 36 Cubic Yard Plant Mulch663B001 48 Cubic Yard Tree Root Protection Material (Structural Soil)665G000 200 Each Sand Bags665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665P005 20 Each Inlet Protection, Stage 3 Or 4665Q002 200 Linear Foot Wattle674A000 501 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ $13,500.00)701A230 1 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 82 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 1 Mile Solid Temporary Traffic Stripe701E010 255 Linear Foot Broken Temporary Traffic Stripe701G242 255 Linear Foot Broken White, Class 2, Type A Traffic Stripe (5" Wide)701G253 3460 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)703A002 1002 Square Foot Traffic Control Markings, Class 2, Type A703B002 247 Square Foot Traffic Control Legends, Class 2, Type A710A115 84 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 ( Montgomery Ave. & 1st St.730A001 1 Lump Sum Removal Of Existing Traffic Control Unit ( Montgomery Ave. & 6th St.730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Montgomery Ave. & 1st St.730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Montgomery Ave. & 6th St.730E000 8 Each Metal Traffic Signal Pole Foundation730F000 2 Each Metal Traffic Signal Pole With 30 ft.730F001 3 Each Metal Traffic Signal Pole With 35 ft.730F002 3 Each Metal Traffic Signal Pole With 50 ft.730K000 8 Each Traffic Signal Junction Box730L003 130 Linear Foot 1", Non-Metallic, Conduit730L005 1035 Linear Foot 2", Non-Metallic, Conduit730N010 8 Each Luminaire Extension Assembly, 8 feet730P022 20 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730Q011 12 Each Pedestrian Signal Head, Type LED730R022 2 Each Controller Assembly, Type III, 8 Phase730T000 1 Each Wood Pole

STPOA-8817(600) COLBERT County- 3 -

730U015 1 Lump Sum Video Detection System Montgomery Ave & 1st St730U016 1 Lump Sum Video Detection System Montgomery Ave & 6th St740B000 863 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 100 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2750D200 20 Each Electrical Junction Box,Type 1750E115 2210 Linear Foot Conduit,2 Inch,Rigid Nonmetallic756A028 425 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation








077

Notice To ContractorsState Maintenance Project No.

99-406-261-231-402ELMORE COUNTY, Alabama

M a i n t e n a n c e


SLIDE CORRECTION AND DRAINAGE REPAIRS ON THE SOUTHBOUND SHOULDEROF SR-9 (US-231) FROM MILEPOST 117.372 TO 117.262 SOUTH OF WETUMPKA








210A000 250 Cubic Yard Unclassified Excavation210D021 5695 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 143 Cubic Yard Structure Excavation214B001 40 Cubic Yard Foundation Backfill, Commercial305B077 100 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 100 Gallon Tack Coat424A361 60 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 692 Linear Foot Scoring Bituminous Pavement Surface By Cutting530A100 16 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)533B098 212 Linear Foot 22" Span, 14" Rise Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610C001 25 Ton Loose Riprap, Class 2610D003 20 Square Yard Filter Blanket, Geotextile619A001 1 Each 15" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete

99-406-261-231-402 ELMORE County- 2 -

621A011 1 Each Junction Boxes, Type 1 Or 1P621C015 2 Each Inlets, Type S1 Or S3 (1 Wing)621D015 2 Each Inlet Units, Type S1 Or S3623C000 270 Linear Foot Combination Curb & Gutter, Type C650A000 100 Cubic Yard Topsoil652A100 1 Acre Seeding654A000 500 Square Yard Solid Sodding656A010 1 Acre Mulching659C003 3000 Square Yard Erosion Control Product, Type S1665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665G000 75 Each Sand Bags665J002 1300 Linear Foot Silt Fence665O001 1300 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4674A000 200 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ $19,000.00)740B000 342 Square Foot Construction Signs740D000 200 Each Channelizing Drums741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 1 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."



078


99-506-690-000-401BUTLER AND MONTGOMERY COUNTIES, Alabama



BRIDGE ABUTMENT SLOPE PAVING AND JOINT REPAIR ON VARIOUSBRIDGES WITIN THE SIXTH DIVISION







206C002 609 Square Yard Removing Concrete Slope Paving210D021 946 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)522G000 434 Linear Foot Bridge Joint Seal600A000 1 Lump Sum Mobilization614A001 81 Cubic Yard Slope Paving (Under Bridges)698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 5,500.00)740B000 2389 Square Foot Construction Signs740C000 24 Square Foot Special Construction Signs740D000 100 Each Channelizing Drums740E000 300 Each Cones (36 Inches High)740M001 300 Each Ballast For Cone741C010 4 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2







079


99-507-690-000-401BARBOUR, COFFEE, COVINGTON, CRENSHAW

AND GENEVA COUNTIES, Alabama



BRIDGE PILE ENCASEMENTS AND RIPRAP PLACEMENT ON VARIOUS BRIDGESIN THE SEVENTH DIVISION


The Entire Project Shall Be Completed In Fifty-five(55) Working Days.





206D025 110 Linear Foot Removing Steel Piling Encasements430B000 100 Ton Aggregate Surfacing (ALDOT #467 Or #57)504G000 226 Linear Foot Steel Piling Encasement, Wet Condition600A000 1 Lump Sum Mobilization610C001 2881 Ton Loose Riprap, Class 2610D003 2861 Square Yard Filter Blanket, Geotextile659C002 400 Square Yard Erosion Control Product, Type S2665E000 400 Square Yard Polyethylene665J002 1440 Linear Foot Silt Fence665L000 795 Linear Foot Floating Basin Boom665N000 920 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 1440 Linear Foot Silt Fence Removal665Q002 180 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ $10,302.00)740B000 1285 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit







Documents

ALABAMAalletting.dot.state.al.us/.../NTCSeptember_26_2014.pdf · 9/26/2014 · ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD OFFICE ENGINEER - ROOM E-108 MONTGOMERY,