ALABAMAalletting.dot.state.al.us/Prior Lettings/2012 Prior Letting... · $5.00 $ 3.00 075...

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation Letting

December 7, 201210:00 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

December 07, 2012COMPANY NAME: ______________________________________________ BY: ____________________

SHIPPING ADDRESS: ______________________________________________

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

MAIL ADDRESS: ______________________________________________

CITY, STATE, ZIP: ______________________________________________ PHONE: _________________============================================================================================DELIVERY OPTIONS: ______ STANDARD MAIL/SHIP (VIA UPS)(CHECK ONE) ______ OVERNIGHT (PLEASE PROVIDE YOUR FED-EX ACCT #___________________)

______ WILL PICK UP

NOTE: YOU ARE LIMITED TO ONE BIDDING PROPOSAL PER PROJECT. YOU MUST BE PRE-QUALIFIED TO PURCHASEA BIDDING PROPOSAL. WE ARE NO LONGER PROVIDING 3.5" DISKETTES FOR BIDDING PURPOSES. BIDDING FILESARE AVAILABLE AT OUR WEBSITE" WWW.DOT.STATE.AL.US

BIDDINGPROPOSAL PLANS PLANS(ONE EACH) PRICE QTY.

$5.00 ____ $ 72.00 ____ 001 IM-I065(412, CONECUH$5.00 ____ $110.00 ____ 002 IM-NHF-I020(339), CLEBURNE$5.00 ____ $ 47.00 ____ 006 BRF-0020(509), LAWRENCE$5.00 ____ $ 44.00 ____ 007 BRF-0008(528), MARENGO$5.00 ____ $ 96.00 ____ 010 NHF-I085(327), MONTGOMERY$5.00 ____ $ 5.00 ____ 014 ACBRZ55194-ATRP(001), CHAMBERS$5.00 ____ $ 13.00 ____ 015 ACNU58562-ATRP(001),ETC. , PIKE$5.00 ____ $ 4.00 ____ 016 ACBRZ58393-ATRP(001), LAUDERDALE$5.00 ____ $ 4.00 ____ 017 ACNU58306-ATRP(001), MOBILE$5.00 ____ $ 3.00 ____ 018 ACNU58392-ATRP(001), CLAY$5.00 ____ $ 4.00 ____ 019 ACNU58416-ATRP(001), LEE$5.00 ____ $ 3.00 ____ 020 ACNU58471-ATRP(001), MONROE$5.00 ____ $ 6.00 ____ 021 ACNU58477-ATRP(001),ETC., GREENE$5.00 ____ $ 3.00 ____ 022 ACNU58624-ATRP(001), CULLMAN$5.00 ____ $ 3.00 ____ 023 ACNU58625-ATRP(001), CULLMAN$5.00 ____ $ 4.00 ____ 024 ACOA58387-ATRP(001), COLBERT$5.00 ____ $ 6.00 ____ 025 ACOA58683-ATRP(001), HOUSTON$5.00 ____ $ 3.00 ____ 026 ACNU58506-ATRP(001),ETC., BARBOUR$5.00 ____ $ 11.00 ____ 030 BR-0004(505), ST. CLAIR$5.00 ____ $ 12.00 ____ 032 BR-7004(601), JEFFERSON$5.00 ____ $ 39.00 ____ 033 BR-0026(501), RUSSELL$5.00 ____ $ 4.00 ____ 043 NH-0003(575), ESCAMBIA$5.00 ____ $ 5.00 ____ 045 NH-0009(549), CHEROKEE$5.00 ____ $ 5.00 ____ 046 NH-0013(575), FAYETTE$5.00 ____ $ 5.00 ____ 047 NH-HSIP-0006(544), CHILTON$5.00 ____ $ 3.00 ____ 060 STPAA-0016(512), BALDWIN$5.00 ____ $ 6.00 ____ 061 STPAA-0117(509), JACKSON$5.00 ____ $ 4.00 ____ 062 STPAA-HSIP-0188(502), MOBILE$5.00 ____ $ 4.00 ____ 063 STPAA-HSIP-0193(504), MOBILE$5.00 ____ $ 19.00 ____ 065 STPAA-HSIP-0015(520), PIKE$5.00 ____ $ 3.00 ____ 070 STPNU-2649(200), ELMORE$5.00 ____ $ 3.00 ____ 071 STPNU-6717(200), WINSTON$5.00 ____ $ 3.00 ____ 075 STPOA-4114(200), LEE$5.00 ____ $ 3.00 ____ 076 STPOA-5012(200), MONROE$5.00 ____ $ 10.00 ____ 081 TCSP-11AL(001), LEE$5.00 ____ $ 28.00 ____ 090 ST-002-181-010, BALDWIN$5.00 ____ $ 33.00 ____ 091 ST-047-013-001, MARION

__________________________________________________________________________________________PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

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

__________________________________________________________________________________________

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

ALABAMA DEPARTMENT OF TRANSPORTATION1409 COLISEUM BOULEVARDOFFICE ENGINEER - ROOM E-108MONTGOMERY, ALABAMA 36110PHONE: (334) 242-6441, 6442, 6526 FAX: (334) 264-7976e-mail: [email protected]

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

001

Notice To ContractorsFederal Aid Project No.

IM-I065(412)CONECUH 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.,December 07, 2012, and at that time publicly opened for constructing the following:

PLANING, RESURFACING, TRAFFIC STRIPE, DRAINAGE AND GUARDRAIL ONI-65 FROM NEAR THE CR-6 INTERCHANGE TO MURDER CREEK IN EVERGREEN

The Length Of This Project Is: 10.268 Miles.

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

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

A 5.00% DBE Contract Obligation Is Required.

A Bidding Proposal may be purchased for $5.00.Plans may be purchased for $72.00 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 $15,400,000 To $18,800,000The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre)(Approximately 70 Acres)

206C003 9002 Square Yard Removing Concrete Flumes206D000 345 Linear Foot Removing Pipe206D001 7195 Linear Foot Removing Guardrail206D011 3229 Linear Foot Removing Fence206E000 89 Each Removing Headwalls206E001 3 Each Removing Inlets206E008 86 Each Removing Guardrail End Anchor (All Type)210A000 96002 Cubic Yard Unclassified Excavation214A000 1674 Cubic Yard Structure Excavation214B000 184 Cubic Yard Foundation Backfill, Local214B001 254 Cubic Yard Foundation Backfill, Commercial405A000 65406 Gallon Tack Coat407B000 31 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 3289 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 77473 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 468073 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)408A055 5067 Square Yard Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick)

IM-I065(412) CONECUH County- 2 -

410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device420A015 14169 Ton Polymer Modified Open Graded Friction Course423A003 28519 Ton Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size423B001 51711 Ton Stone Matrix Asphalt Binder Layer, 1.0" Maximum Aggregate Size424A360 12793 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B651 18468 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 217984 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B050 4045 Ton Aggregate Surfacing(ALDOT#1)502A000 29768 Pound Steel Reinforcement524B011 195 Cubic Yard Culvert Concrete Extension (Cast In Place)530A000 77 Linear Foot 15" Roadway Pipe (Class 3 R.C.)530A001 99 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 38 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 18 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A005 16 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A006 142 Linear Foot 48" Roadway Pipe (Class 3 R.C.)530A100 159 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A101 233 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530A102 82 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530A103 50 Linear Foot 30" Roadway Pipe (Class 3 R.C.) (Extension)530A104 20 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)530A105 96 Linear Foot 42" Roadway Pipe (Class 3 R.C.) (Extension)530A106 220 Linear Foot 48" Roadway Pipe (Class 3 R.C.) (Extension)530A107 68 Linear Foot 54" Roadway Pipe (Class 3 R.C.) (Extension)530B000 16 Linear Foot 18" Span, 11" Rise Roadway Pipe (Class 3 R.C.)530B006 7 Linear Foot 59" Span, 36" Rise Roadway Pipe (Class 3 R.C.)530B011 114 Linear Foot 18" Span, 11" Rise Roadway Pipe (Class 3 R.C.) (Extension)534E001 236 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)534F000 50 Linear Foot Cleaning Existing Culvert (Greater Than 48" Horizontal Opening)538A002 1549 Linear Foot 15" Roadway Pipe Rehabilitation538A003 1982 Linear Foot 18" Roadway Pipe Rehabilitation538A004 549 Linear Foot 24" Roadway Pipe Rehabilitation538A005 94 Linear Foot 30" Roadway Pipe Rehabilitation538A007 465 Linear Foot 42" Roadway Pipe Rehabilitation538A008 1302 Linear Foot 48" Roadway Pipe Rehabilitation538A009 166 Linear Foot 54" Roadway Pipe Rehabilitation538B000 955 Linear Foot 18"Span x 11" Rise Roadway Pipe Rehabilitation600A000 1 Lump Sum Mobilization606A000 1000 Linear Foot 6" Underdrain Pipe610D003 38471 Square Yard Filter Blanket, Geotextile614A000 4260 Cubic Yard Slope Paving618A001 848 Square Yard Concrete Sidewalk, 6" Thick619A001 18 Each 15" Roadway Pipe End Treatment, Class 1619A002 20 Each 18" Roadway Pipe End Treatment, Class 1619A003 9 Each 24" Roadway Pipe End Treatment, Class 1619A004 2 Each 30" Roadway Pipe End Treatment, Class 1619A005 1 Each 36" Roadway Pipe End Treatment, Class 1619A007 10 Each 48" Roadway Pipe End Treatment, Class 1619A008 1 Each 54" Roadway Pipe End Treatment, Class 1619A054 2 Each 30" Roadway Pipe End Treatment, Class 2619A056 6 Each 42" Roadway Pipe End Treatment, Class 2619A057 5 Each 48" Roadway Pipe End Treatment, Class 2619A058 1 Each 54" Roadway Pipe End Treatment, Class 2619B015 9 Each 18" Span, 11" Rise Roadway Pipe End Treatment, Class 1620A000 19 Cubic Yard Minor Structure Concrete621A011 19 Each Junction Boxes, Type 1 Or 1P621A019 8 Each Junction Boxes, Type 1 Or 2P621B011 4 Each Junction Box Units, Type 1 Or 1P621B014 11 Each Junction Box Units, Type 1 Or 2P621C000 1 Each Inlets, Type AB629D000 4 Each Bridge Guardrail Retrofit, Type IC629E003 700 Linear Foot Bridge Rail Retrofit,Type SC(IC)630A033 18378 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C001 35 Each Guardrail End Anchor, Type 8630C003 8 Each Guardrail End Anchor, Type 13630C050 35 Each Guardrail End Anchor, Type 20 Series

IM-I065(412) CONECUH County- 3 -

630C070 6 Each Guardrail End Anchor, Type 10 Series631G009 1 Each Guardrail End Anchor, Type 10 Series Relocated631G015 1 Each Guardrail End Anchor, Type 20 Series Relocated635A000 3229 Linear Foot Woven Wire Fence650A000 35143 Cubic Yard Topsoil652A100 54 Acre Seeding652C000 615 Acre Mowing654A001 54314 Square Yard Solid Sodding (Bermuda)656A010 54 Acre Mulching659C001 10000 Square Yard Erosion Control Product, Type S3659C002 10000 Square Yard Erosion Control Product, Type S2665A000 54 Acre Temporary Seeding665B001 162 Ton Temporary Mulching665E000 15000 Square Yard Polyethylene665F000 2100 Each Hay Bales665G000 4500 Each Sand Bags665I000 5000 Ton Temporary Riprap, Class 2665J002 30000 Linear Foot Silt Fence665K000 2500 Cubic Yard Drainage Sump Excavation665N001 500 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 30000 Linear Foot Silt Fence Removal665Q002 10000 Linear Foot Wattle666A001 54 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 840,000.00)701A227 26 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 26 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 21 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 400 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 41 Mile Broken Temporary Traffic Stripe701C001 88 Mile Solid Temporary Traffic Stripe701G146 1204 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1204 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 1204 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 1204 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 2693 Square Foot Traffic Control Markings, Class 2, Type A705A030 452 Each Pavement Markers, Class A-H, Type 2-C705A031 1379 Each Pavement Markers, Class A-H, Type 1-A705A032 21 Each Pavement Markers, Class A-H, Type 1-B705A037 93 Each Pavement Markers, Class A-H, Type 2-D707A006 120 Each Type 1, Clear Delineator Installation707A026 39 Each Type 1B, Clear And Red Delineator Installation707A027 20 Each Type 1B, Red And Yellow Delineator Installation726A000 200 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 20 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D025 2 Each Portable Impact Attenuator Assembly (Unidirectional,TL-3)740B000 1863 Square Foot Construction Signs740C000 97 Square Foot Special Construction Signs740C002 20 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 250 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740I002 5 Each Warning Lights, Type B740M001 250 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A003 2 Each Portable Changeable Message Sign, Type 3999 000 1780 Hour Trainee Hours At 80 Cents Per Hour

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

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

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

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

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

The right to reject any or all bids is reserved.

JOHN R. COOPERTransportation Director

002


IM-NHF-I020(339)CLEBURNE COUNTY, Alabama


ADDITIONAL LANES (GRADE, DRAIN, PAVE, LIGHTING AND SIGNING) ONI-20 FROM SR-46 IN HEFLIN TO WEST OF THE TALLAPOOSA RIVER



The Entire Project Shall Be Completed By May 1, 2015







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre) (Approximately 57 Acres)

206B009 1 Lump Sum Removal Of Old Box Culvert, Partial, Station 1524+70206C001 9179 Square Yard Removing Concrete Pavement206C003 11836 Square Yard Removing Concrete Flumes206C013 298 Square Yard Removing Bridge End Slab206D000 32 Linear Foot Removing Pipe206D001 13505 Linear Foot Removing Guardrail206E000 21 Each Removing Headwalls206E001 35 Each Removing Inlets206E008 52 Each Removing Guardrail End Anchor (All Type)210A000 30042 Cubic Yard Unclassified Excavation210D000 24995 Cubic Yard Borrow Excavation214A000 9144 Cubic Yard Structure Excavation214B001 3021 Cubic Yard Foundation Backfill, Commercial231B001 25210 Ton Roadbed Stabilizing Material, ALDOT #467301E007 71 Ton Crushed Aggregate Base Course, Type B, Yard Mixed401A000 134408 Square Yard Bituminous Treatment A405A000 42725 Gallon Tack Coat

IM-NHF-I020(339) CLEBURNE County- 2 -

407B000 41 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 7056 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A055 8609 Square Yard Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device423A003 16263 Ton Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size423B002 21321 Ton Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size424A280 6335 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A286 100 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E424A360 4703 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B280 6642 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E424B581 125510 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B585 800 Ton Superpave Bituminous Concrete Lower Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E424B589 91828 Ton Superpave Bituminous Concrete Lower Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E424B650 6676 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 17941 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B689 16679 Ton Superpave Bituminous Concrete Lower Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 98177 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 639 Ton Aggregate Surfacing (1" Down, Crusher Run)450B000 272 Square Yard Reinforced Cement Concrete Bridge End Slab453C000 2130 Square Yard Removal Of Concrete Pavement Slab453D001 45 Cubic Yard Concrete Pavement Replacement Slab (Plain Concrete)453D002 480 Cubic Yard Concrete Pavement Replacement Slab (Continuous Reinforced)459A000 100530 Square Yard Rubblizing Continuously Reinforced Concrete Pavement459A002 57206 Square Yard Rubblizing Plain Concrete Pavement459B000 1000 Ton Filler Aggregate520B000 1 Lump Sum Raising Existing Bridge, Station 1491+47.94530A001 8 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 42 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 30 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A100 30 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A102 46 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530A104 12 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)530B011 82 Linear Foot 18" Span, 11" Rise Roadway Pipe (Class 3 R.C.) (Extension)533A858 8530 Linear Foot 24" Storm Sewer Pipe533B202 1748 Linear Foot 29" Span, 18" Rise Storm Sewer Pipe534E001 230 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)538A002 280 Linear Foot 15" Roadway Pipe Rehabilitation538A004 2648 Linear Foot 24" Roadway Pipe Rehabilitation538A005 1187 Linear Foot 30" Roadway Pipe Rehabilitation538B000 376 Linear Foot 18"Span x 11" Rise Roadway Pipe Rehabilitation600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories603A002 1 Each Furnishing Type 3 Field Office605B001 40 Each Special Underdrain Outlet, Type B606A000 1440 Linear Foot 6" Underdrain Pipe606A005 430 Linear Foot 6" Underdrain Pipe,Type 9610C001 1954 Ton Loose Riprap, Class 2610D003 2154 Square Yard Filter Blanket, Geotextile614A000 44 Cubic Yard Slope Paving619A001 3 Each 15" Roadway Pipe End Treatment, Class 1619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A003 8 Each 24" Roadway Pipe End Treatment, Class 1619A004 2 Each 30" Roadway Pipe End Treatment, Class 1619A005 1 Each 36" Roadway Pipe End Treatment, Class 1619B015 8 Each 18" Span, 11" Rise Roadway Pipe End Treatment, Class 1620A000 5 Cubic Yard Minor Structure Concrete621A005 5 Each Junction Boxes, Type 1621A011 7 Each Junction Boxes, Type 1 Or 1P


621B011 4 Each Junction Box Units, Type 1 Or 1P621C002 1 Each Inlets, Type C, P1 Or P3621C054 77 Each Inlets, Type E2621D041 91 Each Inlet Units, Type E2621I004 1 Each Stilling Basins, Type 4621I008 1 Each Stilling Basins, Type 8629A080 19863 Linear Foot Concrete Median Or Safety Barrier, Type CSF-56629A081 2497 Linear Foot Concrete Median Or Safety Barrier, CSF-56 SE629A082 210 Linear Foot Concrete Median Or Safety Barrier, CSF-56 PP629C001 1 Each Concrete Median Or Safety Barrier End Section (Type TES Modified)629D000 4 Each Bridge Guardrail Retrofit, Type IC630A001 3525 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 8 Each Guardrail End Anchor, Type 8630C003 5 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series630C070 9 Each Guardrail End Anchor, Type 10 Series650A000 9541 Cubic Yard Topsoil650B000 9000 Cubic Yard Topsoil From Stockpiles652A100 57 Acre Seeding652C000 57 Acre Mowing654A001 107 Square Yard Solid Sodding (Bermuda)656A010 57 Acre Mulching659C001 560 Square Yard Erosion Control Product, Type S3659C002 30300 Square Yard Erosion Control Product, Type S2659C004 2478 Square Yard Erosion Control Product, Type C2659C005 8423 Square Yard Erosion Control Product, Type C4659C006 282 Square Yard Erosion Control Product, Type C6665A000 57 Acre Temporary Seeding665B001 171 Ton Temporary Mulching665C010 296 Linear Foot Temporary Pipe665E000 2000 Square Yard Polyethylene665G000 10680 Each Sand Bags665I000 2700 Ton Temporary Riprap, Class 2665J002 21825 Linear Foot Silt Fence665K000 1067 Cubic Yard Drainage Sump Excavation665N000 300 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 21825 Linear Foot Silt Fence Removal665P005 81 Each Inlet Protection, Stage 3 Or 4665Q002 20675 Linear Foot Wattle665T000 1170 Linear Foot Temporary Earth Berms665V001 3770 Pound Flocculant Powder666A001 57 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 1,500,000.00)701A227 10 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 13 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 20 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B063 2643 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 1072 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 37 Mile Broken Temporary Traffic Stripe701C001 59 Mile Solid Temporary Traffic Stripe701C006 3 Mile Solid Temporary Traffic Stripe (Removable Tape)701D007 2 Mile Solid Traffic Stripe Removed (Paint)701D008 2 Mile Solid Traffic Stripe Removed (Plastic)701D009 20 Mile Solid Traffic Stripe Removed (Tape)701D014 1 Mile Broken Traffic Stripe Removed (Paint)701D015 2 Mile Broken Traffic Stripe Removed (Plastic)701D016 8 Mile Broken Traffic Stripe Removed (Tape)701E009 187 Linear Foot Broken Temporary Traffic Stripe (Removable Tape)701F000 4578 Linear Foot Dotted Temporary Traffic Stripe701F010 2643 Linear Foot Dotted Temporary Traffic Stripe (Lane Drop)701G142 2930 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 1769 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 2294 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G161 2405 Linear Foot Broken Black, Class W, Type B Traffic Stripe (5" Wide)701G252 700 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip)701H010 49 Linear Foot Dotted Traffic Stripe Removed (Paint)701H011 1120 Linear Foot Dotted Traffic Stripe Removed (Plastic)701H012 756 Linear Foot Dotted Traffic Stripe Removed (Tape)


703A002 4467 Square Foot Traffic Control Markings, Class 2, Type A703B002 164 Square Foot Traffic Control Legends, Class 2, Type A703C000 56 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Paint)703C001 190 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)703C003 221 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Tape)703D000 127 Square Foot Temporary Traffic Control Markings (Tape)703D001 56 Square Foot Temporary Traffic Control Markings703E000 105 Square Foot Temporary Traffic Control Legends (Tape)705A011 7786 Each Pavement Markers, Class C, Type 1-A705A012 5395 Each Pavement Markers, Class C, Type 1-B705A022 505 Each Pavement Markers, Class C, Type 2-C705A030 409 Each Pavement Markers, Class A-H, Type 2-C705A031 1722 Each Pavement Markers, Class A-H, Type 1-A705A032 108 Each Pavement Markers, Class A-H, Type 1-B705A037 18 Each Pavement Markers, Class A-H, Type 2-D707B004 4 Each Type B Hazard Marker Installation709A000 8 Each Milepost, Type A710A115 330 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel

Flat Sign Panels 14 Gauge (Type III Or Type IV Background)710A140 1162 Square Foot Class 6, Aluminum Multiple Flat Sign Panels 0.125" Thick Or

Steel Multiple Flat Sign Panels 12 Gauge(Ty. III Background)710A141 131 Square Foot Class 6, Aluminum Flat Sign Panels 0.125" Thick Or Steel

Flat Sign Panels 12 Gauge (Type III Background)710A144 129 Square Foot Class 2A , Aluminum Flat Sign Panels 0.125" Thick or Steel

Flat Sign Panels 12 Gauge (Type III, IV, Or VIII Bckgd)710B004 36 Linear Foot Roadway Sign Post (3" O.D. Steel Uniform Diameter)710B007 48 Linear Foot Roadway Sign Post (W6 x 15 Steel Beam)710B008 56 Linear Foot Roadway Sign Post (W8 x 18 Steel Beam)710B014 60 Linear Foot Roadway Sign Post (W10 x 26 Steel Beam)710B021 455 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)710C000 1 Lump Sum Removal Of Existing Roadway Signs715A000 1 Lump Sum Overhead Roadway Sign Structure OHC-1715A001 1 Lump Sum Overhead Roadway Sign Structure OHC-2715A002 1 Lump Sum Overhead Roadway Sign Structure OHC-3720A031 1 Each Vehicular Impact Attenuator Assembly (Bi-directional,"70 MPH")726A000 3770 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 40 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D025 4 Each Portable Impact Attenuator Assembly (Unidirectional,TL-3)731B000 1 Each Pole for Mounting Traffic Detection Equipment732A001 1 Lump Sum Weigh-In-Motion/Classification Station734A011 12845 Linear Foot Cable OSP, Loose Tube, 24F SM734E000 10560 Linear Foot Detectable Tape System734E005 22 Each Marker Post734E021 11115 Linear Foot Buried Duct HDPE SDR11 2 Inch734E040 630 Linear Foot Conduit Galvanized Rigid Steel 2 Inch734F002 1 Each Distribution Hardware SFDU 12 Fiber734F003 1 Each Distribution Hardware SFDU 24 Fiber734G001 28 Each Connector ST Termination SM734G009 8 Each Splicing, Fusion734H012 4 Each Patch Cord Simplex SM ST 3 Meter734J000 20 Each Commbox F1734J003 2 Each Pull Box (24 In X 24 In X 12 In) Alum734M000 1 Each Riser Assembly740B000 3119 Square Foot Construction Signs740C000 577 Square Foot Special Construction Signs740C002 20 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 700 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 5 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740L004 530 Each Vertical Panel, Type II (Single-Sided)740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2747A000 2 Each Highway Advisory Radio750K020 1 Lump Sum Modification Of Roadway Lighting756A022 190 Linear Foot 4" Electrical Conduit, 1 Line, Type 5 Installation999 000 4240 Hour Trainee Hours At 80 Cents Per Hour

006


BRF-0020(509)LAWRENCE COUNTY, Alabama


BRIDGE REPLACEMENT (DUAL) AND APPROACHES ON SR-20 (ALT US-72) ATFOX CREEK EAST OF HILLSBORO



The Entire Project Shall Be Completed In Two Hundred Eighty Five(285) Working Days.








206A000 1 Lump Sum Removal Of Old Bridge, Station 122+53.0206A001 1 Lump Sum Removal Of Old Bridge, Station 122+52.0206C013 222 Square Yard Removing Bridge End Slab206D000 776 Linear Foot Removing Pipe206D001 619 Linear Foot Removing Guardrail206E000 17 Each Removing Headwalls206E001 14 Each Removing Inlets206E008 10 Each Removing Guardrail End Anchor (All Type)210A000 16328 Cubic Yard Unclassified Excavation210D000 27505 Cubic Yard Borrow Excavation210F001 1000 Ton Borrow Excavation (Underwater Embankment)214A000 776 Cubic Yard Structure Excavation214B001 290 Cubic Yard Foundation Backfill, Commercial230A000 71 Roadbed Station Roadbed Processing243A033 17022 Square Yard Geosynthetic Reinforcement For Soft Soil Stabilization, Type 1301A008 36000 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness

BRF-0020(509) LAWRENCE County- 2 -

301A012 31800 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"Compacted Thickness

327A021 1622 Ton Plant Mix Bituminous Base, Mix 2401A000 18000 Square Yard Bituminous Treatment A405A000 8149 Gallon Tack Coat407B000 4 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 24372 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A280 2959 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A360 1427 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range E424B289 2700 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E424B581 1673 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B651 2111 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B653 400 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B681 1650 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C280 3437 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424C360 1765 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 20510 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B014 55 Ton Aggregate Surfacing (ALDOT #410 Modified)430B046 2400 Ton Aggregate Surfacing (Aldot #2)450B000 216 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 66100 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

E.B.L., Station 122+20.0, Approximately 57,600 Lbs.502B001 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

W.B.L., Station 122+20.0, Approximately 57,600 Lbs.505G003 56 Each Pile Points (Type A, 12")505M002 1635 Linear Foot Steel Piling Furnished And Driven (HP 12x53)506A005 216 Linear Foot Drilled Shaft Excavation, 3'-6" Diameter506B002 56 Linear Foot Special Drilled Shaft Excavation, 3'-6" Diameter506C041 314 Linear Foot Drilled Shaft Construction, 3'-6" Diameter, Class DS1 Concrete506F000 266 Linear Foot Permanent Drilled Shaft Casing, 3'-6" Diameter506G001 8 Each Crosshole Sonic Logging, 3'-6" Diameter508A000 10000 Pound Structural Steel510A000 208 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

E.B.L., Station 122+20.0, Approximately 226 Cu.Yds.510C052 1 Lump Sum Bridge Concrete Superstructure,

W.B.L., Station 122+20.0, Approximately 226 Cu.Yds.510E000 1440 Square Yard Grooving Concrete Bridge Decks511A051 72 Each Elastomeric Bearing Type 2 (Mark B2)513B004 2112 Linear Foot Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)530A001 74 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 465 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A004 180 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530B001 323 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)535A085 53 Linear Foot 24" Side Drain Pipe (Class 3 R.C.)535A087 29 Linear Foot 36" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 11 Each Right Of Way Markers603A003 1 Each Furnishing Type 4 Field Office603B000 800 Linear Foot Furnishing Security Fence608A000 1234 Square Yard Separation Geotextile610C001 4050 Ton Loose Riprap, Class 2610D003 2147 Square Yard Filter Blanket, Geotextile614A000 108 Cubic Yard Slope Paving619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A003 6 Each 24" Roadway Pipe End Treatment, Class 1619A102 4 Each 24" Side Drain Pipe End Treatment, Class 1


619A104 2 Each 36" Side Drain Pipe End Treatment, Class 1619A204 2 Each 36" Roadway Pipe End Treatment, Class 1 (Double Line)619B016 5 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1621C020 7 Each Inlets, Type Y621C092 9 Each Inlets, Type X (Modified)621D019 7 Each Inlet Units, Type Y630A001 1847 Linear Foot Steel Beam Guardrail, Class A, Type 2630C000 4 Each Guardrail End Anchor, Type 10630C001 3 Each Guardrail End Anchor, Type 8630C003 5 Each Guardrail End Anchor, Type 13630C050 6 Each Guardrail End Anchor, Type 20 Series636A002 100 Linear Foot Barbed Wire Fence, 5 Strands, 5 Feet High636A003 100 Linear Foot Barbed Wire Fence, 3 Strands, 4 Feet High641A684 200 Linear Foot 8 Inch Ductile Iron Water Main Laid (Restrained Joint)641A748 1700 Linear Foot 8 Inch P.V.C. Water Main Laid641C500 1206 Pound Ductile Iron Fittings641J518 4 Each 8 Inch Gate Valve With Box641L500 5 Cubic Yard Concrete for Water Mains (Thrust Blocks)649A645 75 Linear Foot 16 Inch Steel Encasement Pipe, Type 2 Installation650B000 4107 Cubic Yard Topsoil From Stockpiles652A100 5 Acre Seeding652C000 5 Acre Mowing654A000 423 Square Yard Solid Sodding656A010 5 Acre Mulching659C001 866 Square Yard Erosion Control Product, Type S3665A000 5 Acre Temporary Seeding665B001 15 Ton Temporary Mulching665E000 500 Square Yard Polyethylene665F000 200 Each Hay Bales665G000 500 Each Sand Bags665I000 200 Ton Temporary Riprap, Class 2665J002 1340 Linear Foot Silt Fence665K000 2000 Cubic Yard Drainage Sump Excavation665O001 1340 Linear Foot Silt Fence Removal665P005 16 Each Inlet Protection, Stage 3 Or 4665Q002 2500 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 243,150.00)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 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 1080 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 4 Mile Solid Temporary Traffic Stripe701D008 4 Mile Solid Traffic Stripe Removed (Plastic)701D015 2 Mile Broken Traffic Stripe Removed (Plastic)701E003 720 Linear Foot Solid Temporary Traffic Stripe (Tape)701G142 360 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 360 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 360 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 720 Linear Foot Solid Traffic Stripe Removed (Tape)703A002 1347 Square Foot Traffic Control Markings, Class 2, Type A703B002 134 Square Foot Traffic Control Legends, Class 2, Type A705A011 1630 Each Pavement Markers, Class C, Type 1-A705A012 3260 Each Pavement Markers, Class C, Type 1-B705A030 14 Each Pavement Markers, Class A-H, Type 2-C705A031 148 Each Pavement Markers, Class A-H, Type 1-A705A037 8 Each Pavement Markers, Class A-H, Type 2-D707B010 2 Each Type B Hazard Marker Installation (Temporary)710A115 17 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 37 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B021 91 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)726A000 5112 Linear Foot Portable Concrete Safety Barriers,Type 6726A005 180 Linear Foot Portable Concrete Safety Barriers,Type 6(Bridge Bolted)740B000 1037 Square Foot Construction Signs740D000 310 Each Channelizing Drums


740E000 25 Each Cones (36 Inches High)740F002 18 Each Barricades, Type III740I002 10 Each Warning Lights, Type B740M001 25 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2999 000 1440 Hour Trainee Hours At 80 Cents Per Hour








007


BRF-0008(528)MARENGO COUNTY, Alabama


BRIDGE REPLACEMENT (WBR) AND APPROACHES ON SR-8 (US-80) ATFRENCH CREEK EAST OF DEMOPOLIS



The Entire Project Shall Be Completed In One Hundred Eighty(180) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)( Approximately 17 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station 856+87.55206C001 9038 Square Yard Removing Concrete Pavement206C003 487 Square Yard Removing Concrete Flumes206D000 395 Linear Foot Removing Pipe206E000 3 Each Removing Headwalls206E001 6 Each Removing Inlets210A000 18344 Cubic Yard Unclassified Excavation210D011 37145 Cubic Yard Borrow Excavation (A-4 Or Better)210D025 7433 Cubic Yard Borrow Excavation (Improved Roadbed)214A000 85 Cubic Yard Structure Excavation214B000 32 Cubic Yard Foundation Backfill, Local215A000 168 Cubic Yard Unclassified Bridge Excavation215B000 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta. 857+73.0230A000 101 Roadbed Station Roadbed Processing239A000 3066 Linear Foot Drill Holes239B000 3165 Linear Foot Vertical Drainage Wicks

BRF-0008(528) MARENGO County- 2 -

239C000 11 Cubic Yard Granular Backfill For Drilled Holes240A000 1 Each Settlement Plate Assembly243A020 497 Square Yard Geosynthetic Reinforcement For Reinforced Slopes, Type 1301B006 9700 Cubic Yard Crushed Aggregate Base Course, Type B, Road Mixed401A047 25766 Square Yard Bituminous Treatment A, MC-70405A000 3053 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 4978 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)

408A054 3833 Square Yard Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A280 1183 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A360 839 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"





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

Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B687 15 Ton Superpave Bituminous Concrete Lower Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B689 309 Ton Superpave Bituminous Concrete Lower Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 10220 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B003 31 Ton Aggregate Surfacing (ALDOT #57)430B043 128 Ton Aggregate Surfacing (1" Down, Crusher Run)450B000 107 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 24600 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta. 856+58.0 Approx. 75700 Lbs.505A002 1 Each Steel Test Piles (HP 12x53)505A004 1 Each Steel Test Piles (HP 14x73)505B057 1 Each Static Loading Tests (HP 12x53)505B059 1 Each Static Loading Tests (HP 14x73)505B087 1 Each Dynamic Loading Tests (HP 12x53)505B089 1 Each Dynamic Loading Tests (HP 14x73)505M002 1130 Linear Foot Steel Piling Furnished And Driven (HP 12x53)505M004 900 Linear Foot Steel Piling Furnished And Driven (HP 14x73)508A000 6040 Pound Structural Steel510A000 179 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Sta. 856+58.0 Approx. 334 Cu. Yds.510E000 920 Square Yard Grooving Concrete Bridge Decks511A053 24 Each Elastomeric Bearing Type 2 (Mark B4)513B019 1358 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-63

(Specialty Item)530A002 70 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A101 10 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)534E001 1409 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)600A000 1 Lump Sum Mobilization608A000 611 Square Yard Separation Geotextile610C001 2975 Ton Loose Riprap, Class 2610D003 3251 Square Yard Filter Blanket, Geotextile619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A003 1 Each 24" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P621B011 3 Each Junction Box Units, Type 1 Or 1P621C020 4 Each Inlets, Type Y621D019 8 Each Inlet Units, Type Y630A001 563 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 3 Each Guardrail End Anchor, Type 13630C050 3 Each Guardrail End Anchor, Type 20 Series641A746 3 Linear Foot 6 Inch P.V.C. Water Main Laid


641A752 731 Linear Foot 12 Inch P.V.C. Water Main Laid641C500 2583 Pound Ductile Iron Fittings641J516 1 Each 6 Inch Gate Valve With Box641J522 1 Each 12 Inch Gate Valve With Box641L500 58 Cubic Yard Concrete for Water Mains (Thrust Blocks)641M518 34 Each 12 Inch Retainer Gland645A652 263 Linear Foot 6 Inch P.V.C. Sanitary Sewer Force Main Pipe Laid645C500 203 Pound Ductile Iron Fittings645D512 6 Each 6 Inch Retainer Gland649A635 242 Linear Foot 12 Inch Steel Encasement Pipe, Type 2 Installation649A645 509 Linear Foot 16 Inch Steel Encasement Pipe, Type 2 Installation650A000 3886 Cubic Yard Topsoil652A100 10 Acre Seeding652C000 20 Acre Mowing654A001 234 Square Yard Solid Sodding (Bermuda)656A010 10 Acre Mulching665A000 10 Acre Temporary Seeding665B001 51 Ton Temporary Mulching665E000 6069 Square Yard Polyethylene665F000 500 Each Hay Bales665G000 792 Each Sand Bags665I000 142 Ton Temporary Riprap, Class 2665J002 1875 Linear Foot Silt Fence665L000 360 Linear Foot Floating Basin Boom665N003 115 Ton Temporary Coarse Aggregate,ALDOT Number 2665O001 1875 Linear Foot Silt Fence Removal665P005 11 Each Inlet Protection, Stage 3 Or 4665Q002 1300 Linear Foot Wattle666A001 10 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 202,000.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 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)701B207 2918 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 6 Mile Solid Temporary Traffic Stripe701D005 1 Mile Solid Traffic Stripe Removed701D013 2 Mile Broken Traffic Stripe Removed701E003 821 Linear Foot Solid Temporary Traffic Stripe (Tape)701G142 230 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 230 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 230 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 821 Linear Foot Solid Traffic Stripe Removed (Tape)703A002 319 Square Foot Traffic Control Markings, Class 2, Type A703B002 202 Square Foot Traffic Control Legends, Class 2, Type A703D001 349 Square Foot Temporary Traffic Control Markings705A011 478 Each Pavement Markers, Class C, Type 1-A705A012 478 Each Pavement Markers, Class C, Type 1-B705A030 75 Each Pavement Markers, Class A-H, Type 2-C705A031 72 Each Pavement Markers, Class A-H, Type 1-A710A115 81 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)726A000 280 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 10 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D020 2 Each Portable Impact Attenuator Assembly (Unidirectional,TL-2)740B000 1043 Square Foot Construction Signs740C000 32 Square Foot Special Construction Signs740C002 6 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 224 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740F002 36 Each Barricades, Type III740I002 18 Each Warning Lights, Type B740L004 63 Each Vertical Panel, Type II (Single-Sided)740M001 200 Each Ballast For Cone


741C010 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








010


NHF-I085(327)MONTGOMERY COUNTY, Alabama


INTERCHANGE IMPROVEMENTS ON I-85 AT PERRY HILL ROAD (EXIT 4) INMONTGOMERY



The Entire Project Shall Be Completed By April 15, 2015







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4,000 Per Acre) (Approximately 12 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station Partial Only(Sta 48+89.483) SBL206A001 1 Lump Sum Removal Of Old Bridge, Station Partial Only(Sta.48+89.483) NBL206C001 1958 Square Yard Removing Concrete Pavement206C002 1125 Square Yard Removing Concrete Slope Paving206C016 1129 Square Yard Removing Concrete Slope Paving (Under Bridges)206D000 255 Linear Foot Removing Pipe206D001 694 Linear Foot Removing Guardrail206D002 2581 Linear Foot Removing Curb206D003 1446 Linear Foot Removing Curb And Gutter206D007 110 Linear Foot Removing Concrete Flume206D010 402 Linear Foot Removing Safety Barrier206E000 4 Each Removing Headwalls206E001 8 Each Removing Inlets206E002 2 Each Removing Junction Boxes206E008 19 Each Removing Guardrail End Anchor (All Type)206E020 2 Each Removing Existing Overhead Sign Structure210A000 14826 Cubic Yard Unclassified Excavation

NHF-I085(327) MONTGOMERY County- 2 -

210D011 31086 Cubic Yard Borrow Excavation (A-4 Or Better)214A000 373 Cubic Yard Structure Excavation214B001 79 Cubic Yard Foundation Backfill, Commercial215A000 255 Cubic Yard Unclassified Bridge Excavation215B000 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta 48+89.483 SBL & NBL230A000 61 Roadbed Station Roadbed Processing305B077 2000 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 3625 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 12894 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A054 13469 Square Yard Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device423A003 2300 Ton Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size423B001 1809 Ton Stone Matrix Asphalt Binder Layer, 1.0" Maximum Aggregate Size424A281 1830 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Maximum Aggregate Size Mix, ESAL Range E424B285 164 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E424B289 7364 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E424B580 1071 Ton Superpave Bituminous Concrete Lower Binder Layer, 3/4"


Maximum Aggregate Size Mix, ESAL Range E424C280 2859 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E428C000 3627 Linear Foot Scoring Bituminous Pavement Surface By Cutting450B000 178 Square Yard Reinforced Cement Concrete Bridge End Slab454A002 286 Linear Foot Cleaning And Sealing Concrete Pavement, Type II, Joints502A000 34100 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta 48+89.483 SBL & NBL Approx. 127,000 Lbs505A000 1 Each Steel Test Piles (HP 10x42)505B055 1 Each Static Loading Tests (HP 10x42)505B085 1 Each Dynamic Loading Tests (HP 10x42)505G005 16 Each Pile Points (Type B, 10")505M000 410 Linear Foot Steel Piling Furnished And Driven (HP 10x42)508A000 6620 Pound Structural Steel510A000 163 Cubic Yard Bridge Substructure Concrete, Class A510B001 22 Cubic Yard Bridge Concrete, Class B510C051 1 Lump Sum Bridge Concrete Superstructure,

Sta 48+89.483 SBL & NBL Approx. 315 Cu Yd511A061 8 Each Elastomeric Bearing Type 4 (Mark B1)511A062 8 Each Elastomeric Bearing Type 4 (Mark B2)511A063 4 Each Elastomeric Bearing Type 4 (Mark B3)512L000 1 Lump Sum Precast Reinforced Concrete Girder(Specialty Item)

Station 48+89.483, SBL & NBL520B000 1 Lump Sum Raising Existing Bridge, Station 48+89.483, SBL520B001 1 Lump Sum Raising Existing Bridge, Station 48+89.483, NBL530A001 319 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A003 70 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A005 20 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A102 20 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530A103 48 Linear Foot 30" Roadway Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization606A000 1300 Linear Foot 6" Underdrain Pipe609A000 1336 Square Yard Aggregate Slope Protection609B000 1336 Square Yard Geotextile Filter For Aggregate Slope Protection610D003 960 Square Yard Filter Blanket, Geotextile614A000 166 Cubic Yard Slope Paving619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A003 1 Each 24" Roadway Pipe End Treatment, Class 1619A054 4 Each 30" Roadway Pipe End Treatment, Class 2619A056 1 Each 42" Roadway Pipe End Treatment, Class 2620A000 2 Cubic Yard Minor Structure Concrete621A011 2 Each Junction Boxes, Type 1 Or 1P


621A019 1 Each Junction Boxes, Type 1 Or 2P621C015 1 Each Inlets, Type S1 Or S3 (1 Wing)621C109 1 Each Inlets, Type PD623B000 150 Linear Foot Concrete Curb, Type N623C000 429 Linear Foot Combination Curb & Gutter, Type C629A004 207 Linear Foot Concrete Median Or Safety Barrier, Type 4A (Modified)629A050 200 Linear Foot Concrete Median Or Safety Barrier, Type 21629A057 295 Linear Foot Concrete Median Or Safety Barrier, Type GS-54629A058 115 Linear Foot Concrete Median Or Safety Barrier, Type GS-54 (SE)629C009 1 Each Concrete Median Or Safety Barrier End Section (Type GS4)630A001 1797 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 3 Each Guardrail End Anchor, Type 8630C003 5 Each Guardrail End Anchor, Type 13630C050 2 Each Guardrail End Anchor, Type 20 Series630C070 5 Each Guardrail End Anchor, Type 10 Series650A000 800 Cubic Yard Topsoil650B000 4272 Cubic Yard Topsoil From Stockpiles652A100 38 Acre Seeding652C000 38 Acre Mowing654A000 346 Square Yard Solid Sodding656A010 38 Acre Mulching659C001 6925 Square Yard Erosion Control Product, Type S3665A000 38 Acre Temporary Seeding665B001 114 Ton Temporary Mulching665E000 150 Square Yard Polyethylene665G000 756 Each Sand Bags665I000 115 Ton Temporary Riprap, Class 2665J002 4516 Linear Foot Silt Fence665K000 170 Cubic Yard Drainage Sump Excavation665M001 1 Each Contractor Retained Turbidimeter665N000 375 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 4516 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 900 Linear Foot Wattle666A001 38 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 316,000.00)701A227 6 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 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 2718 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 5 Mile Broken Temporary Traffic Stripe701C001 4 Mile Solid Temporary Traffic Stripe701C006 1 Mile Solid Temporary Traffic Stripe (Removable Tape)701D007 3 Mile Solid Traffic Stripe Removed (Paint)701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D009 1 Mile Solid Traffic Stripe Removed (Tape)701D014 3 Mile Broken Traffic Stripe Removed (Paint)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)701D016 1 Mile Broken Traffic Stripe Removed (Tape)701F004 910 Linear Foot Dotted Temporary Traffic Stripe701G142 600 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 1199 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1199 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 5487 Square Foot Traffic Control Markings, Class 2, Type A703A011 115 Square Foot Traffic Control Markings, Class W, Type A703B002 628 Square Foot Traffic Control Legends, Class 2, Type A703B011 90 Square Foot Traffic Control Legends, Class W, Type A703C001 933 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)703C003 933 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Tape)703D001 933 Square Foot Temporary Traffic Control Markings705A011 736 Each Pavement Markers, Class C, Type 1-A705A012 320 Each Pavement Markers, Class C, Type 1-B705A022 121 Each Pavement Markers, Class C, Type 2-C705A024 100 Each Pavement Markers, Class C, Type 2-E705A030 363 Each Pavement Markers, Class A-H, Type 2-C705A031 2208 Each Pavement Markers, Class A-H, Type 1-A705A037 200 Each Pavement Markers, Class A-H, Type 2-D707G000 21 Each Barrier Rail Mounted Delineator (Mono-Directional)


710A115 196 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or SteelFlat Sign Panels 14 Gauge (Type III Or Type IV Background)

710A126 125 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel FlatSign Panels 14 Gauge (Type IX Background)

710A140 30 Square Foot Class 6, Aluminum Multiple Flat Sign Panels 0.125" Thick OrSteel Multiple Flat Sign Panels 12 Gauge(Ty. III Background)

710A141 1408 Square Foot Class 6, Aluminum Flat Sign Panels 0.125" Thick Or SteelFlat Sign Panels 12 Gauge (Type III Background)

710A142 99 Square Foot Class 2A, Aluminum Flat Sign Panels 0.125" Thick Or SteelFlat Sign Panels 12 Gauge (Type III, IV, VII Or VIII Bckgd)

710A144 64 Square Foot Class 2A , Aluminum Flat Sign Panels 0.125" Thick or SteelFlat Sign Panels 12 Gauge (Type III, IV, Or VIII Bckgd)

710B012 55 Linear Foot Roadway Sign Post (W8 x 21 Steel Beam)710B021 468 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)711B000 1 Lump Sum Roadway Sign Renovation715A000 1 Lump Sum Overhead Roadway Sign Structure OHSB-1715A001 1 Lump Sum Overhead Roadway Sign Structure OHC-1715A002 1 Lump Sum Overhead Roadway Sign Structure OHC-2715A003 1 Lump Sum Overhead Roadway Sign Structure OHSB-2720A020 1 Each Vehicular Impact Attenuator Assembly (Unidirectional,TL-2)726A000 740 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 40 Linear Foot Portable Concrete Safety Barriers,Type 6-A726A005 600 Linear Foot Portable Concrete Safety Barriers,Type 6(Bridge Bolted)726D020 2 Each Portable Impact Attenuator Assembly (Unidirectional,TL-2)726D025 2 Each Portable Impact Attenuator Assembly (Unidirectional,TL-3)730A000 1 Lump Sum Removal Of Existing Traffic Control Unit (

Perry Hill Rd. N @ Ramps C & D)730A001 1 Lump Sum Removal Of Existing Traffic Control Unit (

Perry Hill Rd. S @ Ramps A & B)730A054 1 Lump Sum Removal Of Existing Traffic Control Unit (Temporary) (

Perry Hill Rd. South @ Ramps A&B)(Temp)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Perry Hill Rd. N @ Ramps C & D)730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Perry Hill Rd. S @ Ramps A & B)730C002 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Perry Hill Rd. South @ Ramps A&B)(Temp)730E000 5 Each Metal Traffic Signal Pole Foundation730F000 1 Each Metal Traffic Signal Pole With 35 Ft. Mast Arm Assembly730F001 1 Each Metal Traffic Signal Pole With 50 Ft. Mast Arm Assembly730F002 3 Each Metal Traffic Signal Pole With 55 Ft. Mast Arm Assembly730F003 1 Each Metal Traffic Signal Pole With 40 Ft. and 55 Ft. Mast Arm Assembly730K000 3 Each Traffic Signal Junction Box730L005 1600 Linear Foot 2", Non-Metallic, Conduit730N000 4 Each Luminaire Extension Assembly, 15 Feet730N010 2 Each Luminaire Extension Assembly, 15 Feet730P022 21 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730R022 2 Each Controller Assembly, Type III, 8 Phase730T000 6 Each Wood Pole730U015 1 Lump Sum Video Detection System730U016 1 Lump Sum Video Detection System734A012 2790 Linear Foot Cable OSP, Loose Tube, 36F SM734B007 740 Linear Foot Drop Cable OSP 12F SM Central Core734E000 1125 Linear Foot Detectable Tape System734E005 5 Each Marker Post734E021 190 Linear Foot Buried Duct HDPE SDR11 2 Inch734E100 1925 Linear Foot Buried Duct HDPE SDR11 2 x 2 Inch734F002 2 Each Distribution Hardware SFDU 12 Fiber734G001 8 Each Connector ST Termination SM734G009 84 Each Splicing, Fusion734G140 2 Each Splice Closure, Undergrade, 144 Fiber734H041 8 Each Patch Cord Duplex SM, ST To LC 2 Meter734J000 4 Each Commbox F1734J001 2 Each Commbox F2740B000 2344 Square Foot Construction Signs740C000 115 Square Foot Special Construction Signs740C002 26 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 250 Each Channelizing Drums


740E000 50 Each Cones (36 Inches High)740F002 6 Each Barricades, Type III740I002 3 Each Warning Lights, Type B740L003 96 Each Vertical Panel, Type I (Single-Sided)740M001 50 Each Ballast For Cone741C010 6 Each Portable Sequential Arrow And Chevron Sign Unit742A003 8 Each Portable Changeable Message Sign, Type 3745A000 750 Hour Uniformed Police Officer750Z220 1 Lump Sum Roadway Lighting756A028 1380 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation999 000 1440 Hour Trainee Hours At 80 Cents Per Hour








014

Notice To ContractorsFederal Aid Project No.ACBRZ55194-ATRP(001)

CHAMBERS COUNTY, Alabama


BRIDGE REPLACEMENT (PRECAST) AND APPROACHES ON CR-11 AT SANDYCREEK NORTH OF WAVERLY



The Entire Project Shall Be Completed In Ninety(90) 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 $590,000 To $724,000The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 per Acre) (Approximately 1 Acre)

206A000 1 Lump Sum Removal Of Old Bridge, Station 9+49.49206D001 522 Linear Foot Removing Guardrail206E024 4 Each Removing Guardrail End Anchor (Type 10A)210A000 350 Cubic Yard Unclassified Excavation210D001 4114 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)230A000 11 Roadbed Station Roadbed Processing301A012 2907 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness405A000 80 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 180 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B635 267 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B502A000 106 Pound Steel Reinforcement505A002 1 Each Steel Test Piles (HP 12x53)505B057 1 Each Static Loading Tests (HP 12x53)505G003 24 Each Pile Points (Type A, 12")

ACBRZ55194-ATRP(001) CHAMBERS County- 2 -

505H000 384 Linear Foot Pilot Holes505M002 1114 Linear Foot Steel Piling Furnished And Driven (HP 12x53)507A000 2 Each Wire Rope Abutment Anchor Assembly510A000 22 Cubic Yard Bridge Substructure Concrete, Class A511A000 55 Each Elastomeric Bearing Type 1512A014 2 Each Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By

33'-0" Long512B004 3 Each Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0"

Deep By 31'-6" Long512C017 24 Each Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By

39'-11 3/4" Long512C025 8 Each Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep

By 39'-11 3/4" Long512D025 4 Each Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long512D030 4 Each Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long512E001 24 Each Precast Concrete Abutment Panels, Type A2512F001 12 Each Precast Concrete Wing Panels, Type W2512G000 4 Each Precast Concrete Abutment Wing Cap Panels600A000 1 Lump Sum Mobilization602A000 10 Each Right Of Way Markers610C001 1426 Ton Loose Riprap, Class 2610D003 1190 Square Yard Filter Blanket, Geotextile630A001 125 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 756 Cubic Yard Topsoil652A100 3 Acre Seeding652C000 2 Acre Mowing656A010 2 Acre Mulching665A000 2 Acre Temporary Seeding665B001 8 Ton Temporary Mulching665F000 50 Each Hay Bales665J002 2182 Linear Foot Silt Fence665O001 2182 Linear Foot Silt Fence Removal666A001 2 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 10,785.00)701G144 320 Linear Foot Solid White, Class W, Type A Traffic Stripe701G148 160 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe701G152 160 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe701G249 2180 Linear Foot Solid White, Class 2, Type A Traffic Stripe701G258 1290 Linear Foot Broken Yellow, Class 2, Type A Traffic Stripe701G263 1102 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe705A032 14 Each Pavement Markers, Class A-H, Type 1-B705A037 5 Each Pavement Markers, Class A-H, Type 2-D740B000 122 Square Foot Construction Signs740F002 10 Each Barricades, Type III740I002 2 Each Warning Lights, Type B








015


ACNU58562-ATRP(001) & ACBR58557-ATRP(001)PIKE COUNTY, Alabama


PLANING, RESURFACING, TRAFFIC STRIPE AND BRIDGE REPLACEMENT ONCR-2201 AND ON CR-2214 AT SITES AS INDICATED BY THE PLANS



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







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre) (Approx. 2 Acres)

206B000 1 Lump Sum Removal Of Old Box Culvert, Station 9+59.14210A000 1466 Cubic Yard Unclassified Excavation210D021 3129 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 767 Station Machine Grading Shoulders230A000 9 Roadbed Station Roadbed Processing301A025 2723 Square Yard Crushed Aggregate Base Course, Type B, Road Mixed, 6"

Compacted Thickness401A000 2042 Square Yard Bituminous Treatment A405A000 4259 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 84823 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A361 8718 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D502A001 12818 Pound Steel Reinforcement (Grade 60)

ACNU58562-ATRP(001) , ETC. PIKE County- 2 -

502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,For Bridge Superstructure, Sta. 9+16 (Approx. 37236 Lbs.)

505A030 1 Each Steel Test Piles (HP 10x42)(Maximum Bid Limited To $2000 PerEach Test Pile)

505A036 1 Each Steel Test Piles (HP 14x73)(Maximum Bid Limited To $2000 PerEach Test Pile)

505B100 1 Each Static Loading Tests (HP 10x42) (Maximum Bid Limited To$2000 Per Each Loading Test)

505B106 1 Each Static Loading Tests (HP 14x73) (Maximum Bid Limited To$2000 Per Each Loading Test)

505M000 1081 Linear Foot Steel Piling Furnished And Driven (HP 10x42)505M004 694 Linear Foot Steel Piling Furnished And Driven (HP 14x73)508A000 4720 Pound Structural Steel510A000 89 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Sta. 9+16 (Approx. 143 C.Y.)510E000 421 Square Yard Grooving Concrete Bridge Decks511A070 32 Each Elastomeric Bearing Type 4 (Mark VB1)513B003 622 Linear Foot Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item)600A000 1 Lump Sum Mobilization610C001 787 Ton Loose Riprap, Class 2610D003 621 Square Yard Filter Blanket, Geotextile630A001 454 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 8 Each Guardrail End Anchor, Type 20 Series650A000 115 Cubic Yard Topsoil652A100 15 Acre Seeding656A010 15 Acre Mulching659C002 645 Square Yard Erosion Control Product, Type S2665F000 95 Each Hay Bales665J002 3025 Linear Foot Silt Fence665O001 3025 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 78,000.00)701A034 11 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 22 Mile Solid Temporary Traffic Stripe703A002 140 Square Foot Traffic Control Markings, Class 2, Type A703D001 140 Square Foot Temporary Traffic Control Markings740B000 420 Square Foot Construction Signs740E000 25 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 25 Each Ballast For Cone740O000 1 Each Pilot Car








016

Notice To ContractorsFederal Aid Project No.ACBRZ58393-ATRP(001)

LAUDERDALE COUNTY, Alabama


BRIDGE REHABILITATION (PILE ENCASEMENT) ON CR-70 AT ANDERSONCREEK EAST OF ROGERSVILLE



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






206D001 988 Linear Foot Removing Guardrail504G000 616 Linear Foot Steel Piling Encasement, Wet Condition600A000 1 Lump Sum Mobilization630A004 804 Linear Foot Steel Beam Guardrail, Class B, Type 2630C022 4 Each Guardrail End Anchor, Type Special630C070 4 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 11,515.00)740B000 96 Square Foot Construction Signs740E000 30 Each Cones (36 Inches High)740M001 30 Each Ballast For Cone

017

Notice To ContractorsFederal Aid Project No.ACNU58306-ATRP(001)MOBILE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON CR-96 (BEVERLYJEFFERIES HWY AND PRINE ROAD) AT SITES AS INDICATED BY THE PLANS



The Entire Project Shall Be Completed In One Hundred Thirty(130) Working Days.







201B001 26 Acre Selective Clearing206C010 259 Square Yard Removing Concrete Driveway206D001 640 Linear Foot Removing Guardrail206E008 21 Each Removing Guardrail End Anchor (All Type)210D000 5110 Cubic Yard Borrow Excavation212A000 1279 Station Machine Grading Shoulders301A004 113 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 4"

Compacted Thickness401A000 113 Square Yard Bituminous Treatment A405A000 12000 Gallon Tack Coat407B000 13 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 62312 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A054 1202 Square Yard Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick)424A360 13667 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A363 85 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424A366 9840 Ton Superpave Bituminous Concrete Wearing Surface Layer,

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

ACNU58306-ATRP(001) MOBILE County- 2 -

424B651 186 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

424B659 1652 Ton Superpave Bituminous Concrete Upper Binder Layer,Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D

430B003 250 Ton Aggregate Surfacing (ALDOT #57)600A000 1 Lump Sum Mobilization618B001 150 Square Yard Concrete Driveway, 5" Thick630A001 1383 Linear Foot Steel Beam Guardrail, Class A, Type 2630A033 388 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C022 8 Each Guardrail End Anchor, Type Special630C050 8 Each Guardrail End Anchor, Type 20 Series631F001 409 Linear Foot Steel Beam Guardrail, Class A, Type 2 Relocated631G015 4 Each Guardrail End Anchor, Type 20 Series Relocated650A000 9601 Cubic Yard Topsoil652A100 20 Acre Seeding652C000 40 Acre Mowing654A001 2000 Square Yard Solid Sodding (Bermuda)656A010 20 Acre Mulching665F000 200 Each Hay Bales665J002 42000 Linear Foot Silt Fence665O001 42000 Linear Foot Silt Fence Removal665Q002 3500 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 120,000.00)701A227 25 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 16 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 12 Mile Broken Temporary Traffic Stripe701C001 32 Mile Solid Temporary Traffic Stripe701G146 1390 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1390 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G252 225 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip)703A002 216 Square Foot Traffic Control Markings, Class 2, Type A703D001 216 Square Foot Temporary Traffic Control Markings705A032 100 Each Pavement Markers, Class A-H, Type 1-B705A037 1200 Each Pavement Markers, Class A-H, Type 2-D705A038 200 Each Pavement Markers, Class A-H, Type 2-E707B005 10 Each Type C Hazard Marker Installation710A115 137 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 856 Square Foot Construction Signs740C000 54 Square Foot Special Construction Signs740C002 18 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 50 Each Channelizing Drums740E000 500 Each Cones (36 Inches High)740M001 500 Each Ballast For Cone740O000 1 Each Pilot Car

018

Notice To ContractorsFederal Aid Project No.ACNU58392-ATRP(001)CLAY COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-66 FROM SR-49 AT UNION TOSR-9 AT NEEDMORE



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







401B108 57918 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 2907 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement424A346 260 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424A347 4947 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424B640 250 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B430B043 1308 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 27,165.00)701A004 10 Mile Solid White, Class 1, Type A Traffic Stripe701A008 1 Mile Broken Yellow, Class 1, Type A Traffic Stripe701A012 10 Mile Solid Yellow, Class 1, Type A Traffic Stripe701C000 1 Mile Broken Temporary Traffic Stripe701C001 10 Mile Solid Temporary Traffic Stripe705A032 66 Each Pavement Markers, Class A-H, Type 1-B

ACNU58392-ATRP(001) CLAY County- 2 -

705A037 594 Each Pavement Markers, Class A-H, Type 2-D740B000 277 Square Foot Construction Signs740O000 1 Each Pilot Car








019

Notice To ContractorsFederal Aid Project No.ACNU58416-ATRP(001)LEE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON CR-240 FROM SR-169 TOCR-592 SOUTH OF SMITHS STATION



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







206C010 256 Square Yard Removing Concrete Driveway206E008 8 Each Removing Guardrail End Anchor (All Type)210D001 1750 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)401B108 91643 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 3500 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 87259 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A361 7943 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B650 10577 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424C370 745 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D430B047 1620 Ton Aggregate Surfacing (3/4" Down,Crusher Run)600A000 1 Lump Sum Mobilization630A001 50 Linear Foot Steel Beam Guardrail, Class A, Type 2

ACNU58416-ATRP(001) LEE County- 2 -

630C001 2 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C050 6 Each Guardrail End Anchor, Type 20 Series652A100 4 Acre Seeding656A010 4 Acre Mulching665F000 200 Each Hay Bales665J002 2000 Linear Foot Silt Fence665O001 2000 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 88,735.00)701A231 15 Mile Solid White, Class 2, Type A Traffic Stripe701A235 9 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 15 Mile Broken Temporary Traffic Stripe701C001 27 Mile Solid Temporary Traffic Stripe703A002 110 Square Foot Traffic Control Markings, Class 2, Type A703D001 330 Square Foot Temporary Traffic Control Markings740B000 339 Square Foot Construction Signs740C000 36 Square Foot Special Construction Signs740C002 12 Square Foot Special Construction Signs(Motorcycle Plaque)740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone740O000 1 Each Pilot Car








020

Notice To ContractorsFederal Aid Project No.ACNU58471-ATRP(001)MONROE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-20 FROM THE MONROEVILLECITY LIMITS TO CR-5



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







206D001 404 Linear Foot Removing Guardrail206E019 8 Each Removing Guardrail End Anchor (Type 10)405A000 5738 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 5969 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B642 5924 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424C344 342 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range A/B502A000 569 Pound Steel Reinforcement524B011 9 Cubic Yard Culvert Concrete Extension (Cast In Place)600A000 1 Lump Sum Mobilization630A001 275 Linear Foot Steel Beam Guardrail, Class A, Type 2630A004 204 Linear Foot Steel Beam Guardrail, Class B, Type 2630C022 4 Each Guardrail End Anchor, Type Special630C050 12 Each Guardrail End Anchor, Type 20 Series650A000 2768 Cubic Yard Topsoil

ACNU58471-ATRP(001) MONROE County- 2 -

652A100 5 Acre Seeding656A010 5 Acre Mulching665F000 50 Each Hay Bales665J002 1160 Linear Foot Silt Fence665O001 1160 Linear Foot Silt Fence Removal665Q002 100 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 56,800.00)701A231 15 Mile Solid White, Class 2, Type A Traffic Stripe701A235 11 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 3 Mile Broken Temporary Traffic Stripe701C001 41 Mile Solid Temporary Traffic Stripe703A002 88 Square Foot Traffic Control Markings, Class 2, Type A703B002 124 Square Foot Traffic Control Legends, Class 2, Type A705A032 78 Each Pavement Markers, Class A-H, Type 1-B705A037 797 Each Pavement Markers, Class A-H, Type 2-D740B000 222 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








021


ACNU58477-ATRP(001) & STPNU-3201(201)GREENE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-20 FROM CR-72 THROUGHBOLIGEE TO CR-117



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







206E008 2 Each Removing Guardrail End Anchor (All Type)405A000 19710 Gallon Tack Coat407B000 16 Mile Joint Sealant For Hot Mix Asphalt Pavement424A361 17002 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B658 15532 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B661 478 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D430B043 4750 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 75 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 2 Each Guardrail End Anchor, Type 20 Series630C070 4 Each Guardrail End Anchor, Type 10 Series665J002 1050 Linear Foot Silt Fence665O001 1050 Linear Foot Silt Fence Removal

ACNU58477-ATRP(001) , ETC. GREENE County- 2 -

698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 134,775.00)701A030 31 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 18 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 10 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 10 Mile Broken Temporary Traffic Stripe701C001 18 Mile Solid Temporary Traffic Stripe703A004 220 Square Foot Traffic Control Markings, Class 2T, Type A705A032 585 Each Pavement Markers, Class A-H, Type 1-B705A037 460 Each Pavement Markers, Class A-H, Type 2-D740B000 924 Square Foot Construction Signs740E000 10 Each Cones (36 Inches High)740M001 10 Each Ballast For Cone740O000 1 Each Pilot Car








022

Notice To ContractorsFederal Aid Project No.ACNU58624-ATRP(001)

CULLMAN COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-222 FROM SR-69S NORTH OFBREMEN TO CR-109









401B100 20081 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 1525 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 1823 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B642 600 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B430B043 400 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 12,410.00)701A030 4 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 3 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 3 Mile Solid Temporary Traffic Stripe703A002 144 Square Foot Traffic Control Markings, Class 2, Type A740B000 287 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)

ACNU58624-ATRP(001) CULLMAN County- 2 -

740M001 100 Each Ballast For Cone








023

Notice To ContractorsFederal Aid Project No.ACNU58625-ATRP(001)

CULLMAN COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-222 FROM EAST OF CR-310 TOCR-410 EAST OF GOOD HOPE










206D001 75 Linear Foot Removing Guardrail401B100 20500 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 1500 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 1847 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" 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 230 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630C070 2 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 22,710.00)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)701C000 2 Mile Broken Temporary Traffic Stripe

ACNU58625-ATRP(001) CULLMAN County- 2 -

701C001 2 Mile Solid Temporary Traffic Stripe701G251 600 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 1016 Square Foot Traffic Control Markings, Class 2, Type A703B002 135 Square Foot Traffic Control Legends, Class 2, Type A740B000 442 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone








024

Notice To ContractorsFederal Aid Project No.ACOA58387-ATRP(001)

COLBERT COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON AVALON AVENUE FROMUS-43 (WOODWARD AVENUE) TO SR-133 (WILSOM DAM ROAD) IN MUSCLESHOALS










405A000 3300 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 67500 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A360 5300 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 29,000.00)701A230 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 4 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 1150 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 8 Mile Broken Temporary Traffic Stripe701C001 8 Mile Solid Temporary Traffic Stripe703A002 10130 Square Foot Traffic Control Markings, Class 2, Type A703B002 950 Square Foot Traffic Control Legends, Class 2, Type A

ACOA58387-ATRP(001) COLBERT County- 2 -

703D001 6375 Square Foot Temporary Traffic Control Markings705A030 70 Each Pavement Markers, Class A-H, Type 2-C705A031 215 Each Pavement Markers, Class A-H, Type 1-A705A032 160 Each Pavement Markers, Class A-H, Type 1-B705A037 35 Each Pavement Markers, Class A-H, Type 2-D705A038 55 Each Pavement Markers, Class A-H, Type 2-E730H001 11600 Linear Foot Loop Wire730I001 1450 Linear Foot Loop Detector Lead-In-Cable740B000 712 Square Foot Construction Signs740C000 36 Square Foot Special Construction Signs740C002 12 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 30 Each Channelizing Drums740E000 400 Each Cones (36 Inches High)740M001 400 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








025

Notice To ContractorsFederal Aid Project No.ACOA58683-ATRP(001)

HOUSTON COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON RANGE STREET FROM SPRINGSTREET TO ROSS CLARK CIRCLE (US-84) IN DOTHAN










401A004 19852 Square Yard Bituminous Treatment E405A000 618 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 1014 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A361 1876 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization630A001 200 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 519 Cubic Yard Topsoil652A100 1 Acre Seeding656A010 1 Acre Mulching

ACOA58683-ATRP(001) HOUSTON County- 2 -

665G000 500 Each Sand Bags665J002 6438 Linear Foot Silt Fence665O001 6438 Linear Foot Silt Fence Removal665Q002 635 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 27,700.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 530 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 4 Mile Solid Temporary Traffic Stripe703A002 1644 Square Foot Traffic Control Markings, Class 2, Type A703B002 106 Square Foot Traffic Control Legends, Class 2, Type A703D001 1644 Square Foot Temporary Traffic Control Markings703E001 106 Square Foot Temporary Traffic Control Legends705A030 27 Each Pavement Markers, Class A-H, Type 2-C705A032 160 Each Pavement Markers, Class A-H, Type 1-B705A037 263 Each Pavement Markers, Class A-H, Type 2-D705A038 80 Each Pavement Markers, Class A-H, Type 2-E711A000 1 Lump Sum Roadway Sign Relocation740B000 616 Square Foot Construction Signs740C000 13 Square Foot Special Construction Signs740C002 6 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 125 Each Channelizing Drums740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone








026


ACNU58506-ATRP(001) & ACNU58505-ATRP(001)BARBOUR COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-33 AND ON CLIO SHORT ROAD(CR-9) AT SITES AS INDICATED BY THE PLANS










405A000 10792 Gallon Tack Coat407B000 16 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A340 13640 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424A346 7194 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 89,400.00)701A231 31 Mile Solid White, Class 2, Type A Traffic Stripe701A235 22 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 7 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 7 Mile Broken Temporary Traffic Stripe701C001 22 Mile Solid Temporary Traffic Stripe703A002 720 Square Foot Traffic Control Markings, Class 2, Type A703D002 360 Square Foot Temporary Traffic Control Markings (Paint)740B000 386 Square Foot Construction Signs740O000 1 Each Pilot Car

030


BR-0004(505)ST. CLAIR COUNTY, Alabama


BRIDGE REPLACEMENT (BRIDGE CULVERT) AND APPROACHES ON SR-4(US-78) AT CANE CREEK SOUTHEAST OF COOKS SPRINGS



The Entire Project Shall Be Completed In Seventy(70) 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 $970,000 To $1,190,000The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre) (Approximately 1 Acre)

206A000 1 Lump Sum Removal Of Old Bridge, Station 638+63.42 To Station 640+22.39206C001 677 Square Yard Removing Concrete Pavement206D001 251 Linear Foot Removing Guardrail206E008 8 Each Removing Guardrail End Anchor (All Type)210A000 539 Cubic Yard Unclassified Excavation210D001 2464 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 2183 Cubic Yard Structure Excavation214B001 640 Cubic Yard Foundation Backfill, Commercial230A000 5 Roadbed Station Roadbed Processing305B077 50 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 193 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 800 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A341 196 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B424B636 331 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B

BR-0004(505) ST. CLAIR County- 2 -

424B666 334 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range A/B

424C340 338 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range A/B

502A000 151909 Pound Steel Reinforcement524A010 1085 Cubic Yard Culvert Concrete600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 10 Each Right Of Way Markers610C001 1752 Ton Loose Riprap, Class 2610D003 1325 Square Yard Filter Blanket, Geotextile629A004 258 Linear Foot Concrete Median Or Safety Barrier, Type 4A (Modified)630A001 75 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 262 Cubic Yard Topsoil652A100 1 Acre Seeding652C000 1 Acre Mowing656A010 1 Acre Mulching659C001 2544 Square Yard Erosion Control Product, Type S3665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665C010 300 Linear Foot Temporary Pipe665E000 480 Square Yard Polyethylene665I000 600 Ton Temporary Riprap, Class 2665J002 1200 Linear Foot Silt Fence665K000 600 Cubic Yard Drainage Sump Excavation665L000 350 Linear Foot Floating Basin Boom665N000 600 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 1200 Linear Foot Silt Fence Removal665Q002 210 Linear Foot Wattle665T000 650 Linear Foot Temporary Earth Berms666A001 1 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 50,675.00)701E000 1856 Linear Foot Solid Temporary Traffic Stripe701G253 928 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)701G265 928 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)705A037 23 Each Pavement Markers, Class A-H, Type 2-D740B000 342 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740F002 12 Each Barricades, Type III740I002 5 Each Warning Lights, Type B740M001 50 Each Ballast For Cone








032


BR-7004(601)JEFFERSON COUNTY, Alabama


BRIDGE REPLACEMENT ON CR-55 (DICKEY SPRINGS ROAD) AT SHADESCREEK NEAR GREENWOOD



The Entire Project Shall Be Completed In One Hundred Sixty(160) Working Days.







206A000 1 Lump Sum Removal Of Old Bridge, Station 120+19.71 (74' Lt)215A000 180 Cubic Yard Unclassified Bridge Excavation215B000 1 Lump Sum Cofferdams Or Sheeting And Shoring, Bent No. 2 And 3450B000 178 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 42500 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta. 119+50.00, Approx 99,450 LBS503A000 25 Cubic Yard Seal Concrete505G003 86 Each Pile Points (Type A, 12")505H000 540 Linear Foot Pilot Holes505M002 2619 Linear Foot Steel Piling Furnished And Driven (HP 12x53)508A000 4800 Pound Structural Steel510A000 313 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, 119+50.00, Approx 426 Cu Yd510E000 1272 Square Yard Grooving Concrete Bridge Decks511A053 42 Each Elastomeric Bearing Type 2 (Mark B4)513B015 1378 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-54

(Specialty Item)

BR-7004(601) JEFFERSON County- 2 -

513B019 837 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-63(Specialty Item)

600A000 1 Lump Sum Mobilization610C001 820 Ton Loose Riprap, Class 2610D003 610 Square Yard Filter Blanket, Geotextile665I000 638 Ton Temporary Riprap, Class 2665J002 3930 Linear Foot Silt Fence698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 64,750.00)








033


BR-0026(501)RUSSELL COUNTY, Alabama


BRIDGE REPLACEMENT (BRIDGE CULVERT) AND APPROACHES ON SR-26 ATHATCHECHUBBEE CREEK AND AT HIGH LOG CREEK IN HATCHECHUBBEE



The Entire Project Shall Be Completed In Two Hundred Fifty(250) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre) (Approx. 3 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station 487+47.01206A001 1 Lump Sum Removal Of Old Bridge, Station 584+46.98206D000 47 Linear Foot Removing Pipe206D011 958 Linear Foot Removing Fence210A000 3836 Cubic Yard Unclassified Excavation210D000 21317 Cubic Yard Borrow Excavation214A000 3111 Cubic Yard Structure Excavation214B001 2032 Cubic Yard Foundation Backfill, Commercial231B001 1908 Ton Roadbed Stabilizing Material, ALDOT #467260A000 2 Cubic Yard Cement Mortar Flowable Backfill, Mix 1301A012 10204 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 10204 Square Yard Bituminous Treatment A405A000 1019 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 6497 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)

BR-0026(501) RUSSELL County- 2 -

424A360 911 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"Maximum Aggregate Size Mix, ESAL Range C/D

424A366 50 Ton Superpave Bituminous Concrete Wearing Surface Layer,Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

424B650 859 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range C/D

424B655 75 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424B681 478 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

424C360 651 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

428C000 2750 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B002 100 Ton Aggregate Surfacing (ALDOT #467)502A000 529309 Pound Steel Reinforcement505I000 11421 Square Foot Temporary Steel Sheet Piling524A010 2845 Cubic Yard Culvert Concrete524B010 180 Cubic Yard Culvert Concrete Extension530A694 43 Linear Foot 15" Roadway Pipe (Class 3 R.C. Or Equal Strength

C.C.M.P.I.)(Temporary)535A002 46 Linear Foot 24" Side Drain Pipe535A092 30 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)(Temporary)535A093 32 Linear Foot 24" Side Drain Pipe (Class 3 R.C.)(Temporary)600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 16 Each Right Of Way Markers610C001 2622 Ton Loose Riprap, Class 2610D003 2071 Square Yard Filter Blanket, Geotextile619A102 4 Each 24" Side Drain Pipe End Treatment, Class 1630A001 225 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series650B000 2043 Cubic Yard Topsoil From Stockpiles652A100 2 Acre Seeding656A010 2 Acre Mulching659C001 9091 Square Yard Erosion Control Product, Type S3659C004 3178 Square Yard Erosion Control Product, Type C2659C007 367 Square Yard Erosion Control Product, Type C8665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665C010 100 Linear Foot Temporary Pipe665E000 1000 Square Yard Polyethylene665G000 500 Each Sand Bags665I000 474 Ton Temporary Riprap, Class 2665I002 100 Ton Temporary Riprap, Class 1665J002 3362 Linear Foot Silt Fence665K000 114 Cubic Yard Drainage Sump Excavation665L000 360 Linear Foot Floating Basin Boom665N000 50 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 50 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 3362 Linear Foot Silt Fence Removal665Q002 238 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 169,000.00)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)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C003 7 Mile Solid Temporary Traffic Stripe (Paint)701H000 2520 Linear Foot Solid Traffic Stripe Removed (Paint)705A011 1680 Each Pavement Markers, Class C, Type 1-A705A012 840 Each Pavement Markers, Class C, Type 1-B705A024 840 Each Pavement Markers, Class C, Type 2-E705A032 5 Each Pavement Markers, Class A-H, Type 1-B705A037 64 Each Pavement Markers, Class A-H, Type 2-D707B009 4 Each Type A Hazard Marker Installation (Temporary)726A000 7840 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 160 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D020 16 Each Portable Impact Attenuator Assembly (Unidirectional,TL-2)740B000 1128 Square Foot Construction Signs740C000 25 Square Foot Special Construction Signs

BR-0026(501) RUSSELL County- 3 -

740C002 12 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 130 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I002 8 Each Warning Lights, Type B740L004 152 Each Vertical Panel, Type II (Single-Sided)740M001 50 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2999 000 1440 Hour Trainee Hours At 80 Cents Per Hour








043


NH-0003(575)ESCAMBIA COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-3 (US-31) FROMWEST OF SR-113 (US-29) (MP 55.300) IN FLOMATON TO SOUTH OF THERAILROAD OVERPASS (MP 57.535)










405A000 3864 Gallon Tack Coat407B000 12 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 77275 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 5989 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 22208 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization650A000 591 Cubic Yard Topsoil652A100 1 Acre Seeding652C000 13 Acre Mowing656A010 1 Acre Mulching665G000 100 Each Sand Bags

NH-0003(575) ESCAMBIA County- 2 -

665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 37,000.00)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)701A239 4 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 597 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 5 Mile Solid Temporary Traffic Stripe701G142 1392 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 1392 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 1392 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 1392 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 2784 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 2784 Linear Foot Broken Traffic Stripe Removed (Tape)703A002 2806 Square Foot Traffic Control Markings, Class 2, Type A703B002 337 Square Foot Traffic Control Legends, Class 2, Type A703D001 1171 Square Foot Temporary Traffic Control Markings705A030 909 Each Pavement Markers, Class A-H, Type 2-C705A031 919 Each Pavement Markers, Class A-H, Type 1-A705A032 912 Each Pavement Markers, Class A-H, Type 1-B705A037 921 Each Pavement Markers, Class A-H, Type 2-D705A038 150 Each Pavement Markers, Class A-H, Type 2-E730H001 6170 Linear Foot Loop Wire740B000 763 Square Foot Construction Signs740C000 32 Square Foot Special Construction Signs740C002 10 Square Foot Special Construction Signs(Motorcycle Plaque)740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








045


NH-0009(549)CHEROKEE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-9 FROM NORTH OFSR-35 (MP 268.200) AT LAWRENCE TO THE GEORGIA STATE LINE










405A000 4357 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 86930 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 6086 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424C364 500 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 51744 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 1941 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization665J002 300 Linear Foot Silt Fence665O001 300 Linear Foot Silt Fence Removal665Q002 100 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 35,400.00)701A227 10 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)

NH-0009(549) CHEROKEE County- 2 -

701C000 3 Mile Broken Temporary Traffic Stripe701C001 17 Mile Solid Temporary Traffic Stripe703A002 192 Square Foot Traffic Control Markings, Class 2, Type A703D001 192 Square Foot Temporary Traffic Control Markings705A032 136 Each Pavement Markers, Class A-H, Type 1-B705A037 409 Each Pavement Markers, Class A-H, Type 2-D740B000 546 Square Foot Construction Signs740C000 32 Square Foot Special Construction Signs740C002 10 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 200 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








046


NH-0013(575)FAYETTE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-13 FROM SR-102 ATFOWLERS CROSSROADS TO THE WALKER COUNTY LINE



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







209A000 6 Each Mailbox Reset, Single305B077 1551 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 5311 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 106203 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A053 10234 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410H000 1 Each Material Remixing Device424A360 7700 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 61956 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 48,965.00)701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)

NH-0013(575) FAYETTE County- 2 -

701A244 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 6 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe701G146 480 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 240 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 480 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 240 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 3559 Square Foot Traffic Control Markings, Class 2, Type A703B002 113 Square Foot Traffic Control Legends, Class 2, Type A703D001 1099 Square Foot Temporary Traffic Control Markings705A031 186 Each Pavement Markers, Class A-H, Type 1-A705A032 140 Each Pavement Markers, Class A-H, Type 1-B705A037 418 Each Pavement Markers, Class A-H, Type 2-D740B000 634 Square Foot Construction Signs740C000 18 Square Foot Special Construction Signs740C002 6 Square Foot Special Construction Signs(Motorcycle Plaque)740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








047


NH-HSIP-0006(544)CHILTON COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-6 (US-82) FROM THEBIBB COUNTY LINE THROUGH MAPLESVILLE TO EAST OF MULBERRY CREEK(MP 106.885)



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







209A000 16 Each Mailbox Reset, Single209A001 6 Each Mailbox Reset, Double210D021 300 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)305B077 2500 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 7390 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 147788 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 1067 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 160 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)408A058 852 Square Yard Planing Existing Pavement (Approximately 7.10" Thru 8.0" Thick)410H000 1 Each Material Remixing Device424A361 14779 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



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

NH-HSIP-0006(544) CHILTON County- 2 -

424B662 1630 Ton Superpave Bituminous Concrete Upper Binder Layer,Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D

428C000 82073 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization665G000 100 Each Sand Bags665J002 5000 Linear Foot Silt Fence665O001 5000 Linear Foot Silt Fence Removal665Q002 250 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 85,000.00)701A227 16 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)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 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 1051 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 7 Mile Broken Temporary Traffic Stripe701C001 7 Mile Solid Temporary Traffic Stripe701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701G146 2538 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 1269 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G161 771 Linear Foot Broken Black, Class W, Type B Traffic Stripe (5" Wide)703A002 3913 Square Foot Traffic Control Markings, Class 2, Type A703B002 90 Square Foot Traffic Control Legends, Class 2, Type A703D001 634 Square Foot Temporary Traffic Control Markings705A030 32 Each Pavement Markers, Class A-H, Type 2-C705A031 64 Each Pavement Markers, Class A-H, Type 1-A705A032 830 Each Pavement Markers, Class A-H, Type 1-B705A037 659 Each Pavement Markers, Class A-H, Type 2-D705A038 311 Each Pavement Markers, Class A-H, Type 2-E740B000 1006 Square Foot Construction Signs740C000 18 Square Foot Special Construction Signs740C002 6 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 20 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740I002 2 Each Warning Lights, Type B740M001 200 Each Ballast For Cone740O000 1 Each Pilot Car








060


STPAA-0016(512)BALDWIN COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-16 (US-90) FROMSR-181 (MP 48.091) TO SR-59 IN LOXLEY










212A000 649 Station Machine Grading Shoulders405A000 6217 Gallon Tack Coat407B000 20 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 111072 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 9636 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization650A000 2500 Cubic Yard Topsoil652A100 12 Acre Seeding652C000 43 Acre Mowing656A010 12 Acre Mulching

STPAA-0016(512) BALDWIN County- 2 -

665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 200 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 62,750.00)701A227 13 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 13 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 1236 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 14 Mile Broken Temporary Traffic Stripe701C001 27 Mile Solid Temporary Traffic Stripe701G146 788 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 394 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 788 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 394 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 3000 Square Foot Traffic Control Markings, Class 2, Type A703B002 202 Square Foot Traffic Control Legends, Class 2, Type A703D001 352 Square Foot Temporary Traffic Control Markings705A030 55 Each Pavement Markers, Class A-H, Type 2-C705A032 544 Each Pavement Markers, Class A-H, Type 1-B705A037 276 Each Pavement Markers, Class A-H, Type 2-D705A038 327 Each Pavement Markers, Class A-H, Type 2-E731A000 1 Each Traffic Counting Units, Type A740B000 965 Square Foot Construction Signs740C000 32 Square Foot Special Construction Signs740C002 6 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 250 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone








061


STPAA-0117(509)JACKSON COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-117 FROM NEARCR-114 (MP 30.912) TO SR-2 (US-72) AT STEVENSON



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







206D001 8263 Linear Foot Removing Guardrail206E019 22 Each Removing Guardrail End Anchor (Type 10)405A000 5912 Gallon Tack Coat407B000 9 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 118237 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)410H000 1 Each Material Remixing Device424A360 7981 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 58936 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 1974 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization630A001 9088 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 22 Each Guardrail End Anchor, Type 20 Series665Q002 200 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 64,400.00)

STPAA-0117(509) JACKSON County- 2 -

701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 10 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 5 Mile Broken Temporary Traffic Stripe701C001 21 Mile Solid Temporary Traffic Stripe701G146 4626 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 4626 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 9251 Linear Foot Solid Traffic Stripe Removed (Tape)703A002 888 Square Foot Traffic Control Markings, Class 2, Type A703D001 888 Square Foot Temporary Traffic Control Markings705A030 46 Each Pavement Markers, Class A-H, Type 2-C705A031 177 Each Pavement Markers, Class A-H, Type 1-A705A032 87 Each Pavement Markers, Class A-H, Type 1-B705A037 652 Each Pavement Markers, Class A-H, Type 2-D740B000 724 Square Foot Construction Signs740C000 36 Square Foot Special Construction Signs740C002 12 Square Foot Special Construction Signs(Motorcycle Plaque)740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone








062

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0188(502)MOBILE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-188 FROM CR-19 TOSR-193 AT ALABAMA PORT



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







212A000 15 Station Machine Grading Shoulders405A000 2152 Gallon Tack Coat407B000 13 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 30622 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 17093 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 72748 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization641S500 1 Each Valve Box Reset645K500 14 Each Manhole Frame And Cover Reset650A000 1300 Cubic Yard Topsoil

STPAA-HSIP-0188(502) MOBILE County- 2 -

652A100 10 Acre Seeding652C000 50 Acre Mowing656A010 10 Acre Mulching665G000 200 Each Sand Bags665J002 3000 Linear Foot Silt Fence665O001 3000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 90,000.00)701A227 23 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 11 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 9 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 850 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 9 Mile Broken Temporary Traffic Stripe701C001 26 Mile Solid Temporary Traffic Stripe701G146 2824 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 592 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 2436 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 5260 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 592 Linear Foot Broken Traffic Stripe Removed (Tape)703A002 7861 Square Foot Traffic Control Markings, Class 2, Type A703A011 33 Square Foot Traffic Control Markings, Class W, Type A703B002 572 Square Foot Traffic Control Legends, Class 2, Type A703B011 45 Square Foot Traffic Control Legends, Class W, Type A703C003 78 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Tape)703D001 3483 Square Foot Temporary Traffic Control Markings703E001 158 Square Foot Temporary Traffic Control Legends705A030 130 Each Pavement Markers, Class A-H, Type 2-C705A032 850 Each Pavement Markers, Class A-H, Type 1-B705A037 1150 Each Pavement Markers, Class A-H, Type 2-D705A038 370 Each Pavement Markers, Class A-H, Type 2-E730H001 8040 Linear Foot Loop Wire740B000 1088 Square Foot Construction Signs740C000 32 Square Foot Special Construction Signs740C002 10 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 200 Each Channelizing Drums740E000 220 Each Cones (36 Inches High)740M001 220 Each Ballast For Cone








063

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0193(504)MOBILE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-193 FROM THE NORTH END OFTHE DAULPHIN ISLAND BRIDGE TO CR-24 (LAURENDINE ROAD) SOUTH OFMOBILE



The Entire Project Shall Be Completed In Seventy(70) Working Days.







210D022 1400 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-2-4(0) Or A-4(0)405A000 11875 Gallon Tack Coat407B000 15 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 3209 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 17362 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B662 1682 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 139728 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization

STPAA-HSIP-0193(504) MOBILE County- 2 -

650A000 14150 Cubic Yard Topsoil652A100 21 Acre Seeding652C000 55 Acre Mowing656A010 21 Acre Mulching665J002 6500 Linear Foot Silt Fence665O001 6500 Linear Foot Silt Fence Removal665Q002 655 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 40,000.00)701A227 20 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 19 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 10 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 900 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe701C001 39 Mile Solid Temporary Traffic Stripe701G146 332 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 98 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 136 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 468 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 98 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 3093 Square Foot Traffic Control Markings, Class 2, Type A703B002 224 Square Foot Traffic Control Legends, Class 2, Type A703D001 741 Square Foot Temporary Traffic Control Markings705A031 851 Each Pavement Markers, Class A-H, Type 1-A705A032 817 Each Pavement Markers, Class A-H, Type 1-B705A037 1575 Each Pavement Markers, Class A-H, Type 2-D705A038 159 Each Pavement Markers, Class A-H, Type 2-E740B000 894 Square Foot Construction Signs740C000 64 Square Foot Special Construction Signs740C002 12 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 200 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone








065

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0015(520)PIKE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-15 FROM EAST OFCR-7 (NEEDMORE ROAD) TO SR-93 IN BANKS



The Entire Project Shall Be Completed In Eighty Five(85) Working Days.







206C010 103 Square Yard Removing Concrete Driveway206D000 8 Linear Foot Removing Pipe206D001 413 Linear Foot Removing Guardrail206D011 820 Linear Foot Removing Fence206E000 2 Each Removing Headwalls206E001 1 Each Removing Inlets206E042 1 Each Removing Inlets (Partial)209A000 5 Each Mailbox Reset, Single209A001 1 Each Mailbox Reset, Double209A002 1 Each Mailbox Reset, Multiple210D011 4178 Cubic Yard Borrow Excavation (A-4 Or Better)212A000 764 Station Machine Grading Shoulders214A000 85 Cubic Yard Structure Excavation214B001 21 Cubic Yard Foundation Backfill, Commercial260A003 6 Cubic Yard Cement Mortar Flowable Backfill, Mix 4405A000 7869 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 110887 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)

STPAA-HSIP-0015(520) PIKE County- 2 -

410H000 1 Each Material Remixing Device424A358 4436 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D424A361 10697 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 74492 Linear Foot Scoring Bituminous Pavement Surface By Cutting505I000 760 Square Foot Temporary Steel Sheet Piling530A002 50 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A100 4 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A102 4 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530C002 234 Linear Foot 24" Roadway Pipe, Jacked Installation (Smooth Steel)535A000 90 Linear Foot 15" Side Drain Pipe600A000 1 Lump Sum Mobilization606A000 300 Linear Foot 6" Underdrain Pipe610D003 140 Square Yard Filter Blanket, Geotextile619A003 4 Each 24" Roadway Pipe End Treatment, Class 1619A100 1 Each 15" Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A011 3 Each Junction Boxes, Type 1 Or 1P621B011 4 Each Junction Box Units, Type 1 Or 1P621C027 3 Each Inlets, Type C621C129 1 Each Inlets, Type C (Partial)621D002 3 Each Inlet Units, Type C630A001 313 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 2 Each Guardrail End Anchor, Type 20 Series635A001 845 Linear Foot Woven Wire Fence (Metal Post)640B005 1 Lump Sum Underground Utility Adjustment (Water)650A000 2656 Cubic Yard Topsoil652A100 19 Acre Seeding652C000 48 Acre Mowing654A001 2100 Square Yard Solid Sodding (Bermuda)656A010 19 Acre Mulching659C002 3600 Square Yard Erosion Control Product, Type S2659C008 500 Square Yard Erosion Control Product, Type C10665A000 7 Acre Temporary Seeding665B001 19 Ton Temporary Mulching665E000 1000 Square Yard Polyethylene665G000 300 Each Sand Bags665I000 25 Ton Temporary Riprap, Class 2665J002 5600 Linear Foot Silt Fence665N000 25 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 5600 Linear Foot Silt Fence Removal665P005 16 Each Inlet Protection, Stage 3 Or 4665Q002 1600 Linear Foot Wattle666A001 19 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 105,220.00)701A227 15 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 10 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 130 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe701C001 49 Mile Solid Temporary Traffic Stripe701D007 1 Mile Solid Traffic Stripe Removed (Paint)701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D014 1 Mile Broken Traffic Stripe Removed (Paint)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)701G146 1068 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 180 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 708 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 915 Square Foot Traffic Control Markings, Class 2, Type A703B002 160 Square Foot Traffic Control Legends, Class 2, Type A703D001 1829 Square Foot Temporary Traffic Control Markings703E001 274 Square Foot Temporary Traffic Control Legends705A030 7 Each Pavement Markers, Class A-H, Type 2-C

STPAA-HSIP-0015(520) PIKE County- 3 -

705A032 235 Each Pavement Markers, Class A-H, Type 1-B705A037 695 Each Pavement Markers, Class A-H, Type 2-D740B000 1098 Square Foot Construction Signs740D000 15 Each Channelizing Drums740E000 130 Each Cones (36 Inches High)740I005 2 Each Warning Lights, Type B (Detachable Head)740M001 130 Each Ballast For Cone740O000 1 Each Pilot Car








070


STPNU-2649(200)ELMORE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-161 (LITTLE ROAD) FROM THETALLASSEE CITY LIMITS TO SR-229









405A000 4779 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A336 1403 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"

Maximum Aggregate Size Mix, ESAL Range A/B424A337 100 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B424A338 1912 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B430B043 479 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 16,500.00)701A231 6 Mile Solid White, Class 2, Type A Traffic Stripe701A235 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 6 Mile Broken Temporary Traffic Stripe701C001 12 Mile Solid Temporary Traffic Stripe703A002 228 Square Foot Traffic Control Markings, Class 2, Type A705A032 79 Each Pavement Markers, Class A-H, Type 1-B705A037 269 Each Pavement Markers, Class A-H, Type 2-D740B000 287 Square Foot Construction Signs

STPNU-2649(200) ELMORE County- 2 -

740O000 1 Each Pilot Car








071


STPNU-6717(200)WINSTON COUNTY, Alabama


FULL DEPTH RECLAMATION, SURFACE TREATMENT AND TRAFFIC STRIPE ONCR-2 FROM EAST OF SR-74 (US-278) EAST OF DOUBLE SPRINGS TO CR-18










206D001 125 Linear Foot Removing Guardrail302A000 48405 Square Yard Full Depth Reclamation, 8 INCHES THICK302B000 944 Ton Portland Cement For Full Depth Reclamation401A000 49785 Square Yard Bituminous Treatment A401B106 47480 Square Yard Bituminous Treatment JG (With Polymer Additive)430B047 250 Ton Aggregate Surfacing (3/4" Down,Crusher Run)600A000 1 Lump Sum Mobilization630A004 90 Linear Foot Steel Beam Guardrail, Class B, Type 2630A033 363 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C022 4 Each Guardrail End Anchor, Type Special630C050 2 Each Guardrail End Anchor, Type 20 Series630C070 4 Each Guardrail End Anchor, Type 10 Series680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 27,825.00)701A231 8 Mile Solid White, Class 2, Type A Traffic Stripe701A235 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe705A032 38 Each Pavement Markers, Class A-H, Type 1-B

STPNU-6717(200) WINSTON County- 2 -

705A037 528 Each Pavement Markers, Class A-H, Type 2-D740B000 332 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740F002 12 Each Barricades, Type III740I002 6 Each Warning Lights, Type B








075


STPOA-4114(200)LEE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-391 FROM THE OPELIKA CITYLIMITS TO US-280/431










210D001 450 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)401B108 33437 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 1003 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A346 2725 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B639 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B047 578 Ton Aggregate Surfacing (3/4" Down,Crusher Run)600A000 1 Lump Sum Mobilization630A001 13 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 1 Each Guardrail End Anchor, Type 8630C022 4 Each Guardrail End Anchor, Type Special630C050 3 Each Guardrail End Anchor, Type 20 Series652A100 2 Acre Seeding656A010 2 Acre Mulching665F000 100 Each Hay Bales665J002 1000 Linear Foot Silt Fence

STPOA-4114(200) LEE County- 2 -

665O001 1000 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 22,745.00).701A231 6 Mile Solid White, Class 2, Type A Traffic Stripe701A235 6 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 2 Mile Broken Temporary Traffic Stripe701C001 12 Mile Solid Temporary Traffic Stripe703A002 21 Square Foot Traffic Control Markings, Class 2, Type A703D001 42 Square Foot Temporary Traffic Control Markings705A032 35 Each Pavement Markers, Class A-H, Type 1-B705A037 350 Each Pavement Markers, Class A-H, Type 2-D740B000 240 Square Foot Construction Signs740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone740O000 1 Each Pilot Car








076


STPOA-5012(200)MONROE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-42 FROM EAST OF SR-21 TOCR-5 NORTHEAST OF MONROEVILLE










206C010 141 Square Yard Removing Concrete Driveway405A000 4410 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 4604 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1" Maximum Aggregate Size Mix, ESAL Range A/B424C344 566 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range A/B424C351 1053 Ton Superpave Bituminous Concrete Base Layer, Widening, 1 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization630A001 388 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 6 Each Guardrail End Anchor, Type 20 Series650A000 3067 Cubic Yard Topsoil652A100 7 Acre Seeding656A010 7 Acre Mulching665J002 1400 Linear Foot Silt Fence

STPOA-5012(200) MONROE County- 2 -

665O001 1400 Linear Foot Silt Fence Removal665Q002 100 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 61,500.00)701A231 10 Mile Solid White, Class 2, Type A Traffic Stripe701A235 10 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 1 Mile Broken Temporary Traffic Stripe701C001 31 Mile Solid Temporary Traffic Stripe703A002 100 Square Foot Traffic Control Markings, Class 2, Type A703B002 24 Square Foot Traffic Control Legends, Class 2, Type A705A032 11 Each Pavement Markers, Class A-H, Type 1-B705A037 631 Each Pavement Markers, Class A-H, Type 2-D740B000 357 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740O000 1 Each Pilot Car








081


TCSP-11AL(001)LEE COUNTY, Alabama


STREETSCAPING ON NORTH RAILROAD AVENUE FROM SIXTH STREET TOEIGHTH STREET IN OPELIKA



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






201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre) (Approximately 1 Acre)

206C000 1396 Square Yard Removing Concrete Sidewalk206C001 363 Square Yard Removing Concrete Pavement206C027 1062 Square Yard Removing Brick Pavement206D003 2732 Linear Foot Removing Curb And Gutter214A000 20 Cubic Yard Structure Excavation214B001 20 Cubic Yard Foundation Backfill, Commercial301A012 297 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 363 Square Yard Bituminous Treatment A405A000 150 Gallon Tack Coat408A051 3477 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)424A340 257 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B636 45 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B530A000 236 Linear Foot 15" Roadway Pipe (Class 3 R.C.)

TCSP-11AL(001) LEE County- 2 -

533A903 215 Linear Foot 8" Storm Sewer Pipe (Polyethylene)533A905 199 Linear Foot 12" Storm Sewer Pipe (Polyethylene)600A000 1 Lump Sum Mobilization605B001 13 Each Special Underdrain Outlet, Type B610C000 32 Ton Loose Riprap, Class 1610D003 55 Square Yard Filter Blanket, Geotextile613A000 20 Cubic Yard Brick Masonry614A000 2 Cubic Yard Slope Paving618A000 1396 Square Yard Concrete Sidewalk, 4" Thick618B003 363 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A002 3 Each 18" Roadway Pipe End Treatment, Class 1620A000 40 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P621A057 2 Each Junction Boxes, Type Partial621C030 8 Each Inlets, Type "Special"621C161 2 Each Grate Inlets621J000 2 Each Connection To Existing Manhole623A001 396 Linear Foot Concrete Gutter (Valley)623C003 2191 Linear Foot Combination Curb & Gutter, Type C (Modified)623E001 145 Linear Foot Granite Curb (Relocated)641Q515 1 Each 1 Inch Water Meter And Box Set654A007 2600 Square Yard Solid Sodding (Tifway 419 Hybrid Bermuda, Cynadon

Hybrid 'Tifway 419')660C050 29 Each Shrubs, Ilex Cornuta Carissa (Carissa Holly)660C070 580 Each Shrubs, Liriope Muscari (Hybrid Green Liriope)660C201 145 Each Shrubs, Annual/Perennial Seasonal Color660C219 47 Each Shrubs, Rosa Knockout (Knockout Rose)660D163 34 Each Trees, Ulmus Parvifolia 'Elmer I' (Allee Elm)663C000 77 Linear Foot Tree Protection Fencing665G000 280 Each Sand Bags665J002 990 Linear Foot Silt Fence665O001 990 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 13,950.00)701G263 924 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe703A002 1740 Square Foot Traffic Control Markings, Class 2, Type A740B000 184 Square Foot Construction Signs740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone750E113 487 Linear Foot Conduit, 1 1/4 Inch, Rigid Nonmetallic750E115 1939 Linear Foot Conduit,2 Inch,Rigid Nonmetallic787A000 1 Lump Sum Irrigation System792A000 22 Each Site Furnishings ( 110 Receptacles)








090

Notice To ContractorsST-002-181-010

BALDWIN COUNTY, Alabama


ADDITIONAL LANE (GRADE, DRAINAGE AND PAVEMENT) ON SR-181 FROMSOUTH OF CR-48 IN FAIRHOPE TO SOUTH OF CR-30



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






206C000 7 Square Yard Removing Concrete Sidewalk206C010 138 Square Yard Removing Concrete Driveway206D000 177 Linear Foot Removing Pipe206E000 2 Each Removing Headwalls209A000 30 Each Mailbox Reset, Single210A000 1759 Cubic Yard Unclassified Excavation210D022 1253 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-2-4(0) Or A-4(0)214A000 140 Cubic Yard Structure Excavation214B000 80 Cubic Yard Foundation Backfill, Local230A000 63 Roadbed Station Roadbed Processing301A012 8862 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 8862 Square Yard Bituminous Treatment A405A000 1529 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 430 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)424A356 1746 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"


Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D424B651 940 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"


Maximum Aggregate Size Mix, ESAL Range C/D

ST-002-181-010 BALDWIN County- 2 -

424B685 60 Ton Superpave Bituminous Concrete Lower Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D

430B040 70 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)530A101 28 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530A108 24 Linear Foot 60" Roadway Pipe (Class 3 R.C.) (Extension)530B014 12 Linear Foot 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.) (Extension)530B017 12 Linear Foot 59" Span, 36" Rise Roadway Pipe (Class 3 R.C.) (Extension)533A101 40 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)534E001 130 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)534F001 100 Linear Foot Cleaning Existing Pipe (Greater Than 48" Horizontal Opening)535A080 116 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization606A012 1000 Linear Foot 6" Underdrain Pipe,Type 8610C001 12 Ton Loose Riprap, Class 2610D003 10 Square Yard Filter Blanket, Geotextile618A000 16 Square Yard Concrete Sidewalk, 4" Thick618B002 59 Square Yard Concrete Driveway, 6" Thick619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A009 2 Each 60" Roadway Pipe End Treatment, Class 1619A126 4 Each 18" Side Drain Pipe End Treatment, Class 2619A129 2 Each 36" Side Drain Pipe End Treatment, Class 2619B068 1 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 2619B071 1 Each 59" Span, 36" Rise Roadway Pipe End Treatment, Class 2620A000 3 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P630A033 687 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C050 8 Each Guardrail End Anchor, Type 20 Series650A000 852 Cubic Yard Topsoil652A100 7 Acre Seeding652C000 14 Acre Mowing654A001 2494 Square Yard Solid Sodding (Bermuda)656A010 7 Acre Mulching665A000 7 Acre Temporary Seeding665B001 21 Ton Temporary Mulching665E000 5000 Square Yard Polyethylene665F000 200 Each Hay Bales665I000 150 Ton Temporary Riprap, Class 2665J002 12000 Linear Foot Silt Fence665O001 12000 Linear Foot Silt Fence Removal665Q002 1500 Linear Foot Wattle666A001 7 Acre Pest Control Treatment674A000 200 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 38,600.00)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)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 1371 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 3 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe701D008 3 Mile Solid Traffic Stripe Removed (Plastic)701D015 3 Mile Broken Traffic Stripe Removed (Plastic)703A002 5213 Square Foot Traffic Control Markings, Class 2, Type A703B002 202 Square Foot Traffic Control Legends, Class 2, Type A703D001 3000 Square Foot Temporary Traffic Control Markings705A011 100 Each Pavement Markers, Class C, Type 1-A705A023 100 Each Pavement Markers, Class C, Type 2-D705A030 200 Each Pavement Markers, Class A-H, Type 2-C705A032 250 Each Pavement Markers, Class A-H, Type 1-B705A037 300 Each Pavement Markers, Class A-H, Type 2-D705A038 100 Each Pavement Markers, Class A-H, Type 2-E740B000 747 Square Foot Construction Signs740D000 350 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740I002 6 Each Warning Lights, Type B740M001 50 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2




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



091

Notice To ContractorsST-047-013-001

MARION COUNTY, Alabama


ROADWAY AND DRAINAGE IMPROVEMENTS ON SR-13 IN BEAR CREEK ATSITES AS INDICATED BY THE PLANS



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





201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre) (Approximately 2 Acres)

205A001 1 Each Removal Of Structures, Structure No. 1206C000 10 Square Yard Removing Concrete Sidewalk206C010 87 Square Yard Removing Concrete Driveway206D000 253 Linear Foot Removing Pipe206D002 3509 Linear Foot Removing Curb206D011 641 Linear Foot Removing Fence206E001 9 Each Removing Inlets206E021 1 Each Removing Brick Signs210A000 942 Cubic Yard Unclassified Excavation210D000 346 Cubic Yard Borrow Excavation214A000 2126 Cubic Yard Structure Excavation214B001 880 Cubic Yard Foundation Backfill, Commercial305B077 125 Ton Crushed Aggregate, Section 825, For Miscellaneous Use327A021 249 Ton Plant Mix Bituminous Base, Mix 2327D021 790 Ton Plant Mix Bituminous Base, Widening, Mix 2405A000 468 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 5263 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A055 4210 Square Yard Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick)410H000 1 Each Material Remixing Device424A360 587 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


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

ST-047-013-001 MARION County- 2 -

424B651 1087 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

424B681 146 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

424B692 257 Ton Superpave Bituminous Concrete Lower Binder Layer,Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424C364 500 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"Maximum Aggregate Size Mix, ESAL Range C/D

430B026 21 Ton Aggregate Surfacing (ALDOT #467, #57 Or #810)533A098 3230 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A101 217 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 30 Each Right Of Way Markers610C001 39 Ton Loose Riprap, Class 2610D003 31 Square Yard Filter Blanket, Geotextile614A000 1 Cubic Yard Slope Paving618A000 10 Square Yard Concrete Sidewalk, 4" Thick618B003 58 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A052 1 Each 18" Roadway Pipe End Treatment, Class 2619A055 2 Each 36" Roadway Pipe End Treatment, Class 2620A000 1 Cubic Yard Minor Structure Concrete621A011 2 Each Junction Boxes, Type 1 Or 1P621C015 12 Each Inlets, Type S1 Or S3 (1 Wing)621C016 2 Each Inlets, Type S2 Or S4 (1 Wing)621C017 4 Each Inlets, Type S1 Or S3 (2 Wing)621C018 1 Each Inlets, Type S2 Or S4 (2 Wing)621C036 6 Each Inlets, Type S1 Or S3 (1 Wing) (Modified)621C049 1 Each Inlets, Type S1 Or S3 (2 Wing) (Modified)621D015 2 Each Inlet Units, Type S1 Or S3621D016 1 Each Inlet Units, Type S2 Or S4623A003 729 Linear Foot Concrete Gutter (4' 0" Wide)623C000 4238 Linear Foot Combination Curb & Gutter, Type C630A001 88 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 2 Each Guardrail End Anchor, Type 20 Series634B000 470 Linear Foot Industrial Fence, 6 Feet High Plus Barbed Wire (45 Degree Arms)634D003 2 Each Gate, 20 Feet Wide, Complete With Fittings (With Barbed Wire)641A680 310 Linear Foot 4 Inch Ductile Iron Water Main Laid (Restrained Joint)641A742 340 Linear Foot 3 Inch P.V.C. Water Main Laid641A748 70 Linear Foot 8 Inch P.V.C. Water Main Laid641C500 1500 Pound Ductile Iron Fittings641J510 3 Each 2 Inch Gate Valve With Box641O508 2 Each 3 Inch x 3 Inch Tapping Valve And Sleeve641O510 2 Each 4 Inch x 4 Inch Tapping Valve And Sleeve641O520 2 Each 8 Inch x 8 Inch Tapping Valve And Sleeve641P530 3 Each 2 Inch Service Tap649A640 50 Linear Foot 14 Inch Steel Encasement Pipe, Type 2 Installation650A000 466 Cubic Yard Topsoil652C000 1 Acre Mowing654A001 4197 Square Yard Solid Sodding (Bermuda)656A010 1 Acre Mulching665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665E000 500 Square Yard Polyethylene665F000 250 Each Hay Bales665G000 250 Each Sand Bags665J002 3110 Linear Foot Silt Fence665O001 3110 Linear Foot Silt Fence Removal665P005 25 Each Inlet Protection, Stage 3 Or 4666A001 1 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 46,025.00)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)701C000 3 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe701D008 3 Mile Solid Traffic Stripe Removed (Plastic)701D015 2 Mile Broken Traffic Stripe Removed (Plastic)701G253 100 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)703A002 808 Square Foot Traffic Control Markings, Class 2, Type A

ST-047-013-001 MARION County- 3 -

703B002 23 Square Foot Traffic Control Legends, Class 2, Type A703C001 434 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)705A011 44 Each Pavement Markers, Class C, Type 1-A705A012 44 Each Pavement Markers, Class C, Type 1-B705A023 185 Each Pavement Markers, Class C, Type 2-D705A024 22 Each Pavement Markers, Class C, Type 2-E705A030 5 Each Pavement Markers, Class A-H, Type 2-C705A037 125 Each Pavement Markers, Class A-H, Type 2-D740B000 879 Square Foot Construction Signs740C000 32 Square Foot Special Construction Signs740C002 6 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 150 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 4 Each Barricades, Type III740I002 2 Each Warning Lights, Type B740M001 50 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2




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



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