July 6 2011 NTC Cover and Inserts - ALDOT Project Lettingalletting.dot.state.al.us/Prior...

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation Letting

JULY 29, 201110:00 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: 334.850.5988cell: 334.850.5328

ALABAMA DEPARTMENT OF TRANSPORTATION1409 Coliseum Boulevard, Montgomery, Alabama 36110

Bureau of Office EngineerPlans and Proposals Section

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

Robert Bentley John R. CooperGovernor Transportation Director

SSpecial Notice to Contractors

Effective with the August 26, 2011, Letting, the

Department intends to discontinue the practice of providing electronic bidding files (.ebs files) to

prospective bidders via 3.5” diskettes. The electronic bidding files and any amendment files will be available for download at the Project Letting Information Page of

the Department’s website at www.dot.state.al.us.

Upon implementation, it is the bidder’s responsibility to transmit electronic bidding files and amendments,

including unit bid prices, utilizing an acceptable digital storage media sealed within the bidder’s envelope or via

the Department’s approved Internet Bidding Service Provider (BidExpress).

Currently acceptable digital storage media include

3.5” diskettes, compact discs, and USB fIash drives.

May 25, 2011

ALABAMA DEPARTMENT OF TRANSPORTATION 1409 Coliseum Boulevard, Montgomery, Alabama 36110

Bureau of Office Engineer Plans and Proposals Section

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

Robert Bentley John R. Cooper Governor Transportation Director

Special Notice to Contractors

Pursuant to Section 107.01, Standard Specifications for Highway Construction, 2008, “The contractor shall keep fully informed of all federal and state laws, all local laws, ordinances and regulations, and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which may affect those engaged or employed on the work, or which in any way affect the conduct of the work. He shall at all times observe and comply with such laws, ordinances, orders, decrees…” The scope of the foregoing specification includes any laws or regulations governing the licensure of general contractors and subcontractors in the state of Alabama. March 11, 2011




Robert Bentley John R. Cooper Governor Transportation Director

Special Notice to Contractors

Please see the attached communication from the United States Department of Transportation concerning an ongoing scam to elicit confidential financial information from contractors under

the guise of USDOT employees.

January 24, 2011




Bob Riley Joe McInnes Governor Transportation Director

Diskette Failure

Please check your diskette as soon as possible after receipt. If you experience any problems

contact the Plans and Proposals Section during regular work hours at 1-800-232-2157

or 334-242-6441.

In the event of diskette failure the night before the letting please call the following numbers for

assistance: 334-850-5988 334-850-5328

9.4.2008

July 29, 2011

COMPANY NAME: ______________________________________________ BY: ____________________

SHIPPING ADDRESS: ______________________________________________

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

MAIL ADDRESS: ______________________________________________

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

______ WILL PICK UP

NOTE: PLEASE INDICATE QUANTITY DESIRED OF PROJECT ITEMS.YOU ARE LIMITED TO ONE BID PACKAGE (BIDDING PROPOSAL & BIDDING DISKETTE) PER PROJECT.DISKETTES ARE AVAILABLE IN 3.5" (90mm) ONLY.

BIDDING BIDPROPOSAL DISKETTE PLANS(ONE EACH) (OPTIONAL)* PRICE PLANS$5.00 EA. $5.00 EA. EACH QTY.____ ____ $ 11.00 ___ 002 IM-I065(424), BUTLER____ ____ $ 98.00 ___ 004 APD-0355(506), FRANKLIN____ ____ $ 32.00 ___ 006 BRF-0269(503), JEFFERSON____ ____ $160.00 ___ 008 HPP-0035(510),ETC., MONTGOMERY____ ____ $ 7.00 ___ 010 BR-5202(201), MORGAN____ ____ $ 21.00 ___ 012 BRZ-3800(209),ETC., LAMAR____ ____ $ 17.00 ___ 013 BRZ-6400(210), WALKER____ ____ $ 3.00 ___ 015 HRRR-3603(200), JACKSON____ ____ $ 12.00 ___ 017 HSIP-0010(533),ETC., CRENSHAW____ ____ $ 3.00 ___ 018 HSIP-0021(536),ETC., COOSA____ ____ $ 6.00 ___ 019 HSIP-0039(501),ETC., SUMTER____ ____ $ 18.00 ___ 020 HSIP-0095(501),ETC., HOUSTON____ ____ $ 10.00 ___ 021 HSIP-0179(502),ETC., ETOWAH,ETC.____ ____ $ 12.00 ___ 022 HSIP-CN11(905),ETC., MOBILE____ ____ $ 6.00 ___ 023 HSIP-CN11(909), DEKALB____ ____ $ 7.00 ___ 025 NH-0013(574), CLARKE____ ____ $ 15.00 ___ 026 NH-0001(560), RUSSELL____ ____ $ 7.00 ___ 027 NH-0053(539), DALE____ ____ $ 43.00 ___ 028 STPAA-0014(503), ELMORE____ ____ $119.00 ___ 029 ACSTPAA-0055(506), BUTLER____ ____ $ 16.00 ___ 030 STPAA-HSIP-0053(555), HOUSTON____ ____ $ 3.00 ___ 033 STPNU-0715(200), BUTLER____ ____ $ 3.00 ___ 034 STPNU-0715(201), BUTLER____ ____ $ 6.00 ___ 035 EB-1004(201),ETC., CHEROKEE____ ____ $ 4.00 ___ 036 STPNU-2000(212), COVINGTON____ ____ $ 5.00 ___ 037 EB-2400(209), DALLAS____ ____ $ 9.00 ___ 038 EB-3025(201),ETC., FRANKLIN____ ____ $ 4.00 ___ 039 EB-3215(201), GREENE____ ____ $ 4.00 ___ 040 EB-5307(200), PERRY____ ____ $ 5.00 ___ 041 STPOA-7906(601), ELMORE____ ____ $ 3.00 ___ 044 99-306-261-021-101, ELMORE____ ____ $ 23.00 ___ 045 99-307-162-087-101,ETC., COFFEE,ETC.____ ____ $ 10.00 ___ 046 99-307-203-009-101, COVINGTON____ ____ $ 16.00 ___ 047 99-307-234-053-101, DALE____ ____ $ 6.00 ___ 048 99-308-134-012-111, CLARKE____ ____ $ 3.00 ___ 049 99-309-273-113-107, ESCAMBIA____ ____ $ 4.00 ___ 050 99-309-183-003-106, CONECUH____ ____ $ 3.00 ___ 051 99-406-442-008-101, MACON

__________________________________________________________________________________________PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

EACH QTY.$125.00 ___ 2011 STANDARD HIGHWAY DRAWINGS$125.00 ___ 2011 METRIC STANDARD HIGHWAY DRAWINGS$ 25.00 ___ 2011 STANDARD HIGHWAY DRAWING US AND METRIC (CD)$ 20.00 ___ 2008 STANDARD SPECIFICATIONS BOOK (US Customary AND METRIC COMBINED)$ 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 BOULEVARDTERRY W. ROBINSON - ROOM E-108MONTGOMERY, ALABAMA 36110PHONE: (334) 242-6441, 6442, 6526 FAX: (334) 264-7976e-mail: [email protected]

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

002

Notice To ContractorsFederal Aid Project No.

IM-I065(424)BUTLER 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.,July 29, 2011, and at that time publicly opened for constructing the following:

SANITARY SEWER LIFT STATION AND FORCE MAIN FOR THE REST AREAS ONI-65 NORTH OF GREENVILLE

The Length Of This Project Is: 1.872 Miles.

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

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

A Bidding Proposal may be purchased for $5.00 and a Bidding Diskette may bepurchased for $5.00. Plans may be purchased for $11.00 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 $405,000 To $495,000The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre)(Approximately 4 Acres)

201B001 3 Acre Selective Clearing600A000 1 Lump Sum Mobilization614A000 3 Cubic Yard Slope Paving641L500 7 Cubic Yard Concrete for Water Mains (Thrust Blocks)645A622 520 Linear Foot 6 Inch Ductile Iron Sanitary Sewer Force Main Pipe Laid

(Restrained Joint)645A652 9372 Linear Foot 6 Inch P.V.C. Sanitary Sewer Force Main Pipe Laid645C500 288 Pound Ductile Iron Fittings645F505 9892 Linear Foot 6 Inch Abandon Existing Sanitary Sewer645H510 2 Each 48 Inch Manhole645I500 10 Each 48 Inch Manhole Unit645O518 4 Each 6 Inch Air And Vacuum Valve Assembly645P500 1 Each Sanitary Sewer Lift Station652A100 4 Acre Seeding656A010 4 Acre Mulching665J002 4623 Linear Foot Silt Fence665O001 4623 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4665Q002 1060 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls

IM-I065(424) BUTLER County- 2 -

698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 20,800.00)740B000 308 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 1 Each Portable Changeable Message Sign, Type 2

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

004


APD-0355(506)FRANKLIN COUNTY, Alabama


PARTIAL GRADE AND DRAIN AND BASE AND PAVEMENT ON SR-24 (CORRIDORV) FROM SR-247 EAST OF RED BAY TO CR-21



The Entire Project Shall Be Completed In Three Hundred Forty(340) Working Days.

A 10.00% DBE Contract Obligation Is Required.




The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $11,700,000 To $14,000,000The Principal Items Of Work Are Approximately As Follows:

205A001 1 Each Removal Of Structures, Structure No. 1205A002 1 Each Removal Of Structures, Structure No. 2206D000 1161 Linear Foot Removing Pipe206D001 4670 Linear Foot Removing Guardrail206E000 7 Each Removing Headwalls206E001 7 Each Removing Inlets206E002 11 Each Removing Junction Boxes206E008 24 Each Removing Guardrail End Anchor (All Type)210A000 83222 Cubic Yard Unclassified Excavation210D000 18688 Cubic Yard Borrow Excavation214A000 2036 Cubic Yard Structure Excavation214B001 396 Cubic Yard Foundation Backfill, Commercial231B002 351 Ton Roadbed Stabilizing Material, ALDOT #410 (Modified)231C000 402 Roadbed Station Stabilizing Roadbed With In-Place Material301A012 229657 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness327A021 14112 Ton Plant Mix Bituminous Base, Mix 2401A000 6258 Square Yard Bituminous Treatment A401A006 224468 Square Yard Bituminous Treatment G405A000 30044 Gallon Tack Coat

APD-0355(506) FRANKLIN County- 2 -

407B000 23 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 121867 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)410B000 1 Each State Furnished Profilograph410H000 1 Each Material Remixing Device424A356 23142 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"

Maximum Aggregate Size Mix, ESAL Range C/D424A358 38 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D424A366 3784 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B651 37367 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B658 76 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424C360 56928 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C364 320 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C368 120 Ton Superpave Bituminous Concrete Base Layer, Leveling, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 129766 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B014 15896 Ton Aggregate Surfacing (ALDOT #410 Modified)430B046 1032 Ton Aggregate Surfacing (Aldot #2)450B000 160 Square Yard Reinforced Cement Concrete Bridge End Slab530A001 159 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 1010 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 108 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A103 27 Linear Foot 30" Roadway Pipe (Class 3 R.C.) (Extension)530B002 93 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.)534A000 21 Each Cleaning Pipe Underdrain Outlets535A003 144 Linear Foot 30" Side Drain Pipe535B009 40 Linear Foot 18" Span, 11" Rise Side Drain Pipe600A000 1 Lump Sum Mobilization602A000 4 Each Right Of Way Markers603A003 1 Each Furnishing Type 4 Field Office605B000 21 Each Special Underdrain Outlet, Type A606A000 500 Linear Foot 6" Underdrain Pipe610C001 3447 Ton Loose Riprap, Class 2610D003 3161 Square Yard Filter Blanket, Geotextile614A000 1215 Cubic Yard Slope Paving619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A003 5 Each 24" Roadway Pipe End Treatment, Class 1619A004 2 Each 30" Roadway Pipe End Treatment, Class 1619A103 2 Each 30" Side Drain Pipe End Treatment, Class 1619B017 1 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1619B115 2 Each 18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A011 12 Each Junction Boxes, Type 1 Or 1P621C002 6 Each Inlets, Type C, P1 Or P3621C020 59 Each Inlets, Type Y621C132 16 Each Inlets, Type Y (Modified)621D002 1 Each Inlet Units, Type C621D019 1 Each Inlet Units, Type Y621D055 4 Each Inlet Units, Type Y (Modified)630A001 5063 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 9 Each Guardrail End Anchor, Type 8630C003 6 Each Guardrail End Anchor, Type 13630C070 17 Each Guardrail End Anchor, Type 10 Series650B000 3215 Cubic Yard Topsoil From Stockpiles652A100 97 Acre Seeding652C000 194 Acre Mowing654A001 949 Square Yard Solid Sodding (Bermuda)656A010 97 Acre Mulching659C002 2300 Square Yard Erosion Control Product, Type S2659C005 5716 Square Yard Erosion Control Product, Type C4665A000 16 Acre Temporary Seeding665B001 48 Ton Temporary Mulching665G000 240 Each Sand Bags665I000 550 Ton Temporary Riprap, Class 2

APD-0355(506) FRANKLIN County- 3 -

665J002 1020 Linear Foot Silt Fence665K000 6725 Cubic Yard Drainage Sump Excavation665L000 350 Linear Foot Floating Basin Boom665N000 1500 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 1018 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 1020 Linear Foot Silt Fence Removal665P005 146 Each Inlet Protection, Stage 3 Or 4665Q002 2460 Linear Foot Wattle666A001 97 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 615,300.00)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)701A239 16 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 19202 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 34 Mile Broken Temporary Traffic Stripe701C001 34 Mile Solid Temporary Traffic Stripe701D005 29 Mile Solid Traffic Stripe Removed701G142 558 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 558 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 558 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 6873 Square Foot Traffic Control Markings, Class 2, Type A703B002 1950 Square Foot Traffic Control Legends, Class 2, Type A703D001 1008 Square Foot Temporary Traffic Control Markings705A011 2058 Each Pavement Markers, Class C, Type 1-A705A012 492 Each Pavement Markers, Class C, Type 1-B705A023 1051 Each Pavement Markers, Class C, Type 2-D705A024 130 Each Pavement Markers, Class C, Type 2-E705A030 52 Each Pavement Markers, Class A-H, Type 2-C705A031 1045 Each Pavement Markers, Class A-H, Type 1-A705A032 397 Each Pavement Markers, Class A-H, Type 1-B705A037 50 Each Pavement Markers, Class A-H, Type 2-D705A038 82 Each Pavement Markers, Class A-H, Type 2-E707B003 1 Each Type A Hazard Marker Installation707B009 1 Each Type A Hazard Marker Installation (Temporary)709A000 14 Each Milepost, Type A710A115 430 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 764 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B021 2184 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)740B000 2562 Square Foot Construction Signs740D000 2329 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740F002 234 Each Barricades, Type III740I002 117 Each Warning Lights, Type B740M001 100 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2999 000 2250 Hour Trainee Hours At 80 Cents Per Hour








006


BRF-0269(503)JEFFERSON COUNTY, Alabama


BRIDGE REPLACEMENT AND APPROACHES ON SR-269 AT SHORT CREEK INBIRMINGPORT



The Entire Project Shall Be Completed In Three Hundred(300) Working Days.






201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre) (Approximately 5 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station 107+20.21206D000 87 Linear Foot Removing Pipe206D001 82 Linear Foot Removing Guardrail206E000 2 Each Removing Headwalls206E008 2 Each Removing Guardrail End Anchor (All Type)210A000 160673 Cubic Yard Unclassified Excavation210E000 972 Cubic Yard Borrow Excavation (Underwater Backfill)214A000 432 Cubic Yard Structure Excavation214B001 75 Cubic Yard Foundation Backfill, Commercial230A000 18 Roadbed Station Roadbed Processing305B071 20 Ton Coarse Aggregate, Section 801, For Miscellaneous Use405A000 981 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A360 670 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B651 1334 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"


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

BRF-0269(503) JEFFERSON County- 2 -

424B659 325 Ton Superpave Bituminous Concrete Upper Binder Layer,Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424B681 822 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

424C360 1657 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

450B000 163 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 300965 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 106+34.663, Approximately 169,325 Pounds505I000 3360 Square Foot Temporary Steel Sheet Piling506A000 248 Linear Foot Drilled Shaft Excavation, 4'-6" Diameter506A008 382 Linear Foot Drilled Shaft Excavation, 4'-0" Diameter506B003 100 Linear Foot Special Drilled Shaft Excavation, 4'-0" Diameter506B004 120 Linear Foot Special Drilled Shaft Excavation, 4'-6" Diameter506C062 482 Linear Foot Drilled Shaft Construction, 4'-0" Diameter, Class DS3 Concrete506C063 464 Linear Foot Drilled Shaft Construction, 4'-6" Diameter, Class DS3 Concrete506F001 232 Linear Foot Permanent Drilled Shaft Casing, 4'-6" Diameter506G002 1 Each Crosshole Sonic Logging, 4'-0" Diameter506G003 9 Each Crosshole Sonic Logging, 4'-6" Diameter508A000 14570 Pound Structural Steel510A000 578 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

Station 106+34.663, Approximately 805 Cubic Yards510E000 2150 Square Yard Grooving Concrete Bridge Decks511A053 48 Each Elastomeric Bearing Type 2 (Mark B4)513B019 2659 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-63

(Specialty Item)530A001 28 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 97 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 126 Linear Foot 30" Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 18 Each Right Of Way Markers603A001 1 Each Furnishing Type 2 Field Office610C001 2754 Ton Loose Riprap, Class 2610D003 2691 Square Yard Filter Blanket, Geotextile614A000 33 Cubic Yard Slope Paving619A003 3 Each 24" Roadway Pipe End Treatment, Class 1619A004 1 Each 30" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A011 2 Each Junction Boxes, Type 1 Or 1P621C024 2 Each Inlets, Type C Or P1621D033 1 Each Inlet Units, Type C Or P1630A001 187 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 1 Each Guardrail End Anchor, Type 8630C003 2 Each Guardrail End Anchor, Type 13630C050 3 Each Guardrail End Anchor, Type 20 Series650A000 1725 Cubic Yard Topsoil652A100 4 Acre Seeding652C000 6 Acre Mowing654A001 17 Square Yard Solid Sodding (Bermuda)656A010 4 Acre Mulching659C001 12031 Square Yard Erosion Control Product, Type S3659C007 1815 Square Yard Erosion Control Product, Type C8665A000 4 Acre Temporary Seeding665B001 12 Ton Temporary Mulching665I000 290 Ton Temporary Riprap, Class 2665J002 10060 Linear Foot Silt Fence665L000 480 Linear Foot Floating Basin Boom665O001 10060 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4665Q002 716 Linear Foot Wattle666A001 2 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 188,300.00)701A227 1 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 1 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C001 3 Mile Solid Temporary Traffic Stripe

BRF-0269(503) JEFFERSON County- 3 -

701G146 1000 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1000 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 52 Square Foot Traffic Control Markings, Class 2, Type A703A011 281 Square Foot Traffic Control Markings, Class W, Type A705A011 244 Each Pavement Markers, Class C, Type 1-A705A023 214 Each Pavement Markers, Class C, Type 2-D705A037 45 Each Pavement Markers, Class A-H, Type 2-D710A115 27 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 8 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B001 65 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)726A000 180 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 10 Linear Foot Portable Concrete Safety Barriers,Type 6-A726A005 290 Linear Foot Portable Concrete Safety Barriers,Type 6(Bridge Bolted)726D021 1 Each Portable Impact Attenuator Assembly (Bi-directional,TL-2)740B000 393 Square Foot Construction Signs740D000 30 Each Channelizing Drums740E000 25 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I005 4 Each Warning Lights, Type B (Detachable Head)740M001 25 Each Ballast For Cone999 000 750 Hour Trainee Hours At 80 Cents Per Hour








008


HPP-0035(510), TRIMPF-0035(512), HPP-0035(513) & HPP-TRIMPF-0035(521)MONTGOMERY COUNTY, Alabama


GRADE, DRAINAGE, PARTIAL PAVEMENT AND BRIDGES ON THE MONTGOMERYOUTER LOOP FROM SR-110 TO I-85

The Length Of This Project Is: 5.500 Kilometers.


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


A mandatoryat the ALDOT, Sixth Division, Auditorium, 1525 Coliseum Boulevard, Montgomery, Alabama 36110.

pre-bid conference is scheduled for 10:00 A.M. on Friday, July 15, 2011,

Any qualified bidder wishing to bid this project is required to have a company representative present at this mandatorythe

pre-bid conference. Proposals issued to bidders who fail to attend mandatory

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





201A002M 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $10,000 Per Hectare)(Approximately 40 Hectares)

201B001M 38 Hectare Selective Clearing205A001M 1 Each Removal Of Structures, Structure No. 17205A002M 1 Each Removal Of Structures, Structure No. 18206A000M 1 Lump Sum Removal Of Old Bridge, Station 43+23.450, SR 126206A001M 1 Lump Sum Removal Of Old Bridge, Station 37+74.650, US 80206A050M 1 Lump Sum Removal Of Old Bridge, Partial, Station 656+97.730, I-85 SBL206A051M 1 Lump Sum Removal Of Old Bridge, Partial, Station 656+97.730, I-85 NBL206B000M 1 Lump Sum Removal Of Old Box Culvert, Station 31+24, SR-126206C013M 172 Square Meter Removing Bridge End Slab206D000M 750 Meter Removing Pipe206D001M 1925 Meter Removing Guardrail206D007M 984 Meter Removing Concrete Flume206D011M 8080 Meter Removing Fence206E000M 28 Each Removing Headwalls206E001M 3 Each Removing Inlets206E008M 14 Each Removing Guardrail End Anchor (All Type)206E042M 1 Each Removing Inlets (Partial)210A000M 204703 Cubic Meter Unclassified Excavation210C000M 1013 Cubic Meter Muck Excavation

HPP-0035(510) , ETC. MONTGOMERY County- 2 -

210D011M 736164 Cubic Meter Borrow Excavation (A-4 Or Better)210E000M 17543 Cubic Meter Borrow Excavation (Underwater Backfill)210H000M 21711 Cubic Meter Solid Waste Excavation214A000M 5221 Cubic Meter Structure Excavation214B001M 1070 Cubic Meter Foundation Backfill, Commercial215A000M 6350 Cubic Meter Unclassified Bridge Excavation215B000M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta. 220+48.503, EBR215B001M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta. 220+48.503, WBR215B002M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta. 255+26.50215B003M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta. 254+67.845215B004M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta. 254+69.172215B005M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Sta. 255+72.411215B006M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Station 656+97.730, I-85 SBL215B007M 1 Lump Sum Cofferdams Or Sheeting And Shoring, Station 656+97.730, I-85 NBL230A000M 160 Roadbed Station Roadbed Processing240A000M 7 Each Settlement Plate Assembly243A035M 11273 Square Meter Geosynthetic Reinforcement for Soft Soil Stabilization, Type 3301A012M 73969 Square Meter Crushed Aggregate Base Course, Type B, Plant Mixed, 150 mm

Compacted Thickness301A018M 90462 Square Meter Crushed Aggregate Base Course, Type B, Plant Mixed, 200 mm

Compacted Thickness305B077M 24291 Metric Ton Crushed Aggregate, Section 825, For Miscellanous Use401A000M 129258 Square Meter Bituminous Treatment A405A000M 73191 Liter Tack Coat407B000M 35 Kilometer Joint Sealant For Hot Mix Asphalt Pavement408A052M 2617 Square Meter Planing Existing Pavement (Approximately 26 mm Thru 50 mm Thick)410C000M 1 Each Contractor Retained Profilograph410H000M 1 Each Material Remixing Device424A287M 177 Metric Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 19.0 mm Maximum Aggregate Size Mix, ESAL Range E424A360M 6620 Metric Ton Superpave Bituminous Concrete Wearing Surface Layer,12.5 mm

Maximum Aggregate Size Mix, ESAL Range C/D424A361M 968 Metric Ton Superpave Bituminous Concrete Wearing Surface Layer, 19.0 mm

Maximum Aggregate Size Mix, ESAL Range C/D424A367M 102 Metric Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 19.0 mm Maximum Aggregate Size Mix, ESAL Range C/D424B281M 477 Metric Ton Superpave Bituminous Concrete Upper Binder Layer, 25.0 mm

Maximum Aggregate Size Mix, ESAL Range E424B581M 9154 Metric Ton Superpave Bituminous Concrete Lower Binder Layer, 25.0 mm

Maximum Aggregate Size Mix, ESAL Range E424B650M 10091 Metric Ton Superpave Bituminous Concrete Upper Binder Layer, 19.0 mm

Maximum Aggregate Size Mix, ESAL Range C/D`424B651M 914 Metric Ton Superpave Bituminous Concrete Upper Binder Layer, 25.0 mm

Maximum Aggregate Size Mix, ESAL Range C/D424B655M 200 Metric Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 25.0 mm Maximum Aggregate Size Mix, ESAL Range C/D424B659M 1926 Metric Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 25.0 mm Maximum Aggregate Size Mix, ESAL Range C/D424B681M 13591 Metric Ton Superpave Bituminous Concrete Lower Binder Layer, 25.0 mm

Maximum Aggregate Size Mix, ESAL Range C/D428C000M 15730 Meter Scoring Bituminous Pavement Surface By Cutting430B043M 1000 Metric Ton Aggregate Surfacing (25.0 mm Down, Crusher Run)450B000M 303 Square Meter Reinforced Cement Concrete Bridge End Slab502A000M 1186245 Kilogram Steel Reinforcement502B000M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta. 240+03, EBR, Approx. 40,920 Kilograms502B001M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta. 240+03, WBR, Approx. 40,920 Kilograms502B002M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta. 220+48.503, WBR, Approx. 55,100 Kilograms502B003M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta. 220+48.503, EBR, Approx. 73,570 Kilograms502B004M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta. 255+26.50, Ramp 1, Approx. 262,300 Kilograms502B005M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,



Sta. 255+72.411, Ramp 4 Approx. 45,100 Kilograms


502B008M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,Sta. 656+97.730, I-85 SBL Approx. 9600 Kilograms

502B009M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,Sta. 43+23.287, SR 126, Approx. 25400 Kilograms

502B010M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,Sta. 656+97.730, I-85 NBL Approx. 16000 KG

502B011M 1 Lump Sum Steel Reinforcement For Bridge Superstructure,Sta. 37+74.871, US 80 Approx. 25400 KG

505A002M 5 Each Steel Test Piles (HP 310x79)505A004M 7 Each Steel Test Piles (HP 360x108)505A005M 8 Each Steel Test Piles (HP 360x132)505A010M 1 Each Steel Test Piles (HP 360x152)505B057M 5 Each Static Loading Tests (HP 310x79)505B059M 5 Each Static Loading Tests (HP 360x108)505B060M 7 Each Static Loading Tests (HP 360x132)505B087M 5 Each Dynamic Loading Tests (HP 310x79)505B089M 7 Each Dynamic Loading Tests (HP 360x108)505B090M 8 Each Dynamic Loading Tests (HP 360x132)505B094M 1 Each Dynamic Loading Tests (HP 360x152)505M002M 2296 Meter Steel Piling Furnished And Driven (HP 310x79)505M005M 9084 Meter Steel Piling Furnished And Driven (HP 360x108)505M011M 5992 Meter Steel Piling Furnished And Driven (HP 360x152)505M012M 9649 Meter Steel Piling Furnished And Driven (HP 360x132)506A008M 96 Meter Drilled Shaft Excavation, 1220 mm Diameter506C022M 96 Meter Drilled Shaft Construction, 1220 mm Diameter, Class DS2 Concrete506G002M 8 Each Crosshole Sonic Logging, 1220 mm Diameter508A000M 42433 Kilogram Structural Steel508B000M 1 Each Structural Steel Superstructure,

50.0-50.0-52.63, Continuous Span (Spans 1, 2 & 3), Station 255+26.50, Ramp 1,508B001M 1 Each Structural Steel Superstructure,

52.87-61.55-50.22, Continues Span (Spans 4, 5 & 6), Station 255+26.50, Ramp 1,508B002M 1 Each Structural Steel Superstructure,

44.35-49.25-42.63 Continuous Span (Spans 7, 8 & 9), Station 255+26.50, Ramp 1,508B003M 1 Each Structural Steel Superstructure,

42.0-42.0, Continuous Span (Spans 10 & 11), Station 255+26.50, Ramp 1,508B004M 1 Each Structural Steel Superstructure,



50.0-60.0-50.0, Continuous Span (Spans 5, 6 & 7), Station 254+67.845, Ramp 2,508B007M 1 Each Structural Steel Superstructure,

54.0-52.836-57.232 Continuous Span(Spans 8, 9 & 10), Station 254+67.845, Ramp 2,508B008M 1 Each Structural Steel Superstructure,

50.0-60.0-50.0, Continuous Span (Spans 11,12 & 13), Station 254+67.845, Ramp 2,508B009M 1 Each Structural Steel Superstructure,

50.0-60.0-50.0, Continuous Span (Spans 14, 15 &16), Station 254+67.845, Ramp 2,508B010M 1 Each Structural Steel Superstructure,

59.601-61.0-59.601 Continuous Span(Spans 7, 8 & 9), Station 254+69.172, Ramp 3508B011M 1 Each Structural Steel Superstructure,

28.0-36.0-28.0, Continuous Span (Spans 1, 2 & 3), Station 255+72.411, Ramp 4,510A000M 12057 Cubic Meter Bridge Substructure Concrete, Class A510C051M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 240+03, EBR, Approx. 308 Cu. Meters510C052M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 240+03, WBR, Approx. 308 Cu. Meters510C053M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 220+48.503, WBR, Approx. 451 Cu. Meters510C054M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 220+48.503, EBR, Approx. 603 Cu. Meters510C055M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 255+26.50, Ramp 1, Approx. 1732 Cu. Meters510C056M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 254+67.845, Ramp 2 Approx. 2695 Cu. Meters510C057M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 254+69.172, Ramp 3 Approx.1366.4 Cu. Meters510C058M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 255+72.411, Ramp 4, Approx. 303 Cu. Meters510C059M 1 Lump Sum Bridge Concrete Superstructure,

Sta. 656+97.730, I-85 SBL, Approx. 61 Cu Meters


510C060M 1 Lump Sum Bridge Concrete Superstructure,Sta. 43+23.287, SR-126, Approx. 172 Cu Meters

510C061M 1 Lump Sum Bridge Concrete Superstructure,Sta. 656+97.73 ,I-85 NBL Approx. 103 Cu M

510C062M 1 Lump Sum Bridge Concrete Superstructure, Sta. 37+74.871, US 80 Approx. 172 Cu M510E000M 27571 Square Meter Grooving Concrete Bridge Decks511A001M 84 Each Elastomeric Bearing Type 2511A004M 185 Each Elastomeric Bearing Type 4511A005M 40 Each Elastomeric Bearing Type 5511A051M 72 Each Elastomeric Bearing Type 2 (Mark B2)511A053M 72 Each Elastomeric Bearing Type 2 (Mark B4)511A056M 36 Each Elastomeric Bearing Type 2 (Mark B2 Modified)511A073M 60 Each Elastomeric Bearing Type 4 (Mark VB4)513B004M 913 Meter Pretensioned-Prestressed Concrete Girders, Type IIM (Specialty Item)513B015M 1068 Meter Pretensioned-Prestressed Concrete Girders, Type BT-1370

(Specialty Item)513B017M 2745 Meter Pretensioned-Prestressed Concrete Girders, Type BT-1830

(Specialty Item)524A010M 141 Cubic Meter Culvert Concrete524B011M 273 Cubic Meter Culvert Concrete Extension (Cast In Place)530A001M 77 Meter 450 mm Roadway Pipe (Class 3 R.C.)530A002M 335 Meter 600 mm Roadway Pipe (Class 3 R.C.)530A003M 383 Meter 750 mm Roadway Pipe (Class 3 R.C.)530A004M 81 Meter 900 mm Roadway Pipe (Class 3 R.C.)530A005M 59 Meter 1050 mm Roadway Pipe (Class 3 R.C.)530A006M 73 Meter 1200 mm Roadway Pipe (Class 3 R.C.)530A008M 98 Meter 1500 mm Roadway Pipe (Class 3 R.C.)530A009M 145 Meter 1650 mm Roadway Pipe (Class 3 R.C.)530A033M 9 Meter 300 mm Roadway Pipe (Class 3 R.C.)530A102M 7 Meter 600 mm Roadway Pipe (Class 3 R.C.) (Extension)530B002M 17 Meter 725 mm Span X 460 mm Rise Roadway Pipe (Class 3 R.C.)530B003M 64 Meter 920 mm Span, 570 mm Rise Roadway Pipe, (Class 3 R.C.)530B004M 14 Meter 1110 mm Span, 675 mm Rise Roadway Pipe, (Class 3 R.C.)534E001M 2607 Meter Cleaning Existing Pipe (Less Than Or Equal To 1.2 Meter

Horizontal Opening)534F000M 476 Meter Cleaning Existing Culvert (Greater Than 1200 mm Horizontal Opening)535A080M 121 Meter 450 mm Side Drain Pipe (Class 3 R.C.)535A085M 10 Meter 600 mm Side Drain Pipe (Class 3 R.C.)535A086M 6 Meter 750 mm Side Drain Pipe (Class 3 R.C.)535A087M 33 Meter 900 mm Side Drain Pipe (Class 3 R.C.)600A000M 1 Lump Sum Mobilization603C003M 1 Each Furnishing Type 4 Field Office (State Retained)609A000M 8736 Square Meter Aggregate Slope Protection609B000M 9050 Square Meter Geotextile Filter For Aggregate Slope Protection610C001M 11245 Metric Ton Loose Riprap, Class 2610D003M 29166 Square Meter Filter Blanket, Geotextile619A000M 1 Each 300mm Roadway Pipe End Treatment,Class 1619A002M 6 Each 450 mm Roadway Pipe End Treatment, Class 1619A003M 22 Each 600 mm Roadway Pipe End Treatment, Class 1619A004M 7 Each 750 mm Roadway Pipe End Treatment, Class 1619A005M 2 Each 900 mm Roadway Pipe End Treatment, Class 1619A006M 3 Each 1050 mm Roadway Pipe End Treatment, Class 1619A007M 2 Each 1200 mm Roadway Pipe End Treatment, Class 1619A009M 1 Each 1500 mm Roadway Pipe End Treatment, Class 1619A010M 1 Each 1650 mm Roadway Pipe End Treatment, Class 1619A054M 2 Each 750 mm Roadway Pipe End Treatment, Class 2619A056M 2 Each 1050 mm Roadway Pipe End Treatment, Class 2619A101M 12 Each 450 mm Side Drain Pipe End Treatment, Class 1619A103M 1 Each 750 mm Side Drain Pipe End Treatment, Class 1619A104M 6 Each 900 mm Side Drain Pipe End Treatment, Class 1619A126M 8 Each 450 mm Side Drain Pipe End Treatment, Class 2619A127M 2 Each 600 mm Side Drain Pipe End Treatment, Class 2619A128M 2 Each 750 mm Side Drain Pipe End Treatment, Class 2619A129M 1 Each 900 mm Side Drain Pipe End Treatment, Class 2619B018M 2 Each 920 mm Span, 570 mm Rise Roadway Pipe End Treatment, Class 1619B067M 2 Each 725 mm Span, 460 mm Rise Roadway Pipe End Treatment, Class 2619B283M 2 Each 920 mm Span, 570 mm Rise Roadway Pipe End Treatment,

Class 2 (Double Line)620A000M 4 Cubic Meter Minor Structure Concrete


621A004M 11 Each Junction Boxes, Type 4621A011M 5 Each Junction Boxes, Type 1 Or 1P621A019M 4 Each Junction Boxes, Type 1 Or 2P621A022M 1 Each Junction Boxes, Type 1 (Modified)621B004M 3 Each Junction Box Units, Type 4621B014M 4 Each Junction Box Units, Type 1 Or 2P621C004M 1 Each Inlets, Type GH621C027M 3 Each Inlets, Type C621C032M 2 Each Inlets, Type C (Modified)629A043M 128 Meter Concrete Median Or Safety Barrier, Type 4A (Special)630A001M 1578 Meter Steel Beam Guardrail, Class A, Type 2630C001M 8 Each Guardrail End Anchor, Type 8630C003M 28 Each Guardrail End Anchor, Type 13630C050M 6 Each Guardrail End Anchor, Type 20 Series630C070M 38 Each Guardrail End Anchor, Type 10 Series634A002M 9299 Meter Industrial Fence, 1.83 Meters High634D004M 6 Each Gate, 4.27 Meters Wide, Complete With Fittings (Without Barbed Wire)637A000M 100 Meter Fence Reset641A684M 61 Meter 203.2 mm Ductile Iron Water Main Laid (Restrained Joint)641C500M 140 Kilogram Ductile Iron Fittings641O520M 2 Each 203.2 mm x 203.2 mm Tapping Valve And Sleeve650A000M 3552 Cubic Meter Topsoil650B000M 30251 Cubic Meter Topsoil From Stockpiles652A100M 78 Hectare Seeding652C000M 702 Hectare Mowing654A000M 104907 Square Meter Solid Sodding656A010M 78 Hectare Mulching659C001M 74377 Square Meter Erosion Control Product, Type S3659C006M 14789 Square Meter Erosion Control Product, Type C6665A000M 157 Hectare Temporary Seeding665B001M 1057 Metric Ton Temporary Mulching665C010M 700 Meter Temporary Pipe665E000M 2009 Square Meter Polyethylene665F000M 1000 Each Hay Bales665G000M 1310 Each Sand Bags665I000M 2697 Metric Ton Temporary Riprap, Class 2665J002M 15736 Meter Silt Fence665K000M 1147 Cubic Meter Drainage Sump Excavation665L000M 697 Meter Floating Basin Boom665N000M 1144 Metric Ton Temporary Coarse Aggregate,ALDOT Number 1665N001M 340 Metric Ton Temporary Coarse Aggregate,ALDOT Number 4665O001M 15736 Meter Silt Fence Removal665P005M 41 Each Inlet Protection, Stage 3 Or 4665Q002M 2232 Meter Wattle665T000M 1328 Meter Temporary Earth Berms666A001M 78 Hectare Pest Control Treatment667A001M 78 Hectare Fire Ant Control Treatment680A001M 1 Lump Sum Geometric Controls698A000M 1 Lump Sum Construction Fuel (Maximum Bid Limited To $ 3,800,000.00)701A227M 23 Kilometer Solid White, Class 2, Type A Traffic Stripe (125mm Wide)701A230M 20 Kilometer Solid Yellow, Class 2, Type A Traffic Stripe (125mm Wide)701A239M 7 Kilometer Broken White, Class 2, Type A Traffic Stripe (125mm Wide)701A244M 4 Kilometer Broken Yellow, Class 2, Type A Traffic Stripe (125mm Wide)701B207M 464 Meter Dotted, Class 2, Type A Traffic Stripe (125mm Wide)701C000M 10 Kilometer Broken Temporary Traffic Stripe701C001M 48 Kilometer Solid Temporary Traffic Stripe701D007M 17 Kilometer Solid Traffic Stripe Removed (Paint)701D014M 9 Kilometer Broken Traffic Stripe Removed (Paint)701G142M 103 Meter Broken White, Class W, Type A Traffic Stripe (125mm Wide)701G146M 310 Meter Solid White, Class W, Type A Traffic Stripe (125mm Wide)701G150M 104 Meter Broken Yellow, Class W, Type A Traffic Stripe (125mm Wide)701G154M 207 Meter Solid Yellow, Class W, Type A Traffic Stripe (125mm Wide)703A002M 2711 Square Meter Traffic Control Markings, Class 2, Type A703B002M 26 Square Meter Traffic Control Legends, Class 2, Type A703D000M 230 Square Meter Temporary Traffic Control Markings (Tape)703D001M 217 Square Meter Temporary Traffic Control Markings705A011M 352 Each Pavement Markers, Class C, Type 1-A705A012M 348 Each Pavement Markers, Class C, Type 1-B705A022M 256 Each Pavement Markers, Class C, Type 2-C


705A023M 465 Each Pavement Markers, Class C, Type 2-D705A024M 174 Each Pavement Markers, Class C, Type 2-E705A030M 256 Each Pavement Markers, Class A-H, Type 2-C705A031M 660 Each Pavement Markers, Class A-H, Type 1-A705A032M 409 Each Pavement Markers, Class A-H, Type 1-B705A037M 511 Each Pavement Markers, Class A-H, Type 2-D705A038M 174 Each Pavement Markers, Class A-H, Type 2-E710A115M 33 Square Meter Class 4, Alum Flat Sign Panels 2.032 mm Thick Or Steel Flat

Sign Panels 1.897 mm Thick (Ty III Or Ty IV Background)710A126M 6 Square Meter Class 8, Aluminum Flat Sign Panels 2.032 mm Thick Or Steel

Flat Sign Panels 1.897 mm Thick (Type IX Background)710A140M 52 Square Meter Class 6, Alum Multiple Flat Sign Panels 3.175 mm Thick Or

Steel Multiple Flat Sign Panels 2.657 mm Thick (Ty. III Bkg)710A141M 2 Square Meter Class 6, Aluminum Flat Sign Panels 3.175 mm Thick Or Steel

Flat Sign Panels 2.657 mm Thick (Type III Background)710A142M 4 Square Meter Class 2A, Alum Flat Sign Panels 3.175 mm Thick Or Steel

Flat Sign Panels 2.657 mm Thick (Ty. III,IV,VII Or VIII Bkg)710B001M 224 Meter Roadway Sign Post (#3 "U" Channel Galvanized Steel)710B012M 19 Meter Roadway Sign Post (W200 x 31 Steel Beam)713A000M 10 Meter Permanent Barricades715A001M 1 Lump Sum Overhead Roadway Sign Structure OHC Number 1715A002M 1 Lump Sum Overhead Roadway Sign Structure OHC Number 2726A000M 5514 Meter Portable Concrete Safety Barriers,Type 6726A001M 12 Meter Portable Concrete Safety Barriers,Type 6-A726A005M 104 Meter Portable Concrete Saftey Barriers,Type 6 (Bridge Bolted)726B003M 233 Meter Portable Concrete Saftey Barrier, Type 6726D025M 3 Each Portable Impact Attenuator Assembly (Unidirectional,TL-3)740B000M 341 Square Meter Construction Signs740C000M 5 Square Meter Special Construction Signs740C002M 2 Square Meter Special Construction Signs (Motorcycle Plaque)740D000M 612 Each Channelizing Drums740E000M 700 Each Cones (900 mm High)740F002M 58 Each Barricades, Type III740I002M 41 Each Warning Lights, Type B740L004M 164 Each Vertical Panel, Type II (Single-Sided)740M001M 700 Each Ballast For Cone741C010M 5 Each Portable Sequential Arrow And Chevron Sign Unit742A001M 6 Each Portable Changeable Message Sign, Type 2999 000M 16500 Hour Trainee Hours At 80 Cents Per Hour








010


BR-5202(201)MORGAN COUNTY, Alabama


BRIDGE REPLACEMENT (BRIDGE CULVERT) AND APPROACHES ON CR-55 WESTAT MACK CREEK SOUTH OF HARTSELLE



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





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

206A000 1 Lump Sum Removal Of Old Bridge, Station 4 + 17.6210A000 103 Cubic Yard Unclassified Excavation210D021 1090 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 824 Cubic Yard Structure Excavation214B001 210 Cubic Yard Foundation Backfill, Commercial230A000 1 Roadbed Station Roadbed Processing301A012 297 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 205 Square Yard Bituminous Treatment A405A000 41 Gallon Tack Coat424A361 111 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424A367 50 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B651 30 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D430B043 129 Ton Aggregate Surfacing (1" Down, Crusher Run)502A000 45103 Pound Steel Reinforcement524A010 262 Cubic Yard Culvert Concrete600A000 1 Lump Sum Mobilization

BR-5202(201) MORGAN County- 2 -

610C001 195 Ton Loose Riprap, Class 2610D003 156 Square Yard Filter Blanket, Geotextile630A001 175 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 145 Cubic Yard Topsoil652A100 1 Acre Seeding652C000 1 Acre Mowing656A010 1 Acre Mulching659C003 167 Square Yard Erosion Control Product, Type S1665F000 50 Each Hay Bales665J002 700 Linear Foot Silt Fence665O001 700 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 12,800.00)701E010 550 Linear Foot Broken Temporary Traffic Stripe701G083 1100 Linear Foot Solid White, Class 2T, Type A Traffic Stripe701G086 550 Linear Foot Broken Yellow, Class 2T, Type A Traffic Stripe705A037 7 Each Pavement Markers, Class A-H, Type 2-D740B000 190 Square Foot Construction Signs740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B








012


BRZ-3800(209), BRZ-3800(211) & BRZ-3800(210)LAMAR COUNTY, Alabama


BRIDGE REPLACEMENT (2-PRECAST & 1-BRIDGE CULVERT) ON CR-5 ATNORTHINGTON BRANCH, ON WALNUT ROAD AT MUD CREEK AND ON IRONBRIDGE ROAD AT YELLOW CREEK



The Entire Project Shall Be Completed In One Hundred Seventy(170) Working Days.






201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4,000 Per Acre) (Approx. 1 Acre)

206A000 1 Lump Sum Removal Of Old Bridge, Station 5+08.69206A001 1 Lump Sum Removal Of Old Bridge, Station 23+16.50206A002 1 Lump Sum Removal Of Old Bridge, Station 15+72.62210A000 2592 Cubic Yard Unclassified Excavation210D021 2071 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 521 Cubic Yard Structure Excavation214B000 166 Cubic Yard Foundation Backfill, Local230A000 16 Roadbed Station Roadbed Processing401A000 304 Square Yard Bituminous Treatment A430B025 1229 Ton Aggregate Surfacing (Soil Aggregate, Type A)430B043 25 Ton Aggregate Surfacing (1" Down, Crusher Run)502A000 31058 Pound Steel Reinforcement502A001 129 Pound Steel Reinforcement (Grade 60)505A002 1 Each Steel Test Piles (HP 12x53)505A009 1 Each Steel Test Piles (HP 12x84)505B057 1 Each Static Loading Tests (HP 12x53)505B064 1 Each Static Loading Tests (HP 12X84)

BRZ-3800(209) , ETC. LAMAR County- 2 -

505M002 2020 Linear Foot Steel Piling Furnished And Driven (HP 12x53)505M009 800 Linear Foot Steel Piling Furnished And Driven (HP 12X84)507A000 4 Each Wire Rope Abutment Anchor Assembly510A000 19 Cubic Yard Bridge Substructure Concrete, Class A511A000 60 Each Elastomeric Bearing Type 1512A008 4 Each Precast Concrete Abutment Caps, 2'-0" Wide By 1'-7" Deep By

28'-0" Long512B003 2 Each Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 1'-7"

Deep By 27'-6" Long512C017 20 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 2 Each Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long512D030 4 Each Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long512D031 2 Each Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long

(Modified)512E013 40 Each Precast Concrete Abutment Panels, Type A3, 6'-1" Long512F002 20 Each Precast Concrete Wing Panels, Type W3512G000 8 Each Precast Concrete Abutment Wing Cap Panels524A010 186 Cubic Yard Culvert Concrete600A000 1 Lump Sum Mobilization610C001 1171 Ton Loose Riprap, Class 2610D003 1101 Square Yard Filter Blanket, Geotextile630A001 25 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 8 Each Guardrail End Anchor, Type 13630C050 6 Each Guardrail End Anchor, Type 20 Series630C070 2 Each Guardrail End Anchor, Type 10 Series652A100 3 Acre Seeding656A010 3 Acre Mulching665I000 160 Ton Temporary Riprap, Class 2665J002 3267 Linear Foot Silt Fence665O001 3267 Linear Foot Silt Fence Removal665Q002 270 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 29,400.00)740B000 449 Square Foot Construction Signs740F002 12 Each Barricades, Type III740I002 20 Each Warning Lights, Type B








013


BRZ-6400(210)WALKER COUNTY, Alabama


BRIDGE REPLACEMENT AND APPROACHES ON RIPLEY CUTOFF ROAD AT LOSTCREEK EAST OF CARBON HILL



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






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

205A001 1 Each Removal Of Structures, Structure No. 1206A000 1 Lump Sum Removal Of Old Bridge, Station 14+76.46206C010 62 Square Yard Removing Concrete Driveway210A000 8743 Cubic Yard Unclassified Excavation230A000 10 Roadbed Station Roadbed Processing301A008 2400 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness401A000 2400 Square Yard Bituminous Treatment A405A000 70 Gallon Tack Coat424A340 187 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B636 318 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B027 84 Ton Aggregate Surfacing (ALDOT #410, #467 Or #57)502A001 35869 Pound Steel Reinforcement (Grade 60)502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Sta 14+68.89, Approx. 57800 Lbs506A000 32 Linear Foot Drilled Shaft Excavation, 4'-6" Diameter

BRZ-6400(210) WALKER County- 2 -

506A004 45 Linear Foot Drilled Shaft Excavation, 3'-0" Diameter506B001 36 Linear Foot Special Drilled Shaft Excavation, 3'-0" Diameter506B004 36 Linear Foot Special Drilled Shaft Excavation, 4'-6" Diameter506C040 81 Linear Foot Drilled Shaft Construction, 3'-0" Diameter, Class DS1 Concrete506C043 68 Linear Foot Drilled Shaft Construction, 4'-6" Diameter, Class DS1 Concrete506G003 4 Each Crosshole Sonic Logging, 4'-6" Diameter508A000 4165 Pound Structural Steel510A000 131 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Sta 14+68.89, Approx. 244 Cu Yds510E000 614 Square Yard Grooving Concrete Bridge Decks511A071 16 Each Elastomeric Bearing Type 4 (Mark VB2)511A073 8 Each Elastomeric Bearing Type 4 (Mark VB4)513B004 468 Linear Foot Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)513B017 518 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-72

(Specialty Item)535A001 155 Linear Foot 18" Side Drain Pipe600A000 1 Lump Sum Mobilization602A000 18 Each Right Of Way Markers610C001 1300 Ton Loose Riprap, Class 2610D003 1036 Square Yard Filter Blanket, Geotextile618B003 62 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A101 6 Each 18" Side Drain Pipe End Treatment, Class 1630A001 250 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 2 Each Guardrail End Anchor, Type 20 Series630C070 2 Each Guardrail End Anchor, Type 10 Series641A740 162 Linear Foot 2 Inch P.V.C. Water Main Laid641A742 10 Linear Foot 3 Inch P.V.C. Water Main Laid641A746 1085 Linear Foot 6 Inch P.V.C. Water Main Laid641A806 260 Linear Foot 6 Inch H.D.P.E. Water Main Laid641E500 1 Each Fire Hydrant Reset641L500 2 Cubic Yard Concrete for Water Mains (Thrust Blocks)641R520 3 Each 2 Inch Water Meter And Box Reset649B625 252 Linear Foot 8 Inch Steel Encasement, Type 4 Installation650A000 850 Cubic Yard Topsoil652A100 3 Acre Seeding652C000 4 Acre Mowing656A010 3 Acre Mulching659C001 1225 Square Yard Erosion Control Product, Type S3665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665I000 96 Ton Temporary Riprap, Class 2665J002 600 Linear Foot Silt Fence665L000 260 Linear Foot Floating Basin Boom665N000 78 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 600 Linear Foot Silt Fence Removal665Q002 180 Linear Foot Wattle666A001 3 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 52,700.00)701A004 1 Mile Solid White, Class 1, Type A Traffic Stripe701A012 1 Mile Solid Yellow, Class 1, Type A Traffic Stripe726A000 80 Linear Foot Portable Concrete Safety Barriers,Type 6740B000 368 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 25 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I005 4 Each Warning Lights, Type B (Detachable Head)740M001 25 Each Ballast For Cone

015


HRRR-3603(200)JACKSON COUNTY, Alabama


TRAFFIC STRIPE, PAVEMENT MARKERS AND GUARDRAIL ON CR-77 FROMSR-79 TO THE MARSHALL COUNTY LINE



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





206D001 338 Linear Foot Removing Guardrail206E008 4 Each Removing Guardrail End Anchor (All Type)600A000 1 Lump Sum Mobilization630A001 675 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series701A030 4 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 4 Mile Solid Yellow, Class 2T, Type A Traffic Stripe703A002 40 Square Foot Traffic Control Markings, Class 2, Type A705A037 247 Each Pavement Markers, Class A-H, Type 2-D740B000 196 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone

017


HSIP-0010(533) & 99-307-215-010-101CRENSHAW COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-10 (US-29) FROMEAST OF LUVERNE (MP 150.343) TO THE PIKE COUNTY LINE



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






209A000 1 Each Mailbox Reset, Single210D021 2047 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 1428 Station Machine Grading Shoulders405A000 16532 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 102845 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A358 4542 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D424A361 9850 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B663 2776 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 70258 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization610D003 500 Square Yard Filter Blanket, Geotextile650A000 6420 Cubic Yard Topsoil652A100 24 Acre Seeding

HSIP-0010(533) , ETC. CRENSHAW County- 2 -

652C000 44 Acre Mowing656A010 24 Acre Mulching659C002 5400 Square Yard Erosion Control Product, Type S2665A000 6 Acre Temporary Seeding665B001 18 Ton Temporary Mulching665G000

July 6 2011 NTC Cover and Inserts - ALDOT Project Lettingalletting.dot.state.al.us/Prior...

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