april 1 2011 ntc cover and inserts (2)

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to Contractors Transportation Letting

April 1, 2011 10:00 a.m.

Alabama Department of Transportation 1409 Coliseum Boulevard, Room E-108

Montgomery Alabama 36110

Plans and Proposals telephone: 334.242.6444

e-mail: [email protected] fax: 334.264.7976 cell: 334.850.5328 cell: 334.850.5988

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

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

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

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

April 01, 2011COMPANY 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.

____ ____ $ 3.00 ___ 010 DE-STPNU-A197(932), WINSTON____ ____ $ 8.00 ___ 012 NH-0001(562),ETC., MADISON____ ____ $ 3.00 ___ 013 NH-0002(548), COLBERT____ ____ $ 2.00 ___ 014 NH-0021(534), TALLADEGA____ ____ $ 9.00 ___ 015 NH-0053(557), PIKE____ ____ $ 9.00 ___ 016 NH-CN11(902), HOUSTON____ ____ $ 8.00 ___ 017 NH-HSIP-0035(516), CHEROKEE____ ____ $ 5.00 ___ 020 STPAA-0025(527), JEFFERSON____ ____ $ 9.00 ___ 022 STPAA-HSIP-0010(530), HENRY____ ____ $ 3.00 ___ 028 STPOA-0207(500), LAUDERDALE____ ____ $ 7.00 ___ 030 SRTS-SR09(907), MOBILE____ ____ $ 4.00 ___ 031 SRTS-SR09(909), MARION____ ____ $ 8.00 ___ 032 SRTS-SR09(912), MONTGOMERY____ ____ $ 5.00 ___ 033 SRTS-SR10(909), COFFEE____ ____ $ 6.00 ___ 036 99-403-371-000-111, JEFFERSON____ ____ $ 5.00 ___ 037 99-403-644-000-101, WALKER,ETC.____ ____ $ 3.00 ___ 038 99-506-690-000-001 , BUTLER,ETC.____ ____ $ 14.00 ___ 039 99-509-491-188-004, MOBILE____ ____ $ 4.00 ___ 040 99-401-224-665-101, CULLMAN____ ____ $ 4.00 ___ 041 99-401-253-659-101, DEKALB____ ____ $ 4.00 ___ 042 99-401-690-000-101, MORGAN,ETC.

*Bidding diskette is not required if bidder is using Bid Express Internet Bidding Service.

__________________________________________________________________________________________PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

EACH QTY.$ 5.00 ___ EXPEDITE BIDDING SOFTWARE CD (MAY BE USED FOR ALL LETTINGS)$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: ____________

010

Notice To ContractorsFederal Aid Project No.

DE-STPNU-A197(932)WINSTON 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.,April 01, 2011, and at that time publicly opened for constructing the following:

FULL DEPTH RECLAMATION ON CR-9 FROM 0.2 MILES NORTHEAST OF SR-13TO THE THIRD WINSTON COUNTY INDUSTRIAL PARK ACCESS ROAD WEST OFLYNN

The Length Of This Project Is: 0.320 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 $3.00 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 $135,000 To $165,000The Principal Items Of Work Are Approximately As Follows:

302A000 4506 Square Yard Full Depth Reclamation, 8 Inches Thick302B000 70 Ton Portland Cement For Full Depth Reclamation401A006 4318 Square Yard Bituminous Treatment G405A000 125 Gallon Tack Coat424A340 360 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B643 455 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B047 170 Ton Aggregate Surfacing (3/4" Down,Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 7050.00)701A231 1 Mile Solid White, Class 2, Type A Traffic Stripe701A235 1 Mile Solid Yellow, Class 2, Type A Traffic Stripe705A037 40 Each Pavement Markers, Class A-H, Type 2-D740B000 200 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone

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

012


NH-0001(562) & NH-0001(563)MADISON COUNTY, Alabama


PLANING, RESURFACING, TRAFFIC STRIPE & BRIDGE RAIL RETROFIT ONSR-1 (US-231/US-431) FROM MP 341.900 NORTH OF HUNTSVILLE THROUGHMERIDIANVILLE TO MP 346.730



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

A 4.00% 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 $1,405,000 To $1,700,000The Principal Items Of Work Are Approximately As Follows:

206D001 1938 Linear Foot Removing Guardrail206E008 17 Each Removing Guardrail End Anchor (All Type)405A000 9702 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 175313 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)410H000 1 Each Material Remixing Device424A360 13097 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B655 100 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424C370 3250 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D430B040 4178 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization629E006 1224 Linear Foot Bridge Rail Retrofit,Type BC(C)NJ630A001 1888 Linear Foot Steel Beam Guardrail, Class A, Type 2630A023 2467 Linear Feet Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit)630C001 7 Each Guardrail End Anchor, Type 8630C003 3 Each Guardrail End Anchor, Type 13

NH-0001(562) , ETC. MADISON County- 2 -

630C050 8 Each Guardrail End Anchor, Type 20 Series652A100 4 Acre Seeding656A010 4 Acre Mulching665G000 200 Each Sand Bags665J002 2000 Linear Foot Silt Fence665O001 2000 Linear Foot Silt Fence Removal665Q002 800 Linear Foot Wattle666A001 4 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 90,260.00)701A227 11 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 10 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 10032 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 13 Mile Broken Temporary Traffic Stripe701C001 20 Mile Solid Temporary Traffic Stripe701G142 1743 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 1743 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1743 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G161 1225 Linear Foot Broken Black, Class W, Type B Traffic Stripe (5" Wide)701H002 3485 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 1743 Linear Foot Broken Traffic Stripe Removed (Tape)703A002 2326 Square Foot Traffic Control Markings, Class 2, Type A703B002 1010 Square Foot Traffic Control Legends, Class 2, Type A703D001 2326 Square Foot Temporary Traffic Control Markings703E001 1135 Square Foot Temporary Traffic Control Legends705A030 572 Each Pavement Markers, Class A-H, Type 2-C705A031 639 Each Pavement Markers, Class A-H, Type 1-A705A037 188 Each Pavement Markers, Class A-H, Type 2-D705A038 280 Each Pavement Markers, Class A-H, Type 2-E730H001 9550 Linear Foot Loop Wire730I001 900 Linear Foot Loop Detector Lead-In-Cable730K000 1 Each Traffic Signal Junction Box730L005 450 Linear Foot 2", Non-Metallic, Conduit740B000 1428 Square Foot Construction Signs740D000 200 Each Channelizing Drums740I005 2 Each Warning Lights, Type B (Detachable Head)741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








013


NH-0002(548)COLBERT COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-2 (WESTBOUNDLANES ONLY) FROM CR-5 (MILL CREEK LOOP) TO NEAR BROWN STREET(MP 8.700) IN CHEROKEE



The Entire Project Shall Be Completed In Forty(40) 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 $960,000 To $1,170,000The Principal Items Of Work Are Approximately As Follows:

206D001 227 Linear Foot Removing Guardrail206E008 4 Each Removing Guardrail End Anchor (All Type)305B077 1177 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 16669 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 84498 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A280 4496 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A360 2827 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A369 801 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B283 500 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,

1/2" Maximum Aggregate Size Mix, ESAL Range E424B287 1564 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

1/2" Maximum Aggregate Size Mix, ESAL Range E428C000 36344 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization

NH-0002(548) COLBERT County- 2 -

630A001 238 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 2 Each Guardrail End Anchor, Type 8630C050 1 Each Guardrail End Anchor, Type 20 Series630C070 1 Each Guardrail End Anchor, Type 10 Series680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 48,830.00)701A227 4 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 4 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 4272 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe701C001 20 Mile Solid Temporary Traffic Stripe703A002 686 Square Foot Traffic Control Markings, Class 2, Type A703B002 269 Square Foot Traffic Control Legends, Class 2, Type A703D001 532 Square Foot Temporary Traffic Control Markings705A030 180 Each Pavement Markers, Class A-H, Type 2-C705A031 224 Each Pavement Markers, Class A-H, Type 1-A740B000 892 Square Foot Construction Signs740C000 72 Square Foot Special Construction Signs740C002 24 Square Foot Special Construction Signs(Motorcycle Plaque)740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit








014


NH-0021(534)TALLADEGA COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-21 FROM COUNTRYCLUB DRIVE IN SYLACAUGA TO SOUTH OF SR-76 (MP 220.377)



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






206D001 596 Linear Foot Removing Guardrail206E008 12 Each Removing Guardrail End Anchor (All Type)209A000 4 Each Mailbox Reset, Single401B100 125942 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 12600 Gallon Tack Coat407B000 9 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 126750 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 10234 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424A369 300 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B654 300 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B658 31893 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B661 200 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D

NH-0021(534) TALLADEGA County- 2 -

428C000 12444 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 800 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 596 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 2 Each Guardrail End Anchor, Type 13630C070 10 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 162,878.00)701A227 17 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 14 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 7 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 360 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 19 Mile Broken Temporary Traffic Stripe701C001 91 Mile Solid Temporary Traffic Stripe703A002 3630 Square Foot Traffic Control Markings, Class 2, Type A703B002 225 Square Foot Traffic Control Legends, Class 2, Type A703D001 560 Square Foot Temporary Traffic Control Markings740B000 1588 Square Foot Construction Signs740C000 160 Square Foot Special Construction Signs740C002 30 Square Foot Special Construction Signs(Motorcycle Plaque)740O000 1 Each Pilot Car








015


NH-0053(557)PIKE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-53 (US-231) FROMMONTICELLO DRIVE IN TROY TO NORTH OF CR-84



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






206D001 238 Linear Foot Removing Guardrail405A000 16815 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 224197 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A278 500 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range E424A281 15750 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E424A361 2747 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 74433 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization629E013 948 Linear Foot Bridge Rail Retrofit,Type BC(NJ)630C050 6 Each Guardrail End Anchor, Type 20 Series680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 94,100.00)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 10 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)

NH-0053(557) PIKE County- 2 -

701B207 15385 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe701C001 21 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)701G142 1036 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 1036 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1036 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 3500 Square Foot Traffic Control Markings, Class 2, Type A703B002 1166 Square Foot Traffic Control Legends, Class 2, Type A703D001 2056 Square Foot Temporary Traffic Control Markings705A030 1250 Each Pavement Markers, Class A-H, Type 2-C705A031 630 Each Pavement Markers, Class A-H, Type 1-A705A037 60 Each Pavement Markers, Class A-H, Type 2-D740B000 1515 Square Foot Construction Signs740D000 250 Each Channelizing Drums740E000 130 Each Cones (36 Inches High)740I005 6 Each Warning Lights, Type B (Detachable Head)740M001 130 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2








016


NH-CN11(902)HOUSTON COUNTY, Alabama


SANITARY SEWER LIFT STATION AND FORCE MAIN AT THE SR-1 (US-231)REST AREA SOUTH OF DOTHAN



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






206C003 6 Square Yard Removing Concrete Flumes206D000 73 Linear Foot Removing Pipe206D002 18 Linear Foot Removing Curb206E002 1 Each Removing Junction Boxes210D021 50 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214B001 15 Cubic Yard Foundation Backfill, Commercial430B000 70 Ton Aggregate Surfacing (ALDOT #467 Or #57)600A000 1 Lump Sum Mobilization614A000 1 Cubic Yard Slope Paving618B003 83 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)623A001 18 Linear Foot Concrete Gutter (Valley)641A564 70 Linear Foot 1 Inch P.V.C. Water Service Line Laid641J514 2 Each 4 Inch Gate Valve With Box645A548 36 Linear Foot 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid645A650 9311 Linear Foot 4 Inch P.V.C. Sanitary Sewer Force Main Pipe Laid645H510 1 Each 48 Inch Manhole645M500 2 Each Connection To Existing Manhole645O516 3 Each 4 Inch Air And Vacuum Valve Assembly645P500 1 Each Sanitary Sewer Lift Station649A736 499 Linear Foot 10 Inch Steel Encasement Pipe, Type 3 Installation

NH-CN11(902) HOUSTON County- 2 -

649A830 170 Linear Foot 4 Inch HDPE Encasement Pipe, Type 3 Installation650A000 930 Cubic Yard Topsoil652A100 2 Acre Seeding652C000 4 Acre Mowing654A001 200 Square Yard Solid Sodding (Bermuda)656A010 2 Acre Mulching665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665J002 8691 Linear Foot Silt Fence665O001 8691 Linear Foot Silt Fence Removal666A001 2 Acre Pest Control Treatment674A000 360 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 15,500.00)740B000 637 Square Foot Construction Signs740F002 2 Each Barricades, Type III








017


NH-HSIP-0035(516)CHEROKEE COUNTY, Alabama


PLANING, RESURFACING, DRAINAGE AND TRAFFIC STRIPE ON SR-35 FROMCR-9 (MP 0.00) AT LAWRENCE TO NEAR WATSON'S CROSSROADS (MP 7.33)



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






206E000 8 Each Removing Headwalls206E008 8 Each Removing Guardrail End Anchor (All Type)210D000 703 Cubic Yard Borrow Excavation214A000 371 Cubic Yard Structure Excavation214B001 89 Cubic Yard Foundation Backfill, Commercial405A000 8027 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 121657 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)410H000 1 Each Material Remixing Device424A360 8606 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B650 11793 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B662 1020 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 77405 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 5284 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)502A000 28128 Pound Steel Reinforcement

NH-HSIP-0035(516) CHEROKEE County- 2 -

524B010 154 Cubic Yard Culvert Concrete Extension530A106 24 Linear Foot 48" Roadway Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization610A003 256 Square Yard Loose Riprap,Class 2,18" Thick610D003 256 Square Yard Filter Blanket, Geotextile619A057 2 Each 48" Roadway Pipe End Treatment, Class 2620A000 1 Cubic Yard Minor Structure Concrete630A001 600 Linear Foot Steel Beam Guardrail, Class A, Type 2630A023 1343 Linear Feet Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit)630C050 8 Each Guardrail End Anchor, Type 20 Series652A100 3 Acre Seeding656A010 3 Acre Mulching665J002 5500 Linear Foot Silt Fence665L000 350 Linear Foot Floating Basin Boom665O001 5500 Linear Foot Silt Fence Removal665Q002 250 Linear Foot Wattle666A001 3 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 100,355.00)701A227 15 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 8 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 11 Mile Broken Temporary Traffic Stripe701C001 44 Mile Solid Temporary Traffic Stripe701G251 300 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 814 Square Foot Traffic Control Markings, Class 2, Type A703D001 1628 Square Foot Temporary Traffic Control Markings705A032 243 Each Pavement Markers, Class A-H, Type 1-B705A037 615 Each Pavement Markers, Class A-H, Type 2-D740B000 568 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone








020


STPAA-0025(527)JEFFERSON COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-25 FROM SR-4(US-78) IN LEEDS TO THE ST. CLAIR COUNTY LINE









209A000 1 Each Mailbox Reset, Single305B077 500 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 2187 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 25567 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 5731 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410H000 1 Each Material Remixing Device424A360 1978 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B651 717 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization618A000 112 Square Yard Concrete Sidewalk, 4" Thick623C004 134 Linear Foot Combination Curb & Gutter, Type C (Special)698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 20,400.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)

STPAA-0025(527) JEFFERSON County- 2 -

701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 27 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 2 Mile Solid Temporary Traffic Stripe703A002 698 Square Foot Traffic Control Markings, Class 2, Type A703B002 761 Square Foot Traffic Control Legends, Class 2, Type A703D001 324 Square Foot Temporary Traffic Control Markings705A032 60 Each Pavement Markers, Class A-H, Type 1-B705A037 83 Each Pavement Markers, Class A-H, Type 2-D730H001 1670 Linear Foot Loop Wire730I001 100 Linear Foot Loop Detector Lead-In-Cable740B000 715 Square Foot Construction Signs740C000 64 Square Foot Special Construction Signs740C002 12 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 80 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car742A001 2 Each Portable Changeable Message Sign, Type 2








022

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0010(530)HENRY COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-10 FROM BARBOURCOUNTY LINE TO 0.4 MILES WEST OF CR-25 NORTHWEST OF ABBEVILLE









210D021 3684 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 621 Station Machine Grading Shoulders405A000 13733 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 84341 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A358 100 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D424A361 8148 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B650 6959 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B663 2410 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 61546 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization650A000 9198 Cubic Yard Topsoil

STPAA-HSIP-0010(530) HENRY County- 2 -

652A100 23 Acre Seeding652C000 53 Acre Mowing656A010 23 Acre Mulching659C002 5500 Square Yard Erosion Control Product, Type S2665G000 480 Each Sand Bags665J002 12500 Linear Foot Silt Fence665O001 12500 Linear Foot Silt Fence Removal665P005 12 Each Inlet Protection, Stage 3 Or 4665Q002 3300 Linear Foot Wattle666A001 23 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 82,000.00)701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 4 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 11 Mile Broken Temporary Traffic Stripe701C001 19 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 1476 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 738 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 160 Square Foot Traffic Control Markings, Class 2, Type A703D001 160 Square Foot Temporary Traffic Control Markings705A032 180 Each Pavement Markers, Class A-H, Type 1-B705A037 440 Each Pavement Markers, Class A-H, Type 2-D740B000 1173 Square Foot Construction Signs740E000 130 Each Cones (36 Inches High)740M001 130 Each Ballast For Cone740O000 1 Each Pilot Car








028


STPOA-0207(500)LAUDERDALE COUNTY, Alabama


PLANING, RESURFACING AND TRAFFIC STRIPE ON SR-207 FROM SR-2 INROGERSVILLE TO NEAR ROGERSVILLE HEIGHTS (MP 1.605)








209A000 4 Each Mailbox Reset, Single305B077 323 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 1654 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 7822 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 25247 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A340 2582 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B638 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1/2"Maximum Aggregate Size Mix, ESAL Range A/B424B640 300 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B642 1140 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B428C000 10876 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 21,900.00)701A227 2 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 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)

STPOA-0207(500) LAUDERDALE County- 2 -

701C000 3 Mile Broken Temporary Traffic Stripe701C001 14 Mile Solid Temporary Traffic Stripe703A002 1762 Square Foot Traffic Control Markings, Class 2, Type A703D001 384 Square Foot Temporary Traffic Control Markings705A032 140 Each Pavement Markers, Class A-H, Type 1-B705A037 130 Each Pavement Markers, Class A-H, Type 2-D705A038 62 Each Pavement Markers, Class A-H, Type 2-E740B000 551 Square Foot Construction Signs740C000 36 Square Foot Special Construction Signs740C002 12 Square Foot Special Construction Signs(Motorcycle Plaque)740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone740O000 1 Each Pilot Car








030


SRTS-SR09(907)MOBILE COUNTY, Alabama


SIDEWALKS, CROSSWALKS AND SIGNING ON BAKER ROAD AT THE ROBERT E. LEEELEMENTARY AND INTERMEDIATE SCHOOLS IN SATSUMA



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





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

206D000 14 Linear Foot Removing Pipe209A000 2 Each Mailbox Reset, Single210A000 360 Cubic Yard Unclassified Excavation210D021 500 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)535A078 24 Linear Foot 15" Side Drain Pipe (Class 3 R.C.)535A080 32 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)535A410 124 Linear Foot 15" Side Drain Pipe (Class 3 R.C.) (Extension)535A411 64 Linear Foot 18" Side Drain Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization618A000 803 Square Yard Concrete Sidewalk, 4" Thick618B003 32 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A100 2 Each 15" Side Drain Pipe End Treatment, Class 1619A101 2 Each 18" Side Drain Pipe End Treatment, Class 1640B002 1 Lump Sum Underground Utility Adjustment (Electrical)650A000 200 Cubic Yard Topsoil652A100 1 Acre Seeding654A000 750 Square Yard Solid Sodding656A010 1 Acre Mulching661B000 50 Each Transplanting Shrubs, 4" Diameter665J002 281 Linear Foot Silt Fence

SRTS-SR09(907) MOBILE County- 2 -

665O001 281 Linear Foot Silt Fence Removal665Q002 100 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 5,615.00)703A002 1079 Square Foot Traffic Control Markings, Class 2, Type A710A115 53 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel

Flat Sign Panels 14 Gauge (Type III Or Type IV Background)710B001 50 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)740B000 368 Square Foot Construction Signs740D000 20 Each Channelizing Drums740E000 15 Each Cones (36 Inches High)740M001 15 Each Ballast For Cone








031


SRTS-SR09(909)MARION COUNTY, Alabama


PEDESTRIAN IMPROVEMENTS ALONG SCHOOL STREET IN BRILLIANT








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

206C001 200 Square Yard Removing Concrete Pavement206D000 112 Linear Foot Removing Pipe210A000 264 Cubic Yard Unclassified Excavation210D000 779 Cubic Yard Borrow Excavation214A000 50 Cubic Yard Structure Excavation424A284 30 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range E530A001 22 Linear Foot 18" Roadway Pipe (Class 3 R.C.)533A098 148 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization618A000 820 Square Yard Concrete Sidewalk, 4" Thick619A002 2 Each 18" Roadway Pipe End Treatment, Class 1620A000 5 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P621C015 4 Each Inlets, Type S1 Or S3 (1 Wing)621C027 1 Each Inlets, Type C623A003 300 Linear Foot Concrete Gutter (4' 0" Wide)623C000 1792 Linear Foot Combination Curb & Gutter, Type C637A000 120 Linear Foot Fence Reset650B000 240 Cubic Yard Topsoil From Stockpiles652A100 1 Acre Seeding

SRTS-SR09(909) MARION County- 2 -

656A010 1 Acre Mulching665F000 50 Each Hay Bales665G000 50 Each Sand Bags665J002 1800 Linear Foot Silt Fence665O001 1800 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls703A000 1322 Square Foot Traffic Control Markings, Class 1, Type A710A027 28 Square Foot Class 2, Aluminum Flat Sign Panels 0.04" Thickness

(Type III Background)710B001 39 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)740B000 64 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone








032


SRTS-SR09(912)MONTGOMERY COUNTY, Alabama


PEDESTRIAN IMPROVEMENTS AT CHISHOLM ELEMENTARY, HARRISONELEMENTARY AND CARVER ELEMENTARY SCHOOLS IN MONTGOMERY








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

206C018 648 Square Yard Removing Asphalt Sidewalk206D002 30 Linear Foot Removing Curb210A000 596 Cubic Yard Unclassified Excavation210D021 298 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)600A000 1 Lump Sum Mobilization618A000 1293 Square Yard Concrete Sidewalk, 4" Thick621F030 1 Each Manhole Height Adjustment623C000 24 Linear Foot Combination Curb & Gutter, Type C641R515 1 Each 1 Inch Water Meter And Box Reset652A100 1 Acre Seeding654A000 1038 Square Yard Solid Sodding656A010 1 Acre Mulching665F000 50 Each Hay Bales665J002 2335 Linear Foot Silt Fence665O001 2335 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 4,000.00)703A002 3225 Square Foot Traffic Control Markings, Class 2, Type A703B002 856 Square Foot Traffic Control Legends, Class 2, Type A710A115 378 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel

Flat Sign Panels 14 Gauge (Type III Or Type IV Background)

SRTS-SR09(912) MONTGOMERY County- 2 -

710B001 144 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)710B002 192 Linear Foot Roadway Sign Post (2" O.D. Steel Uniform Diameter)710C000 1 Lump Sum Removal Of Existing Roadway Signs740B000 568 Square Foot Construction Signs740E000 40 Each Cones (36 Inches High)740M001 40 Each Ballast For Cone








033


SRTS-SR10(909)COFFEE COUNTY, Alabama


PEDESTRIAN IMPROVEMENTS ON TAYLOR MILL ROAD AT TIGER DRIVE IN ELBA








210A000 6 Cubic Yard Unclassified Excavation600A000 1 Lump Sum Mobilization620A000 20 Cubic Yard Minor Structure Concrete654A001 60 Square Yard Solid Sodding (Bermuda)665J002 50 Linear Foot Silt Fence665O001 50 Linear Foot Silt Fence Removal665Q002 50 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls703A002 263 Square Foot Traffic Control Markings, Class 2, Type A703B002 341 Square Foot Traffic Control Legends, Class 2, Type A710A115 52 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel

Flat Sign Panels 14 Gauge (Type III Or Type IV Background)710B001 72 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit ( Hwy 50 & Tiger Dr.)730L002 30 Linear Foot 1", Metallic, Conduit730P021 4 Each Vehicular Signal Head, 12 Inch, 2 Section, Type LED730T000 3 Each Wood Pole730Y100 1 Lump Sum Furnishing And Installing Pedestal Pole And Foundation With

Illuminated School Zone Sign740B000 208 Square Foot Construction Signs740D000 30 Each Channelizing Drums740E000 20 Each Cones (36 Inches High)

SRTS-SR10(909) COFFEE County- 2 -

740M001 20 Each Ballast For Cone747B000 1 Each Portable Speed Radar Detection Device792A000 3 Each Site Furnishings ( Loop Bicycle Rack)








036

Notice To ContractorsState Maintenance Project No.

99-403-371-000-111JEFFERSON COUNTY, Alabama

M a i n t e n a n c e


MAINTENANCE ROADSIDE MOWING ALONG I-20, I-59, I-65, I-459 ANDSR-4 (CORRIDOR X) AT VARIOUS LOCATIONS AS INDICATED BY THE PLANS


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




655A009 3 Cycle Maintenance Roadside Mowing (Approximately 2660 Acres)655A010 1 Cycle Maintenance Roadside Mowing (Approximately 3079 Acres)698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 27,609.60)740B000 640 Square Foot Construction Signs




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."



037


99-403-644-000-101WALKER AND JEFFERSON COUNTIES, Alabama



MAINTENANCE ROADSIDE MOWING ALONG SR-4 (US-78) (CORRIDORX-FUTURE I-22) FROM THE MARION COUNTY LINE TO THE HILLCRESTROAD INTERCHANGE IN ADAMSVILLE


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




655A009 3 Cycle Maintenance Roadside Mowing (Approximately 1487 Acres)655A010 1 Cycle Maintenance Roadside Mowing (Approximately 2706 Acres)698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 19,100.00)740B000 256 Square Foot Construction Signs







038


99-506-690-000-001BUTLER, DALLAS, AUTAUGA, MACON

AND ELMORE COUNTIES, Alabama



BRIDGE COATING ON VARIOUS STRUCTURES (7) AT SITES AS INDICATEDBY THE PLANS


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




430B050 500 Ton Aggregate Surfacing(ALDOT#1)521B001 1 Lump Sum Coating Existing Bridge At MP 133.727 on SR 3521B002 1 Lump Sum Coating Existing Bridge At MP 108.544 on SR 14521B003 1 Lump Sum Coating Existing Bridge At MP 112.725 on SR 14521B004 1 Lump Sum Coating Existing Bridge At MP 188.596 on I-65521B005 1 Lump Sum Coating Existing Bridge At MP 0.797 on SR 186521B006 1 Lump Sum Coating Existing Bridge At MP 165.203 on SR 21 SBL521B007 1 Lump Sum Coating Existing Bridge At MP 165.203 on SR 21 NBL600A000 1 Lump Sum Mobilization740B000 2396 Square Foot Construction Signs740D000 500 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 1 Each Portable Changeable Message Sign, Type 2







039


99-509-491-188-004MOBILE COUNTY, Alabama



BRIDGE COATING ON SR-188 AT BAYOU LA BATRE IN BAYOU LA BATRE


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




521B000 1 Lump Sum Coating Existing Bridge At M.P. 8.511600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 9,250.00)740B000 825 Square Foot Construction Signs740D000 50 Each Channelizing Drums740F002 6 Each Barricades, Type III742A001 2 Each Portable Changeable Message Sign, Type 2







040


99-401-224-665-101CULLMAN COUNTY, Alabama



MAINTENANCE ROADSIDE MOWING AND LITTER COLLECTION ALONG I-65FROM THE BLOUNT COUNTY LINE TO THE MORGAN COUNTY LINE


The Entire Project Shall Be Completed In Twenty Four(24) Working Days.




655A009 3 Cycle Maintenance Roadside Mowing (Approximately 408 Acres)655F000 3 Cycle Litter Collection (Approximately 408 Acres)698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 5,300.00)740B000 128 Square Foot Construction Signs







041


99-401-253-659-101DEKALB COUNTY, Alabama



MAINTENANCE ROADSIDE MOWING AND LITTER COLLECTION ALONG I-59FROM THE ETOWAH COUNTY LINE TO THE GEORGIA STATE LINE


The Entire Project Shall Be Completed In Forty Two(42) Working Days.











042


99-401-690-000-101MORGAN, LIMESTONE AND MADISON COUNTIES, Alabama



MAINTENANCE ROADSIDE MOWING AND LITTER COLLECTION ALONG I-65 ANDI-565 AT SITES AS INDICATED BY THE PLANS


The Entire Project Shall Be Completed In Seventy Two(72) Working Days.











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