alabamaalletting.dot.state.al.us/prior lettings/2012 prior... · 2012-11-19 · alabama department...

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation LettingDecember 12, 2012

10:00 am

Alabama Department of Transportation1409 Coliseum Boulevard, Room E-108

Montgomery Alabama 36110

Plans and Proposalstelephone: 334.242.6444

e-mail: [email protected]: 334.264.7976cell: 334.322.1754cell: 334.850.5328

December 12, 2012

COMPANY NAME: ______________________________________________ BY: ____________________

SHIPPING ADDRESS: ______________________________________________

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

MAIL ADDRESS: ______________________________________________

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

______ WILL PICK UP

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

BIDDINGPROPOSAL PLANS PLANS(ONE EACH) PRICE QTY.

$5.00 ____ $ 36.00 ____ 001 IM-I065(405), MOBILE$5.00 ____ $ 19.00 ____ 002 IM-I459(307), JEFFERSON$5.00 ____ $ 28.00 ____ 003 IM-I085(334), MACON,ETC.$5.00 ____ $ 99.00 ____ 005 NHF-0013(572), LAUDERDALE$5.00 ____ $ 9.00 ____ 008 DE-AL97(930), JEFFERSON

__________________________________________________________________________________________PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

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

__________________________________________________________________________________________

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

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

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

001

Notice To ContractorsFederal Aid Project No.

IM-I065(405)MOBILE COUNTY, Alabama

Sealed bids will be received by the Director Of Transportation at the office ofthe Alabama Department Of Transportation, Montgomery, Alabama until 10 AM.,December 12, 2012, and at that time publicly opened for constructing the following:

PLANING, RESURFACING AND TRAFFIC STRIPE ON I-65 FROM NORTH OF SR-158(MP 13.648) IN SARALAND TO NORTH OF SR-13 (US-43) (MP 19.988)

The Length Of This Project Is: 6.340 Miles.

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

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

A 4.00% DBE Contract Obligation Is Required.

A Bidding Proposal may be purchased for $5.00.Plans may be purchased for $36.00 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 $8,550,000 To $10,450,000The Principal Items Of Work Are Approximately As Follows:

206B009 1 Lump Sum Removal Of Old Box Culvert, Partial, Station MP 16.0 RT206B010 1 Lump Sum Removal Of Old Box Culvert, Partial, Station MP 16.0 LT206C003 1295 Square Yard Removing Concrete Flumes206D000 45 Linear Foot Removing Pipe206D001 4650 Linear Foot Removing Guardrail206E000 6 Each Removing Headwalls206E001 2 Each Removing Inlets206E008 38 Each Removing Guardrail End Anchor (All Type)210A000 2908 Cubic Yard Unclassified Excavation210D001 4923 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 245 Cubic Yard Structure Excavation214B000 125 Cubic Yard Foundation Backfill, Local214B001 139 Cubic Yard Foundation Backfill, Commercial230A000 15 Roadbed Station Roadbed Processing301A012 2678 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 2678 Square Yard Bituminous Treatment A405A000 12566 Gallon Tack Coat

IM-I065(405) MOBILE County- 2 -

407B000 26 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 712 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 60219 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 241751 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)408A054 25891 Square Yard Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick)408A055 5048 Square Yard Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick)408A058 25361 Square Yard Planing Existing Pavement (Approximately 7.10" Thru 8.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device420A015 9008 Ton Polymer Modified Open Graded Friction Course423A003 17473 Ton Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size423B001 27392 Ton Stone Matrix Asphalt Binder Layer, 1.0" Maximum Aggregate Size424A280 688 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range E424A360 10585 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B281 1137 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B581 1282 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range E424B588 2448 Ton Superpave Bituminous Concrete Lower Binder Layer, Leveling,

3/4" Maximum Aggregate Size Mix, ESAL E424B651 9440 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 303 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 260210 Linear Foot Scoring Bituminous Pavement Surface By Cutting502A000 11364 Pound Steel Reinforcement524B010 82 Cubic Yard Culvert Concrete Extension530A001 96 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A103 12 Linear Foot 30" Roadway Pipe (Class 3 R.C.) (Extension)530A104 28 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)530A105 16 Linear Foot 42" Roadway Pipe (Class 3 R.C.) (Extension)530B013 22 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.) (Extension)530B016 30 Linear Foot 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.) (Extension)530B017 12 Linear Foot 59" Span, 36" Rise Roadway Pipe (Class 3 R.C.) (Extension)534E000 165 Linear Foot Cleaning Existing Culvert (Less Than Or Equal To 48"

Horizontal Opening)534E001 2015 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)534F000 1949 Linear Foot Cleaning Existing Culvert (Greater Than 48" Horizontal Opening)534F001 345 Linear Foot Cleaning Existing Pipe (Greater Than 48" Horizontal Opening)600A000 1 Lump Sum Mobilization605A001 1000 Linear Foot Pavement Edge Drain605B000 5 Each Special Underdrain Outlet, Type A605B001 5 Each Special Underdrain Outlet, Type B610D003 1387 Square Yard Filter Blanket, Geotextile614A000 212 Cubic Yard Slope Paving619A004 1 Each 30" Roadway Pipe End Treatment, Class 1619A005 2 Each 36" Roadway Pipe End Treatment, Class 1619A006 1 Each 42" Roadway Pipe End Treatment, Class 1619A101 2 Each 18" Side Drain Pipe End Treatment, Class 1619B020 2 Each 51" Span, 31" Rise Roadway Pipe End Treatment, Class 1619B021 1 Each 59" Span, 36" Rise Roadway Pipe End Treatment, Class 1619B267 1 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1 (Double Line)620A000 3 Cubic Yard Minor Structure Concrete621A019 4 Each Junction Boxes, Type 1 Or 2P621B014 2 Each Junction Box Units, Type 1 Or 2P629E013 7290 Linear Foot Bridge Rail Retrofit,Type BC(NJ)630A001 4780 Linear Foot Steel Beam Guardrail, Class A, Type 2630C000 4 Each Guardrail End Anchor, Type 10630C001 20 Each Guardrail End Anchor, Type 8630C003 7 Each Guardrail End Anchor, Type 13630C050 7 Each Guardrail End Anchor, Type 20 Series650A000 10 Cubic Yard Topsoil650B000 2359 Cubic Yard Topsoil From Stockpiles652A100 6 Acre Seeding652C000 12 Acre Mowing654A000 377 Square Yard Solid Sodding656A010 6 Acre Mulching

IM-I065(405) MOBILE County- 3 -

659C000 14870 Square Yard Erosion Control Product, Type S4659C001 840 Square Yard Erosion Control Product, Type S3665A000 12 Acre Temporary Seeding665B001 24 Ton Temporary Mulching665E000 25540 Square Yard Polyethylene665G000 500 Each Sand Bags665I000 500 Ton Temporary Riprap, Class 2665J002 10000 Linear Foot Silt Fence665K000 500 Cubic Yard Drainage Sump Excavation665O001 10000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle666A001 6 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 436,900.00)701A087 1 Mile Broken White, Class W, Type A Traffic Stripe (5" Wide)701A091 1 Mile Solid White, Class W, Type A Traffic Stripe (5" Wide)701A099 1 Mile Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701A227 14 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 15 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 14 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 4577 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 17 Mile Broken Temporary Traffic Stripe701C001 35 Mile Solid Temporary Traffic Stripe701F000 4577 Linear Foot Dotted Temporary Traffic Stripe703A002 5480 Square Foot Traffic Control Markings, Class 2, Type A703B002 292 Square Foot Traffic Control Legends, Class 2, Type A703D001 5480 Square Foot Temporary Traffic Control Markings705A030 939 Each Pavement Markers, Class A-H, Type 2-C705A031 2546 Each Pavement Markers, Class A-H, Type 1-A705A032 421 Each Pavement Markers, Class A-H, Type 1-B726A000 100 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 10 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D025 1 Each Portable Impact Attenuator Assembly (Unidirectional,TL-3)730H001 672 Linear Foot Loop Wire731A000 4 Each Traffic Counting Units, Type A740B000 1923 Square Foot Construction Signs740C000 110 Square Foot Special Construction Signs740C002 25 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 1604 Each Channelizing Drums740F002 6 Each Barricades, Type III740I002 3 Each Warning Lights, Type B741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A003 2 Each Portable Changeable Message Sign, Type 3999 000 520 Hour Trainee Hours At 80 Cents Per Hour

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

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

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

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

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

The right to reject any or all bids is reserved.

JOHN R. COOPERTransportation Director

002


IM-I459(307)JEFFERSON COUNTY, Alabama


MICRO-MILLING, RESURFACING AND TRAFFIC STRIPE ON I-459 FROMSOUTH OF SR-38 (US-280) TO CR-143 (GRANTS MILL ROAD) IN MOUNTAINBROOK



The Entire Project Shall Be Completed By August 30, 2013.


A Bidding Proposal may be purchased for $ 5.00.Plans may be purchased for $ 19.00 per set.





206D001 3315 Linear Foot Removing Guardrail206E008 52 Each Removing Guardrail End Anchor (All Type)210D001 2285 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)404H000 1202 Gallon Paver-Laid Surface Treatment Tack Coat404I000 773 Ton Paver-Laid Surface Treatment Plant Mix405A000 41918 Gallon Tack Coat407B000 96 Mile Joint Sealant For Hot Mix Asphalt Pavement408B000 501633 Square Yard Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick)408B001 4746 Square Yard Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick)410H000 1 Each Material Remixing Device423A003 28002 Ton Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size424A360 18407 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B584 6000 Ton Superpave Bituminous Concrete Lower Binder Layer, Patching,

3/4" Maximum Aggregate Size Mix, ESAL E428C000 143496 Linear Foot Scoring Bituminous Pavement Surface By Cutting534A000 129 Each Cleaning Pipe Underdrain Outlets600A000 1 Lump Sum Mobilization

IM-I459(307) JEFFERSON County- 2 -

605B000 20 Each Special Underdrain Outlet, Type A629A060 9044 Linear Foot Concrete Median Or Safety Barrier Vertical Extension, Type

10 Modified629A061 500 Linear Foot Concrete Median Or Safety Barrier Vertical Extension, Type 5 Modified629A062 29904 Linear Foot Concrete Median Or Safety Barrier Vertical Extension, Type 2 Modified629A063 80 Linear Foot Concrete Median Or Safety Barrier Vertical Extension, Type 5 Special629C001 10 Each Concrete Median Or Safety Barrier End Section (Type TES Modified)630A001 8916 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 27 Each Guardrail End Anchor, Type 8630C003 12 Each Guardrail End Anchor, Type 13630C070 33 Each Guardrail End Anchor, Type 10 Series650A000 1822 Cubic Yard Topsoil654A000 15048 Square Yard Solid Sodding656A010 4 Acre Mulching665G000 1000 Each Sand Bags665J002 28750 Linear Foot Silt Fence665O001 28750 Linear Foot Silt Fence Removal665P005 251 Each Inlet Protection, Stage 3 Or 4665Q002 3820 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 419,800.00)701A227 17 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 17 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 29 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B027 854 Linear Foot Dotted, Class W, Type A Traffic Stripe (5" Wide)701B207 6964 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 59 Mile Broken Temporary Traffic Stripe701C001 73 Mile Solid Temporary Traffic Stripe701F000 14622 Linear Foot Dotted Temporary Traffic Stripe701G142 7422 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 4479 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 4279 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G161 5316 Linear Foot Broken Black, Class W, Type B Traffic Stripe (5" Wide)701H002 8757 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 7422 Linear Foot Broken Traffic Stripe Removed (Tape)701H012 854 Linear Foot Dotted Traffic Stripe Removed (Tape)703A002 14639 Square Foot Traffic Control Markings, Class 2, Type A703A011 163 Square Foot Traffic Control Markings, Class W, Type A703B002 396 Square Foot Traffic Control Legends, Class 2, Type A703B011 113 Square Foot Traffic Control Legends, Class W, Type A703C003 308 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Tape)703D001 681 Square Foot Temporary Traffic Control Markings705A030 1141 Each Pavement Markers, Class A-H, Type 2-C705A031 5536 Each Pavement Markers, Class A-H, Type 1-A705A032 277 Each Pavement Markers, Class A-H, Type 1-B705A037 9 Each Pavement Markers, Class A-H, Type 2-D705A038 49 Each Pavement Markers, Class A-H, Type 2-E707G000 1978 Each Barrier Rail Mounted Delineator (Mono-Directional)709B000 2 Each Milepost Reset728A000 1 Each Truck Mounted Impact Attenuator Unit740B000 3510 Square Foot Construction Signs740C000 613 Square Foot Special Construction Signs740C002 175 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 825 Each Channelizing Drums740E000 75 Each Cones (36 Inches High)740I002 11 Each Warning Lights, Type B740M001 75 Each Ballast For Cone741C010 6 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2999 000 880 Hour Trainee Hours At 80 Cents Per Hour

003


IM-I085(334)MACON AND MONTGOMERY COUNTIES, Alabama


PLANING, RESURFACING, DRAINAGE AND TRAFFIC STRIPE ON I-85 FROMMP 18.280 TO MP 21.502 IN SHORTER AND FROM MP 35.836 TO THE LEECOUNTY LINE (MP 47.460)



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


A Bidding Proposal may be purchased for $ 5.00.Plans may be purchased for $ 28.00 per set.





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

206C002 202 Square Yard Removing Concrete Slope Paving206D001 68235 Linear Foot Removing Guardrail206D011 1940 Linear Foot Removing Fence206E000 24 Each Removing Headwalls206E008 201 Each Removing Guardrail End Anchor (All Type)210A000 8656 Cubic Yard Unclassified Excavation210D021 16698 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 2876 Station Machine Grading Shoulders214A000 922 Cubic Yard Structure Excavation214B001 150 Cubic Yard Foundation Backfill, Commercial305B077 200 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 96000 Gallon Tack Coat407B000 31 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 270000 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 387000 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410C000 1 Each Contractor Retained Profilograph

IM-I085(334) MACON , ETC. Counties- 2 -

410H000 1 Each Material Remixing Device423A003 36600 Ton Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size423B002 52200 Ton Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size424A281 1600 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E424A360 15600 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A364 300 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B584 500 Ton Superpave Bituminous Concrete Lower Binder Layer, Patching,

3/4" Maximum Aggregate Size Mix, ESAL E424B588 7600 Ton Superpave Bituminous Concrete Lower Binder Layer, Leveling,

3/4" Maximum Aggregate Size Mix, ESAL E424B650 18900 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 710 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B688 3400 Ton Superpave Bituminous Concrete Lower Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424C360 710 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 288000 Linear Foot Scoring Bituminous Pavement Surface By Cutting530A003 16 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A101 40 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530A102 94 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530A103 72 Linear Foot 30" Roadway Pipe (Class 3 R.C.) (Extension)530A104 24 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)530A105 16 Linear Foot 42" Roadway Pipe (Class 3 R.C.) (Extension)530A107 72 Linear Foot 54" Roadway Pipe (Class 3 R.C.) (Extension)530A108 40 Linear Foot 60" Roadway Pipe (Class 3 R.C.) (Extension)530B003 24 Linear Foot 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.)530B005 32 Linear Foot 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.)530B016 56 Linear Foot 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.) (Extension)530B018 16 Linear Foot 65" Span, 40" Rise Roadway Pipe (Class 3 R.C.) (Extension)534A000 2 Each Cleaning Pipe Underdrain Outlets534E001 1000 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)600A000 1 Lump Sum Mobilization605B000 2 Each Special Underdrain Outlet, Type A614A000 145 Cubic Yard Slope Paving619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A003 4 Each 24" Roadway Pipe End Treatment, Class 1619A004 3 Each 30" Roadway Pipe End Treatment, Class 1619A005 1 Each 36" Roadway Pipe End Treatment, Class 1619A006 1 Each 42" Roadway Pipe End Treatment, Class 1619A008 3 Each 54" Roadway Pipe End Treatment, Class 1619A009 2 Each 60" Roadway Pipe End Treatment, Class 1619A103 1 Each 30" Side Drain Pipe End Treatment, Class 1619B018 1 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1619B020 3 Each 51" Span, 31" Rise Roadway Pipe End Treatment, Class 1619B147 1 Each 65" Span, 40" Rise Side Drain Pipe End Treatment, Class 2620A000 10 Cubic Yard Minor Structure Concrete621A011 4 Each Junction Boxes, Type 1 Or 1P621B011 2 Each Junction Box Units, Type 1 Or 1P621C003 1 Each Inlets, Type CD621C004 1 Each Inlets, Type GH621C006 1 Each Inlets, Type KL621G001 34 Each Inlet Grates, Type 1629D000 4 Each Bridge Guardrail Retrofit, Type IC629D001 3 Each Bridge Guardrail Retrofit, Type C629E015 11427 Linear Foot Bridge Rail Retrofit, Type SC(CB)630A001 69296 Linear Foot Steel Beam Guardrail, Class A, Type 2630A033 1600 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C001 72 Each Guardrail End Anchor, Type 8630C003 29 Each Guardrail End Anchor, Type 13630C050 5 Each Guardrail End Anchor, Type 20 Series630C070 85 Each Guardrail End Anchor, Type 10 Series634D000 11 Each Gate, 14 Feet Wide, Complete With Fittings (With Barbed Wire)635A001 1940 Linear Foot Woven Wire Fence (Metal Post)650A000 15986 Cubic Yard Topsoil

IM-I085(334) MACON , ETC. Counties- 3 -

652A100 64 Acre Seeding652C000 1200 Acre Mowing654A001 1519 Square Yard Solid Sodding (Bermuda)656A010 64 Acre Mulching659C000 3500 Square Yard Erosion Control Product, Type S4659C001 2000 Square Yard Erosion Control Product, Type S3665A000 64 Acre Temporary Seeding665B001 192 Ton Temporary Mulching665G000 400 Each Sand Bags665I000 25 Ton Temporary Riprap, Class 2665J002 19500 Linear Foot Silt Fence665O001 19500 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 2000 Linear Foot Wattle666A001 64 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 733,000.00)701C000 64 Mile Broken Temporary Traffic Stripe701C001 124 Mile Solid Temporary Traffic Stripe701G253 3870 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)703A002 930 Square Foot Traffic Control Markings, Class 2, Type A703D001 13142 Square Foot Temporary Traffic Control Markings707G000 298 Each Barrier Rail Mounted Delineator (Mono-Directional)711A000 1 Lump Sum Roadway Sign Relocation731A010 1 Each Traffic Counting Units, Type K732A000 1 Lump Sum Weigh-In-Motion/Classification System740B000 4094 Square Foot Construction Signs740C000 56 Square Foot Special Construction Signs740C002 20 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 1000 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740I002 20 Each Warning Lights, Type B740M001 200 Each Ballast For Cone741C010 4 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2999 000 1500 Hour Trainee Hours At 80 Cents Per Hour








005


NHF-0013(572)LAUDERDALE COUNTY, Alabama


ADDITIONAL LANES (BASE, PAVE AND PARTIAL GRADE AND DRAIN) ONSR-13 (US-43) FROM THE EXISTING FOUR LANE AT KILLEN TO SR-64



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







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre)(Approximately 7 Ac.)

206B000 1 Lump Sum Removal Of Old Box Culvert, Station 338+75206C023 781 Square Yard Removing Riprap206D000 861 Linear Foot Removing Pipe206D005 20 Linear Foot Removing Gutter206E000 6 Each Removing Headwalls206E001 2 Each Removing Inlets206E019 1 Each Removing Guardrail End Anchor (Type 10)210A000 56078 Cubic Yard Unclassified Excavation210D000 1067 Cubic Yard Borrow Excavation214A000 1508 Cubic Yard Structure Excavation214B001 339 Cubic Yard Foundation Backfill, Commercial232A015 181562 Square Yard Lime Stabilization, Class 2, 9 Inches Thick232B000 2301 Ton Lime301A008 8866 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness301A012 145685 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness

NHF-0013(572) LAUDERDALE County- 2 -

305B077 1991 Ton Crushed Aggregate, Section 825, For Miscellaneous Use327A021 3472 Ton Plant Mix Bituminous Base, Mix 2401A006 155695 Square Yard Bituminous Treatment G405A000 12315 Gallon Tack Coat407B000 37 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 116400 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410B000 1 Each State Furnished Profilograph410H000 1 Each Material Remixing Device424A340 3905 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424A360 15000 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A366 500 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B636 755 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B424B650 17500 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B651 331 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B657 8236 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B659 926 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424C360 21500 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C364 1500 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 88450 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B014 3888 Ton Aggregate Surfacing (ALDOT #410 Modified)430B046 1360 Ton Aggregate Surfacing (Aldot #2)502A000 16145 Pound Steel Reinforcement524B010 84 Cubic Yard Culvert Concrete Extension530A000 45 Linear Foot 15" Roadway Pipe (Class 3 R.C.)530A001 500 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A004 85 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A006 137 Linear Foot 48" Roadway Pipe (Class 3 R.C.)530A100 21 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A101 31 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530A102 106 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)530A103 4 Linear Foot 30" Roadway Pipe (Class 3 R.C.) (Extension)530A104 4 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)530B007 162 Linear Foot 65" Span, 40" Rise Roadway Pipe (Class 3 R.C.)532A030 20 Linear Foot 12" Slotted Drain Pipe535A001 104 Linear Foot 18" Side Drain Pipe535A002 176 Linear Foot 24" Side Drain Pipe535A299 16 Linear Foot 12" Side Drain Pipe (Extension)535A302 32 Linear Foot 24" Side Drain Pipe (Extension)600A000 1 Lump Sum Mobilization602A000 15 Each Right Of Way Markers603A003 1 Each Furnishing Type 4 Field Office610C001 1709 Ton Loose Riprap, Class 2610D003 1645 Square Yard Filter Blanket, Geotextile614A000 622 Cubic Yard Slope Paving618B003 169 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A001 1 Each 15" Roadway Pipe End Treatment, Class 1619A002 6 Each 18" Roadway Pipe End Treatment, Class 1619A003 3 Each 24" Roadway Pipe End Treatment, Class 1619A004 1 Each 30" Roadway Pipe End Treatment, Class 1619A005 1 Each 36" Roadway Pipe End Treatment, Class 1619A007 2 Each 48" Roadway Pipe End Treatment, Class 1619A099 2 Each 12" Side Drain Pipe End Treatment, Class 1619A101 3 Each 18" Side Drain Pipe End Treatment, Class 1619A102 13 Each 24" Side Drain Pipe End Treatment, Class 1619A103 4 Each 30" Side Drain Pipe End Treatment, Class 1619A104 2 Each 36" Side Drain Pipe End Treatment, Class 1619B072 2 Each 65" Span, 40" Rise Roadway Pipe End Treatment, Class 2620A000 2 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P


621A019 2 Each Junction Boxes, Type 1 Or 2P621B014 2 Each Junction Box Units, Type 1 Or 2P621C020 59 Each Inlets, Type Y621C021 1 Each Inlets, Type P2 Or P3621C027 1 Each Inlets, Type C621D019 2 Each Inlet Units, Type Y630A001 5275 Linear Foot Steel Beam Guardrail, Class A, Type 2630A033 4338 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C001 12 Each Guardrail End Anchor, Type 8630C050 11 Each Guardrail End Anchor, Type 20 Series630C070 30 Each Guardrail End Anchor, Type 10 Series650B000 10538 Cubic Yard Topsoil From Stockpiles652A100 50 Acre Seeding652C000 100 Acre Mowing654A001 1578 Square Yard Solid Sodding (Bermuda)656A010 50 Acre Mulching659C004 2714 Square Yard Erosion Control Product, Type C2665A000 50 Acre Temporary Seeding665B001 150 Ton Temporary Mulching665E000 500 Square Yard Polyethylene665F000 250 Each Hay Bales665G000 250 Each Sand Bags665I000 120 Ton Temporary Riprap, Class 2665J002 2350 Linear Foot Silt Fence665K000 120 Cubic Yard Drainage Sump Excavation665N000 5100 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 2350 Linear Foot Silt Fence Removal665P005 61 Each Inlet Protection, Stage 3 Or 4665Q002 6750 Linear Foot Wattle666A001 50 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 460,500.00)701A227 14 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 12 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 11 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 16048 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 11 Mile Broken Temporary Traffic Stripe701C001 47 Mile Solid Temporary Traffic Stripe701D005 1 Mile Solid Traffic Stripe Removed703A002 3811 Square Foot Traffic Control Markings, Class 2, Type A703B002 1636 Square Foot Traffic Control Legends, Class 2, Type A703D001 2216 Square Foot Temporary Traffic Control Markings705A011 425 Each Pavement Markers, Class C, Type 1-A705A012 395 Each Pavement Markers, Class C, Type 1-B705A023 680 Each Pavement Markers, Class C, Type 2-D705A030 462 Each Pavement Markers, Class A-H, Type 2-C705A031 695 Each Pavement Markers, Class A-H, Type 1-A705A032 195 Each Pavement Markers, Class A-H, Type 1-B705A037 47 Each Pavement Markers, Class A-H, Type 2-D705A038 160 Each Pavement Markers, Class A-H, Type 2-E707B003 1 Each Type A Hazard Marker Installation709A000 6 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 864 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B021 2254 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)713A000 20 Linear Foot Permanent Barricades740B000 1735 Square Foot Construction Signs740C000 32 Square Foot Special Construction Signs740C002 10 Square Foot Special Construction Signs(Motorcycle Plaque)740D000 1550 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 28 Each Barricades, Type III740I002 15 Each Warning Lights, Type B740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit .742A001 2 Each Portable Changeable Message Sign, Type 2


999 000 1040 Hour Trainee Hours At 80 Cents Per Hour








008


DE-AL97(930)JEFFERSON COUNTY, Alabama


WALKING TRAIL IN MIDFIELD AT SITES AS INDICATED BY THE PLANS


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





The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $206,000 To $250,000The Principal Items Of Work Are Approximately As Follows:

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

206C015 70 Square Yard Removing Concrete Foundation Slab210A000 1107 Cubic Yard Unclassified Excavation243A033 165 Square Yard Geosynthetic Reinforcement For Soft Soil Stabilization, Type 1301A012 2339 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness301B060 785 Cubic Yard Selected Soil Subbase Course, Type A, Road Mixed305A051 28 Cubic Yard Coarse Aggregate, Section 801, For Miscellaneous Use405A000 351 Gallon Tack Coat408A051 329 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)424A336 130 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"

Maximum Aggregate Size Mix, ESAL Range A/B424B636 390 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B533A906 80 Linear Foot 15" Storm Sewer Pipe (Polyethylene)600A000 1 Lump Sum Mobilization606A001 20 Linear Foot 8" Underdrain Pipe619A001 1 Each 15" Roadway Pipe End Treatment, Class 1637A000 50 Linear Foot Fence Reset650B000 753 Cubic Yard Topsoil From Stockpiles652A100 2 Acre Seeding656A010 2 Acre Mulching

DE-AL97(930) JEFFERSON County- 2 -

665J002 2170 Linear Foot Silt Fence665O001 2170 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 11,000.00)740B000 80 Square Foot Construction Signs740D000 25 Each Channelizing Drums750Z220 1 Lump Sum Roadway Lighting792A000 2 Each Site Furnishings ( Bollards)








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