ALABAMAalletting.dot.state.al.us/WEBPROPS/2014/20140404/NTC... · 2014-04-04 · The Entire Project Shall Be Completed In One Hundred Eighty-five (185) Working Days. A 8.00% DBE Contract

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation Letting

April 4, 201410:00 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

April 04, 2014

COMPANY NAME: ______________________________________________ BY: ____________________

SHIPPING ADDRESS: ______________________________________________

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

MAIL ADDRESS: ______________________________________________

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

______ WILL PICK UP

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

BIDDINGPROPOSAL PLANS PLANS(ONE EACH) PRICE QTY.

$5.00 ____ $ 47.00 ____ 001 BRF-0002(545), LAUDERDALE$5.00 ____ $ 40.00 ____ 002 BRF-0008(567), LOWNDES$5.00 ____ $ 12.00 ____ 005 ACAA58368-ATRP(001), JEFFERSON$5.00 ____ $ 3.00 ____ 006 ACAA59583-ATRP(001), AUTAUGA$5.00 ____ $ 6.00 ____ 007 ACNU59673-ATRP(002), ETC., LIMESTONE$5.00 ____ $ 12.00 ____ 010 ACBR58649-ATRP(001), MADISON$5.00 ____ $ 3.00 ____ 014 ACNU58342-ATRP(001), DALLAS$5.00 ____ $ 7.00 ____ 015 ACNU58411-ATRP(001), CHILTON$5.00 ____ $ 3.00 ____ 016 ACNU58489-ATRP(001), LAMAR$5.00 ____ $ 7.00 ____ 018 ACNU58659-ATRP(001), ETC. , ST. CLAIR$5.00 ____ $ 3.00 ____ 019 ACNU59332-ATRP(001), CHOCTAW$5.00 ____ $ 2.00 ____ 020 ACNU59363-ATRP(001), CULLMAN$5.00 ____ $ 6.00 ____ 021 ACNU59388-ATRP(001), GREENE$5.00 ____ $ 5.00 ____ 024 ACOA58338-ATRP(001), BUTLER$5.00 ____ $ 5.00 ____ 025 ACOA58652-ATRP(001), ETC., MARSHALL$5.00 ____ $ 3.00 ____ 026 ACOA60250-ATRP(001), LIMESTONE$5.00 ____ $ 9.00 ____ 027 ACOA61154-ATRP(001), BALDWIN$5.00 ____ $ 11.00 ____ 033 DE-AL66(938), ESCAMBIA$5.00 ____ $ 11.00 ____ 037 HSIP-0012(558), HOUSTON$5.00 ____ $ 8.00 ____ 041 NH-0008(574), ETC., MARENGO$5.00 ____ $ 13.00 ____ 042 NH-0012(557), HOUSTON$5.00 ____ $ 6.00 ____ 043 NH-0013(590), CLARKE$5.00 ____ $ 3.00 ____ 044 NH-0013(591), LAUDERDALE$5.00 ____ $ 3.00 ____ 045 NH-0013(592), FRANKLIN$5.00 ____ $ 3.00 ____ 046 NH-0074(531), WINSTON$5.00 ____ $ 4.00 ____ 047 NH-0074(534), BLOUNT$5.00 ____ $ 4.00 ____ 048 NH-HSIP-0053(569), ETC., MONTGOMERY$5.00 ____ $ 7.00 ____ 049 NH-HSIP-0163(502), MOBILE$5.00 ____ $ 15.00 ____ 052 SRTS-SR11(906), LOWNDES$5.00 ____ $ 3.00 ____ 055 STPAA-0020(518), LAUDERDALE$5.00 ____ $ 3.00 ____ 056 STPAA-0051(511), RUSSELL$5.00 ____ $ 8.00 ____ 057 STPAA-0145(505), CHILTON$5.00 ____ $ 10.00 ____ 058 STPAA-0181(506), BALDWIN$5.00 ____ $ 4.00 ____ 059 STPAA-0195 (503), WALKER$5.00 ____ $ 3.00 ____ 060 STPAA-0195 (504), WALKER$5.00 ____ $ 3.00 ____ 061 STPAA-0281(501), ETC., CLEBURNE$5.00 ____ $ 10.00 ____ 063 STPAA-HSIP-0010(536), BARBOUR$5.00 ____ $ 6.00 ____ 064 STPAA-HSIP-0041(513), ETC., MONROE, ETC.$5.00 ____ $ 10.00 ____ 065 STPAA-HSIP-0047(504), ETC., MONROE$5.00 ____ $ 33.00 ____ 066 STPAA-HSIP-0054(500), ETC., GENEVA$5.00 ____ $ 5.00 ____ 069 STPAA-HSIP-0169(501), RUSSELL, ETC.$5.00 ____ $ 12.00 ____ 070 STPAA-HSIP-0171(512), FAYETTE$5.00 ____ $ 8.00 ____ 072 STPAA-MR13(902), CHEROKEE$5.00 ____ $ 6.00 ____ 075 STPNU-0314(250), BARBOUR$5.00 ____ $ 3.00 ____ 076 STPNU-2414(250), DALLAS$5.00 ____ $ 3.00 ____ 078 STPNU-3914(250), LAUDERDALE$5.00 ____ $ 6.00 ____ 081 TCSP-12AL(001), GENEVA$5.00 ____ $ 18.00 ____ 084 99-501-690-000-301, CHEROKEE, ETC.

THE PROJECT (S) BELOW HAVE BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BY QUALIFIED SBE CONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT AND ALDOT OFFICEENGINEER.

$5.00 ____ $ 4.00 ____ 200 BRZ-6400(213), WALKER$5.00 ____ $ 2.00 ____ 201 STPNU-3025(203), FRANKLIN

April 04, 2014

__________________________________________________________________________________________PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

EACH QTY.$125.00 ___ 2014 STANDARD HIGHWAY DRAWINGS$125.00 ___ 2014 METRIC STANDARD HIGHWAY DRAWINGS$ 25.00 ___ 2014 STANDARD HIGHWAY DRAWING US AND METRIC (CD)$ 20.00 ___ 2012 STANDARD SPECIFICATIONS BOOK$ 5.00 ___ CURRENT QUALIFIED CONTRACTORS LIST$ 2.00 ___ CURRENT BRIDGE POSTING MAP & CHART

__________________________________________________________________________________________

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

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

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

001

Notice To ContractorsFederal Aid Project No.

BRF-0002(545)LAUDERDALE 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 04, 2014, and at that time publicly opened for constructing the following:

BRIDGE REPLACEMENT AND APPROACHES ON THE EASTBOUND LANE OF SR-2(US-72) OVER BLUEWATER CREEK EAST OF KILLEN

The Length Of This Project Is: 0.667 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 One Hundred Eighty-five(185) Working Days.

A 8.00% DBE Contract Obligation Is Required.

A Bidding Proposal may be purchased for $5.00.Plans may be purchased for $47.00 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 $2,807,766 To $3,431,714The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing & Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approximately 4 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station STA 104+16.00206C002 96 Square Yard Removing Concrete Slope Paving206C003 674 Square Yard Removing Concrete Flumes206C013 108 Square Yard Removing Bridge End Slab206D001 1422 Linear Foot Removing Guardrail206D011 958 Linear Foot Removing Fence206E001 1 Each Removing Inlets206E008 8 Each Removing Guardrail End Anchor (All Type)210A000 6539 Cubic Yard Unclassified Excavation210D011 10151 Cubic Yard Borrow Excavation (A-4 Or Better)214A000 65 Cubic Yard Structure Excavation214B001 30 Cubic Yard Foundation Backfill, Commercial230A000 11 Roadbed Station Roadbed Processing301A012 4990 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305B071 1150 Ton Coarse Aggregate, Section 801, For Miscellaneous Use

BRF-0002(545) LAUDERDALE County- 2 -

305B077 180 Ton Crushed Aggregate, Section 825, For Miscellaneous Use401A000 7383 Square Yard Bituminous Treatment A405A000 1867 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 19329 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A360 2038 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B650 663 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B654 250 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B657 500 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B681 1086 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C360 1225 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 12398 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B018 200 Ton Aggregate Surfacing (ALDOT #410 Modified Or #467)450B000 184 Square Yard Reinforced Cement Concrete Bridge End Slab502A001 47540 Pound Steel Reinforcement (Grade 60)502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 104+05, Approximately 116,140 LBS505G003 28 Each Pile Points (Type A, 12")505M002 529 Linear Foot Steel Piling Furnished And Driven (HP 12x53)506A008 58 Linear Foot Drilled Shaft Excavation, 4'-0" Diameter506B003 36 Linear Foot Special Drilled Shaft Excavation, 4'-0" Diameter506C008 94 Linear Foot Drilled Shaft Construction, 4'-0" Diameter506F008 35 Linear Foot Permanent Drilled Shaft Casing, 4'-0" Diameter506G002 4 Each Crosshole Sonic Logging, 4'-0" Diameter508A000 5360 Pound Structural Steel510A000 184 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Station 104+05.00, Approximately 541 CY510E000 1553 Square Yard Grooving Concrete Bridge Decks511A001 12 Each Elastomeric Bearing Type 2511A004 12 Each Elastomeric Bearing Type 4511A073 24 Each Elastomeric Bearing Type 4 (Mark VB4)513B004 700 Linear Foot Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)513B017 1611 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-72

(Specialty Item)530A495 260 Linear Foot 24" Roadway Pipe (14 Gauge C.M.) (Temporary)530B001 132 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 6 Each Right Of Way Markers608A000 1792 Square Yard Separation Geotextile610C001 4315 Ton Loose Riprap, Class 2610D003 3032 Square Yard Filter Blanket, Geotextile614A000 95 Cubic Yard Slope Paving619B116 2 Each 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete629E013 769 Linear Foot Bridge Rail Retrofit,Type BC(NJ)630A001 1638 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 2 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C050 2 Each Guardrail End Anchor, Type 20 Series630C070 4 Each Guardrail End Anchor, Type 10 Series650B000 1232 Cubic Yard Topsoil From Stockpiles652A100 7 Acre Seeding652C000 28 Acre Mowing654A001 1404 Square Yard Solid Sodding (Bermuda)656A010 7 Acre Mulching659C001 3720 Square Yard Erosion Control Product, Type S3665A000 5 Acre Temporary Seeding665B001 15 Ton Temporary Mulching665C010 150 Linear Foot Temporary Pipe665D001 4 Each Temporary Pipe End Treatment

BRF-0002(545) LAUDERDALE County- 3 -

665E000 650 Square Yard Polyethylene665G000 500 Each Sand Bags665I000 225 Ton Temporary Riprap, Class 2665J002 1740 Linear Foot Silt Fence665L000 320 Linear Foot Floating Basin Boom665N000 100 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 1740 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 500 Linear Foot Wattle665T000 450 Linear Foot Temporary Earth Berms666A001 5 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 155,000.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 1077 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 1 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe701E006 768 Linear Foot Solid Temporary Traffic Stripe (Removable Tape)701G142 774 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 774 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 774 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 768 Linear Foot Solid Traffic Stripe Removed (Tape)703A002 170 Square Foot Traffic Control Markings, Class 2, Type A703B002 23 Square Foot Traffic Control Legends, Class 2, Type A703D001 170 Square Foot Temporary Traffic Control Markings705A011 280 Each Pavement Markers, Class C, Type 1-A705A012 1650 Each Pavement Markers, Class C, Type 1-B705A030 24 Each Pavement Markers, Class A-H, Type 2-C705A031 226 Each Pavement Markers, Class A-H, Type 1-A726A000 3330 Linear Foot Portable Concrete Safety Barriers,Type 6726A001 10 Linear Foot Portable Concrete Safety Barriers,Type 6-A726D020 1 Each Portable Impact Attenuator (Unidirectional,TL-2)740B000 841 Square Foot Construction Signs740D000 133 Each Channelizing Drums740F002 10 Each Barricades, Type III740I002 6 Each Warning Lights, Type B741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2999 000 720 Hour Trainee Hours At 80 Cents Per Hour

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


BRF-0008(567)LOWNDES COUNTY, Alabama


BRIDGE REPLACEMENT (GRADE, DRAIN, BASE, AND PAVE) ON THEWESTBOUND ROADWAY OF SR-8 (US-80) OVER TALLAWASSEE CREEK EASTOF LOWNDESBORO



The Entire Project Shall Be Completed In One Hundred Eighty(180) 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 $2,846,815 To $3,479,441

The Principal Items Of Work Are Approximately As Follows:

206A000 1 Lump Sum Removal Of Old Bridge, Station 611+73.75206C001 5292 Square Yard Removing Concrete Pavement206D001 313 Linear Foot Removing Guardrail206E008 8 Each Removing Guardrail End Anchor (All Type)210A000 19179 Cubic Yard Unclassified Excavation210D021 8688 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)210D025 6950 Cubic Yard Borrow Excavation (Improved Roadbed)230A000 23 Roadbed Station Roadbed Processing301A029 16600 Square Yard Crushed Aggregate Base Course, Type B, Yard Mixed, 6"

Compacted Thickness305B077 200 Ton Crushed Aggregate, Section 825, For Miscellaneous Use401A000 15105 Square Yard Bituminous Treatment A405A000 5656 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 24304 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A281 3750 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E

BRF-0008(567) LOWNDES County- 2 -

424A290 29 Ton Superpave Bituminous Concrete Wearing Surface Layer,Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range E

424A361 366 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range C/D

424A367 637 Ton Superpave Bituminous Concrete Wearing Surface Layer,Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D

424B280 3627 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range E

424B285 200 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,1" Maximum Aggregate Size Mix, ESAL Range E

424B288 943 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,3/4" Maximum Aggregate Size Mix, ESAL Range E

424B291 38 Ton Superpave Bituminous Concrete Upper Binder Layer, Widening,3/4" Maximum Aggregate Size Mix, ESAL Range E

424B581 2532 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range E

424B592 61 Ton Superpave Bituminous Concrete Lower Binder Layer, Widening,1" Maximum Aggregate Size Mix, ESAL Range E

424B650 489 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range C/D

424C360 776 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

428C000 24914 Linear Foot Scoring Bituminous Pavement Surface By Cutting450B000 124 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 21500 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 611+77.0, Approximately 62,700 Pounds505A002 1 Each Steel Test Piles (HP 12x53)505A005 1 Each Steel Test Piles (HP 14x89)505B057 1 Each Static Loading Tests (HP 12x53)505B060 1 Each Static Loading Tests (HP 14x89)505B087 1 Each Dynamic Loading Tests (HP 12x53)505B090 1 Each Dynamic Loading Tests (HP 14x89)505M002 355 Linear Foot Steel Piling Furnished And Driven (HP 12x53)505M012 635 Linear Foot Steel Piling Furnished And Driven (HP 14 x 89)508A000 9700 Pound Structural Steel510A000 175 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

Station 611+77.0, Apporximately 227 Cubic Yards510E000 660 Square Yard Grooving Concrete Bridge Decks511A052 50 Each Elastomeric Bearing Type 2 (Mark B3)513B011 895 Linear Foot Pretensioned-Prestressed Concrete Girder, Type II Modified

(Speciality Item)600A000 1 Lump Sum Mobilization610C001 282 Ton Loose Riprap, Class 2610D003 288 Square Yard Filter Blanket, Geotextile630A033 5775 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C001 4 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C050 5 Each Guardrail End Anchor, Type 20 Series630C070 1 Each Guardrail End Anchor, Type 10 Series650A000 375 Cubic Yard Topsoil650B000 2212 Cubic Yard Topsoil From Stockpiles652A100 8 Acre Seeding652C000 3 Acre Mowing654A000 70 Square Yard Solid Sodding656A010 8 Acre Mulching659C002 1350 Square Yard Erosion Control Product, Type S2659C006 728 Square Yard Erosion Control Product, Type C6665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665C010 128 Linear Foot Temporary Pipe665E000 90 Square Yard Polyethylene665F000 150 Each Hay Bales665G000 60 Each Sand Bags665I000 36 Ton Temporary Riprap, Class 2665J002 2680 Linear Foot Silt Fence665O001 2680 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4

BRF-0008(567) LOWNDES County- 3 -

665Q002 350 Linear Foot Wattle666A001 8 Acre Pest Control Treatment674A000 150 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 136,930.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 359 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 4 Mile Broken Temporary Traffic Stripe701C001 8 Mile Solid Temporary Traffic Stripe701C006 1 Mile Solid Temporary Traffic Stripe (Removable Tape)701D008 1 Mile Solid Traffic Stripe Removed (Plastic)701D009 1 Mile Solid Traffic Stripe Removed (Tape)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)701G142 498 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 498 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 498 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 66 Square Foot Traffic Control Markings, Class 2, Type A703B002 90 Square Foot Traffic Control Legends, Class 2, Type A703D001 132 Square Foot Temporary Traffic Control Markings705A011 1263 Each Pavement Markers, Class C, Type 1-A705A012 1137 Each Pavement Markers, Class C, Type 1-B705A031 126 Each Pavement Markers, Class A-H, Type 1-A707B004 2 Each Type B Hazard Marker Installation710A126 282 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B021 280 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)726A000 4530 Linear Foot Portable Concrete Safety Barriers,Type 6740B000 1209 Square Foot Construction Signs740D000 140 Each Channelizing Drums740F002 12 Each Barricades, Type III740I002 8 Each Warning Lights, Type B741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2999 000 720 Hour Trainee Hours At 80 Cents Per Hour








005

Notice To ContractorsFederal Aid Project No.ACAA58368-ATRP(001)

JEFFERSON COUNTY, Alabama


TRAFFIC SIGNAL INSTALLATION ON CR-118 (FIELDSTOWN ROAD) FROMI-65 NORTH TO SR-3 (US-31) IN GARDENDALE


The Entire Project Shall Be Completed In One Hundred Thirty(130) 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 $498,022 To $608,694The Principal Items Of Work Are Approximately As Follows:

206C000 182 Square Yard Removing Concrete Sidewalk206D003 296 Linear Foot Removing Curb And Gutter600A000 1 Lump Sum Mobilization618A000 298 Square Yard Concrete Sidewalk, 4" Thick623C000 332 Linear Foot Combination Curb & Gutter, Type C654A001 250 Square Yard Solid Sodding (Bermuda)665G000 50 Each Sand Bags665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665Q002 1000 Linear Foot Wattle674A000 195 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 16,000.00)703A002 2775 Square Foot Traffic Control Markings, Class 2, Type A703C001 775 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Plastic)730A012 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

Fieldstown Road at Mt. Olive Road) (Site 4)730A013 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

Fieldstown Road at Grubbs Avenue) (Site 5)730A014 1 Lump Sum Removal Of Existing Traffic Control Unit (Partial) (

Fieldstown Road at Main Street) (Site 6)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Fieldstown Road at I-65 SB Ramps) (Site 1)

ACAA58368-ATRP(001) JEFFERSON County- 2 -

730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (Fieldstown Road at I-65 NB Ramps) (Site 2)

730C002 1 Lump Sum Furnishing And Installing Traffic Control Unit (Fieldstown Road at Odom Road) (Site 3)

730C003 1 Lump Sum Furnishing And Installing Traffic Control Unit (Fieldstown Road at Mt. Olive Road) (Site 4)

730C004 1 Lump Sum Furnishing And Installing Traffic Control Unit (Fieldstown Road at Grubbs Avenue) (Site 5)

730C005 1 Lump Sum Furnishing And Installing Traffic Control Unit (Fieldstown Road at Main Street) (Site 6)

730C006 1 Lump Sum Furnishing And Installing Traffic Control Unit ( U.S. 31 at Payne Road)730E000 8 Each Metal Traffic Signal Pole Foundation730G001 8 Each Metal Traffic Signal Strain Pole730K000 2 Each Traffic Signal Junction Box730L002 60 Linear Foot 1", Metallic, Conduit730L003 270 Linear Foot 1", Non-Metallic, Conduit730L005 480 Linear Foot 2", Non-Metallic, Conduit730N000 7 Each Luminaire Extension Assembly, 12 Feet730P022 27 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730P024 6 Each Vehicular Signal Head, 12 Inch, 5 Section, Type LED730Q011 22 Each Pedestrian Signal Head, Type LED730R022 4 Each Controller Assembly, Type III, 8 Phase730T000 5 Each Wood Pole730U015 1 Lump Sum Video Detection System730U016 1 Lump Sum Video Detection System730U017 1 Lump Sum Video Detection System730U018 1 Lump Sum Video Detection System730U019 1 Lump Sum Video Detection System740B000 1734 Square Foot Construction Signs740D000 150 Each Channelizing Drums740E000 150 Each Cones (36 Inches High)740M001 150 Each Ballast For Cone741C010 10 Each Portable Sequential Arrow And Chevron Sign Unit745A000 60 Hour Uniformed Police Officer756A028 50 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation








006

Notice To ContractorsFederal Aid Project No.ACAA59583-ATRP(001)

AUTAUGA COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-165 FROM SR-14 INAUTAUGAVILLE TO THE INTERSECTION OF SR-6 (US-82)



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







405A000 7700 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement424A336 4150 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"

Maximum Aggregate Size Mix, ESAL Range A/B424B642 5295 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization665F000 30 Each Hay Bales665J002 150 Linear Foot Silt Fence665O001 150 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 40,000.00)701A030 13 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 7 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 4 Mile Broken Yellow, Class 2T, Type A Traffic Stripe703A004 248 Square Foot Traffic Control Markings, Class 2T, Type A705A032 130 Each Pavement Markers, Class A-H, Type 1-B705A037 600 Each Pavement Markers, Class A-H, Type 2-D740B000 231 Square Foot Construction Signs

ACAA59583-ATRP(001) AUTAUGA County- 2 -

740O000 1 Each Pilot Car








007


ACNU59673-ATRP(002) & ACAA59662-ATRP(002)LIMESTONE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON ELK RIVER MILLS ROAD FROM BAKER HILLROAD TO TILLMAN MILL ROAD AND ON NICK DAVIS ROAD FROM MORRESVILLEROAD TO SANDERSON ROAD



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







401B100 102322 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 3070 Gallon Tack Coat407B000 9 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 4180 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B424A361 5760 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B657 450 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D430B043 4450 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 350 Linear Foot Steel Beam Guardrail, Class A, Type 2630C022 4 Each Guardrail End Anchor, Type Special630C050 12 Each Guardrail End Anchor, Type 20 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 62,000.00)

ACNU59673-ATRP(002) , ETC. LIMESTONE County- 2 -

701A030 17 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 9 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 6 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 11 Mile Broken Temporary Traffic Stripe701C001 18 Mile Solid Temporary Traffic Stripe703A002 933 Square Foot Traffic Control Markings, Class 2, Type A703B002 80 Square Foot Traffic Control Legends, Class 2, Type A705A032 150 Each Pavement Markers, Class A-H, Type 1-B705A037 615 Each Pavement Markers, Class A-H, Type 2-D740B000 781 Square Foot Construction Signs740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone








010

Notice To ContractorsFederal Aid Project No.ACBR58649-ATRP(001)

MADISON COUNTY, Alabama


BRIDGE REPLACEMENT ON CR-16 (WALL TRIANA HIGHWAY) OVER MILLCREEK IN MADISON



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







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

206A000 1 Lump Sum Removal Of Old Bridge, Station 48+95.72206C010 109 Square Yard Removing Concrete Driveway206D000 299 Linear Foot Removing Pipe206D003 121 Linear Foot Removing Curb And Gutter206E000 11 Each Removing Headwalls206E003 1 Each Removing Manholes210A000 695 Cubic Yard Unclassified Excavation210D001 808 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 1129 Cubic Yard Structure Excavation214B001 1324 Cubic Yard Foundation Backfill, Commercial301A004 766 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 4"

Compacted Thickness301A012 217 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305B071 554 Ton Coarse Aggregate, Section 801, For Miscellaneous Use401A000 985 Square Yard Bituminous Treatment A

ACBR58649-ATRP(001) MADISON County- 2 -

405A000 177 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 1665 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 192 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424A346 50 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B635 208 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424C340 124 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B014 15 Ton Aggregate Surfacing (ALDOT #410 Modified)529A016 1252 Square Foot Retaining Wall (Modular Block Wall)530A001 43 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 233 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A034 525 Linear Foot 84" Roadway Pipe (Class 3 R.C.)530B006 109 Linear Foot 59" Span, 36" Rise Roadway Pipe (Class 3 R.C.)535B088 52 Linear Foot 22" Span, 14" Rise Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610D003 27 Square Yard Filter Blanket, Geotextile619B116 4 Each 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1620A000 32 Cubic Yard Minor Structure Concrete621A004 3 Each Junction Boxes, Type 4621A013 1 Each Junction Boxes, Type Special621A019 3 Each Junction Boxes, Type 1 Or 2P621B004 9 Each Junction Box Units, Type 4621C027 5 Each Inlets, Type C621D002 7 Each Inlet Units, Type C623C003 15 Linear Foot Combination Curb & Gutter, Type C (Modified)641A614 347 Linear Foot 8 Inch Ductile Iron Water Main Laid641C500 423 Pound Ductile Iron Fittings641K514 2 Each 8 Inch Butterfly Valve With Box641L500 1 Cubic Yard Concrete for Water Mains (Thrust Blocks)641O514 2 Each 6 Inch x 6 Inch Tapping Valve And Sleeve645A512 196 Linear Foot 10 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid645F520 741 Linear Foot 12 Inch Abandon Existing Sanitary Sewer645H510 1 Each 48 Inch Manhole645I500 2 Each 48 Inch Manhole Unit645K500 4 Each Manhole Frame And Cover Reset649A550 110 Linear Foot 18 Inch Steel Encasement Pipe, Type 1 Installation650A000 234 Cubic Yard Topsoil654A001 2110 Square Yard Solid Sodding (Bermuda)665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665J002 1200 Linear Foot Silt Fence665O001 1200 Linear Foot Silt Fence Removal665P005 5 Each Inlet Protection, Stage 3 Or 4665Q002 305 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 14,400.00)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)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 176 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 1 Mile Broken Temporary Traffic Stripe701C001 1 Mile Solid Temporary Traffic Stripe703A002 539 Square Foot Traffic Control Markings, Class 2, Type A703B002 45 Square Foot Traffic Control Legends, Class 2, Type A703D001 77 Square Foot Temporary Traffic Control Markings705A030 8 Each Pavement Markers, Class A-H, Type 2-C705A032 50 Each Pavement Markers, Class A-H, Type 1-B705A037 18 Each Pavement Markers, Class A-H, Type 2-D705A038 40 Each Pavement Markers, Class A-H, Type 2-E740B000 619 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 30 Each Cones (36 Inches High)740F002 5 Each Barricades, Type III

ACBR58649-ATRP(001) MADISON County- 3 -

740I002 3 Each Warning Lights, Type B740M001 30 Each Ballast For Cone








014

Notice To ContractorsFederal Aid Project No.ACNU58342-ATRP(001)DALLAS COUNTY, Alabama


RESURFACING, TRAFFIC STRIPE, AND GUARDRAIL INSTALLATION ONCR-115 FROM THE JUNCTION OF CR-988 TO THE INTERSECTION OF CR-33SOUTH OF ORRVILLE









206E008 1 Each Removing Guardrail End Anchor (All Type)210D001 500 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)405A000 1555 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 2015 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1/2"Maximum Aggregate Size Mix, ESAL Range A/B424B642 1279 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization630A001 200 Linear Foot Steel Beam Guardrail, Class A, Type 2630C070 1 Each Guardrail End Anchor, Type 10 Series650A000 565 Cubic Yard Topsoil652A100 2 Acre Seeding652C000 2 Acre Mowing656A010 2 Acre Mulching665F000 40 Each Hay Bales665J002 200 Linear Foot Silt Fence

ACNU58342-ATRP(001) DALLAS County- 2 -

665O001 200 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 17,325.00)701A231 4 Mile Solid White, Class 2, Type A Traffic Stripe701A235 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe701C001 4 Mile Solid Temporary Traffic Stripe701G251 500 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 100 Square Foot Traffic Control Markings, Class 2, Type A705A037 250 Each Pavement Markers, Class A-H, Type 2-D740B000 295 Square Foot Construction Signs740O000 1 Each Pilot Car








015

Notice To ContractorsFederal Aid Project No.ACNU58411-ATRP(001)

CHILTON COUNTY, Alabama


RESURFACING, GUARDRAIL, CULVERT REPLACEMENT, AND STRIPING ONCR-28 (LAKE MITCHELL ROAD) FROM NELL STREET TO JUST WEST OF I-65



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







206D000 72 Linear Foot Removing Pipe206D002 36 Linear Foot Removing Curb206E000 2 Each Removing Headwalls210D021 40 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214B002 15 Cubic Yard Foundation Backfill, Commercial (ALDOT #467)301A012 127 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A013 17850 Square Yard Bituminous Treatment JG405A000 1470 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 1615 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424B643 200 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B043 293 Ton Aggregate Surfacing (1" Down, Crusher Run)502A000 9016 Pound Steel Reinforcement

ACNU58411-ATRP(001) CHILTON County- 2 -

524A012 147 Cubic Yard Culvert Concrete (Precast)600A000 1 Lump Sum Mobilization610C001 75 Ton Loose Riprap, Class 2610D003 85 Square Yard Filter Blanket, Geotextile630A001 330 Linear Foot Steel Beam Guardrail, Class A, Type 2630C022 4 Each Guardrail End Anchor, Type Special630C070 12 Each Guardrail End Anchor, Type 10 Series652A100 1 Acre Seeding656A010 1 Acre Mulching665I000 6 Ton Temporary Riprap, Class 2665J002 600 Linear Foot Silt Fence665O001 600 Linear Foot Silt Fence Removal665Q002 60 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 19,000.00)701A030 3 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 3 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 1 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 1 Mile Broken Temporary Traffic Stripe701C001 5 Mile Solid Temporary Traffic Stripe703A004 236 Square Foot Traffic Control Markings, Class 2T, Type A705A037 95 Each Pavement Markers, Class A-H, Type 2-D740B000 542 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740F002 4 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








016

Notice To ContractorsFederal Aid Project No.ACNU58489-ATRP(001)LAMAR COUNTY, Alabama


LEVELING, RESURFACING, AND TRAFFIC STRIPE ON CR-49 FROM THEINTERSECTION OF CR-36 TO THE INTERSECTION OF CR-16 THROUGHBEAVERTON



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







405A000 10500 Gallon Tack Coat407B000 13 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 12395 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B043 7380 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization665J002 800 Linear Foot Silt Fence665O001 800 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 65,000.00)701A030 26 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 16 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 5 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 5 Mile Broken Temporary Traffic Stripe701C001 16 Mile Solid Temporary Traffic Stripe703A004 832 Square Foot Traffic Control Markings, Class 2T, Type A

ACNU58489-ATRP(001) LAMAR County- 2 -

703B004 69 Square Foot Traffic Control Legends, Class 2T, Type A740B000 663 Square Foot Construction Signs740O000 1 Each Pilot Car








018


ACNU58659-ATRP(001) & ACNU59780-ATRP(001)ST. CLAIR COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-33 FROM SR-53 (US-231) TOCR-24 AND ON CR-36 FROM SR-7 (US-11) TO SR-23



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







206D001 300 Linear Foot Removing Guardrail206E014 4 Each Removing Guardrail End Anchor (Type 2A)206E024 5 Each Removing Guardrail End Anchor (Type 10A)401B108 229350 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 16100 Gallon Tack Coat407B000 19 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 20250 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B014 6550 Ton Aggregate Surfacing (ALDOT #410 Modified)600A000 1 Lump Sum Mobilization629D000 4 Each Bridge Guardrail Retrofit, Type IC630A001 975 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 9 Each Guardrail End Anchor, Type 20 Series630C070 12 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 191,000.00)

ACNU58659-ATRP(001) , ETC. ST. CLAIR County- 2 -

701A231 37 Mile Solid White, Class 2, Type A Traffic Stripe701A235 25 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 10 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 27 Mile Broken Temporary Traffic Stripe701C001 74 Mile Solid Temporary Traffic Stripe701G251 275 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 2335 Square Foot Traffic Control Markings, Class 2, Type A703B002 137 Square Foot Traffic Control Legends, Class 2, Type A703D001 734 Square Foot Temporary Traffic Control Markings703E001 111 Square Foot Temporary Traffic Control Legends705A032 425 Each Pavement Markers, Class A-H, Type 1-B705A037 1768 Each Pavement Markers, Class A-H, Type 2-D740B000 1221 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone740O000 1 Each Pilot Car








019


CHOCTAW COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-25 FROM THE JUNCTION OFCR-9 TO THE INTERSECTION OF COPPER LANE










401A006 87273 Square Yard Bituminous Treatment G405A000 8727 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 7400 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424C344 200 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range A/B424C351 1527 Ton Superpave Bituminous Concrete Base Layer, Widening, 1 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization650A000 1091 Cubic Yard Topsoil652A100 6 Acre Seeding656A010 6 Acre Mulching665J002 400 Linear Foot Silt Fence665O001 400 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 75,000.00)

ACNU59332-ATRP(001) CHOCTAW County- 2 -

701A030 15 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 10 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 5 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 10 Mile Broken Temporary Traffic Stripe701C001 21 Mile Solid Temporary Traffic Stripe703A004 20 Square Foot Traffic Control Markings, Class 2T, Type A740B000 227 Square Foot Construction Signs740O000 1 Each Pilot Car








020


CULLMAN COUNTY, Alabama


PATCHING, LEVELING, RESURFACING, AND TRAFFIC STRIPE ON CR-1669FROM THE FAIRVIEW CITY LIMITS TO THE INTERSECTION OF SR-69









210D021 30 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)405A000 810 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 1250 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B430B043 125 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610A015 50 Square Yard Loose Riprap,Class 2 (Remove & Relocate)610C001 30 Ton Loose Riprap, Class 2610D003 48 Square Yard Filter Blanket, Geotextile614A000 10 Cubic Yard Slope Paving630A001 50 Linear Foot Steel Beam Guardrail, Class A, Type 2630C070 2 Each Guardrail End Anchor, Type 10 Series665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665F000 25 Each Hay Bales

ACNU59363-ATRP(001) CULLMAN County- 2 -

665J002 75 Linear Foot Silt Fence665O001 75 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 14,000.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C001 2 Mile Solid Temporary Traffic Stripe701G252 275 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip)703A002 24 Square Foot Traffic Control Markings, Class 2, Type A703D001 24 Square Foot Temporary Traffic Control Markings705A037 106 Each Pavement Markers, Class A-H, Type 2-D710A126 8 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat


14 Ga Square Tubular Steel)740B000 240 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








021

Notice To ContractorsFederal Aid Project No.ACNU59388-ATRP(001)GREENE COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON CR-181 FROM THESR-14 INTERCHANGE TO THE PICKENS COUNTY LINE










206D001 741 Linear Foot Removing Guardrail206D002 100 Linear Foot Removing Curb206E008 7 Each Removing Guardrail End Anchor (All Type)210D001 2621 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)405A000 18102 Gallon Tack Coat407B000 15 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 15271 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B642 9850 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B647 1894 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B430B043 3212 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 300 Linear Foot Steel Beam Guardrail, Class A, Type 2630A004 532 Linear Foot Steel Beam Guardrail, Class B, Type 2

ACNU59388-ATRP(001) GREENE County- 2 -

630C022 10 Each Guardrail End Anchor, Type Special630C050 15 Each Guardrail End Anchor, Type 20 Series630C070 4 Each Guardrail End Anchor, Type 10 Series665J002 3000 Linear Foot Silt Fence665O001 3000 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 129,000.00)701A030 30 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 24 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701A044 12 Mile Broken Yellow, Class 2T, Type A Traffic Stripe701C000 12 Mile Broken Temporary Traffic Stripe701C001 24 Mile Solid Temporary Traffic Stripe703A004 140 Square Foot Traffic Control Markings, Class 2T, Type A705A032 291 Each Pavement Markers, Class A-H, Type 1-B705A037 1360 Each Pavement Markers, Class A-H, Type 2-D740B000 717 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








024

Notice To ContractorsFederal Aid Project No.ACOA58338-ATRP(001)BUTLER COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CONECUH STREET FROM SR-10 TOSR-3 (US-31) IN GREENVILLE



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







206C000 23 Square Yard Removing Concrete Sidewalk206D002 42 Linear Foot Removing Curb405A000 1435 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 28650 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 2365 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B502A000 237 Pound Steel Reinforcement600A000 1 Lump Sum Mobilization618A000 29 Square Yard Concrete Sidewalk, 4" Thick620A000 2 Cubic Yard Minor Structure Concrete698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 17,600.00)701A230 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C003 4 Mile Solid Temporary Traffic Stripe (Paint)

ACOA58338-ATRP(001) BUTLER County- 2 -

701G253 340 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)703A002 346 Square Foot Traffic Control Markings, Class 2, Type A703B002 46 Square Foot Traffic Control Legends, Class 2, Type A703D002 346 Square Foot Temporary Traffic Control Markings (Paint)705A037 210 Each Pavement Markers, Class A-H, Type 2-D740B000 409 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








025


ACOA58652-ATRP(001) & ACOA58653-ATRP(001)MARSHALL COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-10 (SUNDOWN DRIVE NW/7TH AVENUE NW) FROM SR-53TO CR-2 (HULACO ROAD) (SITE #1); ON CR-44 (FRY GAP ROAD) FROM CR-64 (MAIN STREET) TOTHE ARAB CITY LIMITS (SITE #2); AND ON 10TH STREET NW FROM SR-69 (CULLMAN ROAD) TOCR-18 (12TH AVENUE) IN ARAB (SITE #3).



The Entire Project Shall Be Completed In Seventy-five(75) 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 $915,441 To $1,118,872The Principal Items Of Work Are Approximately As Follows:

206E008 1 Each Removing Guardrail End Anchor (All Type)401A004 72340 Square Yard Bituminous Treatment E405A000 4810 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 6876 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B043 4300 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610D003 114 Square Yard Filter Blanket, Geotextile630C050 1 Each Guardrail End Anchor, Type 20 Series645K500 17 Each Manhole Frame And Cover Reset650A000 150 Cubic Yard Topsoil665A000 2 Acre Temporary Seeding

ACOA58652-ATRP(001) , ETC. MARSHALL County- 2 -

665B001 6 Ton Temporary Mulching665J002 100 Linear Foot Silt Fence665O001 100 Linear Foot Silt Fence Removal665Q002 170 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 40,000.00)701A030 11 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 11 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701B007 300 Linear Foot Dotted, Class 2T, Type A Traffic Stripe701C001 11 Mile Solid Temporary Traffic Stripe703A002 661 Square Foot Traffic Control Markings, Class 2, Type A703B002 96 Square Foot Traffic Control Legends, Class 2, Type A703D001 661 Square Foot Temporary Traffic Control Markings705A030 15 Each Pavement Markers, Class A-H, Type 2-C705A037 636 Each Pavement Markers, Class A-H, Type 2-D710A126 72 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat


14 Ga Square Tubular Steel)730H001 730 Linear Foot Loop Wire730I001 275 Linear Foot Loop Detector Lead-In-Cable740B000 843 Square Foot Construction Signs740E000 160 Each Cones (36 Inches High)740M001 160 Each Ballast For Cone740O000 1 Each Pilot Car








026

Notice To ContractorsFederal Aid Project No.ACOA60250-ATRP(001)

LIMESTONE COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON CR-83 (LINDSAYLANE) FROM CR-24 (HUNTSVILLE-BROWNSFERRY ROAD) TO SR-251 INATHENS










206C010 127 Square Yard Removing Concrete Driveway209A000 15 Each Mailbox Reset, Single401A006 40377 Square Yard Bituminous Treatment G405A000 1211 Gallon Tack Coat407B000 4 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 3130 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B642 2000 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424C350 695 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 1816 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610D003 900 Square Yard Filter Blanket, Geotextile630A001 350 Linear Foot Steel Beam Guardrail, Class A, Type 2

ACOA60250-ATRP(001) LIMESTONE County- 2 -

630C050 8 Each Guardrail End Anchor, Type 20 Series665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665Q002 150 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 35,000.00)701A231 7 Mile Solid White, Class 2, Type A Traffic Stripe701A235 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe701B205 95 Linear Foot Dotted, Class 2, Type A, Traffic Stripe701C000 2 Mile Broken Temporary Traffic Stripe701C001 10 Mile Solid Temporary Traffic Stripe703A002 485 Square Foot Traffic Control Markings, Class 2, Type A703D001 485 Square Foot Temporary Traffic Control Markings705A030 15 Each Pavement Markers, Class A-H, Type 2-C705A032 125 Each Pavement Markers, Class A-H, Type 1-B705A037 295 Each Pavement Markers, Class A-H, Type 2-D705A038 35 Each Pavement Markers, Class A-H, Type 2-E740B000 345 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








027

Notice To ContractorsFederal Aid Project No.ACOA61154-ATRP(001)

BALDWIN COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SOUTH HOYLE AVENUE FROM CR-57(BRADY ROAD) TO THE L & N RAILROAD RIGHT-OF-WAY (ROW) IN BAYMINETTE









206C002 11 Square Yard Removing Concrete Slope Paving206D000 8 Linear Foot Removing Pipe206E000 4 Each Removing Headwalls210A000 505 Cubic Yard Unclassified Excavation214A000 102 Cubic Yard Structure Excavation214B001 54 Cubic Yard Foundation Backfill, Commercial243A034 915 Square Yard Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2301A012 1830 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 915 Square Yard Bituminous Treatment A405A000 310 Gallon Tack Coat408A052 6070 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A340 590 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B635 85 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"



Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

ACOA61154-ATRP(001) BALDWIN County- 2 -

430B040 50 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)502A000 1172 Pound Steel Reinforcement530A100 16 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A104 8 Linear Foot 36" Roadway Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization619A001 2 Each 15" Roadway Pipe End Treatment, Class 1620A000 20 Cubic Yard Minor Structure Concrete650A000 300 Cubic Yard Topsoil652A100 1 Acre Seeding654A003 1250 Square Yard Solid Sodding (Centipede)656A010 1 Acre Mulching665B001 3 Ton Temporary Mulching665E000 500 Square Yard Polyethylene665F000 20 Each Hay Bales665G000 100 Each Sand Bags665J002 100 Linear Foot Silt Fence665O001 100 Linear Foot Silt Fence Removal665Q002 140 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 8,000.00)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)701C003 2 Mile Solid Temporary Traffic Stripe (Paint)703A002 196 Square Foot Traffic Control Markings, Class 2, Type A703B002 69 Square Foot Traffic Control Legends, Class 2, Type A703D002 196 Square Foot Temporary Traffic Control Markings (Paint)703E002 69 Square Foot Temporary Traffic Control Legends (Paint)705A037 30 Each Pavement Markers, Class A-H, Type 2-D710A115 10 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel

Flat Sign Panels 14 Gauge (Type III Or Type IV Background)710B021 28 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)740B000 197 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone








033


DE-AL66(938)ESCAMBIA COUNTY, Alabama


INDUSTRIAL PARK IMPROVEMENTS (GRADE, DRAIN, BASE, AND PAVE) ONWIND RIVER ROAD EXTENSION FROM CR-14 TO WIND RIVER ROAD SOUTHIN ATMORE



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







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

210A000 5007 Cubic Yard Unclassified Excavation210D022 508 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-2-4(0) Or A-4(0))214A000 397 Cubic Yard Structure Excavation214B001 148 Cubic Yard Foundation Backfill, Commercial230A000 7 Roadbed Station Roadbed Processing301A012 3953 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 3953 Square Yard Bituminous Treatment A405A000 481 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A360 266 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B651 472 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 472 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D

DE-AL66(938) ESCAMBIA County- 2 -

430B040 50 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)530A001 55 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530B001 113 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)533A099 218 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 20 Each Right Of Way Markers610C001 10 Ton Loose Riprap, Class 2610D003 10 Square Yard Filter Blanket, Geotextile619A003 1 Each 24" Roadway Pipe End Treatment, Class 1620A000 2 Cubic Yard Minor Structure Concrete621C017 4 Each Inlets, Type S1 Or S3 (2 Wing)623C000 1192 Linear Foot Combination Curb & Gutter, Type C650A000 160 Cubic Yard Topsoil652A100 2 Acre Seeding654A001 320 Square Yard Solid Sodding (Bermuda)656A010 2 Acre Mulching665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665E000 1036 Square Yard Polyethylene665F000 50 Each Hay Bales665G000 100 Each Sand Bags665J002 953 Linear Foot Silt Fence665N000 50 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 953 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 500 Linear Foot Wattle666A001 1 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 18,000.00)701G265 1124 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)703A002 72 Square Foot Traffic Control Markings, Class 2, Type A710A115 18 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 15 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat


14 Ga Square Tubular Steel)740B000 60 Square Foot Construction Signs740D000 40 Each Channelizing Drums740F002 8 Each Barricades, Type III740I002 8 Each Warning Lights, Type B








037


HSIP-0012(558)HOUSTON COUNTY, Alabama


SUPERELEVATION IMPROVEMENTS ON SR-12 (US-84) AT SANITARY DAIRYROAD IN COWARTS









206D000 112 Linear Foot Removing Pipe206E000 2 Each Removing Headwalls210A000 124 Cubic Yard Unclassified Excavation210D021 158 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 41 Station Machine Grading Shoulders405A000 1294 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A281 522 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E424A361 193 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D424B289 1885 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,

1" Maximum Aggregate Size Mix, ESAL Range E428C000 3300 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization650A000 75 Cubic Yard Topsoil654A000 2200 Square Yard Solid Sodding665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal

HSIP-0012(558) HOUSTON County- 2 -

665P005 1 Each Inlet Protection, Stage 3 Or 4665Q002 300 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 14,585.00)701A227 1 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A239 1 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 290 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 2 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)703A002 33 Square Foot Traffic Control Markings, Class 2, Type A703B002 45 Square Foot Traffic Control Legends, Class 2, Type A703D001 33 Square Foot Temporary Traffic Control Markings705A030 40 Each Pavement Markers, Class A-H, Type 2-C728A000 1 Each Truck Mounted Impact Attenuator Unit740B000 759 Square Foot Construction Signs740D000 30 Each Channelizing Drums740E000 75 Each Cones (36 Inches High)740I002 2 Each Warning Lights, Type B740M001 75 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2








041


NH-0008(574) & 99-408-462-008-236MARENGO COUNTY, Alabama


PLANING, RESURFACING, LIME STABILIZATION, AND TRAFFIC STRIPE ONSR-8 (US-80) FROM JUST EAST OF CR-28 TO 0.65 MILES WEST OF SR-13(US-43) IN DEMOPOLIS



The Entire Project Shall Be Completed In Ninety Five(95) Working Days.







209A000 2 Each Mailbox Reset, Single210A000 3935 Cubic Yard Unclassified Excavation212A000 266 Station Machine Grading Shoulders232A015 22292 Square Yard Lime Stabilization, Class 2, 9 Inches Thick232B000 42 Ton Lime401A000 22292 Square Yard Bituminous Treatment A405A000 13006 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 109032 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A281 8785 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




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

NH-0008(574) , ETC. MARENGO County- 2 -

424B659 200 Ton Superpave Bituminous Concrete Upper Binder Layer,Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D

428C000 26506 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 2500 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization650A000 1000 Cubic Yard Topsoil652A100 3 Acre Seeding656A010 3 Acre Mulching665B001 9 Ton Temporary Mulching665G000 100 Each Sand Bags665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 86,000.00)701A227 6 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 6 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 6 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 1838 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C002 19 Mile Broken Temporary Traffic Stripe (Paint)701C003 22 Mile Solid Temporary Traffic Stripe (Paint)703A002 15400 Square Foot Traffic Control Markings, Class 2, Type A703B002 718 Square Foot Traffic Control Legends, Class 2, Type A703D002 3711 Square Foot Temporary Traffic Control Markings (Paint)703E002 629 Square Foot Temporary Traffic Control Legends (Paint)705A030 220 Each Pavement Markers, Class A-H, Type 2-C705A031 340 Each Pavement Markers, Class A-H, Type 1-A705A032 250 Each Pavement Markers, Class A-H, Type 1-B705A037 585 Each Pavement Markers, Class A-H, Type 2-D705A038 130 Each Pavement Markers, Class A-H, Type 2-E730H001 9840 Linear Foot Loop Wire740B000 1050 Square Foot Construction Signs740D000 600 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








042


NH-0012(557)HOUSTON COUNTY, Alabama


RESURFACING, TRAFFIC STRIPE, AND BRIDGE RAIL RETROFITTING ON SR-12(US-84) FROM WEST OF CR-75 TO THE EAST END OF THE CHATTAHOOCHEERIVER BRIDGE AND THE WESTBOUND LANE OF THE RIVER BRIDGE



The Entire Project Shall Be Completed In One Hundred(100) Working Days.







206D001 150 Linear Foot Removing Guardrail405A000 30167 Gallon Tack Coat407B000 40 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 399963 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A281 23288 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Maximum Aggregate Size Mix, ESAL Range C/D424B285 200 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,

1" Maximum Aggregate Size Mix, ESAL Range E424B702 200 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range E428C000 147670 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization629E013 1911 Linear Foot Bridge Rail Retrofit,Type BC(NJ)630A001 50 Linear Foot Steel Beam Guardrail, Class A, Type 2

NH-0012(557) HOUSTON County- 2 -

630C003 4 Each Guardrail End Anchor, Type 13680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 173,900.00)701A227 20 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 18 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 18 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 19520 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 36 Mile Broken Temporary Traffic Stripe701C001 38 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 956 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 956 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 956 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G161 956 Linear Foot Broken Black, Class W, Type B Traffic Stripe (5" Wide)703A002 7073 Square Foot Traffic Control Markings, Class 2, Type A703B002 2241 Square Foot Traffic Control Legends, Class 2, Type A703D001 7073 Square Foot Temporary Traffic Control Markings705A030 2764 Each Pavement Markers, Class A-H, Type 2-C705A037 50 Each Pavement Markers, Class A-H, Type 2-D728A000 1 Each Truck Mounted Impact Attenuator Unit731A011 1 Each Traffic Counting Units, Type L740B000 2519 Square Foot Construction Signs740D000 40 Each Channelizing Drums740E000 150 Each Cones (36 Inches High)740I002 2 Each Warning Lights, Type B740M001 150 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2








043


NH-0013(590)CLARKE COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-13 (US-43) FROM 0.32 MILES NORTH OF CR-3 (MCVAY ROAD) TO 0.15 MILES NORTH OF CR-29



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







206C010 100 Square Yard Removing Concrete Driveway206D003 48 Linear Foot Removing Curb And Gutter209A000 1 Each Mailbox Reset, Single405A000 28437 Gallon Tack Coat407B000 26 Mile Joint Sealant For Hot Mix Asphalt Pavement408A053 280275 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410H000 1 Each Material Remixing Device420A015 11129 Ton Polymer Modified Open Graded Friction Course424A361 23461 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B658 800 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D428C000 87237 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 200 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization650A000 4575 Cubic Yard Topsoil

NH-0013(590) CLARKE County- 2 -

652A100 10 Acre Seeding652C000 55 Acre Mowing656A010 10 Acre Mulching665B001 30 Ton Temporary Mulching665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 166,000.00701A227 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 17 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 1294 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C002 34 Mile Broken Temporary Traffic Stripe (Paint)701C003 67 Mile Solid Temporary Traffic Stripe (Paint)703A002 3680 Square Foot Traffic Control Markings, Class 2, Type A703B002 113 Square Foot Traffic Control Legends, Class 2, Type A703D002 2010 Square Foot Temporary Traffic Control Markings (Paint)703E002 113 Square Foot Temporary Traffic Control Legends (Paint)705A030 85 Each Pavement Markers, Class A-H, Type 2-C705A031 1090 Each Pavement Markers, Class A-H, Type 1-A705A032 505 Each Pavement Markers, Class A-H, Type 1-B705A037 1120 Each Pavement Markers, Class A-H, Type 2-D705A038 1020 Each Pavement Markers, Class A-H, Type 2-E740B000 592 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 400 Each Cones (36 Inches High)740M001 400 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








044


NH-0013(591)LAUDERDALE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-13 (US-43) FROM 0.40 MILESNORTH OF SR-64 TO THE TENNESSEE STATE LINE










209A000 8 Each Mailbox Reset, Single305B077 1535 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 9298 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 116910 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A340 2676 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range C/D424A369 226 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B655 500 Ton Superpave Bituminous Concrete Upper Binder Layer,


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 51780 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization

NH-0013(591) LAUDERDALE County- 2 -

680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 66,000.00)701A227 10 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 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 844 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 14 Mile Broken Temporary Traffic Stripe701C001 38 Mile Solid Temporary Traffic Stripe703A002 1577 Square Foot Traffic Control Markings, Class 2, Type A703B002 112 Square Foot Traffic Control Legends, Class 2, Type A703D001 2200 Square Foot Temporary Traffic Control Markings705A030 26 Each Pavement Markers, Class A-H, Type 2-C705A032 115 Each Pavement Markers, Class A-H, Type 1-B705A037 373 Each Pavement Markers, Class A-H, Type 2-D740B000 797 Square Foot Construction Signs740E000 300 Each Cones (36 Inches High)740M001 300 Each Ballast For Cone740O000 1 Each Pilot Car








045


NH-0013(592)FRANKLIN COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-13 FROM 0.08 MILES NORTH OFOLD TUSCALOOSA ROAD IN PHIL CAMPBELL TO 0.12 MILES SOUTH OFSAND PIT ROAD










206C010 152 Square Yard Removing Concrete Driveway305B077 581 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 3389 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 35102 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 2717 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 19600 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 $ 31,000.00)701A227 4 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)

NH-0013(592) FRANKLIN County- 2 -

701A230 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 21 Mile Solid Temporary Traffic Stripe703A002 124 Square Foot Traffic Control Markings, Class 2, Type A703D001 248 Square Foot Temporary Traffic Control Markings705A032 38 Each Pavement Markers, Class A-H, Type 1-B705A037 216 Each Pavement Markers, Class A-H, Type 2-D740B000 446 Square Foot Construction Signs740E000 300 Each Cones (36 Inches High)740M001 300 Each Ballast For Cone740O000 1 Each Pilot Car








046


NH-0074(531)WINSTON COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-74 (US-278) FROMTHE MARION COUNTY LINE (MP 26.090) TO THE INTERSECTION OF SR-5(MP 28.530) WEST OF NATURAL BRIDGE










206D001 193 Linear Foot Removing Guardrail206E008 10 Each Removing Guardrail End Anchor (All Type)305B077 720 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 5709 Gallon Tack Coat407B000 4 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 57085 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 4278 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 24274 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization

NH-0074(531) WINSTON County- 2 -

630A001 350 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 2 Each Guardrail End Anchor, Type 8630C050 6 Each Guardrail End Anchor, Type 20 Series680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 43,000.00)701A227 6 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 615 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 7 Mile Broken Temporary Traffic Stripe701C001 25 Mile Solid Temporary Traffic Stripe701G251 600 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 1788 Square Foot Traffic Control Markings, Class 2, Type A703B002 90 Square Foot Traffic Control Legends, Class 2, Type A703D001 332 Square Foot Temporary Traffic Control Markings705A030 102 Each Pavement Markers, Class A-H, Type 2-C705A031 115 Each Pavement Markers, Class A-H, Type 1-A705A032 176 Each Pavement Markers, Class A-H, Type 1-B705A037 210 Each Pavement Markers, Class A-H, Type 2-D705A038 140 Each Pavement Markers, Class A-H, Type 2-E740B000 1202 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 300 Each Cones (36 Inches High)740M001 300 Each Ballast For Cone740O000 1 Each Pilot Car741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








047


NH-0074(534)BLOUNT COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON-SR-74 (US-278) FROM JUST EASTOF CR-36 TO THE ETOWAH COUNTY LINE










405A000 6636 Gallon Tack Coat407B000 4 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 66351 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A360 4479 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


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

Maximum Aggregate Size Mix, ESAL Range C/D428C000 39495 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 988 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization610D003 134 Square Yard Filter Blanket, Geotextile665Q002 200 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 52,000.00)

NH-0074(534) BLOUNT County- 2 -

701A227 8 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 4 Mile Broken Temporary Traffic Stripe701C001 25 Mile Solid Temporary Traffic Stripe703A002 120 Square Foot Traffic Control Markings, Class 2, Type A703D001 240 Square Foot Temporary Traffic Control Markings705A032 73 Each Pavement Markers, Class A-H, Type 1-B705A037 368 Each Pavement Markers, Class A-H, Type 2-D740B000 336 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone








048


NH-HSIP-0053(569) & 99-406-513-053-402MONTGOMERY COUNTY, Alabama


PLANING, WIDENING, RESURFACING, PIPE EXTENSIONS, AND STRIPING ONSR-53 (US-231) FROM ATHEY ROAD (MP 101.000) TO JUST SOUTH OFSR-6 (US-82) (MP 105.330)










206D001 225 Linear Foot Removing Guardrail206E000 3 Each Removing Headwalls206E008 15 Each Removing Guardrail End Anchor (All Type)210A000 3260 Cubic Yard Unclassified Excavation210D021 5300 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 900 Station Machine Grading Shoulders214A000 24 Cubic Yard Structure Excavation214B001 5 Cubic Yard Foundation Backfill, Commercial305B077 500 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 11385 Gallon Tack Coat407B000 9 Mile Joint Sealant For Hot Mix Asphalt Pavement408B001 151780 Square Yard Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A281 17520 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range E424A370 1775 Ton Superpave Bituminous Concrete Wearing Surface Layer,

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

NH-HSIP-0053(569) , ETC. MONTGOMERY County- 2 -

424B280 425 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range E

424B281 745 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range E

424B284 750 Ton Superpave Bituminous Concrete Upper Binder Layer, Patching,3/4" Maximum Aggregate Size Mix, ESAL Range E

424B289 12500 Ton Superpave Bituminous Concrete Upper Binder Layer, Leveling,1" Maximum Aggregate Size Mix, ESAL Range E

424B581 890 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range E

424B663 1910 Ton Superpave Bituminous Concrete Upper Binder Layer,Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

428C000 91450 Linear Foot Scoring Bituminous Pavement Surface By Cutting530A101 16 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530A102 8 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization610D003 335 Square Yard Filter Blanket, Geotextile619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A003 1 Each 24" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete630A001 450 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 6 Each Guardrail End Anchor, Type 13630C050 6 Each Guardrail End Anchor, Type 20 Series650A000 3000 Cubic Yard Topsoil652A100 17 Acre Seeding652C000 17 Acre Mowing654A000 250 Square Yard Solid Sodding656A010 17 Acre Mulching659C002 400 Square Yard Erosion Control Product, Type S2665A000 17 Acre Temporary Seeding665B001 51 Ton Temporary Mulching665F000 100 Each Hay Bales665G000 100 Each Sand Bags665J002 2500 Linear Foot Silt Fence665O001 2500 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle666A001 17 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 175,000.00)701A227 9 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 8 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 9 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 5375 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 26 Mile Broken Temporary Traffic Stripe701C001 48 Mile Solid Temporary Traffic Stripe701G142 408 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 408 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 408 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 816 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 408 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 320 Square Foot Traffic Control Markings, Class 2, Type A703D001 320 Square Foot Temporary Traffic Control Markings705A030 76 Each Pavement Markers, Class A-H, Type 2-C705A031 560 Each Pavement Markers, Class A-H, Type 1-A740B000 1343 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 650 Each Cones (36 Inches High)740M001 650 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2








049


NH-HSIP-0163(502)MOBILE COUNTY, Alabama


SAFETY WIDENING, RESURFACING, AND TRAFFIC STRIPE ON SR-163 FROMTHE JUNCTION OF SR-193 TO THE SOUTH ABUTMENT OF THE DOG RIVERBRIDGE EAST OF THEODORE










206C010 50 Square Yard Removing Concrete Driveway405A000 4224 Gallon Tack Coat407B000 12 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 13797 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 1929 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410H000 1 Each Material Remixing Device424A360 6656 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"



Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B685 25 Ton Superpave Bituminous Concrete Lower Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 26208 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization650A000 792 Cubic Yard Topsoil

NH-HSIP-0163(502) MOBILE County- 2 -

652A100 3 Acre Seeding652C000 12 Acre Mowing654A001 624 Square Yard Solid Sodding (Bermuda)656A010 3 Acre Mulching665B001 4 Ton Temporary Mulching665J002 2880 Linear Foot Silt Fence665O001 2880 Linear Foot Silt Fence Removal665Q002 1440 Linear Foot Wattle666A001 3 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 37,600.00)701A227 6 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 6 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 2210 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 8 Mile Broken Temporary Traffic Stripe701C001 11 Mile Solid Temporary Traffic Stripe703A002 3792 Square Foot Traffic Control Markings, Class 2, Type A703B002 247 Square Foot Traffic Control Legends, Class 2, Type A703D001 531 Square Foot Temporary Traffic Control Markings705A030 39 Each Pavement Markers, Class A-H, Type 2-C705A031 830 Each Pavement Markers, Class A-H, Type 1-A705A032 178 Each Pavement Markers, Class A-H, Type 1-B705A037 588 Each Pavement Markers, Class A-H, Type 2-D705A038 89 Each Pavement Markers, Class A-H, Type 2-E740B000 759 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








052


SRTS-SR11(906)LOWNDES COUNTY, Alabama


SIDEWALK AND CROSSWALK IMPROVEMENTS ON VARIOUS ROUTES IN FORTDEPOSIT









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

210D021 248 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)230B000 85 Square Yard Roadbed Processing305B077 59 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 50 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A336 63 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"


Patching, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B424B635 600 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B517D002 20 Linear Foot Galvanized Steel Sidewalk Handrail530A004 20 Linear Foot 36" Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization618A000 1851 Square Yard Concrete Sidewalk, 4" Thick621A011 3 Each Junction Boxes, Type 1 Or 1P622A004 2 Each Manhole Covers Reset (Riser Ring Method)623B002 90 Linear Foot Concrete Curb, Type A

SRTS-SR11(906) LOWNDES County- 2 -

623B008 1346 Linear Foot Concrete Curb, Type H641R515 1 Each 1 Inch Water Meter And Box Reset650A000 110 Cubic Yard Topsoil652A100 1 Acre Seeding654A000 225 Square Yard Solid Sodding656A010 1 Acre Mulching665F000 12 Each Hay Bales665J002 3330 Linear Foot Silt Fence665O001 3330 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 4200.00)703A002 630 Square Foot Traffic Control Markings, Class 2, Type A703B002 450 Square Foot Traffic Control Legends, Class 2, Type A710A126 114 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B001 156 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)740B000 168 Square Foot Construction Signs740E000 42 Each Cones (36 Inches High)740G000 2 Each Barricades, Type I, (Portable, 24 Inches Wide)740M001 42 Each Ballast For Cone








055


STPAA-0020(518)LAUDERDALE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-20 FROM NATCHEZ TRACEPARKWAY TO 0.12 MILES EAST OF CR-222










206C010 12 Square Yard Removing Concrete Driveway206E019 8 Each Removing Guardrail End Anchor (Type 10)305B077 1797 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 12620 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 151276 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A340 2510 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"





Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 60634 Linear Foot Scoring Bituminous Pavement Surface By Cutting

STPAA-0020(518) LAUDERDALE County- 2 -

600A000 1 Lump Sum Mobilization630C050 8 Each Guardrail End Anchor, Type 20 Series680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 94,000.00)701A227 11 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 8 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 3288 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 18 Mile Broken Temporary Traffic Stripe701C001 54 Mile Solid Temporary Traffic Stripe701G146 878 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 439 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 878 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 439 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 9144 Square Foot Traffic Control Markings, Class 2, Type A703B002 471 Square Foot Traffic Control Legends, Class 2, Type A703D001 2316 Square Foot Temporary Traffic Control Markings705A030 12 Each Pavement Markers, Class A-H, Type 2-C705A031 85 Each Pavement Markers, Class A-H, Type 1-A705A032 700 Each Pavement Markers, Class A-H, Type 1-B705A037 636 Each Pavement Markers, Class A-H, Type 2-D705A038 320 Each Pavement Markers, Class A-H, Type 2-E731A012 1 Each Traffic Counting Units, Type M740B000 1311 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 350 Each Cones (36 Inches High)740M001 350 Each Ballast For Cone740O000 1 Each Pilot Car741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








056


STPAA-0051(511)RUSSELL COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-51 FROM 0.14 MILES SOUTH OFCR-164 TO THE LEE COUNTY LINE










401B100 92835 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 10000 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 65180 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A052 20512 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A356 4500 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"


Widening, 3/8" Maximum Aggregate Size Mix,ESAL Range C/D424B650 8500 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B661 50 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B685 300 Ton Superpave Bituminous Concrete Lower Binder Layer,


STPAA-0051(511) RUSSELL County- 2 -

424B689 3000 Ton Superpave Bituminous Concrete Lower Binder Layer,Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D

430B043 1200 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 86,000.00)701A227 13 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 6 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 15 Mile Broken Temporary Traffic Stripe701C001 80 Mile Solid Temporary Traffic Stripe703A002 60 Square Foot Traffic Control Markings, Class 2, Type A703D001 60 Square Foot Temporary Traffic Control Markings705A032 425 Each Pavement Markers, Class A-H, Type 1-B705A037 600 Each Pavement Markers, Class A-H, Type 2-D740B000 1190 Square Foot Construction Signs740O000 1 Each Pilot Car








057


STPAA-0145(505)CHILTON COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-145 FROM JUSTEAST OF SR-3 (US-31) (MP 0.034) TO THE JUNCTION OF I-65(MP 3.677) IN CLANTON



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







206C000 61 Square Yard Removing Concrete Sidewalk209A000 3 Each Mailbox Reset, Single305B077 391 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 10135 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 48156 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)408A053 65756 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A360 7416 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B650 5425 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Maximum Aggregate Size Mix, ESAL Range C/D

STPAA-0145(505) CHILTON County- 2 -

424B685 3743 Ton Superpave Bituminous Concrete Lower Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424B689 500 Ton Superpave Bituminous Concrete Lower Binder Layer,Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D

600A000 1 Lump Sum Mobilization618A000 89 Square Yard Concrete Sidewalk, 4" Thick665G000 750 Each Sand Bags665J002 1500 Linear Foot Silt Fence665O001 1500 Linear Foot Silt Fence Removal665Q002 250 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 109,070.00)701A227 4 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 8 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 7 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701B207 407 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 18 Mile Broken Temporary Traffic Stripe701C001 22 Mile Solid Temporary Traffic Stripe701G142 268 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 268 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 268 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 536 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 268 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 2057 Square Foot Traffic Control Markings, Class 2, Type A703B002 225 Square Foot Traffic Control Legends, Class 2, Type A703D001 3912 Square Foot Temporary Traffic Control Markings705A030 69 Each Pavement Markers, Class A-H, Type 2-C705A031 398 Each Pavement Markers, Class A-H, Type 1-A705A032 217 Each Pavement Markers, Class A-H, Type 1-B705A037 467 Each Pavement Markers, Class A-H, Type 2-D705A038 125 Each Pavement Markers, Class A-H, Type 2-E730H001 2054 Linear Foot Loop Wire740B000 1438 Square Foot Construction Signs740D000 150 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








058


STPAA-0181(506)BALDWIN COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-181 FROM NEARSR-16 (US-90) (MP 16.493) TO THE INTERSECTION OF SR-3 (US-31)(MP 18.260)










212A000 188 Station Machine Grading Shoulders405A000 5528 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 56021 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A055 12146 Square Yard Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick)410H000 1 Each Material Remixing Device424A360 6837 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"





Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization .

STPAA-0181(506) BALDWIN County- 2 -

650A000 100 Cubic Yard Topsoil652A100 2 Acre Seeding654A001 550 Square Yard Solid Sodding (Bermuda)656A010 2 Acre Mulching665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 200 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 50,000.00)701A227 4 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 4 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 6517 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 6 Mile Broken Temporary Traffic Stripe701C001 12 Mile Solid Temporary Traffic Stripe703A002 10583 Square Foot Traffic Control Markings, Class 2, Type A703B002 1031 Square Foot Traffic Control Legends, Class 2, Type A703D001 8695 Square Foot Temporary Traffic Control Markings705A030 285 Each Pavement Markers, Class A-H, Type 2-C705A031 966 Each Pavement Markers, Class A-H, Type 1-A705A032 159 Each Pavement Markers, Class A-H, Type 1-B705A037 114 Each Pavement Markers, Class A-H, Type 2-D705A038 101 Each Pavement Markers, Class A-H, Type 2-E730H001 13292 Linear Foot Loop Wire740B000 1151 Square Foot Construction Signs740D000 250 Each Channelizing Drums741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit








059


STPAA-0195 (503)WALKER COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON SR-195 FROM THEJUNCTION OF SR-5 (US-78) TO 1.766 MILES NORTH OF CR-27 (FALLSCITY ROAD)










206C010 229 Square Yard Removing Concrete Driveway210A000 9520 Cubic Yard Unclassified Excavation305B077 250 Ton Crushed Aggregate, Section 825, For Miscellaneous Use404G002 95815 Square Yard Pavement Surfacing (High Performance Chip Seal)405A000 10751 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement424A361 10540 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424C370 18126 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 60530 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization610D003 333 Square Yard Filter Blanket, Geotextile650A000 25221 Cubic Yard Topsoil652A100 3 Acre Seeding

STPAA-0195 (503) WALKER County- 2 -

656A010 3 Acre Mulching665A000 3 Acre Temporary Seeding665B001 9 Ton Temporary Mulching665G000 150 Each Sand Bags665J002 2000 Linear Foot Silt Fence665O001 2000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle666A001 3 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 138,000.00)701A227 12 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 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 413 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 11 Mile Broken Temporary Traffic Stripe701C001 30 Mile Solid Temporary Traffic Stripe701G146 725 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 363 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 363 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H000 1087 Linear Foot Solid Traffic Stripe Removed (Paint)701H005 363 Linear Foot Broken Traffic Stripe Removed (Paint)703A002 2276 Square Foot Traffic Control Markings, Class 2, Type A703B002 292 Square Foot Traffic Control Legends, Class 2, Type A703D001 1243 Square Foot Temporary Traffic Control Markings705A030 20 Each Pavement Markers, Class A-H, Type 2-C705A032 218 Each Pavement Markers, Class A-H, Type 1-B705A037 538 Each Pavement Markers, Class A-H, Type 2-D705A038 53 Each Pavement Markers, Class A-H, Type 2-E730H001 2184 Linear Foot Loop Wire730I001 695 Linear Foot Loop Detector Lead-In-Cable740B000 1154 Square Foot Construction Signs740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone740O000 1 Each Pilot Car741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A000 2 Each Portable Changeable Message Signs, Type 1 (Truck Mounted)








060


STPAA-0195 (504)WALKER COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-195 FROM 1.766 MILES NORTHOF CR-27 (FALLS CITY ROAD) TO THE WINSTON COUNTY LINE










305B077 2042 Ton Crushed Aggregate, Section 825, For Miscellaneous Use404G002 95275 Square Yard Pavement Surfacing (High Performance Chip Seal)405A000 6839 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement424A361 10746 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D428C000 61248 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization665G000 50 Each Sand Bags665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 93,000.00)701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe

STPAA-0195 (504) WALKER County- 2 -

701C001 33 Mile Solid Temporary Traffic Stripe703A002 544 Square Foot Traffic Control Markings, Class 2, Type A703D001 544 Square Foot Temporary Traffic Control Markings705A032 190 Each Pavement Markers, Class A-H, Type 1-B705A037 490 Each Pavement Markers, Class A-H, Type 2-D740B000 1064 Square Foot Construction Signs740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone740O000 1 Each Pilot Car741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A000 2 Each Portable Changeable Message Signs, Type 1 (Truck Mounted)








061


STPAA-0281(501) & 99-404-154-281-402CLEBURNE COUNTY, Alabama


RESURFACING, TRAFFIC STRIPE, AND GUARDRAIL REPLACEMENT ON SR-281FROM THE CLAY COUNTY LINE TO MP 497.144



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







206D001 40990 Linear Foot Removing Guardrail206E008 196 Each Removing Guardrail End Anchor (All Type)210D001 3760 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)405A000 7260 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 267 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)424A336 8170 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"


Widening, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B424B639 300 Ton Superpave Bituminous Concrete Upper Binder Layer,


Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B430B043 1000 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization629E013 254 Linear Foot Bridge Rail Retrofit,Type BC(NJ)

STPAA-0281(501) , ETC. CLEBURNE County- 2 -

630A050 41013 Linear Foot Steel Beam Guardrail, Class A, Type 4630C000 180 Each Guardrail End Anchor, Type 10630C003 16 Each Guardrail End Anchor, Type 13698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 87,000.00)701A227 21 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 18 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 3 Mile Broken Temporary Traffic Stripe701C001 39 Mile Solid Temporary Traffic Stripe703A002 64 Square Foot Traffic Control Markings, Class 2, Type A703D001 40 Square Foot Temporary Traffic Control Markings705A032 200 Each Pavement Markers, Class A-H, Type 1-B705A037 1200 Each Pavement Markers, Class A-H, Type 2-D740B000 562 Square Foot Construction Signs740O000 1 Each Pilot Car








063

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0010(536)

BARBOUR COUNTY, Alabama


PLANING, SAFETY WIDENING, RESURFACING, AND TRAFFIC STRIPE ONSR-10 FROM THE PIKE COUNTY LINE TO REYNOLDS STREET IN CLIO










210D021 3130 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 570 Station Machine Grading Shoulders405A000 13101 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 79580 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A361 7858 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B701 3184 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D428C000 56955 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization650A000 308 Cubic Yard Topsoil652A100 14 Acre Seeding

STPAA-HSIP-0010(536) BARBOUR County- 2 -

652C000 62 Acre Mowing656A010 14 Acre Mulching659C002 200 Square Yard Erosion Control Product, Type S2665A000 5 Acre Temporary Seeding665B001 14 Ton Temporary Mulching665G000 240 Each Sand Bags665J002 3700 Linear Foot Silt Fence665O001 3700 Linear Foot Silt Fence Removal665P005 3 Each Inlet Protection, Stage 3 Or 4665Q002 3200 Linear Foot Wattle666A001 14 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 73,220.00)701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 1 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe701C001 44 Mile Solid Temporary Traffic Stripe701D007 2 Mile Solid Traffic Stripe Removed (Paint)701D008 2 Mile Solid Traffic Stripe Removed (Plastic)701D014 1 Mile Broken Traffic Stripe Removed (Paint)701D015 1 Mile Broken Traffic Stripe Removed (Plastic)701G146 2351 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 1176 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 1355 Square Foot Traffic Control Markings, Class 2, Type A703D001 772 Square Foot Temporary Traffic Control Markings705A030 270 Each Pavement Markers, Class A-H, Type 2-C705A032 130 Each Pavement Markers, Class A-H, Type 1-B705A037 435 Each Pavement Markers, Class A-H, Type 2-D740B000 751 Square Foot Construction Signs740E000 150 Each Cones (36 Inches High)740M001 150 Each Ballast For Cone740O000 1 Each Pilot Car








064


STPAA-HSIP-0041(513) & 99-408-663-041-315MONROE AND WILCOX COUNTIES, Alabama


SAFETY WIDENING, RESURFACING, AND TRAFFIC STRIPE ON SR-41 ANDINTERSECTION IMPROVEMENTS AT CR-8 FROM 0.055 MILES SOUTH OF THEMONROE COUNTY LINE TO 1.340 MILES NORTH OF CR-12










206D002 160 Linear Foot Removing Curb209A000 3 Each Mailbox Reset, Single405A000 11160 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A361 9210 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424C370 2623 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 68062 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 100 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization614A000 5 Cubic Yard Slope Paving

STPAA-HSIP-0041(513) , ETC. MONROE , ETC. Counties- 2 -

623B000 192 Linear Foot Concrete Curb, Type N623B001 13 Linear Foot Concrete Curb, Type N Special650A000 3370 Cubic Yard Topsoil652A100 8 Acre Seeding652C000 57 Acre Mowing656A010 8 Acre Mulching665B001 24 Ton Temporary Mulching665J002 500 Linear Foot Silt Fence665O001 500 Linear Foot Silt Fence Removal665Q002 300 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 57,350.00701A227 13 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 10 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 150 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C002 3 Mile Broken Temporary Traffic Stripe (Paint)701C003 23 Mile Solid Temporary Traffic Stripe (Paint)701G146 1148 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 164 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 820 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 328 Linear Foot Solid Traffic Stripe Removed (Plastic)701H002 1640 Linear Foot Solid Traffic Stripe Removed (Tape)701H006 164 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 120 Square Foot Traffic Control Markings, Class 2, Type A703B002 96 Square Foot Traffic Control Legends, Class 2, Type A703D002 120 Square Foot Temporary Traffic Control Markings (Paint)703E002 96 Square Foot Temporary Traffic Control Legends (Paint)705A030 45 Each Pavement Markers, Class A-H, Type 2-C705A032 173 Each Pavement Markers, Class A-H, Type 1-B705A037 666 Each Pavement Markers, Class A-H, Type 2-D740B000 758 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740I002 3 Each Warning Lights, Type B740M001 200 Each Ballast For Cone740O000 1 Each Pilot Car








065


STPAA-HSIP-0047(504) & STPAA-HSIP-0083(502)MONROE COUNTY, Alabama


SAFETY WIDENING, RESURFACING, AND TRAFFIC STRIPE ON SR-47 FROMNORTH OF CR-9 TO NORTH OF SR-83 AND ON SR-83 FROM THE CONECUHCOUNTY LINE TO SR-47 IN MIDWAY










212A000 515 Station Machine Grading Shoulders404G002 42562 Square Yard Pavement Surfacing (High Performance Chip Seal)405A000 6180 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A361 3135 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424C370 2000 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 24035 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 400 Ton Aggregate Surfacing (1" Down, Crusher Run)

STPAA-HSIP-0047(504) , ETC. MONROE County- 2 -

600A000 1 Lump Sum Mobilization650A000 1784 Cubic Yard Topsoil652A100 19 Acre Seeding652C000 19 Acre Mowing656A010 19 Acre Mulching665B001 42 Ton Temporary Mulching665J002 1500 Linear Foot Silt Fence665O001 1500 Linear Foot Silt Fence Removal665Q002 600 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 48,000.00)701A227 11 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C002 4 Mile Broken Temporary Traffic Stripe (Paint)701C003 17 Mile Solid Temporary Traffic Stripe (Paint)701G252 300 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip)703A002 118 Square Foot Traffic Control Markings, Class 2, Type A703B002 104 Square Foot Traffic Control Legends, Class 2, Type A703D002 90 Square Foot Temporary Traffic Control Markings (Paint)703E002 72 Square Foot Temporary Traffic Control Legends (Paint)705A032 155 Each Pavement Markers, Class A-H, Type 1-B705A037 469 Each Pavement Markers, Class A-H, Type 2-D740B000 556 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone740O000 1 Each Pilot Car








066


STPAA-HSIP-0054(500), 99-407-312-054-801 & 99-507-312-054-801GENEVA COUNTY, Alabama


PLANING, SAFETY WIDENING, RESURFACING, AND BRIDGE CULVERT INSTALLATIONSON SR-54 FROM THE COVINGTON COUNTY LINE TO THE PAVEMENT JOINT JUSTWEST OF SR-52



The Entire Project Shall Be Completed In One Hundred Forty(140) Working Days.







201A002 1 Lump Sum Clearing & Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approximately 9 Acres)

205A001 1 Each Removal Of Structures, Structure No. 1206C010 83 Square Yard Removing Concrete Driveway206D000 255 Linear Foot Removing Pipe206E000 6 Each Removing Headwalls209A000 2 Each Mailbox Reset, Single210A000 3638 Cubic Yard Unclassified Excavation210D011 16076 Cubic Yard Borrow Excavation (A-4 Or Better)212A000 699 Station Machine Grading Shoulders214A000 3135 Cubic Yard Structure Excavation214B001 1005 Cubic Yard Foundation Backfill, Commercial230A000 33 Roadbed Station Roadbed Processing301A222 14551 Square Yard Soil Aggregate Base Course, Type C, Road Mixed, 6"

Compacted Thickness401A000 11166 Square Yard Bituminous Treatment A405A000 14518 Gallon Tack Coat

STPAA-HSIP-0054(500) , ETC. GENEVA County- 2 -

407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 73157 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A361 10306 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B681 951 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"


Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D428C000 66820 Linear Foot Scoring Bituminous Pavement Surface By Cutting502A000 60518 Pound Steel Reinforcement524A011 416 Cubic Yard Culvert Concrete (Cast In Place)535A003 64 Linear Foot 30" Side Drain Pipe600A000 1 Lump Sum Mobilization602A000 22 Each Right Of Way Markers610C001 530 Ton Loose Riprap, Class 2610D003 1149 Square Yard Filter Blanket, Geotextile619A004 2 Each 30" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete630A001 425 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 6 Each Guardrail End Anchor, Type 20 Series650A000 8945 Cubic Yard Topsoil652A100 29 Acre Seeding652C000 90 Acre Mowing654A001 10024 Square Yard Solid Sodding (Bermuda)656A010 48 Acre Mulching656D000 400 Square Yard Mulch Control Netting659C002 3600 Square Yard Erosion Control Product, Type S2659C006 400 Square Yard Erosion Control Product, Type C6665A000 13 Acre Temporary Seeding665B001 31 Ton Temporary Mulching665E000 1000 Square Yard Polyethylene665G000 730 Each Sand Bags665J002 9530 Linear Foot Silt Fence665N000 150 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 9530 Linear Foot Silt Fence Removal665P005 1 Each Inlet Protection, Stage 3 Or 4665Q002 7670 Linear Foot Wattle666A001 29 Acre Pest Control Treatment672C100 4 Each Flocculant Application, Ditch Check680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 181,000.00)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)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 7 Mile Broken Temporary Traffic Stripe701C001 51 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 1289 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1289 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)703A002 216 Square Foot Traffic Control Markings, Class 2, Type A703D001 216 Square Foot Temporary Traffic Control Markings705A032 130 Each Pavement Markers, Class A-H, Type 1-B705A037 738 Each Pavement Markers, Class A-H, Type 2-D740B000 1316 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 140 Each Cones (36 Inches High)740F002 29 Each Barricades, Type III740I005 14 Each Warning Lights, Type B (Detachable Head)

STPAA-HSIP-0054(500) , ETC. GENEVA County- 3 -

740M001 140 Each Ballast For Cone740O000 1 Each Pilot Car








069


RUSSELL AND LEE COUNTIES, Alabama


PLANING, SAFETY WIDENING, RESURFACING, AND TRAFFIC STRIPE ONSR-169 FROM THE INTERSECTION SR-8 (US-80) TO JUST WEST OF CR-175










210D001 300 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)401B100 94375 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 5000 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 84900 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 9400 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"




Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B662 50 Ton Superpave Bituminous Concrete Upper Binder Layer,

Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B685 300 Ton Superpave Bituminous Concrete Lower Binder Layer,


STPAA-HSIP-0169(501) RUSSELL , ETC. Counties- 2 -

424C370 2360 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"Maximum Aggregate Size Mix, ESAL Range C/D

428C000 60670 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 560 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610D003 334 Square Yard Filter Blanket, Geotextile665A000 6 Acre Temporary Seeding665B001 18 Ton Temporary Mulching665G000 100 Each Sand Bags665J002 200 Linear Foot Silt Fence665O001 200 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 116,000.00)701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 7 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 11 Mile Broken Temporary Traffic Stripe701C001 55 Mile Solid Temporary Traffic Stripe703A002 591 Square Foot Traffic Control Markings, Class 2, Type A703D001 230 Square Foot Temporary Traffic Control Markings705A031 20 Each Pavement Markers, Class A-H, Type 1-A705A032 150 Each Pavement Markers, Class A-H, Type 1-B705A037 540 Each Pavement Markers, Class A-H, Type 2-D740B000 1690 Square Foot Construction Signs740O000 1 Each Pilot Car








070


FAYETTE COUNTY, Alabama


SAFETY WIDENING, RESURFACING, AND TRAFFIC STRIPE ON SR-171 FROMTHE TUSCALOOSA COUNTY LINE TO 0.158 MILES NORTH OF SR-159



The Entire Project Shall Be Completed In One Hundred Fifteen(115) Working Days.







206C010 30 Square Yard Removing Concrete Driveway206D000 4 Linear Foot Removing Pipe206E000 1 Each Removing Headwalls209A000 26 Each Mailbox Reset, Single209A001 1 Each Mailbox Reset, Double210D021 1560 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 263 Cubic Yard Structure Excavation214B001 394 Cubic Yard Foundation Backfill, Commercial305B077 3674 Ton Crushed Aggregate, Section 825, For Miscellaneous Use401A004 178558 Square Yard Bituminous Treatment E407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A361 15953 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"




STPAA-HSIP-0171(512) FAYETTE County- 2 -

424B662 4464 Ton Superpave Bituminous Concrete Upper Binder Layer,Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D

428C000 114787 Linear Foot Scoring Bituminous Pavement Surface By Cutting502A000 70162 Pound Steel Reinforcement524B010 481 Cubic Yard Culvert Concrete Extension530A105 13 Linear Foot 42" Roadway Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization610D003 1600 Square Yard Filter Blanket, Geotextile619A056 1 Each 42" Roadway Pipe End Treatment, Class 2620A000 1 Cubic Yard Minor Structure Concrete630A001 225 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 1681 Cubic Yard Topsoil652A100 3 Acre Seeding654A001 295 Square Yard Solid Sodding (Bermuda)656A010 3 Acre Mulching659C000 597 Square Yard Erosion Control Product, Type S4659C001 212 Square Yard Erosion Control Product, Type S3665A000 6 Acre Temporary Seeding665B001 2 Ton Temporary Mulching665E000 1200 Square Yard Polyethylene665G000 50 Each Sand Bags665J002 2200 Linear Foot Silt Fence665N000 400 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 2200 Linear Foot Silt Fence Removal665Q002 750 Linear Foot Wattle666A001 3 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 139,300.00)701A227 22 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 10 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 10 Mile Broken Temporary Traffic Stripe701C001 8 Mile Solid Temporary Traffic Stripe703A002 673 Square Foot Traffic Control Markings, Class 2, Type A703D001 506 Square Foot Temporary Traffic Control Markings705A032 305 Each Pavement Markers, Class A-H, Type 1-B705A037 816 Each Pavement Markers, Class A-H, Type 2-D740B000 986 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740I002 4 Each Warning Lights, Type B740M001 250 Each Ballast For Cone740O000 1 Each Pilot Car








072


STPAA-MR13(902)CHEROKEE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON SR-283 FROM SR-25 TO SR-68; ONSR-68 FROM SR-283 TO SR-9; AND ON SR-9 FROM SR-68 TO THE END OF THE5-LANE SECTION OF SR-9










206C000 52 Square Yard Removing Concrete Sidewalk405A000 10423 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 115248 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A360 8903 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range C/D424C364 1150 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 12250 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 391 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization618A000 64 Square Yard Concrete Sidewalk, 4" Thick652A100 1 Acre Seeding

STPAA-MR13(902) CHEROKEE County- 2 -

656A010 1 Acre Mulching665A000 1 Acre Temporary Seeding665B001 3 Ton Temporary Mulching665G000 100 Each Sand Bags665Q002 500 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 100,000.00)701A227 4 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 6 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 5 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B063 3250 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 1732 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 31 Mile Broken Temporary Traffic Stripe701C001 24 Mile Solid Temporary Traffic Stripe703A002 12834 Square Foot Traffic Control Markings, Class 2, Type A703B002 1480 Square Foot Traffic Control Legends, Class 2, Type A703D001 36860 Square Foot Temporary Traffic Control Markings703E001 2970 Square Foot Temporary Traffic Control Legends705A030 456 Each Pavement Markers, Class A-H, Type 2-C705A031 373 Each Pavement Markers, Class A-H, Type 1-A705A032 558 Each Pavement Markers, Class A-H, Type 1-B705A037 721 Each Pavement Markers, Class A-H, Type 2-D705A038 279 Each Pavement Markers, Class A-H, Type 2-E730H001 10900 Linear Foot Loop Wire730I001 4920 Linear Foot Loop Detector Lead-In-Cable730K000 17 Each Traffic Signal Junction Box730L005 1400 Linear Foot 2", Non-Metallic, Conduit730L006 145 Linear Foot 3", Metallic, Conduit740B000 1386 Square Foot Construction Signs740D000 250 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit756A022 435 Linear Foot 4" Electrical Conduit, 1 Line, Type 5 Installation








075


STPNU-0314(250)BARBOUR COUNTY, Alabama


BITUMINOUS SURFACE TREATMENT AND TRAFFIC STRIPE ON CR-75 FROM THEHENRY COUNTY LINE TO SR-131; ON CR-79 FROM SR-1 (US-431) TO SR-131;0N CR-24 FROM SR-30 TO CR-79; AND ON CR-28 FROM BROWDER STREET TO CR-79









401B108 197297 Square Yard Bituminous Treatment G (With Polymer Additive)409A001 68841 Square Yard Triple Layer Bituminous Treatment600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 29,000.00)701A008 16 Mile Broken Yellow, Class 1, Type A Traffic Stripe701A012 29 Mile Solid Yellow, Class 1, Type A Traffic Stripe740B000 764 Square Foot Construction Signs740O000 1 Each Pilot Car








076


STPNU-2414(250)DALLAS COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-45 FROM THE NORTHERNRIGHT-OF-WAY LIMITS OF THE CSX RAILROAD NEAR SR-22 TOAPPROXIMATELY 700 FEET NORTH OF CR-188










206D001 64 Linear Foot Removing Guardrail206E008 8 Each Removing Guardrail End Anchor (All Type)210D021 688 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)401B108 25596 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 2560 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 2368 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization630A001 575 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 854 Cubic Yard Topsoil652A100 4 Acre Seeding

STPNU-2414(250) DALLAS County- 2 -

652C000 4 Acre Mowing656A010 4 Acre Mulching665F000 300 Each Hay Bales665J002 1500 Linear Foot Silt Fence665O001 1500 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 25,000.00)701A076 5 Mile Solid White, Class 2T, Type A Traffic Stripe (5" Wide)701A077 2 Mile Solid Yellow, Class 2T, Type A Traffic Stripe (5" Wide)701A079 2 Mile Broken Yellow, Class 2T, Type A Traffic Stripe (5" Wide)701C000 2 Mile Broken Temporary Traffic Stripe701C001 14 Mile Solid Temporary Traffic Stripe703A004 120 Square Foot Traffic Control Markings, Class 2T, Type A703B004 69 Square Foot Traffic Control Legends, Class 2T, Type A705A032 57 Each Pavement Markers, Class A-H, Type 1-B705A037 168 Each Pavement Markers, Class A-H, Type 2-D740B000 281 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








078


STPNU-3914(250)LAUDERDALE COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-2 FROM 0.60 MILES EAST OFCR-188 TO CR-15; ON CR-51 FROM CR-76 TO CR-50; AND ON CR-89 FROMCR-50 TO CR-505










206D001 63 Linear Foot Removing Guardrail206E008 8 Each Removing Guardrail End Anchor (All Type)212A000 644 Station Machine Grading Shoulders405A000 2147 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 5568 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization630A001 63 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C070 4 Each Guardrail End Anchor, Type 10 Series650A000 671 Cubic Yard Topsoil652A100 3 Acre Seeding656A010 3 Acre Mulching698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 29,000.00)

STPNU-3914(250) LAUDERDALE County- 2 -

701A231 13 Mile Solid White, Class 2, Type A Traffic Stripe701A235 9 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 2 Mile Broken Temporary Traffic Stripe701C001 9 Mile Solid Temporary Traffic Stripe705A032 50 Each Pavement Markers, Class A-H, Type 1-B705A037 620 Each Pavement Markers, Class A-H, Type 2-D740B000 438 Square Foot Construction Signs740E000 30 Each Cones (36 Inches High)740M001 30 Each Ballast For Cone740O000 1 Each Pilot Car








081


TCSP-12AL(001)GENEVA COUNTY, Alabama


SIDEWALK IMPROVEMENTS AND STREET LIGHTING UPDATES ON SR-52 (MAINSTREET) FROM RIPLEY STREET TO BROAD STREET IN SAMSON









206C000 583 Square Yard Removing Concrete Sidewalk206C010 452 Square Yard Removing Concrete Driveway206C021 38 Square Yard Removing Concrete Steps206D003 391 Linear Foot Removing Curb And Gutter206D005 380 Linear Foot Removing Gutter206D008 103 Linear Foot Removing Retaining Wall206E042 2 Each Removing Inlets (Partial)210A000 320 Cubic Yard Unclassified Excavation214B000 368 Cubic Yard Foundation Backfill, Local405A000 2 Gallon Tack Coat424A344 4 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B502A000 12 Pound Steel Reinforcement517A002 65 Linear Foot Galvanized Steel Pipe Handrail600A000 1 Lump Sum Mobilization618A000 658 Square Yard Concrete Sidewalk, 4" Thick618B002 225 Square Yard Concrete Driveway, 6" Thick620A000 1 Cubic Yard Minor Structure Concrete621C001 1 Each Inlets, Type B621C076 1 Each Inlets, Type E (Modified)

TCSP-12AL(001) GENEVA County- 2 -

623A001 105 Linear Foot Concrete Gutter (Valley)623C000 312 Linear Foot Combination Curb & Gutter, Type C623C001 101 Linear Foot Combination Curb & Gutter, Type L623D000 235 Square Yard Concrete Gutter665F000 114 Each Hay Bales665G000 8 Each Sand Bags680A001 1 Lump Sum Geometric Controls740B000 208 Square Foot Construction Signs740D000 20 Each Channelizing Drums750Z220 1 Lump Sum Roadway Lighting








084

Notice To ContractorsState Maintenance Project No.

99-501-690-000-301CHEROKEE, CULLMAN AND MARSHALL COUNTIES, Alabama

M a i n t e n a n c e


BRIDGE PAINTING ALONG VARIOUS ROUTES WITHIN THE FIRST DIVISION



The Entire Project Shall Be Completed In One Hundred Fifty(150) Working Days.





521B001 1 Lump Sum Coating Existing Bridge At MP 3.703 (A)521B002 1 Lump Sum Coating Existing Bridge At MP 8.661 (B)521B003 1 Lump Sum Coating Existing Bridge At MP 8.996 (C)521B004 1 Lump Sum Coating Existing Bridge At MP 261.620 (D)521B005 1 Lump Sum Coating Existing Bridge At MP 263.195 (E)521B006 1 Lump Sum Coating Existing Bridge At MP 263.395 (F)521B007 1 Lump Sum Coating Existing Bridge At MP 256.804 (G)521B008 1 Lump Sum Coating Existing Bridge At MP 88.042 (H)521B009 1 Lump Sum Coating Existing Bridge At MP 7.166 (I)521B010 1 Lump Sum Coating Existing Bridge At MP 37.489 (J)521B011 1 Lump Sum Coating Existing Bridge At MP 38.495 (K)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 27,350.00)740B000 532 Square Foot Construction Signs740D000 200 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit




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."



200


BRZ-6400(213)WALKER COUNTY, Alabama

THIS PROJECT HAS BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BYQUALIFIED SBE CONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT ANDALDOT OFFICE ENGINEER.


PARTIAL BRIDGE REPLACEMENT ON THE OVERTOWN BRIDGE OVER THENORFOLK SOUTHERN RAILROAD ON CR-179 (PLYWOOD PLANK ROAD)









206D001 50 Linear Foot Removing Guardrail206E019 4 Each Removing Guardrail End Anchor (Type 10)502A000 4380 Pound Steel Reinforcement508F000 1 Lump Sum Bridge Deck Drainage System (Specialty Item)520A000 1 Lump Sum Repairs To Existing Bridge, Station Station 29.65521B000 1 Lump Sum Coating Existing Bridge At Sta. 28+53.58 to Sta. 30+56.42600A000 1 Lump Sum Mobilization629E013 406 Linear Foot Bridge Rail Retrofit,Type BC(NJ)630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 13,000.00)740B000 109 Square Foot Construction Signs740F002 8 Each Barricades, Type III740I002 2 Each Warning Lights, Type B








201


STPNU-3025(203)FRANKLIN COUNTY, Alabama

THIS PROJECT HAS BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BYQUALIFIED SBE CONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT ANDALDOT OFFICE ENGINEER.

Sealed bids will be received by the Director of Transportation at the office ofthe Alabama Department of Transportation, Montgomery, Alabama until 10 AM.,April 04, 2014 , and at that time publicly opened for constructing thefollowing:

RESURFACING AND TRAFFIC STRIPE ON CR-48 FROM THE RUSSELLVILLECITY LIMITS TO THE INTERSECTION OF CR-77









401A006 34848 Square Yard Bituminous Treatment G405A000 865 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 3015 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424B670 1300 Ton Superpave Bituminous Concrete Lower Binder Layer,

Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B430B047 1070 Ton Aggregate Surfacing (3/4" Down,Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 25,000.00)701A231 6 Mile Solid White, Class 2, Type A Traffic Stripe701A235 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C002 1 Mile Broken Temporary Traffic Stripe (Paint)701C003 5 Mile Solid Temporary Traffic Stripe (Paint)

STPNU-3025(203) FRANKLIN County- 2 -

705A032 72 Each Pavement Markers, Class A-H, Type 1-B705A037 285 Each Pavement Markers, Class A-H, Type 2-D740B000 276 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car








Documents

ALABAMAalletting.dot.state.al.us/WEBPROPS/2014/20140404/NTC... · 2014-04-04 · The Entire Project Shall Be Completed In One Hundred Eighty-five (185) Working Days. A 8.00% DBE Contract