alabamaalletting.dot.state.al.us/prior lettings/2013 prior letting/may_31... · 424b659 4025 ton...

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation Letting

May 31, 201310:00 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

ALABAMA DEPARTMENT OF TRANSPORTATION1409 Coliseum Boulevard, Montgomery, Alabama 36110

Bureau of Office EngineerPlans and Proposals Section

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

Robert Bentley John R. CooperGovernor Transportation Director

May 7, 2013

SPECIAL NOTICE TO CONTRACTORSAll bids shall be submitted using a bid system prescribed by the

Department, via either bidder furnished digital storage media (CD-ROM, DVD-ROM, OR USB FLASH DRIVE, EFFECTIVE AUGUST 1, 2013,DISKETTES WILL NO LONGER BE ACCEPTED) or the Department’s approved Internet Bidding Service Provider. Bids submitted using any other form, format, or means will be rejected. The digital storage media used to submit the bid shall become the property of the State of Alabama.

May 31, 2013 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 PURCHASE A BIDDING PROPOSAL. WE ARE NO LONGER PROVIDING 3.5" DISKETTES FOR BIDDING PURPOSES. BIDDING FILES ARE AVAILABLE AT OUR WEBSITE" WWW.DOT.STATE.AL.US BIDDING PROPOSAL PLANS PLANS (ONE EACH) PRICE QTY. $5.00 ____ $ 59.00 ____ 003 NHF-BRF-0074(504), MARION $5.00 ____ $ 30.00 ____ 006 STPHV-8507(600), MADISON $5.00 ____ $ 18.00 ____ 015 ACBRZ58406-ATRP(001), MORGAN $5.00 ____ $ 8.00 ____ 016 ACBRZ58640-ATRP(001), ETOWAH $5.00 ____ $ 2.00 ____ 017 ACNU58365-ATRP(001), CALHOUN $5.00 ____ $ 14.00 ____ 018 ACOA58349-ATRP(001), MACON $5.00 ____ $ 5.00 ____ 019 ACOA58499-ATRP(001), TUSCALOOSA $5.00 ____ $ 8.00 ____ 020 ACOA58504-ATRP(001), TALLAPOOSA $5.00 ____ $ 22.00 ____ 021 ACOA58551-ATRP(001), PIKE $5.00 ____ $ 7.00 ____ 022 ACOA58620-ATRP(001), MARSHALL $5.00 ____ $ 59.00 ____ 023 ACOA58773-ATRP(001), MOBILE $5.00 ____ $ 28.00 ____ 025 BR-0004(506), ST. CLAIR $5.00 ____ $ 16.00 ____ 026 BR-0022(503), DALLAS $5.00 ____ $ 16.00 ____ 030 CMAQ-9802(914), SHELBY $5.00 ____ $ 4.00 ____ 032 ER-8940(952), BLOUNT $5.00 ____ $ 29.00 ____ 035 HPP-STPNU-A146(900), BIBB $5.00 ____ $ 18.00 ____ 040 NH-0012(554),ETC., DALE, ETC. $5.00 ____ $ 6.00 ____ 042 NH-HSIP-0013(585), MARENGO $5.00 ____ $ 19.00 ____ 045 SRTS-SR13(912), TUSCALOOSA $5.00 ____ $ 12.00 ____ 046 SRTS-SR13(915), COVINGTON $5.00 ____ $ 16.00 ____ 047 SRTS-SR13(916), GENEVA $5.00 ____ $ 4.00 ____ 050 STPAA-0007(536), ST. CLAIR $5.00 ____ $ 9.00 ____ 051 STPAA-0025(537), ST. CLAIR $5.00 ____ $ 6.00 ____ 052 STPAA-0075(527), DEKALB $5.00 ____ $ 3.00 ____ 053 STPAA-8023(600), LEE $5.00 ____ $ 5.00 ____ 055 STPAA-HSIP-0006(548), MONTGOMERY $5.00 ____ $ 3.00 ____ 056 STPAA-HSIP-0009(550), CLAY $5.00 ____ $ 3.00 ____ 057 STPAA-HSIP-0048(503), RANDOLPH $5.00 ____ $ 7.00 ____ 058 STPAA-HSIP-0059(510), MONROE $5.00 ____ $ 4.00 ____ 059 STPAA-HSIP-0106(504),ETC., BUTLER $5.00 ____ $ 55.00 ____ 066 STPMN-7780(600),ETC., MONTGOMERY $5.00 ____ $ 3.00 ____ 070 STPNU-2020(200), COVINGTON $5.00 ____ $ 4.00 ____ 071 STPNU-3300(211), HALE $5.00 ____ $ 11.00 ____ 072 STPNU-HSIP-0022(517), CHILTON $5.00 ____ $ 29.00 ____ 076 STPOA-8863(600), LAUDERDALE $5.00 ____ $ 4.00 ____ 081 ST-059-888-005, SHELBY $5.00 ____ $ 6.00 ____ 084 99-403-371-000-401, JEFFERSON 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 OFFICE ENGINEER. $5.00 ____ $ 6.00 ____ 200 STPOA-2816(201), ETOWAH __________________________________________________________________________________________ PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED: EACH QTY. $125.00 ___ 2013 STANDARD HIGHWAY DRAWINGS $125.00 ___ 2013 METRIC STANDARD HIGHWAY DRAWINGS $ 25.00 ___ 2013 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 CHECK MAKE CHECKS PAYABLE TO: ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD OFFICE ENGINEER - ROOM E-108 MONTGOMERY, ALABAMA 36110 PHONE: (334) 242-6441, 6442, 6526 FAX: (334) 264-7976 e-mail: [email protected] ORDER TOTAL : $____________ PAID BY: ________________________________ DATE: ____________

003

Notice To ContractorsFederal Aid Project No.

NHF-BRF-0074(504)MARION 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.,May 31, 2013, and at that time publicly opened for constructing the following:

GRADE, DRAIN, BASE, PAVE, AND BRIDGE REPLACEMENT AND REMOVAL ONSR-74 (US-278) AT THE BUTTAHATCHEE RIVER IN HAMILTON

The Length Of This Project Is: 1.382 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 Three Hundred Thirty(330) Working Days.

A 8.00% DBE Contract Obligation Is Required.

A Bidding Proposal may be purchased for $5.00.Plans may be purchased for $59.00 per set.

Plans and Proposals are available at the Alabama Department of Transportation,1409 Coliseum Boulevard, Room E-108, Montgomery, AL 36110. Checks should bemade payable to the Alabama Department of Transportation. Plans and Proposalswill be mailed only upon receipt of remittance. No refunds will be made.

Minimum wage rates for this project have been pre-determined by the Secretaryof Labor and are set forth in the advertised specifications. This project issubject to the contract work hours and Safety Standards Act and itsimplementing regulations.

Cashier's check or bid bond for 5% of bid (maximum - $10,000.00) made payableto the Alabama Department of Transportation must accompany each bid as evidenceof good faith.

The bracket range is shown only to provide general financial information tocontractors and bonding companies concerning the project's complexity and size.This Bracket should not be used in preparing a bid, nor will this bracket have anybearing on the decision to award this contract.The Bracket Estimate On This Project Is From $8,787,528 To $10,740,312The Principal Items Of Work Are Approximately As Follows:

201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000 Per Acre)(Approximately 18 Acres)

205A001 1 Each Removal Of Structures, Structure No. 1205A002 1 Each Removal Of Structures, Structure No. 2205A003 1 Each Removal Of Structures, Structure No. 3206A000 1 Lump Sum Removal Of Old Bridge, Station 17+95.79206C010 403 Square Yard Removing Concrete Driveway206C022 953 Square Yard Removing Concrete Slab206D000 1489 Linear Foot Removing Pipe206D001 25 Linear Foot Removing Guardrail206D002 554 Linear Foot Removing Curb206D003 2252 Linear Foot Removing Curb And Gutter206D008 123 Linear Foot Removing Retaining Wall206E000 11 Each Removing Headwalls206E001 6 Each Removing Inlets206E008 10 Each Removing Guardrail End Anchor (All Type)210A000 57087 Cubic Yard Unclassified Excavation210D000 35196 Cubic Yard Borrow Excavation

NHF-BRF-0074(504) MARION County- 2 -

210E001 4940 Cubic Yard Borrow Excavation (Underwater Embankment)214A000 2740 Cubic Yard Structure Excavation214B001 767 Cubic Yard Foundation Backfill, Commercial260A025 58 Cubic Yard Low Strength Cement Mortar, Mix 3301A012 44692 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 37722 Square Yard Bituminous Treatment A401A004 1059 Square Yard Bituminous Treatment E405A000 6475 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A360 4644 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B651 9275 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B654 75 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B658 3255 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B659 4025 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B681 6066 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424C360 10665 Ton Superpave Bituminous Concrete Base Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D430B014 1303 Ton Aggregate Surfacing (ALDOT #410 Modified)430B046 2612 Ton Aggregate Surfacing (Aldot #2)450B000 347 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 267458 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Approximately 217,100 lbs505G003 26 Each Pile Points (Type A, 12")505M002 995 Linear Foot Steel Piling Furnished And Driven (HP 12x53)506A004 42 Linear Foot Drilled Shaft Excavation, 3'-0" Diameter506A006 36 Linear Foot Drilled Shaft Excavation, 5'-6" Diameter506B001 27 Linear Foot Special Drilled Shaft Excavation, 3'-0" Diameter506B006 132 Linear Foot Special Drilled Shaft Excavation, 5'-6" Diameter506C040 69 Linear Foot Drilled Shaft Construction, 3'-0" Diameter, Class DS1 Concrete506C045 168 Linear Foot Drilled Shaft Construction, 5'-6" Diameter, Class DS1 Concrete506F009 36 Linear Foot Permanent Drilled Shaft Casing, 5'-6" Diameter506G000 1 Each Crosshole Sonic Logging, 3'-0" Diameter506G005 8 Each Crosshole Sonic Logging, 5'-6" Diameter508A000 14040 Pound Structural Steel510A000 717 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Approximately 1,043 CY510E000 3146 Square Yard Grooving Concrete Bridge Decks511A053 48 Each Elastomeric Bearing Type 2 (Mark B4)511A073 24 Each Elastomeric Bearing Type 4 (Mark VB4)513B017 1612 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-72

(Specialty Item)513B019 2714 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-63

(Specialty Item)524B011 186 Cubic Yard Culvert Concrete Extension (Cast In Place)530A001 141 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 236 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 128 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A004 304 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530A005 68 Linear Foot 42" Roadway Pipe (Class 3 R.C.)530A105 40 Linear Foot 42" Roadway Pipe (Class 3 R.C.) (Extension)530B001 38 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)530B002 58 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.)530C005 40 Linear Foot 42" Roadway Pipe, Jacked Installation (Smooth Steel)533A098 229 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 22 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)533A100 381 Linear Foot 30" Storm Sewer Pipe (Class 3 R.C.)533A101 74 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)533A102 96 Linear Foot 42" Storm Sewer Pipe (Class 3 R.C.)534E001 229 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)534F000 357 Linear Foot Cleaning Existing Culvert (Greater Than 48" Horizontal Opening)


535A001 336 Linear Foot 18" Side Drain Pipe535A002 267 Linear Foot 24" Side Drain Pipe535A003 100 Linear Foot 30" Side Drain Pipe600A000 1 Lump Sum Mobilization602A000 74 Each Right Of Way Markers606A000 2400 Linear Foot 6" Underdrain Pipe610C001 9976 Ton Loose Riprap, Class 2610D003 2958 Square Yard Filter Blanket, Geotextile610D004 6000 Square Yard Filter Blanket, Aggregate614A000 200 Cubic Yard Slope Paving618B003 432 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A001 1 Each 15" Roadway Pipe End Treatment, Class 1619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A003 4 Each 24" Roadway Pipe End Treatment, Class 1619A004 2 Each 30" Roadway Pipe End Treatment, Class 1619A005 6 Each 36" Roadway Pipe End Treatment, Class 1619A006 3 Each 42" Roadway Pipe End Treatment, Class 1619A007 1 Each 48" Roadway Pipe End Treatment, Class 1619A101 13 Each 18" Side Drain Pipe End Treatment, Class 1619A102 12 Each 24" Side Drain Pipe End Treatment, Class 1619A103 5 Each 30" Side Drain Pipe End Treatment, Class 1619B016 2 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1619B017 2 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1620A000 3 Cubic Yard Minor Structure Concrete621A011 4 Each Junction Boxes, Type 1 Or 1P621A019 4 Each Junction Boxes, Type 1 Or 2P621B011 1 Each Junction Box Units, Type 1 Or 1P621B014 5 Each Junction Box Units, Type 1 Or 2P621C002 4 Each Inlets, Type C, P1 Or P3621C004 1 Each Inlets, Type GH621C015 6 Each Inlets, Type S1 Or S3 (1 Wing)621D015 3 Each Inlet Units, Type S1 Or S3623A000 212 Linear Foot Concrete Gutter623C000 1761 Linear Foot Combination Curb & Gutter, Type C630A001 738 Linear Foot Steel Beam Guardrail, Class A, Type 2630A033 413 Linear Foot Steel Beam Guardrail, Class A, Type 2 (7'-0" Post)630C003 4 Each Guardrail End Anchor, Type 13630C050 3 Each Guardrail End Anchor, Type 20 Series630C070 5 Each Guardrail End Anchor, Type 10 Series650A000 9441 Cubic Yard Topsoil652A100 18 Acre Seeding652C000 72 Acre Mowing654A001 1722 Square Yard Solid Sodding (Bermuda)656A010 18 Acre Mulching659C001 9550 Square Yard Erosion Control Product, Type S3659C002 3210 Square Yard Erosion Control Product, Type S2659C005 3419 Square Yard Erosion Control Product, Type C4665A000 18 Acre Temporary Seeding665B001 54 Ton Temporary Mulching665C010 840 Linear Foot Temporary Pipe665E000 976 Square Yard Polyethylene665G000 1640 Each Sand Bags665I000 2610 Ton Temporary Riprap, Class 2665J002 21465 Linear Foot Silt Fence665K000 3693 Cubic Yard Drainage Sump Excavation665L000 580 Linear Foot Floating Basin Boom665N000 320 Ton Temporary Coarse Aggregate,ALDOT Number 1665N001 1425 Ton Temporary Coarse Aggregate,ALDOT Number 4665O001 7155 Linear Foot Silt Fence Removal665P005 11 Each Inlet Protection, Stage 3 Or 4665Q002 4360 Linear Foot Wattle665T000 1770 Linear Foot Temporary Earth Berms666A001 18 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 480,000.00)701A227 3 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 3 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 3 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)


701B207 966 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 5 Mile Broken Temporary Traffic Stripe701C001 12 Mile Solid Temporary Traffic Stripe701E006 1463 Linear Foot Solid Temporary Traffic Stripe (Removable Tape)701G142 810 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 810 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 810 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 810 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H000 1099 Linear Foot Solid Traffic Stripe Removed (Paint)701H002 1463 Linear Foot Solid Traffic Stripe Removed (Tape)701H005 502 Linear Foot Broken Traffic Stripe Removed (Paint)703A002 1854 Square Foot Traffic Control Markings, Class 2, Type A703B002 270 Square Foot Traffic Control Legends, Class 2, Type A703C000 400 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Paint)703C003 17 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Tape)703D000 17 Square Foot Temporary Traffic Control Markings (Tape)703D002 430 Square Foot Temporary Traffic Control Markings (Paint)705A011 135 Each Pavement Markers, Class C, Type 1-A705A022 11 Each Pavement Markers, Class C, Type 2-C705A023 206 Each Pavement Markers, Class C, Type 2-D705A030 88 Each Pavement Markers, Class A-H, Type 2-C705A031 138 Each Pavement Markers, Class A-H, Type 1-A705A032 276 Each Pavement Markers, Class A-H, Type 1-B705A037 291 Each Pavement Markers, Class A-H, Type 2-D705A038 138 Each Pavement Markers, Class A-H, Type 2-E710A115 143 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 75 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat

Sign Panels 14 Gauge (Type IX Background)710B021 312 Linear Foot Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ",

14 Ga Square Tubular Steel)713A000 84 Linear Foot Permanent Barricades726A000 400 Linear Foot Portable Concrete Safety Barriers,Type 6726A005 370 Linear Foot Portable Concrete Safety Barriers,Type 6(Bridge Bolted)740B000 899 Square Foot Construction Signs740D000 360 Each Channelizing Drums740E000 250 Each Cones (36 Inches High)740F002 26 Each Barricades, Type III740I002 10 Each Warning Lights, Type B740M001 250 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2999 000 2080 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

006


STPHV-8507(600)MADISON COUNTY, Alabama


WIDENING (CLEARING, GRUBBING, UTILITIES, AND SECURITY FENCE) ONCR-7 (ZIERDT ROAD) FROM SOUTH OF CR-11 (MARTIN ROAD) TO NORTHOF MADISON BOULEVARD IN HUNTSVILLE



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







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approx. 48 Acres)

206D011 19714 Linear Foot Removing Fence210A000 4000 Cubic Yard Unclassified Excavation210D001 2000 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 397 Cubic Yard Structure Excavation214B001 85 Cubic Yard Foundation Backfill, Commercial502A000 10186 Pound Steel Reinforcement524A011 78 Cubic Yard Culvert Concrete (Cast In Place)533A101 20 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610C001 100 Ton Loose Riprap, Class 2610C002 220 Ton Loose Riprap, Class 3610D003 825 Square Yard Filter Blanket, Geotextile619A055 2 Each 36" Roadway Pipe End Treatment, Class 2634B000 19315 Linear Foot Industrial Fence, 6 Feet High Plus Barbed Wire (45 Degree Arms)634D000 2 Each Gate, 14 Feet Wide, Complete With Fittings (With Barbed Wire)

STPHV-8507(600) MADISON County- 2 -

650A000 22843 Cubic Yard Topsoil652A100 48 Acre Seeding654A000 10000 Square Yard Solid Sodding656A010 48 Acre Mulching659C001 2000 Square Yard Erosion Control Product, Type S3665A000 48 Acre Temporary Seeding665B001 144 Ton Temporary Mulching665E000 2000 Square Yard Polyethylene665G000 500 Each Sand Bags665I000 500 Ton Temporary Riprap, Class 2665J002 14021 Linear Foot Silt Fence665K000 35 Cubic Yard Drainage Sump Excavation665N000 273 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 14021 Linear Foot Silt Fence Removal665Q002 1900 Linear Foot Wattle674A000 300 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 53,750.00)740B000 754 Square Foot Construction Signs740D000 400 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 4 Each Barricades, Type III740I002 2 Each Warning Lights, Type B740M001 50 Each Ballast For Cone








015

Notice To ContractorsFederal Aid Project No.ACBRZ58406-ATRP(001)MORGAN COUNTY, Alabama


BRIDGE REPLACEMENT AND APPROACHES ON CR-41 (DANVILLE ROAD) OVERTHE WEST FORK OF FLINT CREEK NORTHEAST OF NEEL



The Entire Project Shall Be Completed In Two Hundred Twenty-five(225) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre)(Approximately 7 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station 245+67.5206D000 88 Linear Foot Removing Pipe206D001 137 Linear Foot Removing Guardrail206D011 80 Linear Foot Removing Fence206E008 8 Each Removing Guardrail End Anchor (All Type)210A000 12799 Cubic Yard Unclassified Excavation210D011 39869 Cubic Yard Borrow Excavation (A-4 Or Better)210F001 22392 Ton Borrow Excavation (Underwater Embankment)230A000 23 Roadbed Station Roadbed Processing239B000 9230 Linear Foot Vertical Drainage Wicks240A000 1 Each Settlement Plate Assembly240A001 1 Each Settlement Monitoring Device243A022 12445 Square Yard Geosynthetic Reinforcement For Reinforced Slopes, Type 3301A012 10285 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305B074 612 Ton Drainage Plane, Section 822, For Miscellaneous Use

ACBRZ58406-ATRP(001) MORGAN County- 2 -

401A000 6362 Square Yard Bituminous Treatment A405A000 187 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A340 502 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424A346 25 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B636 933 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 1151 Ton Aggregate Surfacing (1" Down, Crusher Run)430B046 500 Ton Aggregate Surfacing (Aldot #2)450B000 143 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 93288 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 8+70, Approximately 101,575 Lbs.505G003 28 Each Pile Points (Type A, 12")505M002 828 Linear Foot Steel Piling Furnished And Driven (HP 12x53)506A000 54 Linear Foot Drilled Shaft Excavation, 4'-6" Diameter506A008 105 Linear Foot Drilled Shaft Excavation, 4'-0" Diameter506B003 32 Linear Foot Special Drilled Shaft Excavation, 4'-0" Diameter506B004 18 Linear Foot Special Drilled Shaft Excavation, 4'-6" Diameter506C042 137 Linear Foot Drilled Shaft Construction, 4'-0" Diameter, Class DS1 Concrete506C043 73 Linear Foot Drilled Shaft Construction, 4'-6" Diameter, Class DS1 Concrete506F001 54 Linear Foot Permanent Drilled Shaft Casing, 4'-6" Diameter506F008 49 Linear Foot Permanent Drilled Shaft Casing, 4'-0" Diameter506G002 2 Each Crosshole Sonic Logging, 4'-0" Diameter506G003 2 Each Crosshole Sonic Logging, 4'-6" Diameter508A000 10134 Pound Structural Steel510A000 256 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

Station 8+70, Approximately 468 Cu. Yds.510E000 1272 Square Yard Grooving Concrete Bridge Decks511A051 12 Each Elastomeric Bearing Type 2 (Mark B2)511A053 12 Each Elastomeric Bearing Type 2 (Mark B4)511A071 12 Each Elastomeric Bearing Type 4 (Mark VB2)511A073 12 Each Elastomeric Bearing Type 4 (Mark VB4)513B004 694 Linear Foot Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)513B015 1186 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-54

(Specialty Item)535A001 30 Linear Foot 18" Side Drain Pipe535A003 30 Linear Foot 30" Side Drain Pipe600A000 1 Lump Sum Mobilization608A000 1133 Square Yard Separation Geotextile610C000 1020 Ton Loose Riprap, Class 1610C001 2493 Ton Loose Riprap, Class 2610D003 2012 Square Yard Filter Blanket, Geotextile619A101 2 Each 18" Side Drain Pipe End Treatment, Class 1619A103 2 Each 30" Side Drain Pipe End Treatment, Class 1630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 1672 Cubic Yard Topsoil650B000 500 Cubic Yard Topsoil From Stockpiles652A100 7 Acre Seeding656A010 7 Acre Mulching659C003 7915 Square Yard Erosion Control Product, Type S1665A000 7 Acre Temporary Seeding665B001 21 Ton Temporary Mulching665C010 380 Linear Foot Temporary Pipe665F000 310 Each Hay Bales665J002 4750 Linear Foot Silt Fence665O001 4750 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 80,900.00)701E000 4660 Linear Foot Solid Temporary Traffic Stripe701G144 640 Linear Foot Solid White, Class W, Type A Traffic Stripe701G152 640 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe701G249 4660 Linear Foot Solid White, Class 2, Type A Traffic Stripe701G263 4660 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe

ACBRZ58406-ATRP(001) MORGAN County- 3 -

705A037 67 Each Pavement Markers, Class A-H, Type 2-D740B000 539 Square Foot Construction Signs740D000 40 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 50 Each Ballast For Cone








016

Notice To ContractorsFederal Aid Project No.ACBRZ58640-ATRP(001)ETOWAH COUNTY, Alabama


BRIDGE REPLACEMENT AND APPROACHES ON CR-87 (MAYO ROAD) OVERBRISTOW CREEK WEST OF THE JUNCTION OF SR-179 SOUTHWEST OF BOAZ



The Entire Project Shall Be Completed In Sixty(60) 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 $384,734 To $470,230The Principal Items Of Work Are Approximately As Follows:

206A000 1 Lump Sum Removal Of Old Bridge, Station 4+93209A000 3 Each Mailbox Reset, Single210A000 451 Cubic Yard Unclassified Excavation210D001 7310 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 731 Cubic Yard Structure Excavation214B001 192 Cubic Yard Foundation Backfill, Commercial230A000 8 Roadbed Station Roadbed Processing301A012 2200 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 1580 Square Yard Bituminous Treatment A405A000 60 Gallon Tack Coat424A340 125 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B636 200 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 100 Ton Aggregate Surfacing (1" Down, Crusher Run)502A000 33000 Pound Steel Reinforcement524A010 214 Cubic Yard Culvert Concrete600A000 1 Lump Sum Mobilization610C001 230 Ton Loose Riprap, Class 2

ACBRZ58640-ATRP(001) ETOWAH County- 2 -

610D003 153 Square Yard Filter Blanket, Geotextile650A000 685 Cubic Yard Topsoil652A100 1 Acre Seeding656A010 1 Acre Mulching665A000 1 Acre Temporary Seeding665B001 1 Ton Temporary Mulching665E000 50 Square Yard Polyethylene665F000 100 Each Hay Bales665I000 50 Ton Temporary Riprap, Class 2665J002 1500 Linear Foot Silt Fence665O001 1500 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 19,740.00)701A030 1 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 1 Mile Solid Yellow, Class 2T, Type A Traffic Stripe701C001 1 Mile Solid Temporary Traffic Stripe705A037 20 Each Pavement Markers, Class A-H, Type 2-D740B000 110 Square Foot Construction Signs740C000 11 Square Foot Special Construction Signs740F002 8 Each Barricades, Type III740I002 4 Each Warning Lights, Type B








017

Notice To ContractorsFederal Aid Project No.ACNU58365-ATRP(001)

CALHOUN COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CHOCCOLOCCO ROAD (CR-55) FROMSCARBOROUGH LANE TO THE JUNCTION OF SR-9



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







401B106 20909 Square Yard Bituminous Treatment JG (With Polymer Additive)401B108 83635 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 2610 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 5850 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B424B635 8364 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range A/B424B639 350 Ton Superpave Bituminous Concrete Upper Binder Layer,

Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B043 3500 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 86,000.00)701A231 12 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 Stripe

ACNU58365-ATRP(001) CALHOUN County- 2 -

701C000 6 Mile Broken Temporary Traffic Stripe701C001 27 Mile Solid Temporary Traffic Stripe701G251 300 Linear Foot Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)703A002 360 Square Foot Traffic Control Markings, Class 2, Type A703D001 360 Square Foot Temporary Traffic Control Markings705A032 196 Each Pavement Markers, Class A-H, Type 1-B705A037 588 Each Pavement Markers, Class A-H, Type 2-D740B000 500 Square Foot Construction Signs740O000 1 Each Pilot Car








018

Notice To ContractorsFederal Aid Project No.ACOA58349-ATRP(001)MACON COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON CR-30 (FRANKLINROAD) FROM CR-95 (MOTLEY LANE) TO CR-126 (OLD MONTGOMERY ROAD)IN TUSKEGEE



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







206C000 640 Square Yard Removing Concrete Sidewalk206C001 27 Square Yard Removing Concrete Pavement206C010 219 Square Yard Removing Concrete Driveway206D003 275 Linear Foot Removing Curb And Gutter206D005 114 Linear Foot Removing Gutter206E001 3 Each Removing Inlets210A000 200 Cubic Yard Unclassified Excavation210D021 200 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)305B077 100 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 1200 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 14900 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A341 2300 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424A347 100 Ton Superpave Bituminous Concrete Wearing Surface Layer,

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

ACOA58349-ATRP(001) MACON County- 2 -

424B640 190 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B

424B646 135 Ton Superpave Bituminous Concrete Upper Binder Layer,Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

430B043 136 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization614A000 12 Cubic Yard Slope Paving618A000 647 Square Yard Concrete Sidewalk, 4" Thick618B003 274 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)621A013 1 Each Junction Boxes, Type Special621C015 1 Each Inlets, Type S1 Or S3 (1 Wing)621C030 2 Each Inlets, Type "Special"623A001 207 Linear Foot Concrete Gutter (Valley)623B000 76 Linear Foot Concrete Curb, Type N623C003 285 Linear Foot Combination Curb & Gutter, Type C (Modified)641A512 550 Linear Foot 3/4 Inch Copper Water Service Line Laid641D500 1 Each Fire Hydrant641L500 4 Cubic Yard Concrete for Water Mains (Thrust Blocks)641O586 1 Each 16 Inch x 6 Inch Tapping Valve And Sleeve641P515 20 Each 3/4 Inch Service Tap641S500 4 Each Valve Box Reset645A510 1170 Linear Foot 8 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid645E512 120 Linear Foot 6 Inch Ductile Iron Stacks And Laterals645H510 4 Each 48 Inch Manhole645H710 2 Each 48 Inch Manhole (Dog House)645K500 7 Each Manhole Frame And Cover Reset645M500 1 Each Connection To Existing Manhole649A540 8 Linear Foot 14 Inch Steel Encasement Pipe, Type 1 Installation650A000 30 Cubic Yard Topsoil652A100 1 Acre Seeding656A010 1 Acre Mulching665J002 300 Linear Foot Silt Fence665O001 300 Linear Foot Silt Fence Removal674A000 2500 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 23,000.00)701A231 2 Mile Solid White, Class 2, Type A Traffic Stripe701A235 2 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 1 Mile Broken Temporary Traffic Stripe701C001 3 Mile Solid Temporary Traffic Stripe703A002 402 Square Foot Traffic Control Markings, Class 2, Type A703D001 303 Square Foot Temporary Traffic Control Markings705A037 130 Each Pavement Markers, Class A-H, Type 2-D710A126 12 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat


14 Ga Square Tubular Steel)740B000 357 Square Foot Construction Signs740D000 60 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone

019

Notice To ContractorsFederal Aid Project No.ACOA58499-ATRP(001)

TUSCALOOSA COUNTY, Alabama


PLANING, RESURFACING, GUARDRAIL INSTALLATION, AND STRIPING ONCRESCENT RIDGE ROAD (CR-45) FROM ALABAMA AVENUE NE TO VALLEYHILLS DRIVE IN TUSCALOOSA



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


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





405A000 3200 Gallon Tack Coat407B000 6 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 52299 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A056 256 Square Yard Planing Existing Pavement (Approximately 5.10" Thru 6.0" Thick)424A336 2555 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"




Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B430B043 50 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 72 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 1 Each Guardrail End Anchor, Type 8630C003 1 Each Guardrail End Anchor, Type 13

ACOA58499-ATRP(001) TUSCALOOSA County- 2 -

630C050 2 Each Guardrail End Anchor, Type 20 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 39,000.00)701A231 1 Mile Solid White, Class 2, Type A Traffic Stripe701A235 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A240 4 Mile Broken White, Class 2, Type A Traffic Stripe701B062 805 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 8" Wide)701B205 160 Linear Foot Dotted, Class 2, Type A, Traffic Stripe701C000 4 Mile Broken Temporary Traffic Stripe701C001 5 Mile Solid Temporary Traffic Stripe701G144 331 Linear Foot Solid White, Class W, Type A Traffic Stripe701G152 331 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe703A002 1785 Square Foot Traffic Control Markings, Class 2, Type A703B002 624 Square Foot Traffic Control Legends, Class 2, Type A703D001 1855 Square Foot Temporary Traffic Control Markings703E001 624 Square Foot Temporary Traffic Control Legends705A005 224 Each Pavement Markers, Class A, Type 2-D705A030 23 Each Pavement Markers, Class A-H, Type 2-C705A031 229 Each Pavement Markers, Class A-H, Type 1-A705A032 130 Each Pavement Markers, Class A-H, Type 1-B705A038 67 Each Pavement Markers, Class A-H, Type 2-E710A115 25 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel


Sign Panels 14 Gauge (Type IX Background)710B001 130 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)720A020 1 Each Vehicular Impact Attenuator Assembly (Unidirectional,TL-2)730Y000 1 Lump Sum Furnishing And Installing Pedestal Pole And Foundation With

Flashing Beacon730Y001 1 Lump Sum Furnishing And Installing Pedestal Pole And Foundation With

Flashing Beacon740B000 605 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit








020


TALLAPOOSA COUNTY, Alabama


RESURFACING, GRADE, DRAINAGE IMPROVEMENTS, & TRAFFIC STRIPE ONCOLEY CREEK ROAD, SCOTT ROAD, AND SUNNY LEVEL CUTOFF ASINDICATED IN THE PLANS IN ALEXANDER CITY










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

206C010 50 Square Yard Removing Concrete Driveway206D000 132 Linear Foot Removing Pipe206D002 33 Linear Foot Removing Curb206E001 1 Each Removing Inlets210A000 40 Cubic Yard Unclassified Excavation210D001 350 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 61 Cubic Yard Structure Excavation214B001 32 Cubic Yard Foundation Backfill, Commercial301A012 10 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305A051 52 Cubic Yard Coarse Aggregate, Section 801, For Miscellaneous Use405A000 4945 Gallon Tack Coat407B000 7 Mile Joint Sealant For Hot Mix Asphalt Pavement424A336 5460 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/8"

Maximum Aggregate Size Mix, ESAL Range A/B

ACOA58504-ATRP(001) TALLAPOOSA County- 2 -

424A338 1361 Ton Superpave Bituminous Concrete Wearing Surface Layer,Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B

424B635 10905 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range A/B

424B665 2 Ton Superpave Bituminous Concrete Lower Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range A/B

424B669 1295 Ton Superpave Bituminous Concrete Lower Binder Layer,Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B

430B047 2386 Ton Aggregate Surfacing (3/4" Down,Crusher Run)530A001 38 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A003 55 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A101 5 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)533A098 12 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)535A080 76 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization618B002 50 Square Yard Concrete Driveway, 6" Thick619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A004 2 Each 30" Roadway Pipe End Treatment, Class 1619A101 3 Each 18" Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A011 1 Each Junction Boxes, Type 1 Or 1P621C027 1 Each Inlets, Type C621C032 1 Each Inlets, Type C (Modified)630A001 100 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 3 Each Guardrail End Anchor, Type 20 Series630C070 1 Each Guardrail End Anchor, Type 10 Series650A000 150 Cubic Yard Topsoil652A100 2 Acre Seeding656A010 2 Acre Mulching665F000 230 Each Hay Bales665J002 2050 Linear Foot Silt Fence665O001 2050 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ $78,330.00)701A231 14 Mile Solid White, Class 2, Type A Traffic Stripe701A235 14 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 2 Mile Broken Temporary Traffic Stripe701C001 27 Mile Solid Temporary Traffic Stripe703A002 1194 Square Foot Traffic Control Markings, Class 2, Type A703D001 1194 Square Foot Temporary Traffic Control Markings705A032 16 Each Pavement Markers, Class A-H, Type 1-B705A037 880 Each Pavement Markers, Class A-H, Type 2-D710A126 15 Square Foot Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat


14 Ga Square Tubular Steel)740B000 822 Square Foot Construction Signs740D000 20 Each Channelizing Drums740E000 150 Each Cones (36 Inches High)740M001 150 Each Ballast For Cone

021

Notice To ContractorsFederal Aid Project No.ACOA58551-ATRP(001)PIKE COUNTY, Alabama


WIDENING, PLANING, RESURFACING, AND TRAFFIC STRIPE ON EAST MADISIONSTREET, MONTGOMERY STREET, AND SOUTH THREE NOTCH STREET(SR-15/US-29) IN TROY










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

206C000 1240 Square Yard Removing Concrete Sidewalk206C001 67 Square Yard Removing Concrete Pavement206C010 334 Square Yard Removing Concrete Driveway206D000 241 Linear Foot Removing Pipe206D002 31 Linear Foot Removing Curb206D003 2824 Linear Foot Removing Curb And Gutter206E001 4 Each Removing Inlets209A000 13 Each Mailbox Reset, Single210A000 1200 Cubic Yard Unclassified Excavation210D001 1000 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 146 Cubic Yard Structure Excavation214B000 75 Cubic Yard Foundation Backfill, Local301A029 2465 Square Yard Crushed Aggregate Base Course, Type B, Yard Mixed, 6" Thick

Compacted Thickness401A000 1079 Square Yard Bituminous Treatment A

ACOA58551-ATRP(001) PIKE County- 2 -

401A004 20187 Square Yard Bituminous Treatment E405A000 434 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 7597 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 18350 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)424A361 3316 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D424B657 1687 Ton Superpave Bituminous Concrete Upper Binder Layer,


Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D530A002 81 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A004 37 Linear Foot 36" Roadway Pipe (Class 3 R.C.)533A099 123 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization618A000 1441 Square Yard Concrete Sidewalk, 4" Thick618B002 443 Square Yard Concrete Driveway, 6" Thick620A000 5 Cubic Yard Minor Structure Concrete621C015 1 Each Inlets, Type S1 Or S3 (1 Wing)621C018 2 Each Inlets, Type S2 Or S4 (2 Wing)621C035 1 Each Inlets, Type B (Surface Grates)621D001 2 Each Inlet Units, Type B621D015 1 Each Inlet Units, Type S1 Or S3621D016 6 Each Inlet Units, Type S2 Or S4623A001 815 Linear Foot Concrete Gutter (Valley)623C003 2661 Linear Foot Combination Curb & Gutter, Type C (Modified)641E500 2 Each Fire Hydrant Reset641R510 18 Each 3/4 Inch Water Meter And Box Reset641S500 19 Each Valve Box Reset645K500 15 Each Manhole Frame And Cover Reset646H547 2 Each 4 1/2 Inch Polyethelene Valve with Box Reset646H625 5 Each 2 Inch Steel Valve with Box Reset646H632 3 Each 4 1/2 Inch Steel Valve with Box Reset650A000 330 Cubic Yard Topsoil652A100 1 Acre Seeding652C000 1 Acre Mowing654A001 574 Square Yard Solid Sodding (Bermuda)656A010 1 Acre Mulching665A000 1 Acre Temporary Seeding665B001 2 Ton Temporary Mulching665J002 2842 Linear Foot Silt Fence665O001 2842 Linear Foot Silt Fence Removal665P005 3 Each Inlet Protection, Stage 3 Or 4680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 42,075.00)701B207 412 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701E000 14819 Linear Foot Solid Temporary Traffic Stripe701E010 2266 Linear Foot Broken Temporary Traffic Stripe701F000 412 Linear Foot Dotted Temporary Traffic Stripe701G253 379 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)701G256 2266 Linear Foot Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701G265 14440 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)703A002 1232 Square Foot Traffic Control Markings, Class 2, Type A703B002 203 Square Foot Traffic Control Legends, Class 2, Type A703D001 1232 Square Foot Temporary Traffic Control Markings703E001 203 Square Foot Temporary Traffic Control Legends710A115 12 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel


Sign Panels 14 Gauge (Type IX Background)710B001 36 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)730H001 1048 Linear Foot Loop Wire730I001 280 Linear Foot Loop Detector Lead-In-Cable730K000 4 Each Traffic Signal Junction Box740B000 479 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)

ACOA58551-ATRP(001) PIKE County- 3 -

740F002 12 Each Barricades, Type III740I002 6 Each Warning Lights, Type B740M001 50 Each Ballast For Cone740O000 1 Each Pilot Car742A002 2 Each Portable Changeable Message Sign, Type 1








022


MARSHALL COUNTY, Alabama


RESURFACING IMPROVEMENTS AT VARIOUS LOCATIONS (ROSE ROAD, GEORGEWALLACE DRIVE, AND RAILROAD AVENUE) IN ALBERTVILLE INDUSTRIAL PARK



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







206D000 49 Linear Foot Removing Pipe206D002 10 Linear Foot Removing Curb206E001 2 Each Removing Inlets210A000 75 Cubic Yard Unclassified Excavation210D001 100 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 42 Cubic Yard Structure Excavation214B001 19 Cubic Yard Foundation Backfill, Commercial301A012 200 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305A057 45 Cubic Yard Crushed Aggregate, Section 825, .405A000 3713 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 37130 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A360 2612 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424B650 4629 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"

Maximum Aggregate Size Mix, ESAL Range C/D

ACOA58620-ATRP(001) MARSHALL County- 2 -

424B654 230 Ton Superpave Bituminous Concrete Upper Binder Layer,Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D

424B658 100 Ton Superpave Bituminous Concrete Upper Binder Layer,Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D

424B681 27 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

430B043 86 Ton Aggregate Surfacing (1" Down, Crusher Run)530A001 69 Linear Foot 18" Roadway Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization620A000 5 Cubic Yard Minor Structure Concrete621A022 1 Each Junction Boxes, Type 1 (Modified)621C041 2 Each Inlets, Type B (Modified)630A001 88 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 2 Each Guardrail End Anchor, Type 20 Series641S500 19 Each Valve Box Reset645K500 11 Each Manhole Frame And Cover Reset646H625 5 Each 2 Inch Steel Valve with Box Reset650A000 60 Cubic Yard Topsoil652A100 1 Acre Seeding656A010 1 Acre Mulching665G000 300 Each Sand Bags665J002 400 Linear Foot Silt Fence665O001 400 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 35,000.00)701A227 5 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 60 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 10 Mile Solid Temporary Traffic Stripe703A002 1633 Square Foot Traffic Control Markings, Class 2, Type A703B002 318 Square Foot Traffic Control Legends, Class 2, Type A703D001 1633 Square Foot Temporary Traffic Control Markings705A030 5 Each Pavement Markers, Class A-H, Type 2-C705A032 79 Each Pavement Markers, Class A-H, Type 1-B705A037 312 Each Pavement Markers, Class A-H, Type 2-D705A038 44 Each Pavement Markers, Class A-H, Type 2-E710A142 8 Square Foot Class 2A, Aluminum Flat Sign Panels 0.125" Thick Or Steel

Flat Sign Panels 12 Gauge (Type III, IV, VII Or VIII Bckgd)710B001 12 Linear Foot Roadway Sign Post (#3 "U" Channel Galvanized Steel)730H001 1200 Linear Foot Loop Wire730I001 100 Linear Foot Loop Detector Lead-In-Cable730K000 1 Each Traffic Signal Junction Box740B000 884 Square Foot Construction Signs740E000 125 Each Cones (36 Inches High)740M001 125 Each Ballast For Cone740O000 1 Each Pilot Car








023

Notice To ContractorsFederal Aid Project No.ACOA58773-ATRP(001)MOBILE COUNTY, Alabama


ROAD RELOCATION AND ROADWAY IMPROVEMENTS ON I-65 AT FRONTAGE ROAD ANDSR-158 IN SARALAND



The Entire Project Shall Be Completed By May 1, 2014







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 per acre) (Approx. 16 acres)

206C002 322 Square Yard Removing Concrete Slope Paving206C008 670 Square Yard Removing Concrete Median206D000 35 Linear Foot Removing Pipe210A000 80543 Cubic Yard Unclassified Excavation210C000 25140 Cubic Yard Muck Excavation210D012 53681 Cubic Yard Borrow Excavation (A-2-4(0) Or A-4(0))210E000 54374 Cubic Yard Borrow Excavation (Underwater Backfill)214A000 6083 Cubic Yard Structure Excavation214B001 2450 Cubic Yard Foundation Backfill, Commercial230A000 73 Roadbed Station Roadbed Processing301A012 34851 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 43017 Square Yard Bituminous Treatment A405A000 3138 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 10246 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 200 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)

ACOA58773-ATRP(001) MOBILE County- 2 -

424A280 976 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"Maximum Aggregate Size Mix, ESAL Range E

424A283 500 Ton Superpave Bituminous Concrete Wearing Surface Layer,Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range E

424A286 500 Ton Superpave Bituminous Concrete Wearing Surface Layer,Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E

424A360 2432 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"Maximum Aggregate Size Mix, ESAL Range C/D

424B281 664 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range E

424B581 573 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range E

424B650 3138 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range C/D

424B680 3138 Ton Superpave Bituminous Concrete Lower Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range C/D

430B040 500 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)502A000 18552 Pound Steel Reinforcement505I001 200 Linear Foot Temporary Steel Sheet Piling524B011 114 Cubic Yard Culvert Concrete Extension (Cast In Place)530A001 1532 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 286 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 82 Linear Foot 30" Roadway Pipe (Class 3 R.C.)530A004 363 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530B003 178 Linear Foot 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.)530B004 120 Linear Foot 44" Span, 27" Rise Roadway Pipe (Class 3 R.C.)530B005 194 Linear Foot 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.)533A098 1176 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 485 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)533A101 148 Linear Foot 36" Storm Sewer Pipe (Class 3 R.C.)533B098 43 Linear Foot 22" Span, 14" Rise Storm Sewer Pipe (Class 3 R.C.)533B100 69 Linear Foot 36" Span, 23" Rise Storm Sewer Pipe (Class 3 R.C.)533B102 106 Linear Foot 51" Span, 31" Rise Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization602A000 53 Each Right Of Way Markers606A003 500 Linear Foot 10" Underdrain Pipe,Type 2,3,5 Or 9610C001 705 Ton Loose Riprap, Class 2610D003 2800 Square Yard Filter Blanket, Geotextile614A000 327 Cubic Yard Slope Paving618A000 2786 Square Yard Concrete Sidewalk, 4" Thick619A002 12 Each 18" Roadway Pipe End Treatment, Class 1619A003 5 Each 24" Roadway Pipe End Treatment, Class 1619A054 1 Each 30" Roadway Pipe End Treatment, Class 2619A055 7 Each 36" Roadway Pipe End Treatment, Class 2619B016 1 Each 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1619B068 4 Each 36" Span, 23" Rise Roadway Pipe End Treatment, Class 2619B069 2 Each 44" Span, 27" Rise Roadway Pipe End Treatment, Class 2619B070 5 Each 51" Span, 31" Rise Roadway Pipe End Treatment, Class 2620A000 1 Cubic Yard Minor Structure Concrete621A011 9 Each Junction Boxes, Type 1 Or 1P621A019 1 Each Junction Boxes, Type 1 Or 2P621B014 1 Each Junction Box Units, Type 1 Or 2P621C001 2 Each Inlets, Type B621C008 6 Each Inlets, Type E621C015 16 Each Inlets, Type S1 Or S3 (1 Wing)621C016 3 Each Inlets, Type S2 Or S4 (1 Wing)621C017 11 Each Inlets, Type S1 Or S3 (2 Wing)621C018 1 Each Inlets, Type S2 Or S4 (2 Wing)621C076 2 Each Inlets, Type E (Modified)621D001 3 Each Inlet Units, Type B621D008 3 Each Inlet Units, Type E621D015 16 Each Inlet Units, Type S1 Or S3621D016 4 Each Inlet Units, Type S2 Or S4621E001 2 Each Manholes, Type M621F002 3 Each Manhole Units, Type M623B000 2075 Linear Foot Concrete Curb, Type N623B001 60 Linear Foot Concrete Curb, Type N Special623C000 887 Linear Foot Combination Curb & Gutter, Type C623C003 9506 Linear Foot Combination Curb & Gutter, Type C (Modified)


630A001 500 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series634A001 1520 Linear Foot Industrial Fence, 5 Feet High634D004 2 Each Gate, 14 Feet Wide, Complete With Fittings (Without Barbed Wire)641A614 47 Linear Foot 8 Inch Ductile Iron Water Main Laid641A618 5406 Linear Foot 12 Inch Ductile Iron Water Main Laid641C500 4020 Pound Ductile Iron Fittings641D500 10 Each Fire Hydrant641E500 2 Each Fire Hydrant Reset641J518 1 Each 8 Inch Gate Valve With Box641J522 5 Each 12 Inch Gate Valve With Box641L500 15 Cubic Yard Concrete for Water Mains (Thrust Blocks)645A510 90 Linear Foot 8 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid645A514 1027 Linear Foot 12 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid645H510 7 Each 48 Inch Manhole649A530 740 Linear Foot 10 Inch Steel Encasement Pipe, Type 1 Installation649A555 610 Linear Foot 20 Inch Steel Encasement Pipe, Type 1 Installation650A000 4500 Cubic Yard Topsoil652A100 17 Acre Seeding652C000 17 Acre Mowing654A001 14466 Square Yard Solid Sodding (Bermuda)656A010 17 Acre Mulching660C081 500 Each Shrubs, Myrcia Cerifera (Southern Wax Myrtle)660C208 5850 Each Shrubs, Juncus Effusus (Soft Rush)660C209 850 Each Shrubs, Sagittaria Latifolia (Broadoleaf Arrowhead)660D002 130 Each Trees, Acer Rubrum (Red Maple)660D051 380 Each Trees, Liriodendron Tulipifera (Yellow Poplar)660D064 130 Each Trees, Magnolia Virginiana (Sweetbay Magnolia)660D070 629 Each Trees, Nyssa Sylvatica (Tupelo Gum)660D110 380 Each Trees, Taxodium Distichum (Bald Cypress)665A000 17 Acre Temporary Seeding665B001 51 Ton Temporary Mulching665E000 10000 Square Yard Polyethylene665J002 13620 Linear Foot Silt Fence665N000 400 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 13620 Linear Foot Silt Fence Removal665P005 35 Each Inlet Protection, Stage 3 Or 4665Q002 4185 Linear Foot Wattle666A001 17 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 270,700.00)701A227 2 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)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)701B063 750 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B207 2236 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 1 Mile Broken Temporary Traffic Stripe701C001 1 Mile Solid Temporary Traffic Stripe703A002 5127 Square Foot Traffic Control Markings, Class 2, Type A703B002 449 Square Foot Traffic Control Legends, Class 2, Type A703C000 2200 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Paint)705A030 79 Each Pavement Markers, Class A-H, Type 2-C705A031 15 Each Pavement Markers, Class A-H, Type 1-A705A032 46 Each Pavement Markers, Class A-H, Type 1-B705A037 30 Each Pavement Markers, Class A-H, Type 2-D705A038 24 Each Pavement Markers, Class A-H, Type 2-E707B003 1 Each Type A Hazard Marker Installation710A115 104 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)713A000 25 Linear Foot Permanent Barricades726A000 400 Linear Foot Portable Concrete Safety Barriers,Type 6730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Intersection Of Relocated Frontage Road And SR-158730E000 4 Each Metal Traffic Signal Pole Foundation


730G001 4 Each Metal Traffic Signal Strain Pole730K000 4 Each Traffic Signal Junction Box730L003 50 Linear Foot 1", Non-Metallic, Conduit730L005 1300 Linear Foot 2", Non-Metallic, Conduit730M021 1725 Linear Foot Interconnect Cable, Aerial Lashed, #19 AWG, 6 Pair, REA PE- 22730N010 4 Each Luminaire Extension Assembly, 12 Feet730P022 14 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730R022 1 Each Controller Assembly, Type III, 8 Phase730R150 4 Each Controller Unit, Type III, 8 phase730T000 1 Each Wood Pole730U015 1 Lump Sum Video Detection System730Z000 1 Lump Sum Computer Equipment, Desktop740B000 1184 Square Foot Construction Signs740D000 150 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 14 Each Barricades, Type III740I002 7 Each Warning Lights, Type B740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit999 000 1240 Hour Trainee Hours At 80 Cents Per Hour








025


BR-0004(506)ST. CLAIR COUNTY, Alabama


BRIDGE REPLACEMENT ON SR-4 (US-78) OVER WOLF CREEK NORTHWEST OFPELL CITY



The Entire Project Shall Be Completed In Two Hundred Twenty-two(225) Working Days.







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4000.00 Per Acre) ( Approx. 3 Acres)

206A000 1 Lump Sum Removal Of Old Bridge, Station 62+93.16206C001 3277 Square Yard Removing Concrete Pavement206D000 20 Linear Foot Removing Pipe206D001 162 Linear Foot Removing Guardrail206E008 4 Each Removing Guardrail End Anchor (All Type)210A000 2875 Cubic Yard Unclassified Excavation210D011 11595 Cubic Yard Borrow Excavation (A-4 Or Better)230A000 12 Roadbed Station Roadbed Processing301A008 5045 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 5"

Compacted Thickness401A000 5045 Square Yard Bituminous Treatment A405A000 2864 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A360 424 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A366 13 Ton Superpave Bituminous Concrete Wearing Surface Layer,

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

BR-0004(506) ST. CLAIR County- 2 -


424C360 662 Ton Superpave Bituminous Concrete Base Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D

450B000 107 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 61700 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 62+50.00, Approx. 78900 LBS505A002 1 Each Steel Test Piles (HP 12x53)505B057 1 Each Static Loading Tests (HP 12x53)505B087 1 Each Dynamic Loading Tests (HP 12x53)505G003 28 Each Pile Points (Type A, 12")505M002 578 Linear Foot Steel Piling Furnished And Driven (HP 12x53)506A005 256 Linear Foot Drilled Shaft Excavation, 3'-6" Diameter506C021 256 Linear Foot Drilled Shaft Construction, 3'-6" Diameter, Class DS2 Concrete506F000 66 Linear Foot Permanent Drilled Shaft Casing, 3'-6" Diameter506G001 8 Each Crosshole Sonic Logging, 3'-6" Diameter508A000 10700 Pound Structural Steel510A000 183 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, Station 62+50, Approx. 298 CU. YDS.510E000 1020 Square Yard Grooving Concrete Bridge Decks511A070 60 Each Elastomeric Bearing Type 4 (Mark VB1)513B003 1317 Linear Foot Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item)600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 18 Each Right Of Way Markers610C001 567 Ton Loose Riprap, Class 2610D003 1134 Square Yard Filter Blanket, Geotextile619A099 2 Each 12" Side Drain Pipe End Treatment, Class 1630A001 350 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C070 4 Each Guardrail End Anchor, Type 10 Series650B000 1374 Cubic Yard Topsoil From Stockpiles652A100 3 Acre Seeding652C000 5 Acre Mowing654A000 365 Square Yard Solid Sodding656A010 3 Acre Mulching659C000 10130 Square Yard Erosion Control Product, Type S4665A000 9 Acre Temporary Seeding665B001 27 Ton Temporary Mulching665I002 220 Ton Temporary Riprap, Class 1665J002 2264 Linear Foot Silt Fence665N000 334 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 2264 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle666A001 3 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 65,760.00)701A227 1 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 1 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C001 1 Mile Solid Temporary Traffic Stripe701G146 450 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 450 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)705A037 19 Each Pavement Markers, Class A-H, Type 2-D740B000 1883 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 10 Each Barricades, Type III740I002 8 Each Warning Lights, Type B740M001 50 Each Ballast For Cone742A001 2 Each Portable Changeable Message Sign, Type 2

026


BR-0022(503)DALLAS COUNTY, Alabama


GRADE, DRAIN, BASE, PAVE, AND BRIDGE REPLACEMENT ON SR-22 OVERVALLEY CREEK IN SELMA



The Entire Project Shall Be Completed By May 1, 2014







201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4,000.00 PER ACRE) (APPROX. 4 ACRES)

206A000 1 Lump Sum Removal Of Old Bridge, Station 28+64.64206C000 338 Square Yard Removing Concrete Sidewalk206C001 1190 Square Yard Removing Concrete Pavement206C023 1270 Square Yard Removing Riprap206D000 47 Linear Foot Removing Pipe206D003 1070 Linear Foot Removing Curb And Gutter206E001 4 Each Removing Inlets206E003 1 Each Removing Manholes210A000 2210 Cubic Yard Unclassified Excavation210D021 1426 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 108 Cubic Yard Structure Excavation214B001 36 Cubic Yard Foundation Backfill, Commercial215A000 189 Cubic Yard Unclassified Bridge Excavation215B000 1 Lump Sum Cofferdams Or Sheeting And Shoring, STA. 28+64.64301A029 3007 Square Yard Crushed Aggregate Base Course, Type B, Yard Mixed, 6" Thick

Compacted Thickness305B077 83 Ton Crushed Aggregate, Section 825, For Miscellaneous Use

BR-0022(503) DALLAS County- 2 -

401A000 3254 Square Yard Bituminous Treatment A405A000 394 Gallon Tack Coat407B000 1 Mile Joint Sealant For Hot Mix Asphalt Pavement424A361 310 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Maximum Aggregate Size Mix, ESAL Range C/D424B681 455 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D450B000 214 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 51900 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

STA. 28+64.64, 105,900 LBS505A002 1 Each Steel Test Piles (HP 12x53)505A004 2 Each Steel Test Piles (HP 14x73)505B059 1 Each Static Loading Tests (HP 14x73)505B087 1 Each Dynamic Loading Tests (HP 12x53)505B089 2 Each Dynamic Loading Tests (HP 14x73)505M002 1230 Linear Foot Steel Piling Furnished And Driven (HP 12x53)505M004 1110 Linear Foot Steel Piling Furnished And Driven (HP 14x73)508A000 7160 Pound Structural Steel510A000 317 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure, STA 28+64.64, APPROXIMATELY 464 C.Y.510E000 1309 Square Yard Grooving Concrete Bridge Decks511A052 36 Each Elastomeric Bearing Type 2 (Mark B3)511A056 24 Each Elastomeric Bearing Type 2 (Mark B2 Modified)511A057 12 Each Elastomeric Bearing Type 2 (Mark B3 Modified)513B004 701 Linear Foot Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)513B011 2132 Linear Foot Pretensioned-Prestressed Concrete Girder, Type II Modified

(Speciality Item)517I000 475 Linear Foot Ornamental Metal Fence530A202 110 Linear Foot 24" Roadway Pipe (14 Gauge C.C.S.P.I.)600A000 1 Lump Sum Mobilization610C001 4002 Ton Loose Riprap, Class 2610D003 2914 Square Yard Filter Blanket, Geotextile618A000 285 Square Yard Concrete Sidewalk, 4" Thick619A003 2 Each 24" Roadway Pipe End Treatment, Class 1621A058 2 Each Junction Boxes, Type 3 (Modified)621C015 4 Each Inlets, Type S1 Or S3 (1 Wing)621D015 2 Each Inlet Units, Type S1 Or S3623C000 994 Linear Foot Combination Curb & Gutter, Type C630A001 300 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13630C050 4 Each Guardrail End Anchor, Type 20 Series645A522 297 Linear Foot 20 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid645F540 295 Linear Foot 20 Inch Abandon Existing Sanitary Sewer645H540 4 Each 60 Inch Manhole645I505 25 Each 60 Inch Manhole Unit645N500 1 Each Abandon Existing Manhole650A000 267 Cubic Yard Topsoil652A100 2 Acre Seeding652C000 1 Acre Mowing654A000 485 Square Yard Solid Sodding656A010 2 Acre Mulching659C002 1630 Square Yard Erosion Control Product, Type S2665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665E000 4000 Square Yard Polyethylene665G000 350 Each Sand Bags665J002 1710 Linear Foot Silt Fence665L000 300 Linear Foot Floating Basin Boom665N000 50 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 1710 Linear Foot Silt Fence Removal665P005 4 Each Inlet Protection, Stage 3 Or 4665Q002 200 Linear Foot Wattle666A001 2 Acre Pest Control Treatment674A000 500 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 37,000.00)

BR-0022(503) DALLAS County- 3 -

701E000 1550 Linear Foot Solid Temporary Traffic Stripe701E010 1550 Linear Foot Broken Temporary Traffic Stripe701G142 1550 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 480 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1550 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)705A031 20 Each Pavement Markers, Class A-H, Type 1-A705A037 20 Each Pavement Markers, Class A-H, Type 2-D740B000 815 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 12 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 50 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 4 Each Portable Changeable Message Sign, Type 2








030


CMAQ-9802(914)SHELBY COUNTY, Alabama


GRADE, DRAIN, BASE, AND PAVE OF PARK & RIDE LOT ON SHELBY WESTPARKWAY 0.75 MILES NORTH OF CR-87 NEAR THE SHELBY COUNTY AIRPORT



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







206D000 176 Linear Foot Removing Pipe206D006 277 Linear Foot Removing Industrial Fence206E000 1 Each Removing Headwalls210A000 8132 Cubic Yard Unclassified Excavation210D021 3807 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 175 Cubic Yard Structure Excavation214B001 50 Cubic Yard Foundation Backfill, Commercial230A000 10 Roadbed Station Roadbed Processing301A012 7825 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness305B071 180 Ton Coarse Aggregate, Section 801, For Miscellaneous Use401A000 7825 Square Yard Bituminous Treatment A405A000 519 Gallon Tack Coat424A340 575 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range A/B430B012 3 Ton Aggregate Surfacing (ALDOT #410 Or #467)

CMAQ-9802(914) SHELBY County- 2 -

533B098 360 Linear Foot 22" Span, 14" Rise Storm Sewer Pipe (Class 3 R.C.)535B301 16 Linear Foot 22" Span, 14" Rise Side Drain Pipe (Class 3 R.C.)(Extension)600A000 1 Lump Sum Mobilization605B002 6 Each Special Underdrain Outlet, Type C606A000 592 Linear Foot 6" Underdrain Pipe606A016 601 Linear Foot 4" Underdrain Pipe606A017 155 Linear Foot 10" Underdrain Pipe, Type 8610C000 57 Ton Loose Riprap, Class 1610C001 137 Ton Loose Riprap, Class 2610D003 2532 Square Yard Filter Blanket, Geotextile618A000 483 Square Yard Concrete Sidewalk, 4" Thick619B116 3 Each 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1619B303 1 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1 (Triple Line)620A000 1 Cubic Yard Minor Structure Concrete621C030 6 Each Inlets, Type "Special"621C059 1 Each Inlets, Type P1 Or P3623B120 756 Linear Foot Concrete Curb, (Type Special)623C003 614 Linear Foot Combination Curb & Gutter, Type C (Modified)634A002 361 Linear Foot Industrial Fence, 6 Feet High650A000 1723 Cubic Yard Topsoil652A100 2 Acre Seeding652C000 2 Acre Mowing654A001 3066 Square Yard Solid Sodding (Bermuda)656A010 2 Acre Mulching659C007 117 Square Yard Erosion Control Product, Type C8660A000 580 Cubic Yard Plant Topsoil660C040 34 Each Shrubs, Ilex Cornuta Burfordii Nana (Dwarf Burford Holly)660C124 300 Each Shrubs, Hemerocallis 'Stella De Oro' (Stella De Oro Daylily)660C138 336 Each Shrubs, Itea Virginica 'Henry's Garnet' (Virginia Sweetspire)660C232 61 Each Shrubs, Cephalanthus Occidentalis (Common Buttonbush)660C233 333 Each Shrubs, Canna X Generalis "President" (President Cana Lily)660C234 1088 Each Shrubs, Iris Virginica (Southern Blue Flag Iris)660D015 6 Each Trees, Cercis Canadensis (Eastern Redbud)660D105 6 Each Trees, Vitex Agnus-Castus (Lilac Chaste Tree)660D110 3 Each Trees, Taxodium Distichum (Bald Cypress)660D139 13 Each Trees, Pistacia Chinensis (Chinese Pistache)660D175 8 Each Trees, Lagerstroemia Indica 'Muskogee' (Muskogee Crape Myrtle)660K000 295 Bale Pinestraw Mulch665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665J002 1376 Linear Foot Silt Fence665K000 230 Cubic Yard Drainage Sump Excavation665N000 141 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 1376 Linear Foot Silt Fence Removal665P005 7 Each Inlet Protection, Stage 3 Or 4665Q002 476 Linear Foot Wattle666A001 2 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 31,000.00)701G249 4740 Linear Foot Solid White, Class 2, Type A Traffic Stripe701G263 414 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe703A002 556 Square Foot Traffic Control Markings, Class 2, Type A703B002 98 Square Foot Traffic Control Legends, Class 2, Type A710A115 39 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)740B000 157 Square Foot Construction Signs740D000 22 Each Channelizing Drums740E000 24 Each Cones (36 Inches High)740F002 4 Each Barricades, Type III740I002 2 Each Warning Lights, Type B740M001 24 Each Ballast For Cone792A000 16 Each Site Furnishings ( Bollard,Complete in Place)

032


ER-8940(952)BLOUNT COUNTY, Alabama


PERMANENT RESTORATION FOR DRAINAGE AREA, FENCING, & CLEARING ONI-65 FROM NORTH OF THE CR-5 UNDERPASS (MP 289.800) TO SOUTH OFMULBERRY FORK BLACK WARRIOR RIVER (MP 290.500)









201C000 1 Lump Sum Clearing (APPROX. 6 ACRES)600A000 1 Lump Sum Mobilization 610D003 50 Square Yard Filter Blanket, Geotextile635A000 5175 Linear Foot Woven Wire Fence637A000 500 Linear Foot Fence Reset652A100 6 Acre Seeding656A010 6 Acre Mulching665J002 300 Linear Foot Silt Fence665O001 300 Linear Foot Silt Fence Removal665Q002 300 Linear Foot Wattle740B000 400 Square Foot Construction Signs740D000 200 Each Channelizing Drums741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit

035

Notice To ContractorsFederal Aid Project No.HPP-STPNU-A146(900)BIBB COUNTY, Alabama


INTERSECTION IMPROVEMENTS ON SR-7 (US-11) AT THE JUNCTION OFSR-5 IN WOODSTOCK










206D000 161 Linear Foot Removing Pipe206E042 1 Each Removing Inlets (Partial)210A000 470 Cubic Yard Unclassified Excavation210D011 6416 Cubic Yard Borrow Excavation (A-4 Or Better)214A000 223 Cubic Yard Structure Excavation214B001 336 Cubic Yard Foundation Backfill, Commercial405A000 1781 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 34924 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)424A361 2938 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424A367 3363 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B651 561 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"

Maximum Aggregate Size Mix, ESAL Range C/D424B681 561 Ton Superpave Bituminous Concrete Lower Binder Layer, 1"


HPP-STPNU-A146(900) BIBB County- 2 -


530A001 160 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 14 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A003 68 Linear Foot 30" Roadway Pipe (Class 3 R.C.)535A080 50 Linear Foot 18" Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610D003 514 Square Yard Filter Blanket, Geotextile614A000 330 Cubic Yard Slope Paving619A002 3 Each 18" Roadway Pipe End Treatment, Class 1619A003 1 Each 24" Roadway Pipe End Treatment, Class 1619A004 1 Each 30" Roadway Pipe End Treatment, Class 1619A126 2 Each 18" Side Drain Pipe End Treatment, Class 2620A000 1 Cubic Yard Minor Structure Concrete621A004 1 Each Junction Boxes, Type 4621A011 2 Each Junction Boxes, Type 1 Or 1P621B004 1 Each Junction Box Units, Type 4621C020 1 Each Inlets, Type Y623B000 180 Linear Foot Concrete Curb, Type N650A000 957 Cubic Yard Topsoil652A100 2 Acre Seeding654A000 2301 Square Yard Solid Sodding665A000 2 Acre Temporary Seeding665B001 4 Ton Temporary Mulching665I000 51 Ton Temporary Riprap, Class 2665J002 1260 Linear Foot Silt Fence665K000 57 Cubic Yard Drainage Sump Excavation665N000 61 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 1260 Linear Foot Silt Fence Removal665P005 2 Each Inlet Protection, Stage 3 Or 4665Q002 1320 Linear Foot Wattle666A001 2 Acre Pest Control Treatment674A000 200 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 69,000.00)701A227 3 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 3944 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C001 3 Mile Solid Temporary Traffic Stripe701E010 5346 Linear Foot Broken Temporary Traffic Stripe701G242 5346 Linear Foot Broken White, Class 2, Type A Traffic Stripe (5" Wide)703A002 3979 Square Foot Traffic Control Markings, Class 2, Type A703B002 247 Square Foot Traffic Control Legends, Class 2, Type A703D001 144 Square Foot Temporary Traffic Control Markings705A030 135 Each Pavement Markers, Class A-H, Type 2-C705A031 67 Each Pavement Markers, Class A-H, Type 1-A705A032 156 Each Pavement Markers, Class A-H, Type 1-B705A037 22 Each Pavement Markers, Class A-H, Type 2-D705A038 155 Each Pavement Markers, Class A-H, Type 2-E730A000 1 Lump Sum Removal Of Existing Traffic Control Unit ( Location US-11 Sta.82+48)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Location US-11 Sta.82+48)730E000 4 Each Metal Traffic Signal Pole Foundation730F000 1 Each Metal Traffic Signal Pole With 75 FT730F001 1 Each Metal Traffic Signal Pole With 55 FT730F002 1 Each Metal Traffic Signal Pole With 60 FT730G001 1 Each Metal Traffic Signal Strain Pole730K000 4 Each Traffic Signal Junction Box730L003 60 Linear Foot 1", Non-Metallic, Conduit730L005 950 Linear Foot 2", Non-Metallic, Conduit730N000 1 Each Luminaire Extension Assembly, 12 Feet730N010 2 Each Luminaire Extension Assembly, 15 Feet730P022 7 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730R022 1 Each Controller Assembly, Type III, 8 Phase730T000 1 Each Wood Pole730U015 1 Lump Sum Video Detection System740B000 1071 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)

HPP-STPNU-A146(900) BIBB County- 3 -

740F001 2 Each Barricades, Type II740M001 100 Each Ballast For Cone740O000 1 Each Pilot Car741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit742A001 3 Each Portable Changeable Message Sign, Type 2756A028 350 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation








040


NH-0012(554) & NH-0012(555)DALE AND HOUSTON COUNTIES, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-12 (US-84) FROMTHE DALE COUNTY LINE TO EAST OF SR-123 & FROM EAST OF ARMORY RDTO THE HOUSTON COUNTY LINE



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







206D001 225 Linear Foot Removing Guardrail209A000 3 Each Mailbox Reset, Single405A000 26782 Gallon Tack Coat407B000 24 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 357078 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A358 400 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D424A361 29487 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D428C000 117639 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization629E015 999 Linear Foot Bridge Rail Retrofit, Type SC(CB)

NH-0012(554) , ETC. DALE , ETC. Counties- 2 -

630A001 25 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 2 Each Guardrail End Anchor, Type 13680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 155,200.00)701A227 18 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 16 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 23709 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 31 Mile Broken Temporary Traffic Stripe701C001 34 Mile Solid Temporary Traffic Stripe701D007 2 Mile Solid Traffic Stripe Removed (Paint)701D008 2 Mile Solid Traffic Stripe Removed (Plastic)701D014 2 Mile Broken Traffic Stripe Removed (Paint)701D015 2 Mile Broken Traffic Stripe Removed (Plastic)701G142 1582 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 1582 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 1582 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G252 1200 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip)703A002 10271 Square Foot Traffic Control Markings, Class 2, Type A703B002 2864 Square Foot Traffic Control Legends, Class 2, Type A703D001 9099 Square Foot Temporary Traffic Control Markings703E001 263 Square Foot Temporary Traffic Control Legends705A030 2267 Each Pavement Markers, Class A-H, Type 2-C705A032 77 Each Pavement Markers, Class A-H, Type 1-B705A037 121 Each Pavement Markers, Class A-H, Type 2-D705A038 160 Each Pavement Markers, Class A-H, Type 2-E728A000 1 Each Truck Mounted Impact Attenuator Unit730H001 9610 Linear Foot Loop Wire740B000 2065 Square Foot Construction Signs740D000 40 Each Channelizing Drums740E000 120 Each Cones (36 Inches High)740I002 2 Each Warning Lights, Type B740M001 120 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit742A001 2 Each Portable Changeable Message Sign, Type 2








042


NH-HSIP-0013(585)MARENGO COUNTY, Alabama


SAFETY WIDENING, RESURFACING, AND TRAFFIC STRIPE ON SR-13(US-43) FROM THE CLARK COUNTY LINE (MP 96.823) TO NORTH OF SR-10(MP 102.365)










401B100 18093 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 7899 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 88250 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 5452 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range C/D424A361 1858 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424C370 1940 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 49602 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 300 Ton Aggregate Surfacing (1" Down, Crusher Run)

NH-HSIP-0013(585) MARENGO County- 2 -

600A000 1 Lump Sum Mobilization650A000 1389 Cubic Yard Topsoil652A100 8 Acre Seeding652C000 8 Acre Mowing656A010 8 Acre Mulching665B001 24 Ton Temporary Mulching665G000 20 Each Sand Bags665J002 1200 Linear Foot Silt Fence665O001 1200 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 62,320.00)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 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 200 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C002 12 Mile Broken Temporary Traffic Stripe (Paint)701C003 13 Mile Solid Temporary Traffic Stripe (Paint)701G146 524 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 262 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 228 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 524 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 262 Linear Foot Broken Traffic Stripe Removed (Tape)703A002 1199 Square Foot Traffic Control Markings, Class 2, Type A703B002 103 Square Foot Traffic Control Legends, Class 2, Type A703D002 1745 Square Foot Temporary Traffic Control Markings (Paint)703E002 239 Square Foot Temporary Traffic Control Legends (Paint)705A031 12 Each Pavement Markers, Class A-H, Type 1-A705A032 318 Each Pavement Markers, Class A-H, Type 1-B705A037 385 Each Pavement Markers, Class A-H, Type 2-D705A038 92 Each Pavement Markers, Class A-H, Type 2-E740B000 740 Square Foot Construction Signs740D000 100 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone740O000 1 Each Pilot Car








045


SRTS-SR13(912)TUSCALOOSA COUNTY, Alabama


INFRASTRUCTURE IMPROVEMENTS ON 26TH AVENUE, 28TH STREET,MAYFIELD WAY, AND 22ND AVENUE IN NORTHPORT



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






201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $4,000.00 PER ACRE) (APPROX. 1 ACRE)

206C010 137 Square Yard Removing Concrete Driveway206D000 74 Linear Foot Removing Pipe206D003 46 Linear Foot Removing Curb And Gutter206E007 5 Each Removing Mailboxes (Including Reset With A New Timber Post)210A000 194 Cubic Yard Unclassified Excavation210D021 36 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)305B077 10 Ton Crushed Aggregate, Section 825, For Miscellaneous Use424A363 20 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization605C001 12 Linear Foot Special 4" Diameter Underdrain Pipe610D003 67 Square Yard Filter Blanket, Geotextile618A000 1055 Square Yard Concrete Sidewalk, 4" Thick618B002 275 Square Yard Concrete Driveway, 6" Thick641S500 1 Each Valve Box Reset652A100 1 Acre Seeding654A000 307 Square Yard Solid Sodding656A010 1 Acre Mulching

SRTS-SR13(912) TUSCALOOSA County- 2 -

665E000 150 Square Yard Polyethylene665G000 20 Each Sand Bags665J002 1420 Linear Foot Silt Fence665O001 1420 Linear Foot Silt Fence Removal665Q002 100 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls703A002 502 Square Foot Traffic Control Markings, Class 2, Type A711A000 1 Lump Sum Roadway Sign Relocation740B000 138 Square Foot Construction Signs740E000 50 Each Cones (36 Inches High)740M001 50 Each Ballast For Cone








046


SRTS-SR13(915)COVINGTON COUNTY, Alabama


SIDEWALK IMPROVEMENTS ON SR-9 (US-331) FROM NIX AVENUE TO OPPELEMENTARY SCHOOL IN OPP









201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $$5,000.00 per acre) (Approximately 1 acre)

206C003 6 Square Yard Removing Concrete Flumes206E001 1 Each Removing Inlets210A000 305 Cubic Yard Unclassified Excavation210D001 363 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 12 Cubic Yard Structure Excavation214B000 3 Cubic Yard Foundation Backfill, Local517A000 35 Linear Foot Handrail533A098 16 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization618A000 1581 Square Yard Concrete Sidewalk, 4" Thick619A002 1 Each 18" Roadway Pipe End Treatment, Class 1621C017 1 Each Inlets, Type S1 Or S3 (2 Wing)650A000 191 Cubic Yard Topsoil652A100 1 Acre Seeding654A000 1739 Square Yard Solid Sodding656A010 1 Acre Mulching665F000 10 Each Hay Bales665G000 15 Each Sand Bags

SRTS-SR13(915) COVINGTON County- 2 -

665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 50 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 4,500.00)703A002 366 Square Foot Traffic Control Markings, Class 2, Type A740B000 168 Square Foot Construction Signs740D000 20 Each Channelizing Drums740E000 20 Each Cones (36 Inches High)740M001 20 Each Ballast For Cone








047


SRTS-SR13(916)GENEVA COUNTY, Alabama


SIDEWALK IMPROVEMENTS ON NORTH BROAD STREET FROM WEST MAINSTREET (SR-52) TO JOHNSON STREET AT SAMSON ELEMENTARY SCHOOL









201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $5000.00) (APPROXIMATELY 1 ACRE)

206E042 1 Each Removing Inlets (Partial)210A000 220 Cubic Yard Unclassified Excavation210D001 100 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)600A000 1 Lump Sum Mobilization618A000 1403 Square Yard Concrete Sidewalk, 4" Thick618A001 45 Square Yard Concrete Sidewalk, 6" Thick621G005 1 Each Inlet Grates, Type B650A000 176 Cubic Yard Topsoil652A100 1 Acre Seeding654A000 1596 Square Yard Solid Sodding656A010 1 Acre Mulching665J002 2681 Linear Foot Silt Fence665O001 2681 Linear Foot Silt Fence Removal680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 6,100.00)703A002 810 Square Foot Traffic Control Markings, Class 2, Type A703C000 520 Square Foot Removal Of Existing Traffic Control Markings Or Legends (Paint)740B000 311 Square Foot Construction Signs

SRTS-SR13(916) GENEVA County- 2 -

740D000 30 Each Channelizing Drums740E000 30 Each Cones (36 Inches High)740M001 30 Each Ballast For Cone








050


STPAA-0007(536)ST. CLAIR COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-7 (US-11) FROM SOUTHOF STEELE AT (MP 181.320) TO THE ETOWAH COUNTY LINE (MP 186.010)










206D001 340 Linear Foot Removing Guardrail206E008 3 Each Removing Guardrail End Anchor (All Type)206E013 4 Each Removing Guardrail End Anchor (Type 13)206E019 1 Each Removing Guardrail End Anchor (Type 10)405A000 4127 Gallon Tack Coat407B000 5 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 82531 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)410H000 1 Each Material Remixing Device424A340 5984 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424C344 500 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range A/B428C000 49122 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 3685 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization630A001 340 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 4 Each Guardrail End Anchor, Type 13

STPAA-0007(536) ST. CLAIR County- 2 -

630C050 3 Each Guardrail End Anchor, Type 20 Series630C070 1 Each Guardrail End Anchor, Type 10 Series698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 38,640.00)701A227 10 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 4 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 8 Mile Broken Temporary Traffic Stripe701C001 27 Mile Solid Temporary Traffic Stripe701G146 824 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 824 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 1648 Linear Foot Solid Traffic Stripe Removed (Tape)703A002 940 Square Foot Traffic Control Markings, Class 2, Type A703B002 266 Square Foot Traffic Control Legends, Class 2, Type A703D001 1880 Square Foot Temporary Traffic Control Markings703E001 532 Square Foot Temporary Traffic Control Legends705A032 138 Each Pavement Markers, Class A-H, Type 1-B705A037 380 Each Pavement Markers, Class A-H, Type 2-D740B000 718 Square Foot Construction Signs740D000 200 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone








051


STPAA-0025(537)ST. CLAIR COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-25 (US-411) FROMTHE JEFFERSON COUNTY LINE (MP 170.360) IN LEEDS TO CHURCHSTREET (MP 174.330) IN MOODY



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







405A000 7968 Gallon Tack Coat407B000 17 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 159350 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410H000 1 Each Material Remixing Device424A360 13147 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/D430B040 376 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization665Q002 100 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 68,220.00)701A227 1 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)701A244 7 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)

STPAA-0025(537) ST. CLAIR County- 2 -

701B063 2000 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701C000 30 Mile Broken Temporary Traffic Stripe701C001 18 Mile Solid Temporary Traffic Stripe701G142 634 Linear Foot Broken White, Class W, Type A Traffic Stripe (5" Wide)701G146 634 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 634 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701G154 634 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H002 1056 Linear Foot Solid Traffic Stripe Removed (Tape)701H007 1056 Linear Foot Broken Traffic Stripe Removed (Tape)703A002 2238 Square Foot Traffic Control Markings, Class 2, Type A703B002 1031 Square Foot Traffic Control Legends, Class 2, Type A703D001 4343 Square Foot Temporary Traffic Control Markings703E001 1883 Square Foot Temporary Traffic Control Legends705A030 85 Each Pavement Markers, Class A-H, Type 2-C705A031 514 Each Pavement Markers, Class A-H, Type 1-A705A032 63 Each Pavement Markers, Class A-H, Type 1-B705A037 863 Each Pavement Markers, Class A-H, Type 2-D730H001 28300 Linear Foot Loop Wire730I001 6450 Linear Foot Loop Detector Lead-In-Cable730K000 28 Each Traffic Signal Junction Box730L005 1190 Linear Foot 2", Non-Metallic, Conduit740B000 710 Square Foot Construction Signs740D000 200 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740I002 2 Each Warning Lights, Type B740M001 200 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








052


STPAA-0075(527)DEKALB COUNTY, Alabama


PLANING, RESURFACING, AND TRAFFIC STRIPE ON SR-75 FROM 0.3 MILESSOUTH OF CR-326 AND CR-41 (MP 77.860) TO 0.05 MILES NORTH OFCR-76 (BARRON ROAD) SOUTH OF FYFFE










206D001 250 Linear Foot Removing Guardrail206E008 8 Each Removing Guardrail End Anchor (All Type)405A000 7911 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement408A051 74222 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A360 6609 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Maximum Aggregate Size Mix, ESAL Range C/D424C364 900 Ton Superpave Bituminous Concrete Base Layer, Patching, 1"

Maximum Aggregate Size Mix, ESAL Range C/D428C000 17530 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B040 1458 Ton Aggregate Surfacing (Crushed Aggregate Base, Type B)600A000 1 Lump Sum Mobilization630A001 250 Linear Foot Steel Beam Guardrail, Class A, Type 2

STPAA-0075(527) DEKALB County- 2 -

630C050 8 Each Guardrail End Anchor, Type 20 Series665Q002 500 Linear Foot Wattle666A001 1 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 58,300.00)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 4 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 265 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 22 Mile Broken Temporary Traffic Stripe701C001 21 Mile Solid Temporary Traffic Stripe703A002 1050 Square Foot Traffic Control Markings, Class 2, Type A703B002 673 Square Foot Traffic Control Legends, Class 2, Type A703D001 3050 Square Foot Temporary Traffic Control Markings703E001 1841 Square Foot Temporary Traffic Control Legends705A030 61 Each Pavement Markers, Class A-H, Type 2-C705A031 244 Each Pavement Markers, Class A-H, Type 1-A705A037 487 Each Pavement Markers, Class A-H, Type 2-D740B000 476 Square Foot Construction Signs740D000 200 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740I002 2 Each Warning Lights, Type B740M001 200 Each Ballast For Cone741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit








053


STPAA-8023(600)LEE COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON CR-246 FROM THEINTERSECTION OF CR-295 TO THE INTERSECTION OF CR-298 IN SMITHSSTATION










206C010 160 Square Yard Removing Concrete Driveway210D001 1050 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)401B108 20937 Square Yard Bituminous Treatment G (With Polymer Additive)405A000 1260 Gallon Tack Coat407B000 2 Mile Joint Sealant For Hot Mix Asphalt Pavement424A340 1829 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"

Maximum Aggregate Size Mix, ESAL Range A/B424B635 2439 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424C350 310 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range A/B430B043 343 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization652A100 2 Acre Seeding656A010 2 Acre Mulching

STPAA-8023(600) LEE County- 2 -

665F000 100 Each Hay Bales665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 26,000.00)701A231 4 Mile Solid White, Class 2, Type A Traffic Stripe701A235 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe701C000 3 Mile Broken Temporary Traffic Stripe701C001 9 Mile Solid Temporary Traffic Stripe703A002 22 Square Foot Traffic Control Markings, Class 2, Type A703D001 66 Square Foot Temporary Traffic Control Markings740B000 222 Square Foot Construction Signs740O000 1 Each Pilot Car








055

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0006(548)

MONTGOMERY COUNTY, Alabama


PLANING, RESURFACING, WIDENING, AND TRAFFIC STRIPE ON SR-6(US-82) FROM EAST OF SR-53 (US-231) (MP 171.145) TO THE BULLOCKCOUNTY LINE (MP 179.335)



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







206D001 600 Linear Foot Removing Guardrail206E008 16 Each Removing Guardrail End Anchor (All Type)210D021 8000 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 912 Station Machine Grading Shoulders214A000 523 Cubic Yard Structure Excavation214B001 345 Cubic Yard Foundation Backfill, Commercial305B077 300 Ton Crushed Aggregate, Section 825, For Miscellaneous Use405A000 21550 Gallon Tack Coat407B000 9 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 141800 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A361 12275 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B650 16120 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


STPAA-HSIP-0006(548) MONTGOMERY County- 2 -

424B651 395 Ton Superpave Bituminous Concrete Upper Binder Layer, 1"Maximum Aggregate Size Mix, ESAL Range C/D




424B693 4480 Ton Superpave Bituminous Concrete Lower Binder Layer,Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

428C000 45600 Linear Foot Scoring Bituminous Pavement Surface By Cutting502A000 44304 Pound Steel Reinforcement524B011 348 Cubic Yard Culvert Concrete Extension (Cast In Place)530A004 32 Linear Foot 36" Roadway Pipe (Class 3 R.C.)530B013 24 Linear Foot 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization610D003 335 Square Yard Filter Blanket, Geotextile619A055 2 Each 36" Roadway Pipe End Treatment, Class 2619B017 2 Each 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621A013 3 Each Junction Boxes, Type Special630A001 550 Linear Foot Steel Beam Guardrail, Class A, Type 2630C003 8 Each Guardrail End Anchor, Type 13630C050 8 Each Guardrail End Anchor, Type 20 Series650A000 5000 Cubic Yard Topsoil652A100 17 Acre Seeding652C000 17 Acre Mowing654A000 250 Square Yard Solid Sodding656A010 17 Acre Mulching659C002 500 Square Yard Erosion Control Product, Type S2665A000 17 Acre Temporary Seeding665B001 51 Ton Temporary Mulching665F000 100 Each Hay Bales665G000 100 Each Sand Bags665J002 7000 Linear Foot Silt Fence665O001 7000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle666A001 17 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 215,000.00)701A227 18 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 10 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 1 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701A244 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 130 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 7 Mile Broken Temporary Traffic Stripe701C001 76 Mile Solid Temporary Traffic Stripe703A002 825 Square Foot Traffic Control Markings, Class 2, Type A703D001 120 Square Foot Temporary Traffic Control Markings705A030 76 Each Pavement Markers, Class A-H, Type 2-C705A031 84 Each Pavement Markers, Class A-H, Type 1-A705A032 450 Each Pavement Markers, Class A-H, Type 1-B705A037 674 Each Pavement Markers, Class A-H, Type 2-D705A038 100 Each Pavement Markers, Class A-H, Type 2-E740B000 1529 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 500 Each Cones (36 Inches High)740L005 176 Each Vertical Panel, Type I (Double-Sided)740M001 500 Each Ballast For Cone740O000 1 Each Pilot Car741C010 1 Each Portable Sequential Arrow And Chevron Sign Unit

056

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0009(550)CLAY COUNTY, Alabama


RESURFACING, WIDENING, AND TRAFFIC STRIPE ON SR-9 FROM THE SOUTHCITY LIMITS OF ASHLAND TO THE SOUTH END OF THE RAILROAD BRIDGE(MP 188.260) IN LINEVILLE



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







206D000 74 Linear Foot Removing Pipe206D001 1175 Linear Foot Removing Guardrail206D007 6 Linear Foot Removing Concrete Flume206E008 10 Each Removing Guardrail End Anchor (All Type)209A000 2 Each Mailbox Reset, Single209A001 1 Each Mailbox Reset, Double210D001 1000 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)214A000 18 Cubic Yard Structure Excavation214B001 9 Cubic Yard Foundation Backfill, Commercial401B100 92311 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 12924 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 115495 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 267 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A360 8702 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


STPAA-HSIP-0009(550) CLAY County- 2 -

424A366 250 Ton Superpave Bituminous Concrete Wearing Surface Layer,Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

424A369 248 Ton Superpave Bituminous Concrete Wearing Surface Layer,Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D



424C370 2349 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"Maximum Aggregate Size Mix, ESAL Range C/D

428C000 60383 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 700 Ton Aggregate Surfacing (1" Down, Crusher Run)502A000 30 Pound Steel Reinforcement530A100 8 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)535A001 60 Linear Foot 18" Side Drain Pipe600A000 1 Lump Sum Mobilization610D003 500 Square Yard Filter Blanket, Geotextile614A000 4 Cubic Yard Slope Paving619A101 2 Each 18" Side Drain Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete621C002 3 Each Inlets, Type C, P1 Or P3621D022 2 Each Inlet Units, Type C, P1 Or P3630A001 500 Linear Foot Steel Beam Guardrail, Class A, Type 2630A034 800 Linear Foot Steel Beam Guardrail, Class A, Type 2 (8'-0" Post)630C001 1 Each Guardrail End Anchor, Type 8630C050 8 Each Guardrail End Anchor, Type 20 Series630C070 1 Each Guardrail End Anchor, Type 10 Series652A100 1 Acre Seeding654A001 11 Square Yard Solid Sodding (Bermuda)656A010 1 Acre Mulching659C002 400 Square Yard Erosion Control Product, Type S2665A000 7 Acre Temporary Seeding665B001 21 Ton Temporary Mulching665G000 200 Each Sand Bags665J002 1500 Linear Foot Silt Fence665O001 1500 Linear Foot Silt Fence Removal665P005 3 Each Inlet Protection, Stage 3 Or 4665Q002 750 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 124,000.00)701A227 12 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 14 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 6 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701B207 710 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C000 16 Mile Broken Temporary Traffic Stripe701C001 74 Mile Solid Temporary Traffic Stripe703A002 3648 Square Foot Traffic Control Markings, Class 2, Type A703B002 202 Square Foot Traffic Control Legends, Class 2, Type A703D001 1334 Square Foot Temporary Traffic Control Markings705A030 30 Each Pavement Markers, Class A-H, Type 2-C705A032 343 Each Pavement Markers, Class A-H, Type 1-B705A037 533 Each Pavement Markers, Class A-H, Type 2-D730H001 6000 Linear Foot Loop Wire730I001 2000 Linear Foot Loop Detector Lead-In-Cable740B000 1001 Square Foot Construction Signs740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone740O000 1 Each Pilot Car

057

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0048(503)

RANDOLPH COUNTY, Alabama


RESURFACING, WIDENING, AND TRAFFIC STRIPE ON SR-48 FROM THE CITYOF WOODLAND (MP 24.947) TO THE ALABAMA/GEORGIA STATE LINE



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







401B100 153984 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 16940 Gallon Tack Coat407B000 10 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 131960 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A053 690 Square Yard Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)410H000 1 Each Material Remixing Device424A360 12704 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424A369 161 Ton Superpave Bituminous Concrete Wearing Surface Layer,

Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D424B650 17324 Ton Superpave Bituminous Concrete Upper Binder Layer, 3/4"


Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D424B684 500 Ton Superpave Bituminous Concrete Lower Binder Layer,

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

STPAA-HSIP-0048(503) RANDOLPH County- 2 -

424B688 7623 Ton Superpave Bituminous Concrete Lower Binder Layer,Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D

424C370 3850 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"Maximum Aggregate Size Mix, ESAL Range C/D

428C000 98990 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 2500 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization610D003 334 Square Yard Filter Blanket, Geotextile665A000 9 Acre Temporary Seeding665B001 27 Ton Temporary Mulching665G000 100 Each Sand Bags665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 200,000.00)701A227 19 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 16 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A244 2 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 8 Mile Broken Temporary Traffic Stripe701C001 115 Mile Solid Temporary Traffic Stripe705A032 125 Each Pavement Markers, Class A-H, Type 1-B705A037 950 Each Pavement Markers, Class A-H, Type 2-D740B000 1397 Square Foot Construction Signs740E000 250 Each Cones (36 Inches High)740M001 250 Each Ballast For Cone740O000 1 Each Pilot Car








058

Notice To ContractorsFederal Aid Project No.STPAA-HSIP-0059(510)MONROE COUNTY, Alabama


WIDENING, RESURFACING, GUARDRAIL, AND TRAFFIC STRIPE ON SR-59FROM THE NORTH END OF THE LITTLE RIVER BRIDGE TO THE JUNCTIONOF SR-21 IN URIAH



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







206C010 188 Square Yard Removing Concrete Driveway209A000 5 Each Mailbox Reset, Single210D001 20 Cubic Yard Borrow Excavation (Loose Truckbed Measurement)405A000 22000 Gallon Tack Coat407B000 13 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A341 18140 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B643 1800 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424C350 5376 Ton Superpave Bituminous Concrete Base Layer, Widening, 1"

Maximum Aggregate Size Mix, ESAL Range A/B428C000 136740 Linear Foot Scoring Bituminous Pavement Surface By Cutting430B043 500 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization

STPAA-HSIP-0059(510) MONROE County- 2 -

630C007 4 Each Guardrail End Anchor, Type 2A630C050 4 Each Guardrail End Anchor, Type 20 Series650A000 200 Cubic Yard Topsoil652A100 19 Acre Seeding654A000 300 Square Yard Solid Sodding656A010 19 Acre Mulching659C003 310 Square Yard Erosion Control Product, Type S1665B001 57 Ton Temporary Mulching665J002 4000 Linear Foot Silt Fence665O001 4000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 104,000.00)701A227 26 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 8 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C002 8 Mile Broken Temporary Traffic Stripe (Paint)701C003 18 Mile Solid Temporary Traffic Stripe (Paint)701G146 340 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 170 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 340 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 170 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 600 Square Foot Traffic Control Markings, Class 2, Type A703B002 80 Square Foot Traffic Control Legends, Class 2, Type A703D002 600 Square Foot Temporary Traffic Control Markings (Paint)703E002 160 Square Foot Temporary Traffic Control Legends (Paint)705A032 341 Each Pavement Markers, Class A-H, Type 1-B705A037 1312 Each Pavement Markers, Class A-H, Type 2-D740B000 1304 Square Foot Construction Signs740D000 20 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740I002 4 Each Warning Lights, Type B740M001 200 Each Ballast For Cone740O000 1 Each Pilot Car








059


STPAA-HSIP-0106(504) & 99-406-074-106-220BUTLER COUNTY, Alabama


PLANING, RESURFACING, WIDENING, AND SLOPE REPAIR ON SR-106 FROM 0.5 MILES EAST OF CR-17 (MP 9.450) TO THE JUNCTION OF SR-55 (MP 10.800) NEAR GEORGIANA










201A002 1 Lump Sum Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 per acre)206D001 3720 Linear Foot Removing Guardrail206D002 2990 Linear Foot Removing Curb206E008 12 Each Removing Guardrail End Anchor (All Type)210A000 2450 Cubic Yard Unclassified Excavation210D021 8400 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 130 Station Machine Grading Shoulders305B077 50 Ton Crushed Aggregate, Section 825, For Miscellaneous Use401B100 34820 Square Yard Bituminous Treatment E (With Polymer Additive)405A000 5575 Gallon Tack Coat407B000 3 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 20345 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A054 11355 Square Yard Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick)410C000 1 Each Contractor Retained Profilograph410H000 1 Each Material Remixing Device424A361 2935 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


STPAA-HSIP-0106(504) , ETC. BUTLER County- 2 -





424B680 1315 Ton Superpave Bituminous Concrete Lower Binder Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range C/D

424B693 700 Ton Superpave Bituminous Concrete Lower Binder Layer,Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D

428C000 12050 Linear Foot Scoring Bituminous Pavement Surface By Cutting600A000 1 Lump Sum Mobilization610D003 600 Square Yard Filter Blanket, Geotextile623B000 900 Linear Foot Concrete Curb, Type N629D000 4 Each Bridge Guardrail Retrofit, Type IC629E016 720 Linear Foot Bridge Rail Retrofit,Type CG(NJ)630A001 2575 Linear Foot Steel Beam Guardrail, Class A, Type 2630C001 2 Each Guardrail End Anchor, Type 8630C003 8 Each Guardrail End Anchor, Type 13630C070 8 Each Guardrail End Anchor, Type 10 Series650A000 1400 Cubic Yard Topsoil652A100 3 Acre Seeding652C000 3 Acre Mowing654A000 200 Square Yard Solid Sodding656A010 3 Acre Mulching659C002 2250 Square Yard Erosion Control Product, Type S2665A000 3 Acre Temporary Seeding665B001 8 Ton Temporary Mulching665F000 100 Each Hay Bales665G000 100 Each Sand Bags665J002 2100 Linear Foot Silt Fence665O001 2100 Linear Foot Silt Fence Removal665Q002 900 Linear Foot Wattle666A001 3 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 76,000.00)701A227 3 Mile Solid White, Class 2, Type A Traffic Stripe (5" Wide)701A230 3 Mile Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)701A239 2 Mile Broken White, Class 2, Type A Traffic Stripe (5" Wide)701C000 7 Mile Broken Temporary Traffic Stripe701C001 21 Mile Solid Temporary Traffic Stripe701G146 531 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 531 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 2121 Linear Foot Solid Traffic Stripe Removed (Plastic)703A002 320 Square Foot Traffic Control Markings, Class 2, Type A703B002 68 Square Foot Traffic Control Legends, Class 2, Type A703D001 860 Square Foot Temporary Traffic Control Markings705A031 114 Each Pavement Markers, Class A-H, Type 1-A705A037 180 Each Pavement Markers, Class A-H, Type 2-D740B000 652 Square Foot Construction Signs740D000 50 Each Channelizing Drums740E000 200 Each Cones (36 Inches High)740M001 200 Each Ballast For Cone740O000 1 Each Pilot Car741C010 2 Each Portable Sequential Arrow And Chevron Sign Unit

066


STPMN-7780(600) & IAR-051-000-005MONTGOMERY COUNTY, Alabama


PLANING, RESURFACING, STRIPING, & FIBER OPTIC AND SIGNALS ON W.L.DICKINSON DRIVE FROM CSX RAILROAD TO 0.23 MILES SOUTH OF SR-9(US-231)











206C017 15 Square Yard Removing Concrete Pad206D000 323 Linear Foot Removing Pipe206D001 974 Linear Foot Removing Guardrail206D002 86 Linear Foot Removing Curb206E001 16 Each Removing Inlets206E008 4 Each Removing Guardrail End Anchor (All Type)210A000 2313 Cubic Yard Unclassified Excavation210D021 615 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 2324 Cubic Yard Structure Excavation214B001 996 Cubic Yard Foundation Backfill, Commercial401A004 62901 Square Yard Bituminous Treatment E405A000 5225 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 62901 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)410C000 1 Each Contractor Retained Profilograph

STPMN-7780(600) , ETC. MONTGOMERY County- 2 -

424A361 6348 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"Maximum Aggregate Size Mix, ESAL Range C/D

424A364 425 Ton Superpave Bituminous Concrete Wearing Surface Layer,Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D





430B014 980 Ton Aggregate Surfacing (ALDOT #410 Modified)530A001 3247 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 447 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A099 12 Linear Foot 12" Roadway Pipe (Class 3 R.C.) (Extension)530A100 4 Linear Foot 15" Roadway Pipe (Class 3 R.C.) (Extension)530A106 8 Linear Foot 48" Roadway Pipe (Class 3 R.C.) (Extension)530B001 55 Linear Foot 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.)534E001 3014 Linear Foot Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening)535A085 60 Linear Foot 24" Side Drain Pipe (Class 3 R.C.)535B088 84 Linear Foot 22" Span, 14" Rise Side Drain Pipe (Class 3 R.C.)600A000 1 Lump Sum Mobilization610D003 1335 Square Yard Filter Blanket, Geotextile614A000 135 Cubic Yard Slope Paving619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A102 2 Each 24" Side Drain Pipe End Treatment, Class 1619B116 6 Each 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1620A000 20 Cubic Yard Minor Structure Concrete621A011 5 Each Junction Boxes, Type 1 Or 1P621A019 1 Each Junction Boxes, Type 1 Or 2P621B011 1 Each Junction Box Units, Type 1 Or 1P621B014 1 Each Junction Box Units, Type 1 Or 2P621C008 2 Each Inlets, Type E621C020 14 Each Inlets, Type Y621C100 5 Each Inlets, Type PR621D019 16 Each Inlet Units, Type Y621F030 1 Each Manhole Height Adjustment623B000 1448 Linear Foot Concrete Curb, Type N623B001 71 Linear Foot Concrete Curb, Type N Special623C003 119 Linear Foot Combination Curb & Gutter, Type C (Modified)630A001 638 Linear Foot Steel Beam Guardrail, Class A, Type 2630C000 2 Each Guardrail End Anchor, Type 10630C001 2 Each Guardrail End Anchor, Type 8650A000 2269 Cubic Yard Topsoil652A100 5 Acre Seeding654A001 526 Square Yard Solid Sodding (Bermuda)656A010 5 Acre Mulching665A000 5 Acre Temporary Seeding665B001 15 Ton Temporary Mulching665G000 165 Each Sand Bags665J002 2387 Linear Foot Silt Fence665N000 200 Ton Temporary Coarse Aggregate,ALDOT Number 1665O001 2387 Linear Foot Silt Fence Removal665P005 27 Each Inlet Protection, Stage 3 Or 4665Q002 1780 Linear Foot Wattle680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 132,000.00)701A231 5 Mile Solid White, Class 2, Type A Traffic Stripe701A235 5 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A240 5 Mile Broken White, Class 2, Type A Traffic Stripe701B063 600 Linear Foot Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide)701B205 2875 Linear Foot Dotted, Class 2, Type A, Traffic Stripe701C000 9 Mile Broken Temporary Traffic Stripe701C001 16 Mile Solid Temporary Traffic Stripe703A002 2570 Square Foot Traffic Control Markings, Class 2, Type A703B002 124 Square Foot Traffic Control Legends, Class 2, Type A703D001 528 Square Foot Temporary Traffic Control Markings705A030 240 Each Pavement Markers, Class A-H, Type 2-C

STPMN-7780(600) , ETC. MONTGOMERY County- 3 -

705A031 262 Each Pavement Markers, Class A-H, Type 1-A705A038 110 Each Pavement Markers, Class A-H, Type 2-E707B003 2 Each Type A Hazard Marker Installation710A115 92 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)730A000 1 Lump Sum Removal Of Existing Traffic Control Unit (

Dickinson Drive at Gunter Park Drive)730A001 1 Lump Sum Removal Of Existing Traffic Control Unit (

Dickinson Drive at Turner Blvd)730C000 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Dickinson Drive at Gunter Park Drive)730C001 1 Lump Sum Furnishing And Installing Traffic Control Unit (

Dickinson Drive at Turner Blvd)730E000 6 Each Metal Traffic Signal Pole Foundation730F000 1 Each Metal Traffic Signal Pole With 40 ft.730F001 2 Each Metal Traffic Signal Pole With 45 ft.730F002 3 Each Metal Traffic Signal Pole With 50 ft.730K000 6 Each Traffic Signal Junction Box730L002 40 Linear Foot 1", Metallic, Conduit730L003 60 Linear Foot 1", Non-Metallic, Conduit730L005 1450 Linear Foot 2", Non-Metallic, Conduit730N010 6 Each Luminaire Extension Assembly, 12 ft.730P022 10 Each Vehicular Signal Head, 12 Inch, 3 Section, Type LED730P024 2 Each Vehicular Signal Head, 12 Inch, 5 Section, Type LED730R022 2 Each Controller Assembly, Type III, 8 Phase730T000 2 Each Wood Pole730U015 1 Lump Sum Video Detection System730U016 1 Lump Sum Video Detection System734A012 15150 Linear Foot Cable OSP, Loose Tube, 36F SM734A100 11630 Linear Foot Messenger Wire734B007 450 Linear Foot Drop Cable OSP 12F SM Central Core734E100 70 Linear Foot Buried Duct HDPE SDR11 2 x 2 Inch734F002 2 Each Distribution Hardware SFDU 12 Fiber734G001 24 Each Connector ST Termination SM734G005 4 Each Splice Closure, Aerial With Trays734G009 24 Each Splicing, Fusion734H041 4 Each Patch Cord Duplex SM, ST To LC 2 Meter734H070 2 Each Fanout Kit, SM734J000 2 Each Commbox F1734M000 2 Each Riser Assembly734N052 2 Each Ethernet Gigabit Network Switch734N100 4 Each Cat 5E Patch Cords,3 Meter734N900 2 Each Video Encoder734S000 14 Each Fiber Storage Rack (Aerial)734T110 1 Lump Sum Testing, Fiber Optic Systems738A000 2 Each CCTV Camera, PTZ738T110 1 Lump Sum Testing, CCTV740B000 1129 Square Foot Construction Signs740D000 270 Each Channelizing Drums740E000 180 Each Cones (36 Inches High)740F002 22 Each Barricades, Type III740I002 11 Each Warning Lights, Type B740M001 180 Each Ballast For Cone741C010 3 Each Portable Sequential Arrow And Chevron Sign Unit745A000 200 Hour Uniformed Police Officer756A028 445 Linear Foot 6" Electrical Conduit, 1 Line, Type 5 Installation

070


STPNU-2020(200)COVINGTON COUNTY, Alabama


RESURFACING AND TRAFFIC STRIPE ON CR-24 EAST OF THE CONECUHNATIONAL FOREST FROM THE JCT OF SR-137 TO THE JCT OF SR-55



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







210D021 5000 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)212A000 811 Station Machine Grading Shoulders405A000 2720 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement424A341 7855 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"


Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B600A000 1 Lump Sum Mobilization652A100 19 Acre Seeding652C000 19 Acre Mowing656A010 19 Acre Mulching665J002 2400 Linear Foot Silt Fence665O001 2400 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 40,000.00)701A235 8 Mile Solid Yellow, Class 2, Type A Traffic Stripe701A245 5 Mile Broken Yellow, Class 2, Type A Traffic Stripe703A002 140 Square Foot Traffic Control Markings, Class 2, Type A

STPNU-2020(200) COVINGTON County- 2 -

740B000 699 Square Foot Construction Signs740O000 1 Each Pilot Car








071


STPNU-3300(211)HALE COUNTY, Alabama


FULL DEPTH RECLAMATION, RESURFACING, AND TRAFFIC STRIPE ON CR-2FROM THE MARENGO COUNTY LINE TO THE JUNCTION OF SR-69










210D021 600 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)302A000 102600 Square Yard Full Depth Reclamation, 10 INCHES THICK302B000 3373 Ton Portland Cement For Full Depth Reclamation401A000 97586 Square Yard Bituminous Treatment A401B106 93039 Square Yard Bituminous Treatment JG (With Polymer Additive)430B043 4249 Ton Aggregate Surfacing (1" Down, Crusher Run)600A000 1 Lump Sum Mobilization630A001 210 Linear Foot Steel Beam Guardrail, Class A, Type 2630C050 4 Each Guardrail End Anchor, Type 20 Series630C070 8 Each Guardrail End Anchor, Type 10 Series665J002 550 Linear Foot Silt Fence665O001 550 Linear Foot Silt Fence Removal698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 66,000.00)701A030 16 Mile Solid White, Class 2T, Type A Traffic Stripe701A034 7 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 6 Mile Solid Temporary Traffic Stripe

STPNU-3300(211) HALE County- 2 -

703A004 112 Square Foot Traffic Control Markings, Class 2T, Type A705A032 126 Each Pavement Markers, Class A-H, Type 1-B705A037 715 Each Pavement Markers, Class A-H, Type 2-D740B000 273 Square Foot Construction Signs740E000 25 Each Cones (36 Inches High)740M001 25 Each Ballast For Cone740O000 1 Each Pilot Car








072

Notice To ContractorsFederal Aid Project No.STPNU-HSIP-0022(517)

CHILTON COUNTY, Alabama


PLANING, RESURFACING, WIDENING, AND TRAFFIC STRIPE ON SR-22 FROMTHE DALLAS COUNTY LINE TO THE SR-6 (US-82) OVERPASS INMAPLESVILLE










206D000 16 Linear Foot Removing Pipe206E000 2 Each Removing Headwalls209A000 10 Each Mailbox Reset, Single209A001 1 Each Mailbox Reset, Double209A002 3 Each Mailbox Reset, Multiple210D021 500 Cubic Yard Borrow Excavation (Loose Truckbed Measurement) (A-4 Or Better)214A000 21 Cubic Yard Structure Excavation214B001 31 Cubic Yard Foundation Backfill, Commercial305B077 1889 Ton Crushed Aggregate, Section 825, For Miscellaneous Use401A004 128965 Square Yard Bituminous Treatment E405A000 6449 Gallon Tack Coat407B000 8 Mile Joint Sealant For Hot Mix Asphalt Pavement408A052 109177 Square Yard Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)408A056 7188 Square Yard Planing Existing Pavement (Approximately 5.10" Thru 6.0" Thick)410H000 1 Each Material Remixing Device424A360 8826 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"


STPNU-HSIP-0022(517) CHILTON County- 2 -




424B685 2157 Ton Superpave Bituminous Concrete Lower Binder Layer,Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D

424B688 2436 Ton Superpave Bituminous Concrete Lower Binder Layer,Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D

424B692 2938 Ton Superpave Bituminous Concrete Lower Binder Layer,Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D

428C000 75547 Linear Foot Scoring Bituminous Pavement Surface By Cutting502A000 2676 Pound Steel Reinforcement524B011 22 Cubic Yard Culvert Concrete Extension (Cast In Place)530A101 12 Linear Foot 18" Roadway Pipe (Class 3 R.C.) (Extension)530A102 12 Linear Foot 24" Roadway Pipe (Class 3 R.C.) (Extension)600A000 1 Lump Sum Mobilization610D003 334 Square Yard Filter Blanket, Geotextile619A002 2 Each 18" Roadway Pipe End Treatment, Class 1619A003 2 Each 24" Roadway Pipe End Treatment, Class 1620A000 1 Cubic Yard Minor Structure Concrete654A000 300 Square Yard Solid Sodding665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 500 Linear Foot Wattle666A001 4 Acre Pest Control Treatment680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 154,025.00)701A227 16 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 7 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)701C000 19 Mile Broken Temporary Traffic Stripe701C001 22 Mile Solid Temporary Traffic Stripe701G146 754 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G150 377 Linear Foot Broken Yellow, Class W, Type A Traffic Stripe (5" Wide)701H001 754 Linear Foot Solid Traffic Stripe Removed (Plastic)701H006 377 Linear Foot Broken Traffic Stripe Removed (Plastic)703A002 627 Square Foot Traffic Control Markings, Class 2, Type A703B002 97 Square Foot Traffic Control Legends, Class 2, Type A703D001 627 Square Foot Temporary Traffic Control Markings705A032 274 Each Pavement Markers, Class A-H, Type 1-B705A037 654 Each Pavement Markers, Class A-H, Type 2-D740B000 1528 Square Foot Construction Signs740D000 25 Each Channelizing Drums740E000 100 Each Cones (36 Inches High)740I005 4 Each Warning Lights, Type B (Detachable Head)740M001 100 Each Ballast For Cone740O000 1 Each Pilot Car








076


STPOA-8863(600)LAUDERDALE COUNTY, Alabama


GRADE, DRAIN, BASE, PAVE, AND BRIDGE REPLACEMENT ON RAILROADAVENUE AND ON HERMITAGE DRIVE OVER THE TENNESSEE SOUTHERNRAILROAD IN FLORENCE



The Entire Project Shall Be Completed In One Hundred Thirty-Five(135) Working Days.








206A000 1 Lump Sum Removal Of Old Bridge, Station 13+77.00206D000 176 Linear Foot Removing Pipe206D001 437 Linear Foot Removing Guardrail206D002 137 Linear Foot Removing Curb206D003 180 Linear Foot Removing Curb And Gutter206D005 64 Linear Foot Removing Gutter206D008 137 Linear Foot Removing Retaining Wall206E003 1 Each Removing Manholes206E008 8 Each Removing Guardrail End Anchor (All Type)210A000 3820 Cubic Yard Unclassified Excavation210A001 535 Cubic Yard Unclassified Excavation (Special Undercutting)210D000 6694 Cubic Yard Borrow Excavation214A000 915 Cubic Yard Structure Excavation214B001 371 Cubic Yard Foundation Backfill, Commercial215A000 445 Cubic Yard Unclassified Bridge Excavation

STPOA-8863(600) LAUDERDALE County- 2 -

215B000 1 Lump Sum Cofferdams Or Sheeting And Shoring, Station 13+26.00301A012 5155 Square Yard Crushed Aggregate Base Course, Type B, Plant Mixed, 6"

Compacted Thickness401A000 4081 Square Yard Bituminous Treatment A405A000 22 Gallon Tack Coat408A051 739 Square Yard Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)424A340 362 Ton Superpave Bituminous Concrete Wearing Surface Layer, 1/2"





Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B424B643 67 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B424B644 38 Ton Superpave Bituminous Concrete Upper Binder Layer,

Leveling, 1" Maximum Aggregate Size Mix, ESAL Range A/B430B034 40 Ton Aggregate Surfacing (ALDOT #57 Crushed Stone)450B000 134 Square Yard Reinforced Cement Concrete Bridge End Slab502A000 46000 Pound Steel Reinforcement502B000 1 Lump Sum Steel Reinforcement For Bridge Superstructure,

Station 13+26.00, Approximately 65500 lbs505G003 82 Each Pile Points (Type A, 12")505M002 3884 Linear Foot Steel Piling Furnished And Driven (HP 12x53)508A000 7300 Pound Structural Steel510A000 352 Cubic Yard Bridge Substructure Concrete, Class A510C051 1 Lump Sum Bridge Concrete Superstructure,

Station 13+26.00, Approximately 261 Cu Yd510E000 658 Square Yard Grooving Concrete Bridge Decks511A004 12 Each Elastomeric Bearing Type 4511A071 24 Each Elastomeric Bearing Type 4 (Mark VB2)513B004 671 Linear Foot Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item)513B015 530 Linear Foot Pretensioned-Prestressed Concrete Girders, Type BT-54

(Specialty Item)530A001 262 Linear Foot 18" Roadway Pipe (Class 3 R.C.)530A002 37 Linear Foot 24" Roadway Pipe (Class 3 R.C.)530A800 32 Linear Foot 15" Roadway Pipe (14 Gauge C.C.S.) (Stack Pipe)(No Bedding Required)532A032 10 Linear Foot 18" Slotted Drain Pipe533A098 782 Linear Foot 18" Storm Sewer Pipe (Class 3 R.C.)533A099 358 Linear Foot 24" Storm Sewer Pipe (Class 3 R.C.)535A001 20 Linear Foot 18" Side Drain Pipe600A000 1 Lump Sum Mobilization601A000 1 Each Furnishing Base, Soil And Structure Laboratories602A000 14 Each Right Of Way Markers609A000 246 Square Yard Aggregate Slope Protection610C001 518 Ton Loose Riprap, Class 2610D003 705 Square Yard Filter Blanket, Geotextile618A000 416 Square Yard Concrete Sidewalk, 4" Thick618B003 147 Square Yard Concrete Driveway, 6" Thick (Includes Wire Mesh)619A002 1 Each 18" Roadway Pipe End Treatment, Class 1619A003 2 Each 24" Roadway Pipe End Treatment, Class 1619A101 4 Each 18" Side Drain Pipe End Treatment, Class 1621A003 1 Each Junction Boxes, Type 4 Or 1P621A005 1 Each Junction Boxes, Type 1621A011 2 Each Junction Boxes, Type 1 Or 1P621C008 4 Each Inlets, Type E621C015 5 Each Inlets, Type S1 Or S3 (1 Wing)621C017 3 Each Inlets, Type S1 Or S3 (2 Wing)621C027 1 Each Inlets, Type C621C109 1 Each Inlets, Type PD621D008 3 Each Inlet Units, Type E621D015 1 Each Inlet Units, Type S1 Or S3622A004 3 Each Manhole Covers Reset (Riser Ring Method)623A000 227 Linear Foot Concrete Gutter623C000 2164 Linear Foot Combination Curb & Gutter, Type C630A001 579 Linear Foot Steel Beam Guardrail, Class A, Type 2

STPOA-8863(600) LAUDERDALE County- 3 -

630C001 1 Each Guardrail End Anchor, Type 8630C003 4 Each Guardrail End Anchor, Type 13630C050 5 Each Guardrail End Anchor, Type 20 Series634A001 281 Linear Foot Industrial Fence, 5 Feet High634E003 204 Linear Foot Industrial Fence, 7.33 Feet High, Special Mounting650A000 837 Cubic Yard Topsoil652A100 2 Acre Seeding654A001 2930 Square Yard Solid Sodding (Bermuda)659C002 350 Square Yard Erosion Control Product, Type S2665A000 2 Acre Temporary Seeding665B001 6 Ton Temporary Mulching665E000 950 Square Yard Polyethylene665F000 50 Each Hay Bales665G000 50 Each Sand Bags665I000 32 Ton Temporary Riprap, Class 2665J002 925 Linear Foot Silt Fence665K000 33 Cubic Yard Drainage Sump Excavation665O001 925 Linear Foot Silt Fence Removal665P005 14 Each Inlet Protection, Stage 3 Or 4665Q002 630 Linear Foot Wattle674A000 100 Linear Foot Construction Safety Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 87,275.00)701G146 410 Linear Foot Solid White, Class W, Type A Traffic Stripe (5"Wide)701G154 410 Linear Foot Solid Yellow, Class W, Type A Traffic Stripe (5" Wide)701G253 650 Linear Foot Solid White, Class 2, Type A Traffic Stripe (5" Wide)701G265 3000 Linear Foot Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)703A002 90 Square Foot Traffic Control Markings, Class 2, Type A705A037 38 Each Pavement Markers, Class A-H, Type 2-D707B004 4 Each Type B Hazard Marker Installation710A115 70 Square Foot Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel



14 Ga Square Tubular Steel)740B000 865 Square Foot Construction Signs740C000 360 Square Foot Special Construction Signs740D000 50 Each Channelizing Drums740E000 50 Each Cones (36 Inches High)740F002 16 Each Barricades, Type III740I002 4 Each Warning Lights, Type B740M001 50 Each Ballast For Cone742A001 1 Each Portable Changeable Message Sign, Type 2








081

Notice To ContractorsST-059-888-005

SHELBY COUNTY, Alabama


WIDENING, RESURFACING, AND TRAFFIC STRIPE ON CR-61 FROM SR-145TO SR-25 IN WILSONVILLE







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 $840,151 To $1,026,851The Principal Items Of Work Are Approximately As Follows:

305B077 1000 Ton Crushed Aggregate, Section 825, For Miscellaneous Use327D021 1348 Ton Plant Mix Bituminous Base, Widening, Mix 2401B111 41273 Square Yard Bituminous Treatment G, CRS-2 (With Polymer Additive)405A000 2118 Gallon Tack Coat407B000 11 Mile Joint Sealant For Hot Mix Asphalt Pavement410H000 1 Each Material Remixing Device424A361 4028 Ton Superpave Bituminous Concrete Wearing Surface Layer, 3/4"



Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D600A000 1 Lump Sum Mobilization610D003 500 Square Yard Filter Blanket, Geotextile652A100 2 Acre Seeding656A010 2 Acre Mulching665B001 15 Ton Temporary Mulching665G000 500 Each Sand Bags665J002 1000 Linear Foot Silt Fence665O001 1000 Linear Foot Silt Fence Removal665Q002 750 Linear Foot Wattle666A001 2 Acre Pest Control Treatment698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 44,000.00)701A227 6 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 1 Mile Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)

ST-059-888-005 SHELBY County- 2 -

701B207 200 Linear Foot Dotted, Class 2, Type A Traffic Stripe (5" Wide)701C002 2 Mile Broken Temporary Traffic Stripe (Paint)701C003 13 Mile Solid Temporary Traffic Stripe (Paint)701H001 100 Linear Foot Solid Traffic Stripe Removed (Plastic)703A002 1175 Square Foot Traffic Control Markings, Class 2, Type A703B002 360 Square Foot Traffic Control Legends, Class 2, Type A703D001 692 Square Foot Temporary Traffic Control Markings705A032 75 Each Pavement Markers, Class A-H, Type 1-B705A037 344 Each Pavement Markers, Class A-H, Type 2-D740B000 746 Square Foot Construction Signs740E000 100 Each Cones (36 Inches High)740M001 100 Each Ballast For Cone740O000 1 Each Pilot Car742A001 2 Each Portable Changeable Message Sign, Type 2




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



084

Notice To ContractorsState Maintenance Project No.

99-403-371-000-401JEFFERSON COUNTY, Alabama

M a i n t e n a n c e


MAINTENANCE ROADSIDE MOWING AT VARIOUS LOCATIONS ALONG I-20,I-65, I-459, AND SR-4 AS INDICATED IN THE PLANS


The Entire Project Shall Be Completed In One Hundred Twenty-five(125) Working Days.





655A009 2 Cycle Maintenance Roadside Mowing (Approximately 5320 Acres Per Cycle)655A010 1 Cycle Maintenance Roadside Mowing (Approximately 3079 Acres)698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 20,000.00)740B000 640 Square Foot Construction Signs




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



200


STPOA-2816(201)ETOWAH 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.


BRIDGE REPLACEMENT ON STEELE STATION ROAD OVER ROOK CREEK WESTOF RAINBOW CITY








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 $301,384.00 To $368,358The Principal Items Of Work Are Approximately As Follows:

206A000 1 Lump Sum Removal Of Old Bridge, Station 38+68.13214A000 535 Cubic Yard Structure Excavation214B001 224 Cubic Yard Foundation Backfill, Commercial502A000 55110 Pound Steel Reinforcement524A010 358 Cubic Yard Culvert Concrete600A000 1 Lump Sum Mobilization610C001 485 Ton Loose Riprap, Class 2610D003 455 Square Yard Filter Blanket, Geotextile630A001 200 Linear Foot Steel Beam Guardrail, Class A, Type 2630C070 4 Each Guardrail End Anchor, Type 10 Series665F000 100 Each Hay Bales665J002 1900 Linear Foot Silt Fence680A001 1 Lump Sum Geometric Controls698A000 1 Lump Sum Construction Fuel (Maximum Bid Limited to $ 3,000.00)740B000 213 Square Foot Construction Signs740C000 22 Square Foot Special Construction Signs740F002 8 Each Barricades, Type III

STPOA-2816(201) ETOWAH County- 2 -

740I002 4 Each Warning Lights, Type B








alabamaalletting.dot.state.al.us/prior lettings/2013 prior letting/may_31... · 424b659 4025 ton...

Documents