notice to contractorsalletting.dot.state.al.us/webprops/2014/20141205/ntcdecember_05_2014.pdfdec 05,...

ALABAMADepartment of Transportation

www.dot.state.al.us

Notice to ContractorsTransportation Letting

December 5, 201410:00 am

Alabama Department of Transportation1409 Coliseum Boulevard, Room E-108

Montgomery Alabama 36110

Plans and Proposalstelephone: 334.242.6444

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

COMPANY NAME: BY:

MAIL ADDRESS:

SHIPPING ADDRESS:

CITY, STATE, ZIP:

CITY, STATE, ZIP: PHONE:

DELIVERY OPTIONS:

(CHECK ONE)

STANDARD MAIL/SHIP (VIA UPS)

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. Bidding files are available at our website. www.dot.state.al.us

PLANSPRICE

BIDDINGPROPOSAL(ONE EACH)

PLANSQTY.

WE ARE NO LONGER ACCEPTING 3.5" DISKETTES.

$14.00 004 . ACBR58351-ATRP(007), MACON$5.00$9.00 005 . ACBR61143-ATRP(008), LEE$5.00$6.00 008 . ACBRZ58361-ATRP(001), CALHOUN$5.00$8.00 009 . ACBRZ59635-ATRP(007), MACON$5.00$4.00 012 . ACNU59328-ATRP(007), CHOCTAW$5.00$3.00 013 . ACNU59340-ATRP(003), MONROE$5.00

$55.00 014 . ACOA59519-ATRP(001), BALDWIN$5.00$3.00 015 . ACNU59564-ATRP(008), CHAMBERS$5.00$5.00 016 . ACNU60472-ATRP(005), LOWNDES$5.00$3.00 017 . ACNU60580-ATRP(008), WINSTON$5.00$3.00 018 . ACNU61272-ATRP(008), CULLMAN$5.00$3.00 019 . ACNU61342-ATRP(003), CHOCTAW$5.00$3.00 020 . ACNU61368-ATRP(007), MONROE$5.00

$29.00 023 . NH-0147(502), LEE$5.00$23.00 024 . ACNU59343-ATRP(004), MONROE$5.00

$3.00 025 . ACOA59518-ATRP(009), WALKER$5.00$24.00 026 . ACOA59566-ATRP(006), LEE$5.00$39.00 027 . ACOA8543-8828(601), COLBERT$5.00

$8.00 033 . ER-8950(967), DALLAS$5.00$12.00 035 . ERPR-8960(917), CLARKE$5.00$31.00 036 . ERPR-8960(919), WILCOX$5.00$79.00 037 . ERPR-8930(921), ESCAMBIA$5.00$38.00 043 . IM-I059(361), GREENE$5.00

$4.00 045 . NH-0008(573), MONTGOMERY$5.00$5.00 046 . NH-0009(555), MONTGOMERY$5.00

$30.00 047 . NH-0035(527), DEKALB$5.00$6.00 048 . NH-HSIP-0012(559), CLARKE$5.00$4.00 051 . STPAA-0003(589), SHELBY$5.00$8.00 052 . STPAA-0016(516), BALDWIN$5.00$9.00 053 . STPOA-0021(549), ESCAMBIA$5.00$6.00 054 . STPAA-0021(551), WILCOX$5.00$5.00 056 . STPAA-HSIP-0007(539), DEKALB$5.00$4.00 057 . STPAA-HSIP-0008(578), MACON$5.00$4.00 058 . STPAA-HSIP-0015(525), MACON$5.00$7.00 059 . STPAA-HSIP-0025(539), BIBB$5.00

$29.00 060 . STPAA-HSIP-0131(500), BARBOUR$5.00

December 5, 2014

$6.00 061 . STPAA-HSIP-0164(500), WILCOX$5.00$12.00 066 . ST-003-001-005, BARBOUR$5.00$21.00 067 . ST-067-999-005, WINSTON$5.00

PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:

EACH QTY.

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

1409 COLISEUM BOULEVARDOFFICE ENGINEER - ROOM E-108MONTGOMERY, ALABAMA 36110PHONE: (334) 242-6441, 6442, 6526 FAX: (334) 264-7976e-mail: [email protected]

ORDER TOTAL: $ PAID BY: DATE:

_____ 2014 STANDARD HIGHWAY DRAWINGS_____ 2014 METRIC STANDARD HIGHWAY DRAWINGS_____ 2014 STANDARD HIGHWAY DRAWING US AND METRIC (CD)

$125.00$125.00

$25.00_____ 2012 STANDARD SPECIFICATIONS BOOK_____ CURRENT QUALIFIED CONTRACTORS LIST_____ CURRENT BRIDGE POSTING MAP & CHART

$20.00$5.00$2.00

December 5, 2014

Notice to ContractorsAlabama Department Of Transportation

The Alabama Department of Transportation, in accordance with Title VI of the Civil Rights Act of 1964, 78Stat. 252, 42 U.S.C. 2000D TO 2000D-4 and Title 49 code of Federal Regulations, Department ofTransportation, Subtitle A, Office of The Secretary, Part 21, nondiscrimination in federally-assistedprograms of the Department of Transpotation issued pursuant to such act, hereby notifies all biddersthat it will affirmatively insure that in any contract entered into pursuant to this advertisement, minoritybusiness enterprises will be afforded full opportunity to submit bids in response to this invitation and willnot be discriminated against on the grounds of race, color, religion, sex, or national origin inconsideration for an award.

The right to reject any or all bids is reserved.

The bracket range is shown only to provide general financial information to contractors and bonding companiesconcerning the project's complexity and size. This bracket should not be used in preparing a bid, nor will this brackethave any bearing on the decision to award this contract.

The proposed work shall be performed in conformity with the rules and regulations for carrying out theFederal Highway Act.

For State and State Maintenance Projects:

Sections 34-8-8. Code of Alabama 1975 as amended states in part as follows: "... it will be necessary forhim or her to show evidence of license before his ot her bid is condsidered," Further, Section 34-8-8,Code of Alabama 1975 as amended also states in part as follows: "All Owners, Architects, and Engineersreceiving bids pursuant to this chapter shall require the person, firm, or corporation to include his ot hercurrent license number on the bid."

The bidder's proposal must be submitted on the complete original proposal furnished him or her by the AlabamaDepartment of Transportation.

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

The Quantities shown are approximate and are for information only.

The total amount of uncompleted work under contract to a contractor must not exceed the amount of his or herqualification certificate.

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

In accordance with the rules and regulations of The Alabama Department of Transportation, proposals will be issued onlyto prequalified contractors or their authorized representatives, upon requests that are received before 10 AM., on the dayprevious to the day of opening of bids.

Sealed bids will be received by the Director of Transportation at the office of the Alabama Department of Transportation,Montgomery, Alabama until 10:00 AM on December 05, 2014 and at that time publicly opened for constructing thefollowing projects as described herein.

For Federal Aid Projects:

Minimum Wage Rates have been pre-determined by the Secretary of Labor and are set forth in theadvertised specifications. Federal Aid Projects are also subjects to the contract work hours and SafetyStandards Act and its implementing regulations.

JOHN R. COOPERTransportation Director

20141205004Contract ID:December 05, 2014Letting Date:

Projects:Counties: MACON

DBE Goal Percent: 5.00Contract Time:

Description: for constructing the Bridge Replacement on CR-22 over Chewacla Creek east of Tuskegee.Length 0.273 mi.

1 Working Days

The Bracket Estimate on this project is from $2,288,061 to $2,796,519 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.

The Principal Items of work are approximately as follows:

$14.00

004ACBR58351-ATRP(007)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 2

Acres)(1) LS

206A000 Removal Of Old Bridge, Station 105+71.30 (1) LS

210A000 Unclassified Excavation 324 CUYD

210D001 Borrow Excavation (Loose Truckbed Measurement) 4,717 CUYD

215A000 Unclassified Bridge Excavation 888 CUYD

215B000 Cofferdams Or Sheeting And Shoring, Station 105+40 (1) LS

231B002 Roadbed Stabilizing Material, ALDOT #410 (Modified) 371 Ton

301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 2,267 SQYD

401A000 Bituminous Treatment A 2,267 SQYD

405A000 Tack Coat 64 Gal

407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile

424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B

176 Ton

424B637 Superpave Bituminous Concrete Upper Binder Layer, 1 1/2" Maximum Aggregate SizeMix, ESAL Range A/B

359 Ton

502A000 Steel Reinforcement 82,200 LB

502B002 Steel Reinforcement For Bridge Superstructure, Station 105+40, Approx. 140,300Pounds

(1) LS

505A002 Steel Test Piles (HP 12x53) 2 Each

505B057 Static Loading Tests (HP 12x53) 2 Each

505B087 Dynamic Loading Tests (HP 12x53) 2 Each

505M002 Steel Piling Furnished And Driven (HP 12x53) 2,773 LF

505M004 Steel Piling Furnished And Driven (HP 14x73) 913 LF

508A000 Structural Steel 9,200 LB

510A000 Bridge Substructure Concrete, Class A 550 CUYD

510C051 Bridge Concrete Superstructure, Station 105+40, Approx. 587 cubic yards (1) LS

511A053 Elastomeric Bearing Type 2 (Mark B4) 40 Each

513B015 Pretensioned-Prestressed Concrete Girders, Type BT-54 (Specialty Item) 1,178 LF

513B017 Pretensioned-Prestressed Concrete Girders, Type BT-72 (Specialty Item) 1,114 LF

600A000 Mobilization (1) LS

610C001 Loose Riprap, Class 2 2,350 Ton

610D003 Filter Blanket, Geotextile 1,335 SQYD

630A001 Steel Beam Guardrail, Class A, Type 2 1,044 LF

630C003 Guardrail End Anchor, Type 13 4 Each

630C050 Guardrail End Anchor, Type 20 Series 4 Each

650A000 Topsoil 672 CUYD

Item No. Description Quantity UnitsACBR58351-ATRP(007) Page: 2

652A100 Seeding 2 Acre

656A010 Mulching 2 Acre

665F000 Hay Bales 288 Each

665J002 Silt Fence 2,868 LF

665O001 Silt Fence Removal 2,868 LF

680A001 Geometric Controls (1) LS

698A000 Construction Fuel (Maximum Bid Limited to $ 114,300.00) (1) LS

701A089 Solid White, Class W, Type A Traffic Stripe 1 Mile

701A097 Solid Yellow, Class W, Type A Traffic Stripe 1 Mile

701A231 Solid White, Class 2, Type A Traffic Stripe 1 Mile

701A235 Solid Yellow, Class 2, Type A Traffic Stripe 1 Mile

705A037 Pavement Markers, Class A-H, Type 2-D 37 Each

740B000 Construction Signs 133 SQFT

740F002 Barricades, Type III 8 Each

740I002 Warning Lights, Type B 4 Each

( ) Item will be bid as lump sum.


Projects:Counties: LEE


Description: for constructing the Bridge Replacement on CR-10 over Chewacla Creek south of the AuburnCity Limits. Length 0.021 mi.

75 Working Days

The Bracket Estimate on this project is from $573,481 to $700,921 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$9.00

005ACBR61143-ATRP(008)

Item No. Description Quantity Units206A000 Removal Of Old Bridge, Station 64+85.10 (1) LS

206D001 Removing Guardrail 492 LF


502B000 Steel Reinforcement For Bridge Superstructure, STA 64+60, APPROX. 29,600POUNDS)

(1) LS

506A000 Drilled Shaft Excavation, 4'-6" Diameter 97 LF

506B004 Special Drilled Shaft Excavation, 4'-6" Diameter 81 LF

506C043 Drilled Shaft Construction, 4'-6" Diameter, Class DS1 Concrete 178 LF

506D000 Exploration Below Drilled Shaft 60 LF

506G003 Crosshole Sonic Logging, 4'-6" Diameter 6 Each



510C051 Bridge Concrete Superstructure, STA 64+60, APPROX. 143 CUBIC YARDS) (1) LS

510E000 Grooving Concrete Bridge Decks 326 SQYD

511A053 Elastomeric Bearing Type 2 (Mark B4) 8 Each

513B019 Pretensioned-Prestressed Concrete Girders, Type BT-63 (Specialty Item) 448 LF


610C001 Loose Riprap, Class 2 544 Ton

610D003 Filter Blanket, Geotextile 386 SQYD



665L000 Floating Basin Boom 250 LF








Projects:Counties: CALHOUN


Description: for constructing the Bridge Replacement on CR-554 (Ranch Road) over an UnnamedTributary to Tallasseehatchee Creek. Length 0.150 mi.

60 Working Days



$6.00

008ACBRZ58361-ATRP(001)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 PER

ACRE)(APPROXIMATELY 1 ACRE)(1) LS


206D000 Removing Pipe 20 LF


210D001 Borrow Excavation (Loose Truckbed Measurement) 3,450 CUYD





105 Ton

424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B

228 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 30 Ton

502A001 Steel Reinforcement (Grade 60) 80 LB

505G003 Pile Points (Type A, 12") 18 Each

505H000 Pilot Holes 175 LF


505M011 Steel Piling Furnished And Driven (HP 14X102) 300 LF

507A000 Wire Rope Abutment Anchor Assembly 2 Each


511A000 Elastomeric Bearing Type 1 55 Each

512A014 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By 33'-0" Long 2 Each

512B004 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0" Deep By 31'-6" Long 2 Each

512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 24 Each

512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 6 Each

512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 2 Each

512D030 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 4 Each

512E000 Precast Concrete Abutment Panels, Type A1 8 Each


512F000 Precast Concrete Wing Panels, Type W1 4 Each


512G000 Precast Concrete Abutment Wing Cap Panels 4 Each

535A002 24" Side Drain Pipe 40 LF


602A000 Right Of Way Markers 18 Each


Item No. Description Quantity UnitsACBRZ58361-ATRP(001) Page: 2


619A102 24" Side Drain Pipe End Treatment, Class 1 2 Each

630A001 Steel Beam Guardrail, Class A, Type 2 25 LF










666A001 Pest Control Treatment 1 Acre





701C001 Solid Temporary Traffic Stripe 1 Mile









Description: for constructing the Bridge Replacement on CR-7 (Cross Keys Road) over CubahatcheeCreek southeast of Shorter. Length 0.171 mi.

160 Working Days



$8.00

009ACBRZ59635-ATRP(007)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately 1

Acre)(1) LS


210A000 Unclassified Excavation 1,090 CUYD

210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 100 CUYD

231B002 Roadbed Stabilizing Material, ALDOT #410 (Modified) 192 Ton

301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 818 SQYD

401A000 Bituminous Treatment A 818 SQYD




63 Ton

424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B

126 Ton

502A001 Steel Reinforcement (Grade 60) 618 LB






505M012 Steel Piling Furnished And Driven (HP 14 x 89) 3,500 LF

507A000 Wire Rope Abutment Anchor Assembly 2 Each


511A000 Elastomeric Bearing Type 1 176 Each

512A014 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By 33'-0" Long 2 Each

512B004 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0" Deep By 31'-6" Long 14 Each

512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 90 Each

512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 30 Each

512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 28 Each

512D030 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 4 Each







512G000 Precast Concrete Abutment Wing Cap Panels 4 Each

Item No. Description Quantity UnitsACBRZ59635-ATRP(007) Page: 2









665A000 Temporary Seeding 1 Acre

665B001 Temporary Mulching 3 Ton

665I000 Temporary Riprap, Class 2 282 Ton






701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,200 LF

701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,200 LF

701G253 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 620 LF

701G265 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 620 LF






20141205012Contract ID:

December 05, 2014Letting Date:

Projects:

Counties: CHOCTAWDBE Goal Percent: 5.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-14 and CR-25 from the junction ofCR-21 to the junction of CR-9 (Site #1); on CR-23 (Ararat Road) from the junction ofMcCarty's Ferry Road to the junction of CR-43 (Site #2); and on CR-23 (Ararat Road) from thejunction of CR-43 to the junction SR-17 (Site #3). Length 15.902 mi.

65 Working Days



$4.00

012ACNU59328-ATRP(007)ACNU61337-ATRP(007)ACNU61338-ATRP(007)

Item No. Description Quantity Units206D001 Removing Guardrail 300 LF

401A006 Bituminous Treatment G 181,976 SQYD

405A000 Tack Coat 18,554 Gal



15,556 Ton

424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range A/B

16,234 Ton

424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range A/B

1,400 Ton

424C350 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range A/B

868 Ton




631B001 New Wood Posts Set 8 Each

631E010 Guardrail End Anchor, Type 10 Series, Reset 1 Each

650A000 Topsoil 3,092 CUYD




665J002 Silt Fence 900 LF

665O001 Silt Fence Removal 900 LF


701A030 Solid White, Class 2T, Type A Traffic Stripe 31 Mile

701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 23 Mile

701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 8 Mile

701C002 Broken Temporary Traffic Stripe (Paint) 8 Mile

701C003 Solid Temporary Traffic Stripe (Paint) 86 Mile

703A004 Traffic Control Markings, Class 2T, Type A 168 SQFT

705A032 Pavement Markers, Class A-H, Type 1-B 190 Each

705A037 Pavement Markers, Class A-H, Type 2-D 1,200 Each


740E000 Cones (36 Inches High) 50 Each

Item No. Description Quantity UnitsACNU59328-ATRP(007) Page: 2

740M001 Ballast For Cone 50 Each

740O000 Pilot Car 1 Each



Projects:Counties: MONROE

Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-23 (Perdue Hill Road) from thejunction of SR-21 to the Frisco City Limits. Length 1.533 mi.

35 Working Days



$3.00

013ACNU59340-ATRP(003)

Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 63 SQYD

206E001 Removing Inlets 2 Each

214A000 Structure Excavation 8 CUYD

214B001 Foundation Backfill, Commercial 2 CUYD

401A004 Bituminous Treatment E 20,670 SQYD



408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 1,687 SQYD


1,705 Ton


618A000 Concrete Sidewalk, 4" Thick 78 SQYD

618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 17 SQYD

621C027 Inlets, Type C 2 Each




665G000 Sand Bags 20 Each



665P005 Inlet Protection, Stage 3 Or 4 2 Each

665Q002 Wattle 150 LF


701E001 Solid Temporary Traffic Stripe (Paint) 15,966 LF

701E011 Broken Temporary Traffic Stripe (Paint) 5,730 LF

701G249 Solid White, Class 2, Type A Traffic Stripe 16,198 LF

701G258 Broken Yellow, Class 2, Type A Traffic Stripe 3,820 LF

701G263 Solid Yellow, Class 2, Type A Traffic Stripe 10,644 LF

703A002 Traffic Control Markings, Class 2, Type A 458 SQFT







Projects:Counties: BALDWIN


Description: for constructing the Widening, Resurfacing, and Traffic Stripe on Wilters Street from theintersection of SR-59 to Rock Creek to include the extension of Wilters Street from RockCreek to the junction of CR-83 (Baldwin Beach Express) in Robertsdale. Length 2.575 mi.

180 Working Days



$55.00

014ACOA59519-ATRP(001)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 PER ACRE)

(APPROXIMATELY 4 ACRES)(1) LS

201C000 Clearing (Approximately 4 Acres) (1) LS

206C000 Removing Concrete Sidewalk 50 SQYD

206C001 Removing Concrete Pavement 29 SQYD



206D005 Removing Gutter 587 LF

206E000 Removing Headwalls 14 Each


206E008 Removing Guardrail End Anchor (All Type) 8 Each


210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 200 CUYD


214B000 Foundation Backfill, Local 223 CUYD


230A000 Roadbed Processing 30 RBST





410H000 Material Remixing Device 1 Each

424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D

3,146 Ton

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

683 Ton

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

50 Ton

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

424 Ton

424B662 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range C/D

729 Ton

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

690 Ton

530A001 18" Roadway Pipe (Class 3 R.C.) 251 LF



530B001 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.) 189 LF

Item No. Description Quantity UnitsACOA59519-ATRP(001) Page: 2




535B092 44" Span, 27" Rise Side Drain Pipe (Class 3 R.C.) 259 LF



605B000 Special Underdrain Outlet, Type A 4 Each

606A012 6" Underdrain Pipe,Type 8 500 LF




619A002 18" Roadway Pipe End Treatment, Class 1 2 Each



619A202 24" Roadway Pipe End Treatment, Class 1 (Double Line) 2 Each

619B017 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1 1 Each



619B116 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 2 Each

619B267 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1 (Double Line) 1 Each

619B297 36" Span, 23" Rise Roadway Pipe End Treatment, Class 2 (Triple Line) 2 Each

620A000 Minor Structure Concrete 2 CUYD

621C041 Inlets, Type B (Modified) 4 Each

621C109 Inlets, Type PD 5 Each

621C134 Inlets, Type PD (Modified) 1 Each

623A001 Concrete Gutter (Valley) 587 LF

623B000 Concrete Curb, Type N 139 LF

623C000 Combination Curb & Gutter, Type C 330 LF




650B000 Topsoil From Stockpiles 4,164 CUYD


652C000 Mowing 16 Acre

654A001 Solid Sodding (Bermuda) 5,574 SQYD


659C001 Erosion Control Product, Type S3 3,681 SQYD

659C002 Erosion Control Product, Type S2 665 SQYD



665E000 Polyethylene 2,000 SQYD







665N000 Temporary Coarse Aggregate,ALDOT Number 1 100 Ton




665Q002 Wattle 6,308 LF


672C103 Flocculant Application, Inlet Protection . 64 Each

674A000 Construction Safety Fence 500 LF



701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile

701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile

701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 179 LF


701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 204 LF

701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 102 LF

703A002 Traffic Control Markings, Class 2, Type A 2,684 SQFT

703B002 Traffic Control Legends, Class 2, Type A 99 SQFT

705A030 Pavement Markers, Class A-H, Type 2-C 27 Each


710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)

27 SQFT

710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)

95 SQFT

710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 300 LF

710C001 Removal Of Existing Roadway Signs (1) LS

730H001 Loop Wire 1,252 LF

730I001 Loop Detector Lead-In-Cable 304 LF


740D000 Channelizing Drums 286 Each





301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 9,412 SQYDCA1

424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D

1,318 TonCA2



Projects:Counties: CHAMBERS


Description: for constructing the Resurfacing and Traffic Stripe on CR-62 from the intersection of CR-54 tothe junction of SR-77 northwest of Lafayette. Length 6.621 mi.

30 Working Days



$3.00

015ACNU59564-ATRP(008)

Item No. Description Quantity Units404G001 Pavement Surfacing (Scrub Seal) 82,070 SQYD



424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

6,318 Ton

424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range A/B

1,500 Ton


1,685 Ton

424C351 Superpave Bituminous Concrete Base Layer, Widening, 1 1/2" Maximum Aggregate SizeMix, ESAL Range A/B

876 Ton

430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,312 Ton





701A245 Broken Yellow, Class 2, Type A Traffic Stripe 4 Mile

701C000 Broken Temporary Traffic Stripe 8 Mile



703D001 Temporary Traffic Control Markings 1,116 SQFT







Projects:Counties: LOWNDES


Description: for constructing the Resurfacing and Traffic Stripe on CR-37 from the junction of SR-8(US-80) to the junction of CR-54. Length 3.881 mi.

45 Working Days

The Bracket Estimate on this project is from $839,285 to $1,025,793 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.


$5.00

016ACNU60472-ATRP(005)

Item No. Description Quantity Units405A000 Tack Coat 4,070 Gal



4,031 Ton

424B638 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2"Maximum AggregateSize Mix, ESAL Range A/B

167 Ton


6,783 Ton









701B007 Dotted Class 2T, Type A, Traffic Stripe 567 LF



701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 300 LF


703B004 Traffic Control Legends, Class 2T, Type A 253 SQFT




705A038 Pavement Markers, Class A-H, Type 2-E 100 Each






Projects:Counties: WINSTON


Description: for constructing the Resurfacing and Traffic Stripe on CR-22 from the junction of CR-77 to theCullman County Line. Length 5.644 mi.

30 Working Days



$3.00

017ACNU60580-ATRP(008)

Item No. Description Quantity Units401B100 Bituminous Treatment E (With Polymer Additive) 64,142 SQYD



424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

5,371 Ton

430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 962 Ton


630C022 Guardrail End Anchor, Type Special 4 Each














Projects:Counties: CULLMAN


Description: for constructing the Resurfacing and Traffic Stripe on CR-1114 from the junction of SR-74(US-278) to the junction of SR-157. Length 6.094 mi.

30 Working Days



$3.00

018ACNU61272-ATRP(008)


206E019 Removing Guardrail End Anchor (Type 10) 4 Each

401B103 Bituminous Treatment J (With Polymer Additive) 78,657 SQYD




6,706 Ton


100 Ton


900 Ton



630A033 Steel Beam Guardrail, Class A, Type 2 (7'-0" Post) 225 LF














Projects:Counties: CHOCTAW


Description: for constructing the Resurfacing and Traffic Stripe on CR-6 from the intersection of CR-31 inBladon Springs to the junction of SR-12 (US-84). Length 3.755 mi.

30 Working Days



$3.00

019ACNU61342-ATRP(003)

Item No. Description Quantity Units401A006 Bituminous Treatment G 44,059 SQYD




3,735 Ton


3,855 Ton


300 Ton























Projects:Counties: MONROE


Description: for constructing the Resurfacing and Traffic Stripe on CR-5 from the junction of CR-30 toMurder Creek. Length 9.844 mi.

45 Working Days



$3.00

020ACNU61368-ATRP(007)




8,800 Ton

424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range A/B

125 Ton


10,743 Ton


3,148 Ton





















Projects:

Counties: LEEDBE Goal Percent: 4.00Contract Time:

Description: for constructing the Resurfacing, Traffic Stripe, and Intersection Improvements on VariousRoutes in Auburn as indicated in the plans. Length 2.807 mi.

120 Working Days



$29.00

023NH-0147(502)ACOA58414-ATRP(005)ACAA61107-ATRP(016)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 per Acre)(Approximately 1

Acre)(1) LS


206C003 Removing Concrete Flumes 29 SQYD

206C010 Removing Concrete Driveway 401 SQYD


206D003 Removing Curb And Gutter 1,730 LF



206E002 Removing Junction Boxes 1 Each

209A000 Mailbox Reset, Single 1 Each




301A006 Crushed Aggregate Base Course, Type B, Plant Mixed, 4.5" Compacted Thickness 5,059 SQYD


401A006 Bituminous Treatment G 22,080 SQYD







2,450 Ton

424A349 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range A/B

225 Ton


5,383 Ton

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

75 Ton

424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range A/B

200 Ton


200 Ton


233 Ton


300 Ton

Item No. Description Quantity UnitsNH-0147(502) Page: 2


1,560 Ton


233 Ton

424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

200 Ton


295 Ton

430B000 Aggregate Surfacing (ALDOT #467 Or #57) 50 Ton


517D000 Sidewalk Handrail 10 LF

530A101 18" Roadway Pipe (Class 3 R.C.) (Extension) 14 LF

533A098 18" Storm Sewer Pipe (Class 3 R.C.) 118 LF




614A000 Slope Paving 2 CUYD



618B002 Concrete Driveway, 6" Thick 377 SQYD


621A011 Junction Boxes, Type 1 Or 1P 2 Each

621C015 Inlets, Type S1 Or S3 (1 Wing) 2 Each


621C114 Inlets, Type S1 Or S3 (1 Wing) (Partial) 1 Each

621D015 Inlet Units, Type S1 Or S3 2 Each


623B001 Concrete Curb, Type N Special 43 LF


623C003 Combination Curb & Gutter, Type C (Modified) 569 LF

641E500 Fire Hydrant Reset 1 Each

641R510 3/4 Inch Water Meter And Box Reset 4 Each

641S500 Valve Box Reset 3 Each

645G510 4 Inch Sanitary Sewer Lateral Cleanout 2 Each

645K500 Manhole Frame And Cover Reset 5 Each



654A000 Solid Sodding 1,820 SQYD














701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile


701B205 Dotted, Class 2, Type A, Traffic Stripe 2,116 LF

701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 4,100 LF



701E000 Solid Temporary Traffic Stripe 3,555 LF

701E010 Broken Temporary Traffic Stripe 1,920 LF

701G242 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1,920 LF

701G253 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2,236 LF

701G256 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 400 LF

701G265 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3,555 LF


703B002 Traffic Control Legends, Class 2, Type A 1,191 SQFT



705A031 Pavement Markers, Class A-H, Type 1-A 247 Each






31 SQFT

710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel)S. College St & Longleaf Dr.)

40 LF

730A000 Removal Of Existing Traffic Control Unit ( S. College St & Longleaf Dr.) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( S. College St & Longleaf Dr.) (1) LS

730E000 Metal Traffic Signal Pole Foundation 7 Each

730F000 Metal Traffic Signal Pole With 60' Mast Arms 1 Each




730G001 Metal Traffic Signal Strain Pole 3 Each


730I001 Loop Detector Lead-In-Cable 3,500 LF

730K000 Traffic Signal Junction Box 9 Each

730L002 1", Metallic, Conduit 18 LF

730L005 2", Non-Metallic, Conduit 1,452 LF

730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 15 Each

730Q011 Pedestrian Signal Head, Type LED 8 Each

730R022 Controller Assembly, Type III, 8 Phase 1 Each

730U015 Video Detection System (1) LS

740B000 Construction Signs 1,867 SQFT






741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each




Projects:

Counties: MONROEDBE Goal Percent: 5.00Contract Time:

Description: for constructing the Resurfacing and Traffic Stripe on CR-20 (Drewry Road) from south of thejunction of SR-41 (South Alabama Avenue) to the Monroeville City Limits to include theIntersection Realignment of CR-20 (Drewry Road) and SR-41 (South Alabama Avenue) inMonroeville. Length 2.148 mi.

140 Working Days



$23.00

024ACNU59343-ATRP(004)ACNU59344-ATRP(004)




206D004 Removing Railroad Tracks 145 LF

206D005 Removing Gutter 100 LF


206E042 Removing Inlets (Partial) 2 Each












3,837 Ton


872 Ton

424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D

100 Ton


200 Ton












621C134 Inlets, Type PD (Modified) 2 Each


621D109 Inlet Units, Type PD 2 Each

621E001 Manholes, Type M 1 Each

623A000 Concrete Gutter 113 LF

623C000 Combination Curb & Gutter, Type C 2,456 LF



654A003 Solid Sodding (Centipede) 1,494 SQYD





















710A099 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Background)

7 SQFT


12 SQFT


8 SQFT


710C000 Removal Of Existing Roadway Signs (1) LS

730A000 Removal Of Existing Traffic Control Unit ( Drewry Rd @ South Alabama Ave & Ivey St) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( Drewry Rd @ South Alabama Ave) (1) LS


730F000 Metal Traffic Signal Pole With 37 FT MAST ARM ASSEMBLY 4 Each


730L005 2", Non-Metallic, Conduit 200 LF

730N010 Luminaire Extension Assembly, 12 FOOT 4 Each






730T000 Wood Pole 1 Each











Projects:Counties: WALKER


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on CR-358 (Old BirminghamHighway) from the junction of Commerce Avenue to the intersection of CR-371 (IndustrialParkway) in Jasper. Length 2.401 mi.

35 Working Days



$3.00

025ACOA59518-ATRP(009)

Item No. Description Quantity Units206C010 Removing Concrete Driveway 45 SQYD







73 Ton


2,806 Ton


500 Ton


500 Ton

424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range A/B

391 Ton

424B677 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range A/B

391 Ton


472 Ton









665Q002 Wattle 2,703 LF









703D001 Temporary Traffic Control Markings 607 SQFT





54 SQFT

710B001 Roadway Sign Post (#3 "U" Channel Galvanized Steel) 84 LF

730H001 Loop Wire 184 LF









Projects:Counties: LEE


Description: for constructing the Intersection Improvements at CR-48 (Opelika Road) and CR-706 (EastUniversity Drive) in Auburn. Length 0.507 mi.

120 Working Days



$24.00

026ACOA59566-ATRP(006)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 PER

ACRE)(APPROXIMATELY 2 ACRES)(1) LS


206C003 Removing Concrete Flumes 28 SQYD

206C008 Removing Concrete Median 54 SQYD











301A006 Crushed Aggregate Base Course, Type B, Plant Mixed, 4.5" Compacted Thickness 8,904 SQYD

401B108 Bituminous Treatment G (With Polymer Additive) 20,880 SQYD




2,022 Ton


504 Ton


250 Ton


504 Ton

424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D

40 Ton

430B000 Aggregate Surfacing (ALDOT #467 Or #57) 50 Ton


529A016 Retaining Wall (Modular Block Wall) 160 SQFT










606A000 6" Underdrain Pipe 200 LF


618A000 Concrete Sidewalk, 4" Thick 1,803 SQYD


618B002 Concrete Driveway, 6" Thick 387 SQYD



621A022 Junction Boxes, Type 1 (Modified) 9 Each

621B034 Junction Box Units, Type 1 (Modified) 6 Each

621C035 Inlets, Type B (Surface Grates) 2 Each

621C065 Inlets, Type S (Modified) (1 Wing) 4 Each

621C066 Inlets, Type S (Modified) (2 Wing) 3 Each


621C164 Inlets, Type S Modified (Partial) (1-Wing) 5 Each

621D132 Inlet Units, Type S (Modified) 2 Each



623C003 Combination Curb & Gutter, Type C (Modified) 4,759 LF

641E500 Fire Hydrant Reset 2 Each

641R510 3/4 Inch Water Meter And Box Reset 9 Each














701B205 Dotted, Class 2, Type A, Traffic Stripe 2,130 LF

701E000 Solid Temporary Traffic Stripe 8,157 LF

701E010 Broken Temporary Traffic Stripe 4,904 LF

701G242 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 4,904 LF


701G256 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2,170 LF

701G265 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5,370 LF











25 SQFT


711A000 Roadway Sign Relocation (1) LS

730A000 Removal Of Existing Traffic Control Unit ( Station 8+00 Opelika Road @ 40' Lt.) (1) LS

730C000 Furnishing And Installing Traffic Control Unit ( Station 6+75 Opelika Road @ 52' Lt.) (1) LS


730F000 Metal Traffic Signal Pole With 35' Mast Arm Assembly 1 Each




730G001 Metal Traffic Signal Strain Pole 1 Each


730L002 1", Metallic, Conduit 25 LF

730L005 2", Non-Metallic, Conduit 705 LF










756A042 6 Inch Electrical Conduit, 2 Lines, Type 5 Installation 300 LF



Projects:Counties: COLBERT


Description: for constructing the Additional Lanes (Grade, Drain, Base, and Pave) on Avalon Avenue fromthe intersection of SR-133 (Wilson Dam Road) to just east of Webster Street in MuscleShoals. Length 0.845 mi.

280 Working Days



$39.00

027ACOA8543-8828(601)


Acres)(1) LS

206C001 Removing Concrete Pavement 1,360 SQYD

206D000 Removing Pipe 5,777 LF

206D003 Removing Curb And Gutter 569 LF






210D000 Borrow Excavation 11,325 CUYD

214A000 Structure Excavation 20,563 CUYD

214B001 Foundation Backfill, Commercial 4,808 CUYD


260A000 Cement Mortar Flowable Backfill, Mix 1 15 CUYD






408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 14,850 SQYD


2,100 Ton


3,000 Ton


450 Ton


2,100 Ton

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

4,000 Ton

430B026 Aggregate Surfacing (ALDOT #467, #57 Or #810) 100 Ton

430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 500 Ton





532A030 12" Slotted Drain Pipe 77 LF

Item No. Description Quantity UnitsACOA8543-8828(601) Page: 2




533A099 24" Storm Sewer Pipe (Class 3 R.C.) 1,805 LF






533B098 22" Span, 14" Rise Storm Sewer Pipe (Class 3 R.C.) 4 LF

533B101 44" Span, 27" Rise Storm Sewer Pipe (Class 3 R.C.) 783 LF




608A000 Separation Geotextile 6,717 SQYD




618A000 Concrete Sidewalk, 4" Thick 3,998 SQYD












619B269 44" Span, 27" Rise Roadway Pipe End Treatment, Class 1 (Double Line) 1 Each


621A005 Junction Boxes, Type 1 35 Each

621B005 Junction Box Units, Type 1 33 Each

621C001 Inlets, Type B 2 Each

621C002 Inlets, Type C, P1 Or P3 1 Each

621C008 Inlets, Type E 2 Each






621D001 Inlet Units, Type B 1 Each




621E004 Manholes, Type L Or M (Storm) 5 Each

621F005 Manhole Units, Type L Or M (Storm) 4 Each

623A001 Concrete Gutter (Valley) 2,942 LF


623C000 Combination Curb & Gutter, Type C 5,753 LF

634A002 Industrial Fence, 6 Feet High 661 LF

650B000 Topsoil From Stockpiles 1,912 CUYD








665Q002 Wattle 4,273 LF

665T000 Temporary Earth Berms 949 LF






701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 2,500 LF




701D007 Solid Traffic Stripe Removed (Paint) 2 Mile




703C000 Removal Of Existing Traffic Control Markings Or Legends (Paint) 801 SQFT


705A023 Pavement Markers, Class C, Type 2-D 145 Each





49 SQFT


78 SQFT


730H001 Loop Wire 700 LF







Projects:Counties: DALLAS

Contract Time:

Description: for constructing the Permanent Slope Repair (Grade, Drain, Base, and Pave) on CR-4approximately 0.9 miles west of CR-85. Length 0.284 mi.

30 Working Days



$8.00

033ER-8950(967)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ $4000.00 Per Acres (Approx. 1 Acres) (1) LS




210D001 Borrow Excavation (Loose Truckbed Measurement) 180 CUYD

301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 70 SQYD

401A000 Bituminous Treatment A 70 SQYD



262 Ton


11 Ton

502A000 Steel Reinforcement 131 LB

524B011 Culvert Concrete Extension (Cast In Place) 3 CUYD


610A004 Loose Riprap,Class 2,24" Thick 540 SQYD










698A000 Construction Fuel (Maximum Bid Limited to $ $11,500.00) (1) LS










Projects:Counties: CLARKE

Contract Time:

Description: for constructing the Slide Repair and Permanent Restoration on SR-13 (US-43) from CR-203(Bear Fork Road) to 0.2 miles north of CR-203 south of Fulton. Length 0.018 mi.

30 Working Days



$12.00

035ERPR-8960(917)

Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 123 SQYD


219B000 Special Underdrain 6 Inch Diameter 164 LF

430B003 Aggregate Surfacing (ALDOT #57) 347 Ton

505E000 Permanent Steel Sheet Piling 595 LF


605B002 Special Underdrain Outlet, Type C 1 Each

609A000 Aggregate Slope Protection 1,000 SQYD

609B000 Geotextile Filter For Aggregate Slope Protection 1,200 SQYD


650B000 Topsoil From Stockpiles 41 CUYD

654A001 Solid Sodding (Bermuda) 140 SQYD

665E000 Polyethylene 900 SQYD





726A000 Portable Concrete Safety Barriers, Type 6 280 LF

726A001 Portable Concrete Safety Barriers, Type 6-A 20 LF

726D025 Portable Impact Attenuator Assembly (Unidirectional,TL-3) 1 Each






742A001 Portable Changeable Message Sign, Type 2 1 Each



Projects:Counties: WILCOX

Contract Time:

Description: for constructing the Slide Repair and Permanent Restoration on SR-41 from 0.3 miles north ofCR-12 to 0.6 miles north of CR-12. Length 0.184 mi.

90 Working Days



$31.00

036ERPR-8960(919)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 per Acre) (Approximately 6

Acres)(1) LS

206C002 Removing Concrete Slope Paving 2,069 SQYD


430B003 Aggregate Surfacing (ALDOT #57) 55 Ton


609A000 Aggregate Slope Protection 28,299 SQYD

609B000 Geotextile Filter For Aggregate Slope Protection 28,299 SQYD










665G000 Sand Bags 1,000 Each
















Projects:Counties: CONECUH AND ESCAMBIA


Description: for constructing the Divisionwide Emergency Repairs at Various Sites as indicated in theplans.

340 Working Days



$79.00

037ERPR-8930(921)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approx. 15 Acres) (1) LS

206C002 Removing Concrete Slope Paving 667 SQYD

206C016 Removing Concrete Slope Paving (Under Bridges) 349 SQYD



206D006 Removing Industrial Fence 140 LF

206D007 Removing Concrete Flume 392 LF





210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) 9,705 CUYD


214B000 Foundation Backfill, Local 108 CUYD


219A000 Rock Buttress For Landslide Correction 2,241 Ton

219C003 Special Filter Blanket, Geotextile 1,217 SQYD

243A020 Geosynthetic Reinforcement For Reinforced Slopes, Type 1 4,737 SQYD

260A002 Cement Mortar Flowable Backfill, Mix 3 12 CUYD



505E000 Permanent Steel Sheet Piling 120 LF

505I000 Temporary Steel Sheet Piling 155 SQFT

524B011 Culvert Concrete Extension (Cast In Place) 39 CUYD






534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 66 LF

535A078 15" Side Drain Pipe (Class 3 R.C.) 40 LF



606A012 6" Underdrain Pipe,Type 8 1,700 LF

606A013 8" Underdrain Pipe,Type 8 60 LF

Item No. Description Quantity UnitsERPR-8930(921) Page: 2

609A000 Aggregate Slope Protection 409 SQYD











621A013 Junction Boxes, Type Special 1 Each

621B011 Junction Box Units, Type 1 Or 1P 2 Each

621C027 Inlets, Type C 1 Each

621C145 Inlets, Type Special Drop (Type 1) 1 Each

621D002 Inlet Units, Type C 1 Each

629E015 Bridge Rail Retrofit, Type SC(CB) 273 LF





631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 1,852 LF

631G008 Guardrail End Anchor, Type 8 Relocated 3 Each

631G015 Guardrail End Anchor, Type 20 Series Relocated 4 Each

634A002 Industrial Fence, 6 Feet High 140 LF

637A001 Fence Reset (Includes All Types) 1,810 LF





659C002 Erosion Control Product, Type S2 26,254 SQYD

659C007 Erosion Control Product, Type C8 584 SQYD



665I000 Temporary Riprap, Class 2 1,382 Ton







665Q002 Wattle 1,240 LF




726A000 Portable Concrete Safety Barriers, Type 6 1,000 LF

Item No. Description Quantity UnitsERPR-8930(921) Page: 3


726D021 Portable Impact Attenuator Assembly (Bi-directional,TL-2) 6 Each









Projects:Counties: GREENE


Description: for constructing the Bridge Guardrail Retrofit, Guardrail Replacement, Resurfacing, and TrafficStripe on I-59 from the SR-14 Interchange (MP 40.307) to the CR-211 Overpass (MP 46.989)to include the Bridge Raisings at CR-170 and SR-14. Length 6.682 mi.

125 Working Days



$38.00

043IM-I059(361)


Acres)(1) LS

206D001 Removing Guardrail 1,727 LF

206D002 Removing Curb 859 LF

206D011 Removing Fence 238 LF



210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 5,587 CUYD

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 3,500 Ton




410I000 Smoothness Testing Certified Inertial Profiler . 1 Each

423A000 Stone Matrix Asphalt Wearing Layer, 1 1/2" Maximum Aggregate Size 26,229 Ton


18,134 Ton

424B284 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range E

200 Ton

424B288 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range E

796 Ton

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

677 Ton


250 Ton


250 Ton

424B689 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" Maximum AggregateSize Mix, ESAL Range C/D

2,188 Ton

428C000 Scoring Bituminous Pavement Surface By Cutting 141,124 LF

450B000 Reinforced Cement Concrete Bridge End Slab 34 SQYD


520B000 Raising Existing Bridge, Station Raising Existing Bridge Sta 19+96.52 (SR-14) (1) LS

520B001 Raising Existing Bridge, Station Raising Existing Bridge Sta 7+95.37 (CR-170) (1) LS


629E013 Bridge Rail Retrofit,Type BC(NJ) 1,093 LF




Item No. Description Quantity UnitsIM-I059(361) Page: 2



635A000 Woven Wire Fence 238 LF

















701H001 Solid Traffic Stripe Removed (Plastic) 2,196 LF




705A031 Pavement Markers, Class A-H, Type 1-A 1,418 Each





740C000 Special Construction Signs 60 SQFT










Projects:Counties: MONTGOMERY


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-8 (US-80) from the westerncity limits of Montgomery (MP 125.300) to the junction of I-65 (MP 129.595). Length 4.294 mi.

70 Working Days



$4.00

045NH-0008(573)

Item No. Description Quantity Units210A000 Unclassified Excavation 250 CUYD


212A000 Machine Grading Shoulders 885 STA

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 500 Ton




410C000 Contractor Retained Profilograph 1 Each


424A281 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range E

16,960 Ton


695 Ton


8,900 Ton


2,770 Ton

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

5,850 Ton


500 Ton


750 Ton


80 Ton

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

125 Ton

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

45 Ton







654A000 Solid Sodding 250 SQYD
















701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 139 LF




701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 891 LF


701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 752 LF


701H006 Broken Traffic Stripe Removed (Plastic) 891 LF














745A000 Uniformed Police Officer 500 HOUR



Projects:Counties: MONTGOMERY


Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-9 from the junction of I-85(MP 107.588) to the junction of SR-9 (US-231) (MP 111.920). Length 4.331 mi.

120 Working Days



$5.00

046NH-0009(555)

Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 50 SQYD

206D001 Removing Guardrail 5,670 LF













16,285 Ton


15,600 Ton


2,900 Ton

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

5,100 Ton


500 Ton


500 Ton







629E013 Bridge Rail Retrofit,Type BC(NJ) 1,060 LF

629E015 Bridge Rail Retrofit, Type SC(CB) 1,480 LF






























701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 2,555 LF




701H006 Broken Traffic Stripe Removed (Plastic) 2,555 LF





705A031 Pavement Markers, Class A-H, Type 1-A 2,300 Each



17 SQFT









745A000 Uniformed Police Officer 1,000 HOUR



Projects:Counties: DEKALB


Description: for constructing the Mandatory Brake Check Area (Grade, Drain, Base, Pave, and Lighting) onSR-35 just south of CR-89 (Desoto Parkway) from MP 18.840 to MP 19.100. Length 0.490 mi.

110 Working Days



$30.00

047NH-0035(527)

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately 5

Acres)(1) LS




210D000 Borrow Excavation 32,776 CUYD

210F001 Borrow Excavation (Underwater Embankment) 6,000 Ton




305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 1,325 Ton





662 Ton


1,375 Ton

424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D

1,660 Ton

430B014 Aggregate Surfacing (ALDOT #410 Modified) 29 Ton




530A494 18" Roadway Pipe (14 Gauge C.M.) (Temporary) 65 LF

530A495 24" Roadway Pipe (14 Gauge C.M.) (Temporary) 35 LF





601A000 Furnishing Base, Soil And Structure Laboratories 1 Each












621A009 Junction Boxes, Type 2P 1 Each

621B009 Junction Box Units, Type 2P 3 Each


621D001 Inlet Units, Type B 1 Each






659C005 Erosion Control Product, Type C4 805 SQYD



665D001 Temporary Pipe End Treatment 6 Each


665H005 Flow Baffle 290 LF






665T000 Temporary Earth Berms 1,048 LF

665X000 Basin Dewatering Device 2 Each

672C100 Flocculant Application, Ditch Check . 60 Each







701H000 Solid Traffic Stripe Removed (Paint) 1,100 LF





189 SQFT


22 SQFT


726A000 Portable Concrete Safety Barriers, Type 6 1,500 LF











750B602 Roadway Luminaire Assembly with One, LED, 400 Watt Equivalent Luminaire 10 Each

750C010 Pole Foundation,Roadway 10 Each

750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 3,000 LF

750H005 Service Pole 1 Each

750I005 Lighting Control Center 1 Each

756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 167 LF



Projects:Counties: CLARKE


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-12 (US-84) from0.5 miles west of the junction of CR-3 (Winn Road) to 0.9 miles north of the junction of CR-23west of Grove Hill. Length 8.090 mi.

55 Working Days



$6.00

048NH-HSIP-0012(559)

Item No. Description Quantity Units209A000 Mailbox Reset, Single 2 Each







11,052 Ton


120 Ton


200 Ton


200 Ton

424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D

3,322 Ton











665Q002 Wattle 1,200 LF








703D002 Temporary Traffic Control Markings (Paint) 420 SQFT



Item No. Description Quantity UnitsNH-HSIP-0012(559) Page: 2







Projects:Counties: SHELBY


Description: for constructing the Planing, Resurfacing, Guardrail, and Traffic Stripe on SR-3 (US-31) fromthe junction of 7th Avenue in Calera to the south end of the I-65 Overpass (MP 245.649).Length 2.229 mi.

45 Working Days



$4.00

051STPAA-0003(589)

Item No. Description Quantity Units206C025 Removing Bituminous Pavement On Concrete Surfaces 738 SQYD



206E014 Removing Guardrail End Anchor (Type 2A) 4 Each

210D001 Borrow Excavation (Loose Truckbed Measurement) 100 CUYD







4,490 Ton

424A290 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range E

272 Ton

424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range E

500 Ton


200 Ton


515C000 Bridge Deck Sealant 34 Gal

515D000 Application of Bridge Deck Sealant 738 SQYD

















Item No. Description Quantity UnitsSTPAA-0003(589) Page: 2

















Projects:Counties: BALDWIN


Description: for constructing the Resurfacing and Traffic Stripe on SR-16 (US-90) from the east end ofBlakeley River Bridge (MP 42.718) to just west of the I-10 Westbound Ramp (MP 44.083).Length 1.364 mi.

35 Working Days



$8.00

052STPAA-0016(516)








6,212 Ton


50 Ton


97 Ton



























701H002 Solid Traffic Stripe Removed (Tape) 744 LF

701H007 Broken Traffic Stripe Removed (Tape) 372 LF

















Projects:Counties: ESCAMBIA


Description: for constructing the Resurfacing and Traffic Stripe on SR-21 from just north of the intersectionof Sunset Drive (the beginning of the four-lane section) to just south of the junction of CR-14.Length 3.705 mi.

45 Working Days



$9.00

053STPOA-0021(549)








11,257 Ton


25 Ton


100 Ton


979 Ton












665Q002 Wattle 1,050 LF












Item No. Description Quantity UnitsSTPOA-0021(549) Page: 2


701H002 Solid Traffic Stripe Removed (Tape) 952 LF

701H007 Broken Traffic Stripe Removed (Tape) 476 LF












Projects:Counties: WILCOX


Description: for constructing the Resurfacing and Traffic Stripe on SR-21 from the junction of SR-28 to theintersection of CR-59 (Freedom Farm Road) in Furman. Length 7.331 mi.

65 Working Days



$6.00

054STPAA-0021(551)




401B100 Bituminous Treatment E (With Polymer Additive) 134,220 SQYD






11,400 Ton


291 Ton


1,000 Ton


200 Ton






631C001 Steel Beam Guardrail, Class A, Type 2 Reset 213 LF










701A091 Solid White, Class W, Type A Traffic Stripe (5" Wide) 1 Mile









701H005 Broken Traffic Stripe Removed (Paint) 837 LF




703E002 Temporary Traffic Control Legends (Paint) 96 SQFT











Projects:Counties: DEKALB


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-7 (US-11) fromnorth of the Fort Payne City Limits (MP 236.660) to the Georgia State Line. Length 13.670 mi.

65 Working Days



$5.00

056STPAA-HSIP-0007(539)







16,198 Ton

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

19,797 Ton

424C344 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate Size Mix,ESAL Range A/B

300 Ton


8,020 Ton


430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 7,218 Ton























Item No. Description Quantity UnitsSTPAA-HSIP-0007(539) Page: 2






Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-8 (US-80) fromeast of Frazier Street (MP 174.667) to the junction of SR-15 (US-29) (MP 181.268) Length6.600 mi.

65 Working Days



$4.00

057STPAA-HSIP-0008(578)

Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 2,000 CUYD








10,750 Ton


1,235 Ton


12,155 Ton


500 Ton


500 Ton


1,535 Ton






























701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,229 LF



701H006 Broken Traffic Stripe Removed (Plastic) 1,483 LF















Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-15 (US-29) fromthe junction of SR-8 (US-80) to the Lee County Line. Length 4.235 mi.

50 Working Days



$4.00

058STPAA-HSIP-0015(525)













6,300 Ton


500 Ton


7,700 Ton


100 Ton


250 Ton


2,200 Ton



530A216 42" Roadway Pipe (14 Gauge C.C.M.P.I.) 48 LF





621A031 Junction Boxes, Type 1 (Special) 2 Each

629D000 Bridge Guardrail Retrofit, Type IC 4 Each








Projects:Counties: BIBB


Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-25 from the HaleCounty Line (MP 70.740) to the junction of SR-5 (MP 84.730) in Harrisburg. Length 13.985 mi.

150 Working Days



$7.00

059STPAA-HSIP-0025(539)

Item No. Description Quantity Units206D000 Removing Pipe 12 LF

206D007 Removing Concrete Flume 150 LF






305B071 Coarse Aggregate, Section 801, For Miscellaneous Use FOR NARROW SHOULDERS 1,500 Ton

305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 3,000 Ton





410I000 Smoothness Testing Certified Inertial Profiler Lump Sum 1 Each


14,750 Ton

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

19,200 Ton


500 Ton


7,996 Ton

424B677 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range A/B

5,744 Ton



524B010 Culvert Concrete Extension 15 CUYD

















665Q002 Wattle 1,500 LF




















Projects:

Counties: BARBOURDBE Goal Percent: 3.00Contract Time:

Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-131 from twohundred twenty-five feet south of the intersection of CR-79 in Baker Hill to the junction of SR-1(US-431) in Eufaula (Site #1) and on SR-131 from the intersection of CR-53 in Texasville totwo hundred twenty-five feet south of the intersection of CR-79 in Baker Hill (Site #2). Length19.047 mi.

140 Working Days



$29.00

060STPAA-HSIP-0131 (500)STPAA-HSIP-0131 (501)



209A001 Mailbox Reset, Double 2 Each

209A002 Mailbox Reset, Multiple 1 Each


212A000 Machine Grading Shoulders 1,966 STA







27,428 Ton


600 Ton


307 Ton

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

7,909 Ton

424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximum AggregateSize mix, ESAL Range C/D

12,467 Ton








656D000 Mulch Control Netting 600 SQYD











665Q002 Wattle 14,250 LF


672C100 Flocculant Application, Ditch Check . 6 Each










701D008 Solid Traffic Stripe Removed (Plastic) 2 Mile

701D014 Broken Traffic Stripe Removed (Paint) 2 Mile

701D015 Broken Traffic Stripe Removed (Plastic) 2 Mile



701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 900 LF















Projects:

Counties: WILCOXDBE Goal Percent: 3.00Contract Time:

Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-164 from thejunction of SR-10 to the intersection of SR-28 (Broad Street) in Camden (Site #1) and onSR-221 from the junction of SR-41 to the intersection of SR-10 in Camden (Site #2). Length4.273 mi.

40 Working Days



$6.00

061STPAA-HSIP-0164(500)STPAA-HSIP-0221(500)

Item No. Description Quantity Units209A000 Mailbox Reset, Single 1 Each








6,313 Ton

424A350 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range A/B

275 Ton


250 Ton


200 Ton


1,415 Ton























703E002 Temporary Traffic Control Legends (Paint) 272 SQFT









Projects:Counties: BARBOUR

Contract Time:

Description: for constructing the Minor Widening on SR-1 (US-431) from north of the intersection of BroadStreet to four hundred feet south of the junction of Cotton Avenue in Eufaula. Length 0.800 mi.

4/1/2015 Completion Date



$12.00

066

A MANDATORY pre-bid conference is scheduled for 10:00 a.m. on Tuesday, November 25, 2014, at theDepartment of Transportation; District 6 Project Office; 760 Highway 30; Eufaula, AL 36072 Any qualifiedbidder wishing to bid this proposal is required to have a company representative present at this MANDATORYpre-bid conference. Proposals issued to bidders who fail to attend the MANDATORY pre-bid conferenceand/or register their attendance will be voided and their bids will not be received nor considered.

ST-003-001-005


206D002 Removing Curb 6,244 LF

206E060 Removing Tree (Less Than 8 Inch) 1 Each

206E064 Removing Stump (Less Than 8 Inch) 1 Each


301A025 Crushed Aggregate Base Course, Type B, Road Mixed, 6" Compacted Thickness 1,961 SQYD






2,067 Ton

424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range E

100 Ton

424B292 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range E

348 Ton

424B592 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range E

324 Ton

424B702 Superpave Bitmuinous Concrete Upper Binder Layer, Leveling, 3/8" Maximum AggregateSize mix, ESAL Range E

100 Ton



623B002 Concrete Curb, Type A 6,167 LF


654A000 Solid Sodding 1,247 SQYD

661B000 Transplanting Shrubs, rose bush 5 Each

661C000 Transplanting Trees, Crepe Myrtle 4 Each

664A000 Licensed Tree Surgeon (Limit One) 200 HOUR




674A000 Construction Safety Fence 5,106 LF




Item No. Description Quantity UnitsST-003-001-005 Page: 2








701D014 Broken Traffic Stripe Removed (Paint) 1 Mile

701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile




703E001 Temporary Traffic Control Legends 23 SQFT













Projects:Counties: WINSTON

Contract Time:

Description: for constructing the Culvert Replacement on SR-13 at CR-7 (Dime Road) in Haleyville. Length0.151 mi.

150 Working Days



$21.00

067

A MANDATORY pre-bid conference is scheduled for 10:00 a.m. on Friday, November 21, 2014, at the HaleyvilleCity Hall Courtroom; 1901 11th Avenue; Haleyville, AL 35565 Any qualified bidder wishing to bid thisproposal is required to have a company representative present at this MANDATORY pre-bid conference.Proposals issued to bidders who fail to attend the MANDATORY pre-bid conference and/or register theirattendance will be voided and their bids will not be received nor considered.

ST-067-999-005

Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 per acre)(Approx 1 Acre) (1) LS

205A001 Removal Of Structures, Structure No. 1 1 Each

206B000 Removal Of Old Box Culvert, Station 29+64 CL 8th Ave (1) LS



206D002 Removing Curb 200 LF





210C000 Muck Excavation 587 CUYD

210D000 Borrow Excavation 626 CUYD

210E001 Borrow Excavation (Underwater Embankment) 294 CUYD

214A000 Structure Excavation 1,607 CUYD


215B000 Cofferdams Or Sheeting And Shoring, Box Culvert (1) LS






220 Ton


354 Ton


50 Ton


198 Ton



524A011 Culvert Concrete (Cast In Place) 339 CUYD



533A348 18" Storm Sewer Pipe (Class 3 R.C.) (Extension) 5 LF







614B000 Reinforced Slope Paving 63 CUYD







621C049 Inlets, Type S1 Or S3 (2 Wing) (Modified) 1 Each


623A003 Concrete Gutter (4' 0" Wide) 29 LF




654A001 Solid Sodding (Bermuda) 841 SQYD



665C010 Temporary Pipe 100 LF


665G000 Sand Bags 1,200 Each





665Q002 Wattle 1,000 LF









705A011 Pavement Markers, Class C, Type 1-A 278 Each

705A023 Pavement Markers, Class C, Type 2-D 139 Each


726A000 Portable Concrete Safety Barriers, Type 6 240 LF






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