ALABAMA Department of Transportation
www.dot.state.al.us
Notice to Contractors Transportation Letting
10:00 am
Alabama Department of Transportation 1409 Coliseum Boulevard, Room E-108
Montgomery Alabama 36110
Plans and Proposals telephone: 334.242.6444
e-mail: [email protected]: 334.264.7976 cell: 334.322.1754 cell: 334.850.5328
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 January 30, 2015 and at that time publicly opened for constructing the followingprojects 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
ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD
MONTGOMERY ALABAMA 36110-2060
2015 SPECIAL AND STANDARD HIGHWAY DRAWINGS The Alabama Department of Transportation is using the 2015 Edition of the Special and Standard Highway Drawings Book for projects let during Calendar Year 2015. This book is published in two volumes. Volume I contains U.S. Customary (English) Units and Volume II contains Metric Units of measurement. Printed volumes may be purchased separately at the cost of $125.00 each which includes standard ground shipment via UPS. A compact disk (CD) is available for $25.00. The CD contains both English and Metric Drawings. If you prefer that the books be sent overnight by another carrier you should provide your account number below. The books are also available on our website at www.dot.state.al.us. Look for the Project Letting link. Please complete the request form below and mail it, along with a check or money order made payable to “Alabama Department of Transportation” to:
Alabama Department of Transportation Bureau of Office Engineer, Plans & Proposal Section
1409 Coliseum Boulevard – Room E-108 Montgomery Alabama 36110-2060
Company Name: _________________________________________________________________________________ Shipping Address: _______________________________________________________________________________ _______________________________________________________________________________ Quanity: _______x $125.00 per U.S. Book == $_______________ _______x $125.00 per Metric Book == $_______________ _______x $25.00 per Compact Disk == $_______________ Total: $_______________ Delivery Options (Select One) _______Standard UPS Ground _______Overnight, Provide Shipping Acct Number: ________________________ _______Pick up
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.
$7.00$5.00$7.00$5.00
$10.00$5.00$22.00$5.00$23.00$5.00$14.00
001 . IM-I059(362), TUSCALOOSA006 . ACAA59463-ATRP(003), JEFFERSON008 . ACAA59598-ATRP(005), ELMORE010 . ACAA61187-ATRP(003), MOBILE011 . ACAA61188-ATRP(005), MOBILE017 . ACBRZ58445-ATRP(001), RUSSELL$5.00
$17.00 020 . ACBRZ58641-ATRP(003), ETOWAH$5.00$7.00 022 . ACBR59641-ATRP(010), FRANKLIN$5.00
$18.00 026 . ACBRZ59676-ATRP(009), MORGAN$5.00$23.00$5.00
$3.00$5.00$15.00$5.00
$3.00$5.00$5.00$5.00$4.00$5.00$5.00$5.00$4.00$5.00$2.00$5.00
$33.00$5.00$5.00$5.00$9.00$5.00
$21.00$5.00$7.00$5.00$6.00$5.00$7.00$5.00$3.00$5.00$3.00$5.00$3.00$5.00$6.00$5.00$4.00$5.00
$11.00$5.00$8.00$5.00$9.00$5.00
$59.00$5.00$3.00$5.00$5.00
029 . ACNU59343-ATRP(004), MONROE031 . ACNU61036-ATRP(005), AUTAUGA032 . ACNU61163-ATRP(001), BALDWIN033 . ACNU61336-ATRP(008), CHOCTAW034 . ACNU61339-ATRP(002), CHOCTAW035 . ACNU61361-ATRP(009), CLARKE036 . ACNU62248-ATRP(010), ST. CLAIR040 . ACOA59645-ATRP(001), FRANKLIN055 . IM-HSIP-I085(344), LEE056 . IMF-I065(447), SHELBY061 . NH-0013(593), FAYETTE062 . NH-0042(527), BALDWIN064 . SRTS-SR12(913), JEFFERSON065 . STPAA-0017(563), PICKENS068 . STPAA-0079(514), JACKSON069 . STPAA-0177(501), CLARKE070 . STPOA-0204(514), CALHOUN071 . STPAA-HSIP-0003(582), BUTLER072 . STPAA-HSIP-0009(557), CALHOUN073 . STPAA-HSIP-0025(541), CHEROKEE075 . STPAA-HSIP-0106(507), BUTLER076 . STPAA-HSIP-0122(503), COFFEE077 . STPAA-HSIP-0144(501), ST. CLAIR078 . STPAA-HSIP-0289(500), PERRY079 . STPAA-STPBH-737 (600), JEFFERSON085 . STPNU-5714(251), RUSSELL088 . STPAA-0079(512), BLOUNT$5.00
January 30, 2015
$4.00$5.00$6.00$5.00
$12.00$5.00$21.00$5.00$10.00
January 30, 2015089 . STPOA-2813(252), ETOWAH090 . STPOA-3514(252), HOUSTON093 . ST-002-180-007, BALDWIN095 . ST-067-999-005, WINSTON098 . 99-309-022-287-501, BALDWIN$5.00
THE PROJECT (S) BELOW HAVE BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BY QUALIFIED SBECONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT AND ALDOT OFFICE ENGINEER.
$15.00 200 . STPAA-NR13(941), COLBERT$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:
$125.00$125.00$25.00
_____ 201 STANDARD HIGHWAY DRAWINGS_____ 201 METRIC STANDARD HIGHWAY DRAWINGS_____ 201 STANDARD HIGHWAY DRAWING US AND METRIC (CD)_____ 2012 STANDARD SPECIFICATIONS BOOK_____ CURRENT QUALIFIED CONTRACTORS LIST_____ CURRENT BRIDGE POSTING MAP & CHART
$20.00$5.00$2.00
20150130001Contract ID:January 30, 2015Letting Date:
Projects:Counties: TUSCALOOSA
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing and Traffic Stripe on I-59 from the junction of theCR-1900 (Joe Mallisham Parkway) overpass to the junction of the I-359 overpass (Exit 71) inTuscaloosa. Length 2.550 mi.
60 Working Days
The Bracket Estimate on this project is from $1,737,172 to $2,123,210 .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:
$7.00
001IM-I059(362)
Item No. Description Quantity Units305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 300 Ton
405A000 Tack Coat 6,554 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408B000 Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 39,314 SQYD
408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 91,843 SQYD
410H000 Material Remixing Device 1 Each
423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 8,312 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
2,318 Ton
424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range E
834 Ton
424B287 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range E
250 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
250 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
250 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 49,872 LF
534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 990 LF
600A000 Mobilization (1) LS
665J002 Silt Fence 1,500 LF
665O001 Silt Fence Removal 1,500 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 97,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,843 LF
701C002 Broken Temporary Traffic Stripe (Paint) 13 Mile
701C003 Solid Temporary Traffic Stripe (Paint) 12 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 3,174 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,758 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,753 LF
701H002 Solid Traffic Stripe Removed (Tape) 3,516 LF
701H007 Broken Traffic Stripe Removed (Tape) 1,587 LF
703A002 Traffic Control Markings, Class 2, Type A 1,011 SQFT
705A031 Pavement Markers, Class A-H, Type 1-A 652 Each
705A032 Pavement Markers, Class A-H, Type 1-B 40 Each
Item No. Description Quantity UnitsIM-I059(362) Page: 2
740B000 Construction Signs 1,276 SQFT
740C000 Special Construction Signs 54 SQFT
740D000 Channelizing Drums 250 Each
740I002 Warning Lights, Type B 2 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 5 Each
( ) Item will be bid as lump sum.
20150130006Contract ID:January 30, 2015Letting Date:
Projects:Counties: JEFFERSON
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-65-1 (B.Y. Williams Sr Drive) fromthe intersection of Woodward Road to the Midfield City Limits. Length 0.674 mi.
30 Working Days
The Bracket Estimate on this project is from $279,415 to $341,507 .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:
$7.00
006ACAA59463-ATRP(003)
Item No. Description Quantity Units209A000 Mailbox Reset, Single 1 Each
210A000 Unclassified Excavation 500 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 500 CUYD
405A000 Tack Coat 451 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 15,009 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
1,238 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
100 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 200 SQYD
650A000 Topsoil 45 CUYD
654A001 Solid Sodding (Bermuda) 270 SQYD
665G000 Sand Bags 200 Each
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
665Q002 Wattle 300 LF
674A000 Construction Safety Fence 1,000 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 15,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 643 LF
701C001 Solid Temporary Traffic Stripe 3 Mile
701E010 Broken Temporary Traffic Stripe 2,234 LF
701G242 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 2,234 LF
703A002 Traffic Control Markings, Class 2, Type A 1,946 SQFT
703B002 Traffic Control Legends, Class 2, Type A 163 SQFT
703D001 Temporary Traffic Control Markings 1,946 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 68 Each
705A031 Pavement Markers, Class A-H, Type 1-A 14 Each
705A032 Pavement Markers, Class A-H, Type 1-B 90 Each
705A037 Pavement Markers, Class A-H, Type 2-D 83 Each
705A038 Pavement Markers, Class A-H, Type 2-E 175 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
43 SQFT
Item No. Description Quantity UnitsACAA59463-ATRP(003) Page: 2
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 70 LF
710C000 Removal Of Existing Roadway Signs (1) LS
730H001 Loop Wire 2,416 LF
730I001 Loop Detector Lead-In-Cable 670 LF
740B000 Construction Signs 712 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20150130008Contract ID:
January 30, 2015Letting Date:
Projects:
Counties: ELMOREDBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe at Various Locations as indicated in theplans. Length 19.478 mi.
80 Working Days
The Bracket Estimate on this project is from $3,826,197 to $4,676,463 .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:
$10.00
008ACAA59598-ATRP(005)ACAA59599-ATRP(013)ACAA59600-ATRP(013)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 531 SQYD
206D001 Removing Guardrail 390 LF
206D003 Removing Curb And Gutter 45 LF
206E008 Removing Guardrail End Anchor (All Type) 4 Each
305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 121 Ton
401B108 Bituminous Treatment G (With Polymer Additive) 132,892 SQYD
405A000 Tack Coat 26,021 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 20 Mile
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 1,088 SQYD
410H000 Material Remixing Device 1 Each
424A336 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate SizeMix, ESAL Range A/B
13,529 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range A/B
300 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
5,346 Ton
424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range A/B
8,316 Ton
424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" Maximum AggregateSize mix, ESAL Range A/B
15,011 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,533 Ton
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 1,303 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 13 LF
630A004 Steel Beam Guardrail, Class B, Type 2 390 LF
630C001 Guardrail End Anchor, Type 8 1 Each
630C022 Guardrail End Anchor, Type Special 7 Each
630C050 Guardrail End Anchor, Type 20 Series 7 Each
650A000 Topsoil 350 CUYD
652A100 Seeding 21 Acre
654A001 Solid Sodding (Bermuda) 1,399 SQYD
656A010 Mulching 21 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 199,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 40 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 26 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 13 Mile
Item No. Description Quantity UnitsACAA59598-ATRP(005) Page: 2
701B205 Dotted, Class 2, Type A, Traffic Stripe 100 LF
701C000 Broken Temporary Traffic Stripe 38 Mile
701C001 Solid Temporary Traffic Stripe 76 Mile
703A002 Traffic Control Markings, Class 2, Type A 2,710 SQFT
703B002 Traffic Control Legends, Class 2, Type A 23 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 568 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,934 Each
740B000 Construction Signs 935 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130010Contract ID:January 30, 2015Letting Date:
Projects:Counties: MOBILE
DBE Goal Percent: 10.00Contract Time:
Description: for constructing the Widening, Drainage Improvements, Resurfacing, and Traffic Stripe onDawes Road from the intersection of Grand Bay - Wilmer Road to the junction of Three NotchRoad. Length 4.765 mi.
110 Working Days
The Bracket Estimate on this project is from $1,924,601 to $2,352,291 .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:
$22.00
010ACAA61187-ATRP(003)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately 11
Acres)(1) LS
206C002 Removing Concrete Slope Paving 21 SQYD
206C010 Removing Concrete Driveway 89 SQYD
206D000 Removing Pipe 81 LF
206D001 Removing Guardrail 356 LF
206E000 Removing Headwalls 18 Each
206E008 Removing Guardrail End Anchor (All Type) 8 Each
210A000 Unclassified Excavation 8,654 CUYD
210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 14,546 CUYD
214A000 Structure Excavation 79 CUYD
214B001 Foundation Backfill, Commercial 52 CUYD
243A034 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2 495 SQYD
405A000 Tack Coat 7,960 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 62,800 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
6,635 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
3,321 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
1,875 Ton
430B000 Aggregate Surfacing (ALDOT #467 Or #57) 500 Ton
530A100 15" Roadway Pipe (Class 3 R.C.) (Extension) 32 LF
530A101 18" Roadway Pipe (Class 3 R.C.) (Extension) 67 LF
530A102 24" Roadway Pipe (Class 3 R.C.) (Extension) 40 LF
530B014 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.) (Extension) 22 LF
533A000 15" Storm Sewer Pipe (P.C.) 16 LF
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 2,128 Ton
610D003 Filter Blanket, Geotextile 2,372 SQYD
619A001 15" Roadway Pipe End Treatment, Class 1 6 Each
619A002 18" Roadway Pipe End Treatment, Class 1 8 Each
619A003 24" Roadway Pipe End Treatment, Class 1 4 Each
619B068 36" Span, 23" Rise Roadway Pipe End Treatment, Class 2 2 Each
620A000 Minor Structure Concrete 4 CUYD
Item No. Description Quantity UnitsACAA61187-ATRP(003) Page: 2
621A019 Junction Boxes, Type 1 Or 2P 1 Each
623B120 Concrete Curb, (Type Special) 23 LF
629D001 Bridge Guardrail Retrofit, Type C 8 Each
630A001 Steel Beam Guardrail, Class A, Type 2 39 LF
630C003 Guardrail End Anchor, Type 13 8 Each
631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 1,596 LF
631G015 Guardrail End Anchor, Type 20 Series Relocated 12 Each
650A000 Topsoil 4,879 CUYD
652A100 Seeding 9 Acre
652C000 Mowing 18 Acre
654A003 Solid Sodding (Centipede) 66 SQYD
656A010 Mulching 9 Acre
665A000 Temporary Seeding 9 Acre
665B001 Temporary Mulching 18 Ton
665I000 Temporary Riprap, Class 2 120 Ton
665J002 Silt Fence 49,660 LF
665O001 Silt Fence Removal 49,660 LF
665Q002 Wattle 1,040 LF
666A001 Pest Control Treatment 9 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ $103,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701C000 Broken Temporary Traffic Stripe 6 Mile
701C001 Solid Temporary Traffic Stripe 31 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 336 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 336 LF
701H001 Solid Traffic Stripe Removed (Plastic) 672 LF
703A002 Traffic Control Markings, Class 2, Type A 310 SQFT
703D001 Temporary Traffic Control Markings 158 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 155 Each
705A037 Pavement Markers, Class A-H, Type 2-D 473 Each
705A038 Pavement Markers, Class A-H, Type 2-E 67 Each
740B000 Construction Signs 905 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130011Contract ID:January 30, 2015Letting Date:
Projects:Counties: MOBILE
DBE Goal Percent: 10.00Contract Time:
Description: for constructing the Widening, Drainage Improvements, Resurfacing, Guardrail Installation,and Traffic Stripe on CR-70 (Tanner Williams Road) from the junction of CR-5 (Wilmer RoadNorth) to a point 1200 feet west of the junction of Eliza Jordan Road North. Length 4.795 mi.
105 Working Days
The Bracket Estimate on this project is from $2,580,110 to $3,152,801 .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:
$23.00
011ACAA61188-ATRP(005)
Item No. Description Quantity Units201B001 Selective Clearing 2 Acre
206C001 Removing Concrete Pavement 162 SQYD
206C010 Removing Concrete Driveway 221 SQYD
206D000 Removing Pipe 695 LF
206D001 Removing Guardrail 10,408 LF
206D003 Removing Curb And Gutter 40 LF
206E000 Removing Headwalls 14 Each
206E001 Removing Inlets 2 Each
206E008 Removing Guardrail End Anchor (All Type) 6 Each
206E061 Removing Tree (8 - 18 Inch) 2 Each
206E062 Removing Tree (19 - 36 Inch) 1 Each
210A000 Unclassified Excavation 500 CUYD
210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 8,500 CUYD
214A000 Structure Excavation 339 CUYD
214B001 Foundation Backfill, Commercial 164 CUYD
301A008 Crushed Aggregate Base Course, Type B, Plant Mixed, 5" Compacted Thickness 8,300 SQYD
405A000 Tack Coat 9,200 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 3,000 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
8,000 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
700 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
6,300 Ton
424B689 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" Maximum AggregateSize Mix, ESAL Range C/D
2,950 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
1,200 Ton
430B003 Aggregate Surfacing (ALDOT #57) 200 Ton
530A002 24" Roadway Pipe (Class 3 R.C.) 48 LF
530A102 24" Roadway Pipe (Class 3 R.C.) (Extension) 40 LF
530B001 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.) 40 LF
530B005 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.) 101 LF
533A097 15" Storm Sewer Pipe (Class 3 R.C.) 154 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 24 LF
Item No. Description Quantity UnitsACAA61188-ATRP(005) Page: 2
533A099 24" Storm Sewer Pipe (Class 3 R.C.) 40 LF
533A101 36" Storm Sewer Pipe (Class 3 R.C.) 24 LF
533B098 22" Span, 14" Rise Storm Sewer Pipe (Class 3 R.C.) 16 LF
533B099 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.) 16 LF
533B102 51" Span, 31" Rise Storm Sewer Pipe (Class 3 R.C.) 24 LF
535A078 15" Side Drain Pipe (Class 3 R.C.) 228 LF
535A080 18" Side Drain Pipe (Class 3 R.C.) 100 LF
535B090 18" Span, 11" Rise Side Drain Pipe (Class 3 R.C.) 56 LF
535B091 29" Span, 18" Rise Side Drain Pipe (Class 3 R.C.) 64 LF
535B304 44" Span, 27" Rise Side Drain Pipe (Class 3 R.C.)(Extension) 36 LF
600A000 Mobilization (1) LS
605B002 Special Underdrain Outlet, Type C 2 Each
606A016 4" Underdrain Pipe 620 LF
610A015 Loose Riprap,Class 2 (Remove & Relocate) 175 SQYD
610C000 Loose Riprap, Class 1 100 Ton
610C001 Loose Riprap, Class 2 200 Ton
610C002 Loose Riprap, Class 3 40 Ton
610D003 Filter Blanket, Geotextile 2,305 SQYD
614A000 Slope Paving 1 CUYD
618B001 Concrete Driveway, 5" Thick 150 SQYD
619A003 24" Roadway Pipe End Treatment, Class 1 3 Each
619A055 36" Roadway Pipe End Treatment, Class 2 1 Each
619A100 15" Side Drain Pipe End Treatment, Class 1 13 Each
619A101 18" Side Drain Pipe End Treatment, Class 1 6 Each
619A102 24" Side Drain Pipe End Treatment, Class 1 2 Each
619A104 36" Side Drain Pipe End Treatment, Class 1 1 Each
619A202 24" Roadway Pipe End Treatment, Class 1 (Double Line) 1 Each
619B115 18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1 4 Each
619B116 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 1 Each
619B117 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 3 Each
619B119 44" Span, 27" Rise Side Drain Pipe End Treatment, Class 1 1 Each
619B270 51" Span, 31" Rise Roadway Pipe End Treatment, Class 1 (Double Line) 2 Each
620A000 Minor Structure Concrete 3 CUYD
621A022 Junction Boxes, Type 1 (Modified) 5 Each
621A031 Junction Boxes, Type 1 (Special) 1 Each
621C030 Inlets, Type "Special" 2 Each
630A020 Steel Beam Guardrail, Class B, Type 2 (Rail Element Only) 238 LF
630A035 Steel Beam Guardrail,Class A Type 2(7'-6" Post) 9,738 LF
630C050 Guardrail End Anchor, Type 20 Series 10 Each
630C055 Guardrail End Anchor, Type 2A (Retrofit) 2 Each
631B001 New Wood Posts Set 32 Each
631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 4,843 LF
631G008 Guardrail End Anchor, Type 8 Relocated 4 Each
631G015 Guardrail End Anchor, Type 20 Series Relocated 2 Each
650A000 Topsoil 8,000 CUYD
652A100 Seeding 6 Acre
Item No. Description Quantity UnitsACAA61188-ATRP(005) Page: 3
652C000 Mowing 12 Acre
654A001 Solid Sodding (Bermuda) 2,001 SQYD
656A010 Mulching 6 Acre
659C001 Erosion Control Product, Type S3 110 SQYD
665A000 Temporary Seeding 6 Acre
665B001 Temporary Mulching 12 Ton
665E000 Polyethylene 10,000 SQYD
665F000 Hay Bales 300 Each
665I000 Temporary Riprap, Class 2 100 Ton
665I002 Temporary Riprap, Class 1 60 Ton
665J002 Silt Fence 21,355 LF
665O001 Silt Fence Removal 21,355 LF
665P005 Inlet Protection, Stage 3 Or 4 3 Each
665Q002 Wattle 3,640 LF
666A001 Pest Control Treatment 12 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 133,100.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 262 LF
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 30 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 475 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 475 LF
701H000 Solid Traffic Stripe Removed (Paint) 950 LF
703A002 Traffic Control Markings, Class 2, Type A 725 SQFT
703D001 Temporary Traffic Control Markings 300 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 46 Each
705A031 Pavement Markers, Class A-H, Type 1-A 44 Each
705A032 Pavement Markers, Class A-H, Type 1-B 83 Each
705A037 Pavement Markers, Class A-H, Type 2-D 572 Each
740B000 Construction Signs 1,000 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 200 Each
740F002 Barricades, Type III 2 Each
740I002 Warning Lights, Type B 2 Each
740M001 Ballast For Cone 200 Each
740O000 Pilot Car 1 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150130017Contract ID:January 30, 2015Letting Date:
Projects:Counties: RUSSELL
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Bridge Replacement with Pedestrian Walkway and Approaches on 10thAvenue over Holland Creek in Phenix City. Length 0.145 mi.
120 Working Days
The Bracket Estimate on this project is from $746,989 to $912,986 .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
017ACBRZ58445-ATRP(001)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 1
Acre)(1) LS
206A000 Removal Of Old Bridge, Station 2+11.00 (1) LS
206D000 Removing Pipe 69 LF
206D003 Removing Curb And Gutter 574 LF
206E000 Removing Headwalls 1 Each
206E001 Removing Inlets 3 Each
210A000 Unclassified Excavation 1,302 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 500 CUYD
301A008 Crushed Aggregate Base Course, Type B, Plant Mixed, 5" Compacted Thickness 1,561 SQYD
305A057 Crushed Aggregate, Section 825, For Miscellaneous Use 308 CUYD
401A000 Bituminous Treatment A 1,561 SQYD
405A000 Tack Coat 292 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
95 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B
155 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
50 Ton
424B666 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B
181 Ton
502A000 Steel Reinforcement 1,936 LB
502A001 Steel Reinforcement (Grade 60) 4,096 LB
505G003 Pile Points (Type A, 12") 14 Each
505H000 Pilot Holes 387 LF
505M002 Steel Piling Furnished And Driven (HP 12x53) 1,218 LF
505M004 Steel Piling Furnished And Driven (HP 14x73) 10 LF
507A002 Wire Rope Abutment Anchor Assembly (Modified) 2 Each
508A000 Structural Steel 2,782 LB
510A000 Bridge Substructure Concrete, Class A 42 CUYD
511A000 Elastomeric Bearing Type 1 60 Each
512B014 Precast Concrete Intermediate Bent Caps, 2' Wide By 1'-9 1/16" Deep By 45'-8 1/2" Long(30^ Skew)(Modified)(Split)
3 Each
512C018 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-113/4" Long (30^Skew)
24 Each
512C026 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long (30^Skew)
16 Each
512D026 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long (30^ Skew) 4 Each
512D032 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long (30^ Skew) 4 Each
Item No. Description Quantity UnitsACBRZ58445-ATRP(001) Page: 2
512G000 Precast Concrete Abutment Wing Cap Panels 2 Each
512G005 Precast Concrete Abutment Wing Cap Panels (Modified) 2 Each
530A001 18" Roadway Pipe (Class 3 R.C.) 56 LF
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 11 Ton
610D003 Filter Blanket, Geotextile 315 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 18 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 1 Each
620A000 Minor Structure Concrete 10 CUYD
621C001 Inlets, Type B 1 Each
621C031 Inlets, Type S3 (1 Wing) 2 Each
621D020 Inlet Units, Type S3 4 Each
623C000 Combination Curb & Gutter, Type C 429 LF
634E000 Industrial Fence, 6 Feet High, Special Mounting 174 LF
645A512 10 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 118 LF
645A548 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 407 LF
645A550 10 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 128 LF
645C500 Ductile Iron Fittings 355 LB
645E524 6 Inch P.V.C. Stacks And Laterals 62 LF
645F510 8 Inch Abandon Existing Sanitary Sewer 235 LF
645H510 48 Inch Manhole 3 Each
645I500 48 Inch Manhole Unit 12 Each
645M500 Connection To Existing Manhole 3 Each
650A000 Topsoil 200 CUYD
652A100 Seeding 1 Acre
654A001 Solid Sodding (Bermuda) 634 SQYD
656A010 Mulching 1 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665J002 Silt Fence 394 LF
665O001 Silt Fence Removal 394 LF
665P005 Inlet Protection, Stage 3 Or 4 7 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 42,000.00) (1) LS
701G152 Solid Yellow, Class W, Type A Traffic Stripe 320 LF
703A002 Traffic Control Markings, Class 2, Type A 45 SQFT
705A037 Pavement Markers, Class A-H, Type 2-D 5 Each
740B000 Construction Signs 223 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20150130020Contract ID:January 30, 2015Letting Date:
Projects:Counties: ETOWAH
DBE Goal Percent: 7.00Contract Time:
Description: for constructing the Bridge Replacement and Approaches (Grade, Drain, Base, Pave andBridge) on Wesson Gap Road over Big Wills Creek north of Attalla. Length 0.191 mi.
200 Working Days
The Bracket Estimate on this project is from $2,015,920 to $2,463,903 .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:
$17.00
020ACBRZ58641-ATRP(003)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 PER
ACRE)(APPROXIMATELY 1 ACRE)(1) LS
206A000 Removal Of Old Bridge, Station 4+21 (1) LS
206D011 Removing Fence 500 LF
209A000 Mailbox Reset, Single 3 Each
210A000 Unclassified Excavation 6,237 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 4,302 CUYD
215A000 Unclassified Bridge Excavation 540 CUYD
215B000 Cofferdams Or Sheeting And Shoring, Station 3+60.75 (1) LS
230A000 Roadbed Processing 10 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 2,428 SQYD
401A000 Bituminous Treatment A 1,767 SQYD
405A000 Tack Coat 50 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
147 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B
310 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 100 Ton
450B000 Reinforced Cement Concrete Bridge End Slab 106 SQYD
502A000 Steel Reinforcement 50,100 LB
502B000 Steel Reinforcement For Bridge Superstructure, Station 3+60.75, Approximately 72,200Lbs.
(1) LS
505G003 Pile Points (Type A, 12") 56 Each
505H000 Pilot Holes 828 LF
505M002 Steel Piling Furnished And Driven (HP 12x53) 1,490 LF
508A000 Structural Steel 4,200 LB
510A000 Bridge Substructure Concrete, Class A 315 CUYD
510C051 Bridge Concrete Superstructure, Station 3+65.75, Approximately 208 Cubic Yards (1) LS
510E000 Grooving Concrete Bridge Decks 620 SQYD
511A051 Elastomeric Bearing Type 2 (Mark B2) 16 Each
513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 390 LF
516F000 Prefabricated Truss Span Span No. 2, Sta. 4+11.83, BIN 018841(Specialty Item) (1) LS
535A001 18" Side Drain Pipe 66 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 8 Each
610C001 Loose Riprap, Class 2 2,301 Ton
Item No. Description Quantity UnitsACBRZ58641-ATRP(003) Page: 2
610D003 Filter Blanket, Geotextile 1,796 SQYD
619A101 18" Side Drain Pipe End Treatment, Class 1 2 Each
630A001 Steel Beam Guardrail, Class A, Type 2 290 LF
630C001 Guardrail End Anchor, Type 8 2 Each
630C003 Guardrail End Anchor, Type 13 4 Each
630C070 Guardrail End Anchor, Type 10 Series 2 Each
635A001 Woven Wire Fence (Metal Posts) 675 LF
637A000 Fence Reset 12 LF
650A000 Topsoil 463 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
659C000 Erosion Control Product, Type S4 100 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 2 Ton
665C010 Temporary Pipe 80 LF
665E000 Polyethylene 100 SQYD
665F000 Hay Bales 100 Each
665H005 Flow Baffle 160 LF
665I000 Temporary Riprap, Class 2 100 Ton
665I002 Temporary Riprap, Class 1 400 Ton
665J002 Silt Fence 1,165 LF
665L000 Floating Basin Boom 225 LF
665N001 Temporary Coarse Aggregate,ALDOT Number 4 40 Ton
665O001 Silt Fence Removal 1,165 LF
665X000 Basin Dewatering Device 2 Each
666A001 Pest Control Treatment 1 Acre
672C102 Flocculant Application, Sedimentation Basin . 2 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 100,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 1 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 1 Mile
701G144 Solid White, Class W, Type A Traffic Stripe 465 LF
701G152 Solid Yellow, Class W, Type A Traffic Stripe 465 LF
705A037 Pavement Markers, Class A-H, Type 2-D 25 Each
740B000 Construction Signs 134 SQFT
740F002 Barricades, Type III 12 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20150130022Contract ID:January 30, 2015Letting Date:
Projects:Counties: FRANKLIN
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Bridge Replacement on CR-22 over Mack Branch. Length 0.062 mi.
90 Working Days
The Bracket Estimate on this project is from $389,369 to $475,896 .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:
$7.00
022ACBR59641-ATRP(010)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ $4000.00) (Approximately 1 Acre) (1) LS
206A000 Removal Of Old Bridge, Station 23+43.19 (1) LS
210A000 Unclassified Excavation 42 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 875 CUYD
214A000 Structure Excavation 1,608 CUYD
214B001 Foundation Backfill, Commercial 242 CUYD
230A000 Roadbed Processing 3 RBST
301A004 Crushed Aggregate Base Course, Type B, Plant Mixed, 4" Compacted Thickness 655 SQYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 35 Ton
401B103 Bituminous Treatment J (With Polymer Additive) 655 SQYD
502A000 Steel Reinforcement 54,235 LB
524A010 Culvert Concrete 388 CUYD
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 167 Ton
610D003 Filter Blanket, Geotextile 134 SQYD
630A032 Steel Beam Guardrail, Class A, Type 1 (8'-0" Post) 459 LF
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 100 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
659C002 Erosion Control Product, Type S2 557 SQYD
665F000 Hay Bales 24 Each
665I000 Temporary Riprap, Class 2 2 Ton
665J002 Silt Fence 457 LF
665O001 Silt Fence Removal 457 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 16,000.00) (1) LS
701G009 Solid White, Class 1, Type A Traffic Stripe 590 LF
701G027 Solid Yellow, Class 1, Type A Traffic Stripe 590 LF
740B000 Construction Signs 60 SQFT
740F002 Barricades, Type III 6 Each
740I002 Warning Lights, Type B 3 Each
( ) Item will be bid as lump sum.
20150130026Contract ID:January 30, 2015Letting Date:
Projects:Counties: MORGAN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Bridge Replacement and Approaches on CR-125 (Kirby Bridge Road)over West Fork of Flint Creek. Length 0.302 mi.
180 Working Days
The Bracket Estimate on this project is from $2,405,091 to $2,939,556 .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:
$18.00
026ACBRZ59676-ATRP(009)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately 4
Acres)(1) LS
206A000 Removal Of Old Bridge, Station 74+59 (1) LS
206D000 Removing Pipe 44 LF
206E000 Removing Headwalls 4 Each
210A000 Unclassified Excavation 1,425 CUYD
210D011 Borrow Excavation (A4 Or Better) 11,208 CUYD
230A000 Roadbed Processing 12 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 5,334 SQYD
401A000 Bituminous Treatment A 3,334 SQYD
405A000 Tack Coat 160 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
268 Ton
424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
520 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B
100 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 816 Ton
430B046 Aggregate Surfacing (Aldot #2) 250 Ton
450B000 Reinforced Cement Concrete Bridge End Slab 107 SQYD
502A001 Steel Reinforcement (Grade 60) 104,005 LB
502B000 Steel Reinforcement For Bridge Superstructure, Station 74+59, App 125,896 Lbs (1) LS
505G003 Pile Points (Type A, 12") 26 Each
505G004 Pile Points (Type A, 14") 30 Each
505M002 Steel Piling Furnished And Driven (HP 12x53) 1,843 LF
505M012 Steel Piling Furnished And Driven (HP 14 x 89) 1,875 LF
506A008 Drilled Shaft Excavation, 4'-0" Diameter 297 LF
506B003 Special Drilled Shaft Excavation, 4'-0" Diameter 54 LF
506C042 Drilled Shaft Construction, 4'-0" Diameter, Class DS1 Concrete 351 LF
506F008 Permanent Drilled Shaft Casing, 4'-0" Diameter 297 LF
506G002 Crosshole Sonic Logging, 4'-0" Diameter 6 Each
508A000 Structural Steel 15,737 LB
510A000 Bridge Substructure Concrete, Class A (f'c = 3000 psi) 377 CUYD
510C051 Bridge Concrete Superstructure, Station 74+59, App 509 CY (1) LS
510E000 Grooving Concrete Bridge Decks 1,600 SQYD
511A050 Elastomeric Bearing Type 2 (Mark B1) 84 Each
Item No. Description Quantity UnitsACBRZ59676-ATRP(009) Page: 2
511A053 Elastomeric Bearing Type 2 (Mark B4) 12 Each
513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 1,638 LF
513B019 Pretensioned-Prestressed Concrete Girders, Type BT-63 (Specialty Item) 716 LF
535A001 18" Side Drain Pipe 40 LF
535A003 30" Side Drain Pipe 84 LF
600A000 Mobilization (1) LS
610C000 Loose Riprap, Class 1 644 Ton
610C001 Loose Riprap, Class 2 1,749 Ton
610D003 Filter Blanket, Geotextile 1,301 SQYD
619A101 18" Side Drain Pipe End Treatment, Class 1 2 Each
619A103 30" Side Drain Pipe End Treatment, Class 1 4 Each
630A001 Steel Beam Guardrail, Class A, Type 2 50 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 1,778 CUYD
652A100 Seeding 4 Acre
656A010 Mulching 4 Acre
659C002 Erosion Control Product, Type S2 4,310 SQYD
665A000 Temporary Seeding 4 Acre
665B001 Temporary Mulching 12 Ton
665F000 Hay Bales 50 Each
665J002 Silt Fence 2,550 LF
665O001 Silt Fence Removal 2,550 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 122,000.00) (1) LS
701E000 Solid Temporary Traffic Stripe 3,200 LF
701G144 Solid White, Class W, Type A Traffic Stripe 800 LF
701G152 Solid Yellow, Class W, Type A Traffic Stripe 800 LF
701G249 Solid White, Class 2, Type A Traffic Stripe 2,400 LF
701G263 Solid Yellow, Class 2, Type A Traffic Stripe 2,400 LF
705A037 Pavement Markers, Class A-H, Type 2-D 40 Each
740B000 Construction Signs 240 SQFT
740F002 Barricades, Type III 12 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20150130029Contract ID:
January 30, 2015Letting Date:
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
The Bracket Estimate on this project is from $1,070,840 to $1,308,805 .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:
$23.00
029ACNU59343-ATRP(004)ACNU59344-ATRP(004)
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 92 SQYD
206D000 Removing Pipe 200 LF
206D003 Removing Curb And Gutter 2,276 LF
206D004 Removing Railroad Tracks 145 LF
206D005 Removing Gutter 100 LF
206E001 Removing Inlets 3 Each
206E042 Removing Inlets (Partial) 2 Each
210A000 Unclassified Excavation 8,021 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 150 CUYD
214A000 Structure Excavation 747 CUYD
214B001 Foundation Backfill, Commercial 186 CUYD
230A000 Roadbed Processing 15 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 6,489 SQYD
401A000 Bituminous Treatment A 5,572 SQYD
405A000 Tack Coat 2,974 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 22,556 SQYD
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
3,837 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
872 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
100 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
200 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 200 Ton
530A000 15" Roadway Pipe (Class 3 R.C.) 134 LF
530A001 18" Roadway Pipe (Class 3 R.C.) 345 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 356 LF
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 540 SQYD
618A000 Concrete Sidewalk, 4" Thick 802 SQYD
621C015 Inlets, Type S1 Or S3 (1 Wing) 2 Each
621C017 Inlets, Type S1 Or S3 (2 Wing) 3 Each
621C109 Inlets, Type PD 3 Each
Item No. Description Quantity UnitsACNU59343-ATRP(004) Page: 2
621C134 Inlets, Type PD (Modified) 2 Each
621D015 Inlet Units, Type S1 Or S3 1 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
650A000 Topsoil 940 CUYD
652A100 Seeding 2 Acre
654A003 Solid Sodding (Centipede) 1,494 SQYD
656A010 Mulching 2 Acre
665G000 Sand Bags 225 Each
665J002 Silt Fence 1,649 LF
665O001 Silt Fence Removal 1,649 LF
665P005 Inlet Protection, Stage 3 Or 4 10 Each
665Q002 Wattle 360 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 60,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 900 LF
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 8 Mile
703A002 Traffic Control Markings, Class 2, Type A 3,250 SQFT
703B002 Traffic Control Legends, Class 2, Type A 314 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 55 Each
705A032 Pavement Markers, Class A-H, Type 1-B 15 Each
705A037 Pavement Markers, Class A-H, Type 2-D 443 Each
705A038 Pavement Markers, Class A-H, Type 2-E 10 Each
710A099 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Background)
7 SQFT
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
12 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
8 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 70 LF
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
730E000 Metal Traffic Signal Pole Foundation 4 Each
730F000 Metal Traffic Signal Pole With 37 FT MAST ARM ASSEMBLY 4 Each
730H001 Loop Wire 1,500 LF
730L005 2", Non-Metallic, Conduit 200 LF
730N010 Luminaire Extension Assembly, 12 FOOT 4 Each
730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 6 Each
730P023 Vehicular Signal Head, 12 Inch, 4 Section, Type LED 2 Each
730Q011 Pedestrian Signal Head, Type LED 2 Each
Item No. Description Quantity UnitsACNU59343-ATRP(004) Page: 3
730R022 Controller Assembly, Type III, 8 Phase 1 Each
730T000 Wood Pole 1 Each
730U015 Video Detection System (1) LS
740B000 Construction Signs 809 SQFT
740D000 Channelizing Drums 130 Each
740E000 Cones (36 Inches High) 100 Each
740F002 Barricades, Type III 12 Each
740I002 Warning Lights, Type B 6 Each
740M001 Ballast For Cone 100 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130031Contract ID:January 30, 2015Letting Date:
Projects:Counties: AUTAUGA
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Widening, Resurfacing, and Traffic Stripe on CR-57 from the intersectionof CR-40 to the Chilton County Line. Length 10.033 mi.
30 Working Days
The Bracket Estimate on this project is from $1,546,873 to $1,890,622 .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:
$3.00
031ACNU61036-ATRP(005)
Item No. Description Quantity Units405A000 Tack Coat 14,128 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 10 Mile
424A336 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate SizeMix, ESAL Range A/B
7,365 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
9,540 Ton
424B648 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range A/B
3,885 Ton
600A000 Mobilization (1) LS
665F000 Hay Bales 20 Each
665J002 Silt Fence 80 LF
665O001 Silt Fence Removal 80 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 86,620.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 20 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 9 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 8 Mile
701C000 Broken Temporary Traffic Stripe 16 Mile
701C001 Solid Temporary Traffic Stripe 38 Mile
701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 250 LF
703A004 Traffic Control Markings, Class 2T, Type A 572 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 285 Each
705A037 Pavement Markers, Class A-H, Type 2-D 815 Each
740B000 Construction Signs 303 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130032Contract ID:January 30, 2015Letting Date:
Projects:Counties: BALDWIN
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-2 (Gulf State Park Road Two) fromthe junction of SR-135 to the junction of SR-182 in Gulf Shores. Length 3.013 mi.
35 Working Days
The Bracket Estimate on this project is from $692,324 to $846,173 .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:
$15.00
032ACNU61163-ATRP(001)
Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 227 SQYD
206D002 Removing Curb 43 LF
210A000 Unclassified Excavation 18 CUYD
210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) 988 CUYD
405A000 Tack Coat 1,590 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 592 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
5,960 Ton
424B638 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2"Maximum AggregateSize Mix, ESAL Range A/B
200 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
200 Ton
424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range A/B
3 Ton
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 29 Ton
600A000 Mobilization (1) LS
610A004 Loose Riprap,Class 2,24" Thick 227 SQYD
610D003 Filter Blanket, Geotextile 227 SQYD
623B008 Concrete Curb,Type H 165 LF
629D000 Bridge Guardrail Retrofit, Type IC 4 Each
630A001 Steel Beam Guardrail, Class A, Type 2 300 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
637A000 Fence Reset 674 LF
650A000 Topsoil 655 CUYD
650B000 Topsoil From Stockpiles 148 CUYD
654A001 Solid Sodding (Bermuda) 7,230 SQYD
665J002 Silt Fence 1,332 LF
665L000 Floating Basin Boom 300 LF
665O001 Silt Fence Removal 1,332 LF
665Q002 Wattle 300 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 35,700.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 136 LF
Item No. Description Quantity UnitsACNU61163-ATRP(001) Page: 2
701C001 Solid Temporary Traffic Stripe 14 Mile
701F000 Dotted Temporary Traffic Stripe 136 LF
703A002 Traffic Control Markings, Class 2, Type A 340 SQFT
703B002 Traffic Control Legends, Class 2, Type A 48 SQFT
703D001 Temporary Traffic Control Markings 274 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 22 Each
705A037 Pavement Markers, Class A-H, Type 2-D 406 Each
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
56 SQFT
710B001 Roadway Sign Post (#3 "U" Channel Galvanized Steel) 112 LF
730H001 Loop Wire 568 LF
740B000 Construction Signs 149 SQFT
740E000 Cones (36 Inches High) 320 Each
740M001 Ballast For Cone 320 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130033Contract ID:January 30, 2015Letting Date:
Projects:Counties: CHOCTAW
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-32 from the junction of SR-10 inYantley to the junction of CR-45. Length 3.642 mi.
30 Working Days
The Bracket Estimate on this project is from $767,254 to $937,755 .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:
$3.00
033ACNU61336-ATRP(008)
Item No. Description Quantity Units401A006 Bituminous Treatment G 47,058 SQYD
405A000 Tack Coat 4,706 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
3,982 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
4,118 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range A/B
300 Ton
600A000 Mobilization (1) LS
650A000 Topsoil 1,070 CUYD
652A100 Seeding 3 Acre
656A010 Mulching 3 Acre
665F000 Hay Bales 120 Each
665J002 Silt Fence 600 LF
665O001 Silt Fence Removal 600 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 42,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 7 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 5 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 2 Mile
701C002 Broken Temporary Traffic Stripe (Paint) 2 Mile
701C003 Solid Temporary Traffic Stripe (Paint) 19 Mile
703A004 Traffic Control Markings, Class 2T, Type A 322 SQFT
703B004 Traffic Control Legends, Class 2T, Type A 136 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 80 Each
705A037 Pavement Markers, Class A-H, Type 2-D 300 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
25 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 48 LF
740B000 Construction Signs 250 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130034Contract ID:
January 30, 2015Letting Date:
Projects:
Counties: CHOCTAWDBE Goal Percent: 4.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-9 and CR-24 as indicated in theplans. Length 14.334 mi.
70 Working Days
The Bracket Estimate on this project is from $3,038,059 to $3,713,184 .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:
$5.00
034ACNU61339-ATRP(002)ACNU61340-ATRP(002)ACNU61341-ATRP(002)
Item No. Description Quantity Units401A006 Bituminous Treatment G 172,988 SQYD
405A000 Tack Coat 17,481 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
14,722 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
15,295 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range A/B
1,000 Ton
502A000 Steel Reinforcement 401 LB
524B011 Culvert Concrete Extension (Cast In Place) 6 CUYD
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 388 LF
630C022 Guardrail End Anchor, Type Special 4 Each
630C050 Guardrail End Anchor, Type 20 Series 22 Each
631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 163 LF
631G009 Guardrail End Anchor, Type 10 Series Relocated 1 Each
650A000 Topsoil 3,347 CUYD
652A100 Seeding 9 Acre
656A010 Mulching 9 Acre
665F000 Hay Bales 160 Each
665J002 Silt Fence 800 LF
665O001 Silt Fence Removal 800 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 170,100.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 29 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 23 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 6 Mile
701C002 Broken Temporary Traffic Stripe (Paint) 6 Mile
701C003 Solid Temporary Traffic Stripe (Paint) 81 Mile
703A004 Traffic Control Markings, Class 2T, Type A 442 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 160 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,040 Each
740B000 Construction Signs 322 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
Item No. Description Quantity UnitsACNU61339-ATRP(002) Page: 2
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130035Contract ID:January 30, 2015Letting Date:
Projects:Counties: CLARKE
DBE Goal Percent: 1.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-44 (Tallahatta Springs Road) fromthe junction of SR-69 to the Thomasville City Limits. 15.743 mi.
40 Working Days
The Bracket Estimate on this project is from $1,200,560 to $1,467,351 .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:
$4.00
035ACNU61361-ATRP(009)
Item No. Description Quantity Units405A000 Tack Coat 11,200 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 16 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
14,217 Ton
424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
250 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
500 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 65,000.00) (1) LS
701A077 Solid Yellow, Class 2T, Type A Traffic Stripe (5" Wide) 29 Mile
701A079 Broken Yellow, Class 2T, Type A Traffic Stripe (5" Wide) 3 Mile
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 29 Mile
703A004 Traffic Control Markings, Class 2T, Type A 132 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 250 Each
705A037 Pavement Markers, Class A-H, Type 2-D 2,000 Each
740B000 Construction Signs 321 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130036Contract ID:
January 30, 2015Letting Date:
Projects:
Counties: ST CLAIRDBE Goal Percent: 2.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-42 from the junction of SR-7(US-11) to the junction of Steele Gap Road and on CR-22 from the intersection of SR-53(US-231) to the intersection of CR-21. Length 14.572 mi.
60 Working Days
The Bracket Estimate on this project is from $2,802,372 to $3,425,122 .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:
$5.00
036ACNU62248-ATRP(010)ACNU62249-ATRP(012)
Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 170,724 SQYD
405A000 Tack Coat 12,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 16 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
15,085 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
15,740 Ton
430B014 Aggregate Surfacing (ALDOT #410 Modified) 3,725 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 149,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 30 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 17 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 10 Mile
701C000 Broken Temporary Traffic Stripe 28 Mile
701C001 Solid Temporary Traffic Stripe 53 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 250 LF
703A002 Traffic Control Markings, Class 2, Type A 1,171 SQFT
703D001 Temporary Traffic Control Markings 362 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 352 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,310 Each
740B000 Construction Signs 1,268 SQFT
740E000 Cones (36 Inches High) 100 Each
740M001 Ballast For Cone 100 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130040Contract ID:January 30, 2015Letting Date:
Projects:Counties: FRANKLIN
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on Madison Street from the intersection ofJackson Avenue to the intersection of SR-13 (US-43) in Russellville. 0.644 mi.
30 Working Days
The Bracket Estimate on this project is from $179,995 to $219,994 .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:
$4.00
040ACOA59645-ATRP(001)
Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 8,160 SQYD
405A000 Tack Coat 520 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 1,425 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
795 Ton
424B638 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2"Maximum AggregateSize Mix, ESAL Range A/B
150 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
150 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 170 Ton
600A000 Mobilization (1) LS
623A003 Concrete Gutter (4' 0" Wide) 171 LF
665J002 Silt Fence 200 LF
665O001 Silt Fence Removal 200 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 10,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 3 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 6 Mile
703A002 Traffic Control Markings, Class 2, Type A 506 SQFT
703B002 Traffic Control Legends, Class 2, Type A 137 SQFT
703D001 Temporary Traffic Control Markings 506 SQFT
705A037 Pavement Markers, Class A-H, Type 2-D 93 Each
730H001 Loop Wire 266 LF
740B000 Construction Signs 249 SQFT
740D000 Channelizing Drums 10 Each
740E000 Cones (36 Inches High) 40 Each
740M001 Ballast For Cone 40 Each
( ) Item will be bid as lump sum.
20150130055Contract ID:January 30, 2015Letting Date:
Projects:Counties: AND
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Median Barrier on I-85 from the Exit 50 Interchange (Cox Road) to theGeorgia State Line. Length 30.398 mi.
210 Working Days
The Bracket Estimate on this project is from $1,762,325 to $2,153,953 .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:
$2.00
055IM-HSIP-I085(344)
Item No. Description Quantity Units206D001 Removing Guardrail 4,988 LF
206E008 Removing Guardrail End Anchor (All Type) 48 Each
600A000 Mobilization (1) LS
624A000 Cable Guiderail 107,000 LF
624B000 Cable Guiderail Anchor 38 Each
629E015 Bridge Rail Retrofit, Type SC(CB) 2,320 LF
630A001 Steel Beam Guardrail, Class A, Type 2 4,588 LF
630C000 Guardrail End Anchor, Type 10 12 Each
630C001 Guardrail End Anchor, Type 8 12 Each
630C003 Guardrail End Anchor, Type 13 20 Each
630C050 Guardrail End Anchor, Type 20 Series 20 Each
656A010 Mulching 5 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 60,000.00) (1) LS
740B000 Construction Signs 1,308 SQFT
740D000 Channelizing Drums 300 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150130056Contract ID:January 30, 2015Letting Date:
Projects:Counties: SHELBY
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Planing, Resurfacing and Traffic Stripe to include Cross SlopeCorrections, Bridge Rail Retrofit, Signal Loops, and Traffic Detection Pole from south of the SR-3 (US-31) Interchange (MP 237.600) in Alabaster to south of the CR-52 Interchange (MP 241.800) in Pelham. Length 4.321 mi.
11/15/2015 Completion Date
The Bracket Estimate on this project is from $6,363,986 to $7,778,206 .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:
$33.00
056IMF-I065(447)
Item No. Description Quantity Units206D001 Removing Guardrail 15,354 LF
206E008 Removing Guardrail End Anchor (All Type) 35 Each
206E010 Removing Guardrail End Anchor (Type 2-B) 2 Each
206E014 Removing Guardrail End Anchor (Type 2A) 3 Each
210D015 Borrow Excavation (A-4) (Loose Truckbed Measurement) 1,000 CUYD
212A000 Machine Grading Shoulders 17 STA
405A000 Tack Coat 9,842 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 16 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 19,067 SQYD
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 208,302 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
410I000 Smoothness Testing Certified Inertial Profiler . 1 Each
423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 20,939 Ton
423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size . 23,794 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
2,780 Ton
424B585 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range E
2,024 Ton
424B588 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL E
870 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
3,160 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 87,627 LF
534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 233 LF
534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 2,857 LF
534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 1,378 LF
534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 182 LF
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 423 SQYD
624A000 Cable Guiderail 14,308 LF
624B000 Cable Guiderail Anchor 6 Each
629E013 Bridge Rail Retrofit,Type BC(NJ) 2,780 LF
629E015 Bridge Rail Retrofit, Type SC(CB) 1,458 LF
630A001 Steel Beam Guardrail, Class A, Type 2 8,164 LF
630C001 Guardrail End Anchor, Type 8 13 Each
Item No. Description Quantity UnitsIMF-I065(447) Page: 2
630C003 Guardrail End Anchor, Type 13 8 Each
630C050 Guardrail End Anchor, Type 20 Series 17 Each
650A000 Topsoil 12,200 CUYD
652A100 Seeding 15 Acre
654A001 Solid Sodding (Bermuda) 48,062 SQYD
656A010 Mulching 15 Acre
665A000 Temporary Seeding 7 Acre
665B001 Temporary Mulching 21 Ton
665G000 Sand Bags 500 Each
665J002 Silt Fence 2,000 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 500 Ton
665O001 Silt Fence Removal 2,000 LF
665P005 Inlet Protection, Stage 3 Or 4 33 Each
665Q002 Wattle 1,500 LF
666A001 Pest Control Treatment 7 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 355,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 973 LF
701C000 Broken Temporary Traffic Stripe 17 Mile
701C001 Solid Temporary Traffic Stripe 34 Mile
701D008 Solid Traffic Stripe Removed (Plastic) 1 Mile
701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,702 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,702 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,702 LF
701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 1,702 LF
703A002 Traffic Control Markings, Class 2, Type A 5,022 SQFT
703B002 Traffic Control Legends, Class 2, Type A 160 SQFT
703D001 Temporary Traffic Control Markings 353 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 50 Each
705A031 Pavement Markers, Class A-H, Type 1-A 809 Each
705A032 Pavement Markers, Class A-H, Type 1-B 1,100 Each
730H001 Loop Wire 2,040 LF
731B000 Pole for Mounting Traffic Detection Equipment 1 Each
740B000 Construction Signs 1,493 SQFT
740C000 Special Construction Signs 16 SQFT
740D000 Channelizing Drums 500 Each
740I002 Warning Lights, Type B 20 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 6 Each
999 000 Trainee Hours At 80 Cents Per Hour 520 HOUR
( ) Item will be bid as lump sum.
20150130061Contract ID:January 30, 2015Letting Date:
Projects:Counties: FAYETTE
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-13 from the junction ofSR-18 (Berry Junction) to the intersection of SR-102. Length 11.810 mi.
60 Working Days
The Bracket Estimate on this project is from $3,215,531 to $3,930,094 .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:
$5.00
061NH-0013(593)
Item No. Description Quantity Units209A000 Mailbox Reset, Single 2 Each
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,928 Ton
405A000 Tack Coat 15,842 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 12 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 198,023 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
13,567 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
150 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
17,327 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
500 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
1,032 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 126,615 LF
600A000 Mobilization (1) LS
650A000 Topsoil 61 CUYD
654A001 Solid Sodding (Bermuda) 184 SQYD
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
665Q002 Wattle 500 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 167,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 24 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 11 Mile
701C000 Broken Temporary Traffic Stripe 33 Mile
701C001 Solid Temporary Traffic Stripe 91 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 744 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 372 LF
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 600 LF
701H001 Solid Traffic Stripe Removed (Plastic) 744 LF
701H006 Broken Traffic Stripe Removed (Plastic) 372 LF
703A002 Traffic Control Markings, Class 2, Type A 1,450 SQFT
703B002 Traffic Control Legends, Class 2, Type A 112 SQFT
703D001 Temporary Traffic Control Markings 3,840 SQFT
Item No. Description Quantity UnitsNH-0013(593) Page: 2
705A032 Pavement Markers, Class A-H, Type 1-B 318 Each
705A037 Pavement Markers, Class A-H, Type 2-D 804 Each
740B000 Construction Signs 1,980 SQFT
740D000 Channelizing Drums 50 Each
740I002 Warning Lights, Type B 2 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130062Contract ID:January 30, 2015Letting Date:
Projects:Counties: BALDWIN
DBE Goal Percent: 9.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on SR-42 (US-98) from just north of theintersection of Scenic Route US-98 to just west of CR-65. Length 10.482 mi.
75 Working Days
The Bracket Estimate on this project is from $2,083,084 to $2,545,991 .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:
$9.00
062NH-0042(527)
Item No. Description Quantity Units212A000 Machine Grading Shoulders 1,103 STA
405A000 Tack Coat 19,832 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 12 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 182,370 SQYD
408A055 Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick) 380 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
21,407 Ton
424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
25 Ton
424B659 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" Maximum AggregateSize Mix, ESAL Range C/D
110 Ton
424B662 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range C/D
1,673 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 200 SQYD
631A000 Posts Reset 18 Each
631C001 Steel Beam Guardrail, Class A, Type 2 Reset 195 LF
631E003 Guardrail End Anchor, Type 13, Reset 3 Each
631E011 Guardrail End Anchor, Type 20 Series, Reset 1 Each
631E012 Guardrail End Anchor, Type 22, Reset 2 Each
650A000 Topsoil 250 CUYD
652A100 Seeding 3 Acre
652C000 Mowing 93 Acre
656A010 Mulching 3 Acre
665B001 Temporary Mulching 14 Ton
665J002 Silt Fence 10,800 LF
665O001 Silt Fence Removal 10,800 LF
665Q002 Wattle 2,000 LF
666A001 Pest Control Treatment 10 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 111,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 22 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,983 LF
701C000 Broken Temporary Traffic Stripe 8 Mile
Item No. Description Quantity UnitsNH-0042(527) Page: 2
701C001 Solid Temporary Traffic Stripe 36 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 4,298 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 449 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 3,728 LF
701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 300 LF
701H002 Solid Traffic Stripe Removed (Tape) 8,026 LF
701H007 Broken Traffic Stripe Removed (Tape) 449 LF
703A002 Traffic Control Markings, Class 2, Type A 3,481 SQFT
703B002 Traffic Control Legends, Class 2, Type A 493 SQFT
703D001 Temporary Traffic Control Markings 1,488 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 54 Each
705A031 Pavement Markers, Class A-H, Type 1-A 417 Each
705A032 Pavement Markers, Class A-H, Type 1-B 401 Each
705A037 Pavement Markers, Class A-H, Type 2-D 801 Each
705A038 Pavement Markers, Class A-H, Type 2-E 106 Each
730H001 Loop Wire 1,450 LF
740B000 Construction Signs 1,893 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130064Contract ID:January 30, 2015Letting Date:
Projects:Counties: JEFFERSON
Contract Time:
Description: for constructing the Sidewalks, Traffic Control Markings, and Signs along various streets inMidfield as indicated in the plans. Length 0.529 mi
40 Working Days
The Bracket Estimate on this project is from $183,726 to $224,553 .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:
$21.00
064SRTS-SR12(913)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Aproximately 1
Acre)(1) LS
206C010 Removing Concrete Driveway 121 SQYD
206C021 Removing Concrete Steps 17 SQYD
206D008 Removing Retaining Wall 12 LF
209A000 Mailbox Reset, Single 15 Each
210A000 Unclassified Excavation 654 CUYD
214A000 Structure Excavation 3 CUYD
214B001 Foundation Backfill, Commercial 5 CUYD
305A051 Coarse Aggregate, Section 801, For Miscellaneous Use 27 CUYD
424A364 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
1 Ton
430B050 Aggregate Surfacing(ALDOT#1) 50 Ton
502A000 Steel Reinforcement 70 LB
517A000 Handrail . 118 LF
533A857 18" Storm Sewer Pipe 13 LF
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 1,364 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 321 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 1 Each
620A000 Minor Structure Concrete 14 CUYD
621C111 Inlets, Type PB 1 Each
623C003 Combination Curb & Gutter, Type C (Modified) 732 LF
650B000 Topsoil From Stockpiles 208 CUYD
654A000 Solid Sodding 1,866 SQYD
665G000 Sand Bags 50 Each
665J002 Silt Fence 2,382 LF
665O001 Silt Fence Removal 2,382 LF
665Q002 Wattle 100 LF
674A000 Construction Safety Fence 2,700 LF
680A001 Geometric Controls (1) LS
703A002 Traffic Control Markings, Class 2, Type A 783 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
53 SQFT
710B001 Roadway Sign Post (#3 "U" Channel Galvanized Steel) 126 LF
710C000 Removal Of Existing Roadway Signs (1) LS
740B000 Construction Signs 135 SQFT
Item No. Description Quantity UnitsSRTS-SR12(913) Page: 2
740D000 Channelizing Drums 50 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
( ) Item will be bid as lump sum.
20150130065Contract ID:January 30, 2015Letting Date:
Projects:Counties: PICKENS
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-17 from north of theintersection of 18th Avenue Southwest (MP 208.250) to the junction of 2nd Street Northwest(MP 210.425) in Reform. Length 2.023 mi.
35 Working Days
The Bracket Estimate on this project is from $748,090 to $914,333 .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:
$7.00
065STPAA-0017(563)
Item No. Description Quantity Units206E007 Removing Mailboxes (Including Reset With A New Timber Post) 13 Each
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 95 Ton
405A000 Tack Coat 4,735 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 28,693 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
3,319 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
2,442 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
100 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
1,330 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 5,270 LF
600A000 Mobilization (1) LS
665G000 Sand Bags 100 Each
665Q002 Wattle 200 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 40,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 365 LF
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 7 Mile
703A002 Traffic Control Markings, Class 2, Type A 2,658 SQFT
703B002 Traffic Control Legends, Class 2, Type A 180 SQFT
703D001 Temporary Traffic Control Markings 1,954 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 45 Each
705A031 Pavement Markers, Class A-H, Type 1-A 64 Each
705A032 Pavement Markers, Class A-H, Type 1-B 169 Each
705A037 Pavement Markers, Class A-H, Type 2-D 253 Each
705A038 Pavement Markers, Class A-H, Type 2-E 82 Each
740B000 Construction Signs 1,013 SQFT
740D000 Channelizing Drums 50 Each
740E000 Cones (36 Inches High) 100 Each
Item No. Description Quantity UnitsSTPAA-0017(563) Page: 2
740I002 Warning Lights, Type B 2 Each
740M001 Ballast For Cone 100 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130068Contract ID:January 30, 2015Letting Date:
Projects:Counties: JACKSON
DBE Goal Percent: 10.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-79 from the junction ofSR-279 (MP 88.720) to feet north of the junction of CR-757 (MP 102.000) in Skyline. Length 9.180 mi.
70 Working Days
The Bracket Estimate on this project is from $2,977,025 to $3,638,586 .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:
$6.00
068STPAA-0079(514)
Item No. Description Quantity Units206D001 11,725 LF
206E008 6 Each
210D001 75 CUYD
405A000 16,941 Gal
407B000 11 Mile
408A052 169,403 SQYD
410C000 1 Each
410H000 1 Each
424A360 11,435 Ton
424B650 17,788 Ton
424C364 1,000 Ton
428C000 99,687 LF
430B040 5,069 Ton
600A000 (1) LS
630A001 11,725 LF
630C070 6 Each
652A100 1 Acre
656A010 1 Acre
665J002 500 LF
665O001 500 LF
665Q002 500 LF
698A000 (1) LS
701A227 19 Mile
701A230 10 Mile
701A239 1 Mile
701A244 7 Mile
701B207 201 LF
701C000 20 Mile
701C001 84 Mile
701G251 600 LF
703A002 2,204 SQFT
703B002 23 SQFT
703D001
Removing Guardrail
Removing Guardrail End Anchor (All Type)
Borrow Excavation (Loose Truckbed Measurement)
Tack Coat
Joint Sealant For Hot Mix Asphalt Pavement
Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)
Contractor Retained Profilograph
Material Remixing Device
Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate Size
Mix, ESAL Range C/D
Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,
ESAL Range C/D
Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate Size Mix,
ESAL Range C/D
Scoring Bituminous Pavement Surface By Cutting
Aggregate Surfacing (Crushed Aggregate Base, Type B)
Mobilization
Steel Beam Guardrail, Class A, Type 2
Guardrail End Anchor, Type 10 Series
Seeding
Mulching
Silt Fence
Silt Fence Removal
Wattle
Construction Fuel (Maximum Bid Limited to $ 159,000.00
Solid White, Class 2, Type A Traffic Stripe (5" Wide)
Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide)
Broken White, Class 2, Type A Traffic Stripe (5" Wide)
Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide)
Dotted, Class 2, Type A Traffic Stripe (5" Wide)
Broken Temporary Traffic Stripe
Solid Temporary Traffic Stripe
Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip)
Traffic Control Markings, Class 2, Type A
Traffic Control Legends, Class 2, Type A
Temporary Traffic Control Markings 5,120 SQFT
Item No. Description Quantity UnitsSTPAA-0079(514) Page: 2
703E001 Temporary Traffic Control Legends 68 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 47 Each
705A031 Pavement Markers, Class A-H, Type 1-A 33 Each
705A032 Pavement Markers, Class A-H, Type 1-B 464 Each
705A037 Pavement Markers, Class A-H, Type 2-D 645 Each
705A038 Pavement Markers, Class A-H, Type 2-E 124 Each
740B000 Construction Signs 1,660 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20150130069Contract ID:January 30, 2015Letting Date:
Projects:Counties: CLARKE
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-177 from west of thejunction of Miller Street to south of the junction of SR-13 (US-43) in Jackson. Length 2.984 mi
40 Working Days
The Bracket Estimate on this project is from $706,203 to $863,137 .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:
$7.00
069STPAA-0177(501)
Item No. Description Quantity Units206D002 Removing Curb 325 LF
405A000 Tack Coat 7,019 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 66,549 SQYD
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
5,518 Ton
424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
273 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
836 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 200 Ton
600A000 Mobilization (1) LS
623B000 Concrete Curb, Type N 235 LF
650A000 Topsoil 50 CUYD
654A000 Solid Sodding 80 SQYD
665G000 Sand Bags 300 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 39,550.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 682 LF
701C002 Broken Temporary Traffic Stripe (Paint) 6 Mile
701C003 Solid Temporary Traffic Stripe (Paint) 21 Mile
703A002 Traffic Control Markings, Class 2, Type A 3,964 SQFT
703B002 Traffic Control Legends, Class 2, Type A 453 SQFT
703D002 Temporary Traffic Control Markings (Paint) 5,544 SQFT
703E002 Temporary Traffic Control Legends (Paint) 546 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 21 Each
705A032 Pavement Markers, Class A-H, Type 1-B 30 Each
705A037 Pavement Markers, Class A-H, Type 2-D 469 Each
705A038 Pavement Markers, Class A-H, Type 2-E 15 Each
730H001 Loop Wire 8,352 LF
740B000 Construction Signs 951 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
Item No. Description Quantity UnitsSTPAA-0177(501) Page: 2
740O000 Pilot Car 1 Each
742A003 Portable Changeable Message Sign, Type 3 1 Each
( ) Item will be bid as lump sum.
20150130070Contract ID:January 30, 2015Letting Date:
Projects:Counties: CALHOUN
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on SR-204 from the junction of CR-73 tothe junction of SR-21. Length 2.950 mi.
35 Working Days
The Bracket Estimate on this project is from $1,099,404 to $1,343,716 .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:
$3.00
070STPOA-0204(514)
Item No. Description Quantity Units405A000 Tack Coat 5,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 13,100 SQYD
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 39,300 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate SizeMix, ESAL Range C/D
2,850 Ton
424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" MaximumAggregate Size Mix,ESAL Range C/D
200 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
3,900 Ton
424B661 Superpave Bituminous Concrete Upper Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
300 Ton
424B687 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
300 Ton
424B688 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
5,000 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 25,000 LF
430B043 Aggregate Surfacing (1" Down, Crusher Run) 320 Ton
600A000 Mobilization (1) LS
665J002 Silt Fence 200 LF
665O001 Silt Fence Removal 200 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 64,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 350 LF
701C000 Broken Temporary Traffic Stripe 6 Mile
701C001 Solid Temporary Traffic Stripe 27 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 435 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 435 LF
701H002 Solid Traffic Stripe Removed (Tape) 870 LF
703A002 Traffic Control Markings, Class 2, Type A 2,200 SQFT
703B002 Traffic Control Legends, Class 2, Type A 125 SQFT
703D001 Temporary Traffic Control Markings 686 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 150 Each
Item No. Description Quantity UnitsSTPOA-0204(514) Page: 2
705A037 Pavement Markers, Class A-H, Type 2-D 200 Each
730H001 Loop Wire 4,000 LF
730I001 Loop Detector Lead-In-Cable 2,000 LF
740B000 Construction Signs 712 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130071Contract ID:
January 30, 2015Letting Date:
Projects:
Counties: BUTLERDBE Goal Percent: 4.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, Inlet Upgrades, and Traffic Stripeon SR-3 (US-31) from the Georgiana Bypass (MP 119.972) to the junction of CR-37 (MP125.450) to include the Culvert Extension at MP 123.467. Length 5.477 mi.
75 Working Days
The Bracket Estimate on this project is from $1,948,339 to $2,381,304 .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:
$3.00
071STPAA-HSIP-0003(582)99-406-074-003-502
Item No. Description Quantity Units206D001 Removing Guardrail 680 LF
206E042 Removing Inlets (Partial) 4 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,700 CUYD
212A000 Machine Grading Shoulders 580 STA
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 200 Ton
405A000 Tack Coat 13,500 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 80,000 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
8,000 Ton
424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
1,000 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
8,700 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
200 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
400 Ton
424B693 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
2,200 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 56,000 LF
502A000 Steel Reinforcement 150 LB
524B010 Culvert Concrete Extension 6 CUYD
600A000 Mobilization (1) LS
621C020 Inlets, Type Y 4 Each
630A001 Steel Beam Guardrail, Class A, Type 2 888 LF
630C008 Guardrail End Anchor, Type 2C (Modified) 8 Each
630C050 Guardrail End Anchor, Type 20 Series 12 Each
650A000 Topsoil 2,500 CUYD
652A100 Seeding 10 Acre
652C000 Mowing 10 Acre
654A000 Solid Sodding 200 SQYD
656A010 Mulching 10 Acre
659C002 Erosion Control Product, Type S2 100 SQYD
665A000 Temporary Seeding 10 Acre
Item No. Description Quantity UnitsSTPAA-HSIP-0003(582) Page: 2
665B001 Temporary Mulching 30 Ton
665F000 Hay Bales 200 Each
665G000 Sand Bags 100 Each
665J002 Silt Fence 1,000 LF
665O001 Silt Fence Removal 1,000 LF
665Q002 Wattle 250 LF
666A001 Pest Control Treatment 10 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 112,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 11 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,255 LF
701C000 Broken Temporary Traffic Stripe 5 Mile
701C001 Solid Temporary Traffic Stripe 60 Mile
701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 600 LF
703A002 Traffic Control Markings, Class 2, Type A 8,900 SQFT
703B002 Traffic Control Legends, Class 2, Type A 675 SQFT
703D001 Temporary Traffic Control Markings 3,100 SQFT
703E001 Temporary Traffic Control Legends 875 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 1,360 Each
705A037 Pavement Markers, Class A-H, Type 2-D 505 Each
705A038 Pavement Markers, Class A-H, Type 2-E 425 Each
740B000 Construction Signs 773 SQFT
740D000 Channelizing Drums 25 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130072Contract ID:January 30, 2015Letting Date:
Projects:Counties: CALHOUN
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-9 from0.230 miles south of the junction of Stone Ridge Road (MP 230.170) to the just south of thePiedmont City Limits (MP 238.229). Length 8.059 mi.
70 Working Days
The Bracket Estimate on this project is from $2,547,831 to $3,114,015 .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:
$3.00
072STPAA-HSIP-0009(557)
Item No. Description Quantity Units401B100 Bituminous Treatment E (With Polymer Additive) 122,950 SQYD
405A000 Tack Coat 20,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 115,000 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate SizeMix, ESAL Range C/D
6,900 Ton
424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" MaximumAggregate Size Mix,ESAL Range C/D
50 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
12,000 Ton
424B661 Superpave Bituminous Concrete Upper Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
50 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
300 Ton
424B687 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
300 Ton
424B688 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
6,300 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
3,500 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 85,000 LF
430B043 Aggregate Surfacing (1" Down, Crusher Run) 800 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 680 SQYD
665A000 Temporary Seeding 8 Acre
665B001 Temporary Mulching 24 Ton
665G000 Sand Bags 100 Each
665J002 Silt Fence 250 LF
665O001 Silt Fence Removal 250 LF
665Q002 Wattle 1,020 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 148,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701C000 Broken Temporary Traffic Stripe 27 Mile
701C001 Solid Temporary Traffic Stripe 123 Mile
Item No. Description Quantity UnitsSTPAA-HSIP-0009(557) Page: 2
703A002 Traffic Control Markings, Class 2, Type A 475 SQFT
703D001 Temporary Traffic Control Markings 2,320 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 200 Each
705A037 Pavement Markers, Class A-H, Type 2-D 550 Each
740B000 Construction Signs 1,336 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130073Contract ID:January 30, 2015Letting Date:
Projects:Counties: CHEROKEE
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-25(US-411) from 0.3 miles north of the junction of CR-20 to feet west of the junction of SR-68 in Leesburg. Length 3.980 mi.
35 Working Days
The Bracket Estimate on this project is from $1,949,424 to $2,382,629 .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:
$6.00
073STPAA-HSIP-0025(541)
Item No. Description Quantity Units405A000 Tack Coat 15,035 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 12 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 150,552 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
16,620 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
1,515 Ton
424C364 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate Size Mix,ESAL Range C/D
150 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
2,335 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 84,058 LF
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 4,203 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 100 SQYD
652A100 Seeding 2 Acre
656A010 Mulching 2 Acre
665B001 Temporary Mulching 6 Ton
665J002 Silt Fence 300 LF
665O001 Silt Fence Removal 300 LF
665Q002 Wattle 200 LF
666A001 Pest Control Treatment 2 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 109,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 10,824 LF
701C000 Broken Temporary Traffic Stripe 16 Mile
701C001 Solid Temporary Traffic Stripe 33 Mile
703A002 Traffic Control Markings, Class 2, Type A 3,919 SQFT
703B002 Traffic Control Legends, Class 2, Type A 606 SQFT
703D001 Temporary Traffic Control Markings 7,838 SQFT
703E001 Temporary Traffic Control Legends 1,211 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 546 Each
705A031 Pavement Markers, Class A-H, Type 1-A 526 Each
Item No. Description Quantity UnitsSTPAA-HSIP-0025(541) Page: 2
705A038 Pavement Markers, Class A-H, Type 2-E 150 Each
740B000 Construction Signs 1,051 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20150130075Contract ID:
January 30, 2015Letting Date:
Projects:
Counties: BUTLERDBE Goal Percent: 5.00Contract Time:
Description: for constructing the Safety Widening, Drainage Structure Improvements, Planing,Resurfacing, and Traffic Stripe on SR-106 from east of the intersection of CR-27 (MP 14.878)to the intersection of CR-45 (MP 20.609). Length 5.730 mi.
80 Working Days
The Bracket Estimate on this project is from $2,153,575 to $2,632,148 .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:
$4.00
075STPAA-HSIP-0106(507)99-406-074-106-501
Item No. Description Quantity Units206D001 Removing Guardrail 125 LF
206E000 Removing Headwalls 1 Each
206E008 Removing Guardrail End Anchor (All Type) 4 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 3,000 CUYD
212A000 Machine Grading Shoulders 600 STA
214A000 Structure Excavation 38 CUYD
214B001 Foundation Backfill, Commercial 12 CUYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 400 Ton
405A000 Tack Coat 14,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 83,500 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
7,955 Ton
424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
1,000 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
10,605 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
500 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
500 Ton
424B693 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
2,410 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 59,025 LF
502A000 Steel Reinforcement 842 LB
524B011 Culvert Concrete Extension (Cast In Place) 8 CUYD
530A102 24" Roadway Pipe (Class 3 R.C.) (Extension) 32 LF
600A000 Mobilization (1) LS
619A202 24" Roadway Pipe End Treatment, Class 1 (Double Line) 1 Each
620A000 Minor Structure Concrete 1 CUYD
629D001 Bridge Guardrail Retrofit, Type C 12 Each
630A001 Steel Beam Guardrail, Class A, Type 2 1,325 LF
630C003 Guardrail End Anchor, Type 13 12 Each
630C050 Guardrail End Anchor, Type 20 Series 11 Each
630C070 Guardrail End Anchor, Type 10 Series 5 Each
Item No. Description Quantity UnitsSTPAA-HSIP-0106(507) Page: 2
650A000 Topsoil 1,700 CUYD
652A100 Seeding 11 Acre
652C000 Mowing 11 Acre
654A000 Solid Sodding 250 SQYD
656A010 Mulching 11 Acre
659C002 Erosion Control Product, Type S2 500 SQYD
665A000 Temporary Seeding 11 Acre
665B001 Temporary Mulching 33 Ton
665F000 Hay Bales 100 Each
665G000 Sand Bags 100 Each
665J002 Silt Fence 1,700 LF
665O001 Silt Fence Removal 1,700 LF
665Q002 Wattle 500 LF
666A001 Pest Control Treatment 11 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 123,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 65 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,500 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 750 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 275 LF
701H001 Solid Traffic Stripe Removed (Plastic) 1,775 LF
701H006 Broken Traffic Stripe Removed (Plastic) 750 LF
703A002 Traffic Control Markings, Class 2, Type A 170 SQFT
703D001 Temporary Traffic Control Markings 170 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 125 Each
705A037 Pavement Markers, Class A-H, Type 2-D 575 Each
740B000 Construction Signs 1,226 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 300 Each
740L005 Vertical Panel, Type I (Double-Sided) 24 Each
740M001 Ballast For Cone 300 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130076Contract ID:January 30, 2015Letting Date:
Projects:Counties: COFFEE
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-122 from thejunction of SR-12 (US-84) to the junction of SR-51. Length 3.741 mi.
35 Working Days
The Bracket Estimate on this project is from $1,259,203 to $1,539,026 .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:
$11.00
076STPAA-HSIP-0122(503)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 169 SQYD
209A000 Mailbox Reset, Single 3 Each
212A000 Machine Grading Shoulders 324 STA
405A000 Tack Coat 8,309 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 55,630 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
5,771 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range A/B
2,434 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range A/B
200 Ton
424B648 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range A/B
2,241 Ton
424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" Maximum AggregateSize mix, ESAL Range A/B
684 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 30,813 LF
600A000 Mobilization (1) LS
650A000 Topsoil 5,000 CUYD
652A100 Seeding 10 Acre
652C000 Mowing 21 Acre
656A010 Mulching 10 Acre
659C002 Erosion Control Product, Type S2 100 SQYD
665A000 Temporary Seeding 4 Acre
665B001 Temporary Mulching 10 Ton
665J002 Silt Fence 1,000 LF
665O001 Silt Fence Removal 1,000 LF
665P005 Inlet Protection, Stage 3 Or 4 1 Each
665Q002 Wattle 750 LF
666A001 Pest Control Treatment 10 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 65,945.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
Item No. Description Quantity UnitsSTPAA-HSIP-0122(503) Page: 2
701C000 Broken Temporary Traffic Stripe 5 Mile
701C001 Solid Temporary Traffic Stripe 27 Mile
701D007 Solid Traffic Stripe Removed (Paint) 1 Mile
701D008 Solid Traffic Stripe Removed (Plastic) 1 Mile
701D014 Broken Traffic Stripe Removed (Paint) 1 Mile
701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile
701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 300 LF
703A002 Traffic Control Markings, Class 2, Type A 1,466 SQFT
703B002 Traffic Control Legends, Class 2, Type A 137 SQFT
703D001 Temporary Traffic Control Markings 1,030 SQFT
703E001 Temporary Traffic Control Legends 273 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 55 Each
705A032 Pavement Markers, Class A-H, Type 1-B 112 Each
705A037 Pavement Markers, Class A-H, Type 2-D 453 Each
740B000 Construction Signs 868 SQFT
740C000 Special Construction Signs 20 SQFT
740E000 Cones (36 Inches High) 150 Each
740M001 Ballast For Cone 150 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130077Contract ID:January 30, 2015Letting Date:
Projects:Counties: ST CLAIR
DBE Goal Percent: 9.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-144 fromthe junction of SR-53 (US-231) to the junction of CR-26 in Ragland. Length 10.159 mi.
65 Working Days
The Bracket Estimate on this project is from $2,474,668 to $3,024,595 .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:
$8.00
077STPAA-HSIP-0144(501)
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 32 SQYD
206C010 Removing Concrete Driveway 186 SQYD
206D001 Removing Guardrail 2,613 LF
206E008 Removing Guardrail End Anchor (All Type) 30 Each
210A000 Unclassified Excavation 47 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 325 CUYD
405A000 Tack Coat 18,413 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 11 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 184,301 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
17,048 Ton
424C364 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate Size Mix,ESAL Range C/D
500 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
5,888 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 106,266 LF
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 5,314 Ton
600A000 Mobilization (1) LS
614A000 Slope Paving 74 CUYD
618A000 Concrete Sidewalk, 4" Thick 32 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 3,200 LF
630A023 Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit) 1,221 LF
630C050 Guardrail End Anchor, Type 20 Series 4 Each
630C070 Guardrail End Anchor, Type 10 Series 12 Each
652A100 Seeding 5 Acre
656A010 Mulching 5 Acre
665A000 Temporary Seeding 5 Acre
665B001 Temporary Mulching 10 Ton
665G000 Sand Bags 50 Each
665J002 Silt Fence 3,500 LF
665O001 Silt Fence Removal 3,500 LF
665Q002 Wattle 1,500 LF
666A001 Pest Control Treatment 5 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 130,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile
Item No. Description Quantity UnitsSTPAA-HSIP-0144(501) Page: 2
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 386 LF
701C000 Broken Temporary Traffic Stripe 14 Mile
701C001 Solid Temporary Traffic Stripe 57 Mile
703A002 Traffic Control Markings, Class 2, Type A 2,373 SQFT
703B002 Traffic Control Legends, Class 2, Type A 114 SQFT
703D001 Temporary Traffic Control Markings 2,871 SQFT
703E001 Temporary Traffic Control Legends 251 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 26 Each
705A032 Pavement Markers, Class A-H, Type 1-B 616 Each
705A037 Pavement Markers, Class A-H, Type 2-D 760 Each
705A038 Pavement Markers, Class A-H, Type 2-E 146 Each
740B000 Construction Signs 1,220 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
( ) Item will be bid as lump sum.
20150130078Contract ID:January 30, 2015Letting Date:
Projects:Counties: PERRY
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-289 fromthe junction of SR-5 to the intersection of SR-14 in Marion. Length 1.200 mi.
45 Working Days
The Bracket Estimate on this project is from $676,396 to $826,707 .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:
$9.00
078STPAA-HSIP-0289(500)
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 155 SQYD
206C010 Removing Concrete Driveway 246 SQYD
206D002 Removing Curb 90 LF
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 80 Ton
405A000 Tack Coat 3,230 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
408B003 Micro-Milling Existing Pavement (Approximately 2.10" thru 3.00" Thick) 18,843 SQYD
410H000 Material Remixing Device 1 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate SizeMix, ESAL Range C/D
1,262 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
227 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range C/D
410 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
1,432 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
2,292 Ton
424B692 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" Maximum AggregateSize Mix, ESAL Range C/D
124 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 3,179 LF
517D000 Sidewalk Handrail 29 LF
539A000 4 Inch Trench Drain 12 LF
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 154 SQYD
618A001 Concrete Sidewalk, 6" Thick 2 SQYD
618C000 Truncated Dome Retrofit 164 SQFT
623B000 Concrete Curb, Type N 148 LF
654A000 Solid Sodding 15 SQYD
665B001 Temporary Mulching 3 Ton
665G000 Sand Bags 240 Each
665J002 Silt Fence 250 LF
665O001 Silt Fence Removal 250 LF
665Q002 Wattle 380 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 35,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
Item No. Description Quantity UnitsSTPAA-HSIP-0289(500) Page: 2
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 3 Mile
703A002 Traffic Control Markings, Class 2, Type A 1,582 SQFT
703B002 Traffic Control Legends, Class 2, Type A 202 SQFT
703D001 Temporary Traffic Control Markings 1,582 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 44 Each
705A032 Pavement Markers, Class A-H, Type 1-B 56 Each
705A037 Pavement Markers, Class A-H, Type 2-D 146 Each
740B000 Construction Signs 1,025 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 100 Each
740I002 Warning Lights, Type B 2 Each
740M001 Ballast For Cone 100 Each
( ) Item will be bid as lump sum.
20150130079Contract ID:January 30, 2015Letting Date:
Projects:Counties: JEFFERSON
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Bridge Installation (Grade, Drain, Base, Pave, and Signal Removal) onF.L. Shuttlesworth Drive from the junction of 29th Avenue North to the junction of 32ndAvenue North in Birmingham. Length 0.428 mi.
300 Working Days
The Bracket Estimate on this project is from $5,585,111 to $6,826,247 .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:
$59.00
079STPAA-STPBH-7376(600)
Item No. Description Quantity Units205A001 Removal Of Structures, Structure No. 1 1 Each
205A002 Removal Of Structures, Structure No. 2 1 Each
205A003 Removal Of Structures, Structure No. 3 1 Each
206C000 Removing Concrete Sidewalk 1,687 SQYD
206C010 Removing Concrete Driveway 393 SQYD
206D000 Removing Pipe 237 LF
206D003 Removing Curb And Gutter 4,852 LF
206D005 Removing Gutter 100 LF
206E001 Removing Inlets 14 Each
206E003 Removing Manholes 3 Each
210A000 Unclassified Excavation 2,303 CUYD
210D011 Borrow Excavation (A4 Or Better) 28,532 CUYD
214A000 Structure Excavation 736 CUYD
214B001 Foundation Backfill, Commercial 206 CUYD
230A000 Roadbed Processing 30 RBST
243A030 Geosynthetic Reinforcement For Subgrade Stabilization, Type 1 800 SQYD
251A000 Contaminated Soil Remediation (Specialty Item) 350 CUYD
251A001 Contaminated Soil Excavation (Speciality Item) 350 CUYD
305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 500 Ton
405A000 Tack Coat 1,705 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 3,460 SQYD
410H000 Material Remixing Device 1 Each
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
1,084 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate Size Mix,ESAL Range A/B
2,042 Ton
424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
200 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
200 Ton
424B666 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B
981 Ton
424C340 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange A/B
981 Ton
430B018 Aggregate Surfacing (ALDOT #410 Modified Or #467) 200 Ton
450B000 Reinforced Cement Concrete Bridge End Slab 225 SQYD
502A001 Steel Reinforcement (Grade 60) 116,079 LB
Item No. Description Quantity UnitsSTPAA-STPBH-7379(600) Page: 2
502B000 Steel Reinforcement For Bridge Superstructure, Sta. 111+71.00, Approximately 131,528Lbs.
(1) LS
505G004 Pile Points (Type A, 14") 32 Each
505H000 Pilot Holes 24 LF
505M004 Steel Piling Furnished And Driven (HP 14x73) 886 LF
506A000 Drilled Shaft Excavation, 4'-6" Diameter 123 LF
506B004 Special Drilled Shaft Excavation, 4'-6" Diameter 59 LF
506C023 Drilled Shaft Construction, 4'-6" Diameter, Class DS2 Concrete 181 LF
506G003 Crosshole Sonic Logging, 4'-6" Diameter 1 Each
508A000 Structural Steel 10,594 LB
510A031 Bridge Substructure Concrete, Class A (4000 PSI) 460 CUYD
510C051 Bridge Concrete Superstructure, Sta, 111+71.00, Approximately 545 Cu. Yds. (1) LS
510E000 Grooving Concrete Bridge Decks 1,490 SQYD
511A072 Elastomeric Bearing Type 4 (Mark VB3) 80 Each
513B011 Pretensioned-Prestressed Concrete Girder, Type II Modified (Speciality Item) 2,875 LF
529A020 Retaining Wall # # 1 4,166 SQFT
529A021 Retaining Wall # # 2 4,784 SQFT
529A022 Retaining Wall # # 3 1,078 SQFT
529A023 Retaining Wall # # 4 821 SQFT
529A024 Retaining Wall # # 5 1,774 SQFT
529A025 Retaining Wall # # 6 1,609 SQFT
529A026 Retaining Wall # # 7 100 SQFT
529A027 Retaining Wall # # 8 100 SQFT
530A001 18" Roadway Pipe (Class 3 R.C.) 756 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 20 LF
600A000 Mobilization (1) LS
601A000 Furnishing Base, Soil And Structure Laboratories 1 Each
602A000 Right Of Way Markers 41 Each
618A000 Concrete Sidewalk, 4" Thick 2,656 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 151 SQYD
620A000 Minor Structure Concrete 1,297 CUYD
621A011 Junction Boxes, Type 1 Or 1P 1 Each
621A019 Junction Boxes, Type 1 Or 2P 3 Each
621B014 Junction Box Units, Type 1 Or 2P 3 Each
621C009 Inlets, Type E1 3 Each
621C031 Inlets, Type S3 (1 Wing) 6 Each
621C033 Inlets, Type S3 (2 Wing) 1 Each
621C109 Inlets, Type PD 7 Each
621D009 Inlet Units, Type E1 8 Each
621D020 Inlet Units, Type S3 9 Each
621D109 Inlet Units, Type PD 13 Each
621E001 Manholes, Type M 1 Each
621F002 Manhole Units, Type M 5 Each
621F030 Manhole Height Adjustment 7 Each
623B005 Concrete Curb, Type E 160 LF
623C000 Combination Curb & Gutter, Type C 3,173 LF
Item No. Description Quantity UnitsSTPAA-STPBH-7379(600) Page: 3
629A080 Concrete Median Or Safety Barrier, Type CSF-56 683 LF
629A083 Concrete Median Or Safety Barrier, Type CSF-56 (Modified) 843 LF
629C002 Concrete Median Or Safety Barrier End Section (Type TES) 6 Each
630A001 Steel Beam Guardrail, Class A, Type 2 38 LF
630C003 Guardrail End Anchor, Type 13 3 Each
630C050 Guardrail End Anchor, Type 20 Series 3 Each
634E000 Industrial Fence, 6 Feet High, Special Mounting 515 LF
634E002 Industrial Fence, 8 Feet High, Special Mounting 589 LF
634E003 Industrial Fence, 7.33 Feet High, Special Mounting 454 LF
634E004 Industrial Fence, 9.67 Feet High, Special Mounting 841 LF
645A514 12 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 1,437 LF
645A520 18 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 393 LF
645A548 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 365 LF
645C500 Ductile Iron Fittings 1,330 LB
645F510 8 Inch Abandon Existing Sanitary Sewer 620 LF
645F515 10 Inch Abandon Existing Sanitary Sewer 954 LF
645F520 12 Inch Abandon Existing Sanitary Sewer 150 LF
645F535 18 Inch Abandon Existing Sanitary Sewer 420 LF
645H510 48 Inch Manhole 19 Each
645I500 48 Inch Manhole Unit 77 Each
645L514 12 Inch Ductile Iron Manhole Drop Connection 1 LF
645M500 Connection To Existing Manhole 1 Each
645N500 Abandon Existing Manhole 13 Each
645U514 18 Inch Cured In Place Liner 761 LF
645V500 Manhole Rehabilitation 7 Each
645W502 Manhole Rehabilitation Unit 54 Each
649A570 36 Inch Steel Encasement Pipe, Type 1 Installation 90 LF
650A000 Topsoil 1,103 CUYD
654A001 Solid Sodding (Bermuda) 10,828 SQYD
665A000 Temporary Seeding 6 Acre
665B001 Temporary Mulching 18 Ton
665C010 Temporary Pipe 50 LF
665G000 Sand Bags 100 Each
665J002 Silt Fence 3,082 LF
665O001 Silt Fence Removal 3,082 LF
665P005 Inlet Protection, Stage 3 Or 4 42 Each
665Q002 Wattle 48 LF
665T000 Temporary Earth Berms 171 LF
674A000 Construction Safety Fence 2,832 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 312,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 224 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 659 LF
Item No. Description Quantity UnitsSTPAA-STPBH-7379(600) Page: 4
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 3 Mile
701D005 Solid Traffic Stripe Removed 1 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 720 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,458 LF
703A002 Traffic Control Markings, Class 2, Type A 2,819 SQFT
703A011 Traffic Control Markings, Class W, Type A 1,021 SQFT
703B002 Traffic Control Legends, Class 2, Type A 68 SQFT
703D001 Temporary Traffic Control Markings 3,839 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 4 Each
705A032 Pavement Markers, Class A-H, Type 1-B 453 Each
705A037 Pavement Markers, Class A-H, Type 2-D 68 Each
705A038 Pavement Markers, Class A-H, Type 2-E 211 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
26 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
59 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 143 LF
720A020 Vehicular Impact Attenuator Assembly (Unidirectional,TL-2) 6 Each
730A000 Removal Of Existing Traffic Control Unit ( F.L. Shuttlesworth Drive/29th Ave.) (1) LS
740B000 Construction Signs 726 SQFT
740C000 Special Construction Signs 8 SQFT
740D000 Channelizing Drums 50 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 34 Each
740I002 Warning Lights, Type B 15 Each
740M001 Ballast For Cone 50 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
750B503 Roadway Luminaire Assembly with One, Low Profile Underpass Pendant, 150 WattLuminaire
8 Each
750B650 Roadway Luminaire Assembly with One, Decorative LED, 80 Watt Equivalent Luminaire 13 Each
750C010 Pole Foundation,Roadway 2 Each
750D200 Electrical Junction Box,Type 1 2 Each
750E114 Conduit,11/2 Inch,Rigid Nonmetallic 1,620 LF
750E123 Conduit, 3/4 Inch, Rigid Metallic 360 LF
750F022 Conductor, #10 AWG 2,500 LF
750F024 Conductor, #6 AWG 3,700 LF
750H005 Service Pole 1 Each
750I005 Lighting Control Center 1 Each
999 000 Trainee Hours At 80 Cents Per Hour 720 HOUR
( ) Item will be bid as lump sum.
20150130085Contract ID:January 30, 2015Letting Date:
Projects:Counties: RUSSELL
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Patching, Leveling, Resurfacing, and Traffic Stripe on CR-33 (HuguleyRoad) from the junction of CR-32 (Padgetts Road) to the junction of SR-8 (US-80). Length4.289 mi.
35 Working Days
The Bracket Estimate on this project is from $711,968 to $870,183 .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:
$3.00
085STPNU-5714(251)
Item No. Description Quantity Units210D001 Borrow Excavation (Loose Truckbed Measurement) 475 CUYD
401B108 Bituminous Treatment G (With Polymer Additive) 50,036 SQYD
405A000 Tack Coat 1,501 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
4,354 Ton
424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
1,200 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
800 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,172 Ton
600A000 Mobilization (1) LS
665F000 Hay Bales 50 Each
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 47,720.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701C000 Broken Temporary Traffic Stripe 7 Mile
701C001 Solid Temporary Traffic Stripe 23 Mile
703A002 Traffic Control Markings, Class 2, Type A 176 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 150 Each
705A037 Pavement Markers, Class A-H, Type 2-D 565 Each
740B000 Construction Signs 327 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130088Contract ID:January 30, 2015Letting Date:
Projects:Counties: BLOUNT
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-79 from the intersection ofSR-74 (US-278) at MP 48.862 in Brooksville to the Marshall County Line. Length 5.036 mi.
30 Working Days
The Bracket Estimate on this project is from $922,910 to $1,128,001 .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:
$5.00
088STPAA-0079(512)
Item No. Description Quantity Units405A000 Tack Coat 4,534 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 90,674 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
7,028 Ton
424C364 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate Size Mix,ESAL Range C/D
1,500 Ton
428C000 Scoring Bituminous Pavement Surface By Cutting 53,181 LF
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 3,989 Ton
600A000 Mobilization (1) LS
665Q002 Wattle 100 LF
666A001 Pest Control Treatment 1 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 49,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 11 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) 5 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 720 LF
701C000 Broken Temporary Traffic Stripe 9 Mile
701C001 Solid Temporary Traffic Stripe 27 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 300 LF
703A002 Traffic Control Markings, Class 2, Type A 2,730 SQFT
703B002 Traffic Control Legends, Class 2, Type A 194 SQFT
703D001 Temporary Traffic Control Markings 5,460 SQFT
703E001 Temporary Traffic Control Legends 387 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 21 Each
705A032 Pavement Markers, Class A-H, Type 1-B 245 Each
705A037 Pavement Markers, Class A-H, Type 2-D 394 Each
705A038 Pavement Markers, Class A-H, Type 2-E 62 Each
740B000 Construction Signs 670 SQFT
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
( ) Item will be bid as lump sum.
20150130089Contract ID:January 30, 2015Letting Date:
Projects:Counties: ETOWAH
DBE Goal Percent: 9.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-212 (Bruton Gap Road) from thejunction of SR-7 (US-11) to the junction of CR-211 (Duck Springs Road). Length 2.199 mi.
45 Working Days
The Bracket Estimate on this project is from $700,540 to $856,215 .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:
$4.00
089STPOA-2813(252)
Item No. Description Quantity Units206D001 Removing Guardrail 2,000 LF
206E008 Removing Guardrail End Anchor (All Type) 16 Each
401B108 Bituminous Treatment G (With Polymer Additive) 28,400 SQYD
405A000 Tack Coat 2,408 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
1,970 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range A/B
3,550 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range A/B
150 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
200 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,300 Ton
600A000 Mobilization (1) LS
630A021 Steel Beam Guardrail, Class A, Type 2 (Steel Post) 4,050 LF
630C050 Guardrail End Anchor, Type 20 Series 2 Each
630C070 Guardrail End Anchor, Type 10 Series 10 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 39,300.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 5 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 2 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 1 Mile
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 4 Mile
703A004 Traffic Control Markings, Class 2T, Type A 64 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 58 Each
705A037 Pavement Markers, Class A-H, Type 2-D 232 Each
740B000 Construction Signs 288 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130090Contract ID:
January 30, 2015Letting Date:
Projects:
Counties: HOUSTONDBE Goal Percent: 7.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-68 (Trawick Road) from the GenevaCounty Line to the Right-of-Way Limits of the junction of SR-52 in Dothan (Site #1) and onCR-45 (Memphis Church Road) from the junction of Eddins Road to just south (0.043 miles)of the junction of E Saunders Road (Site #2). Length 4.847 mi.
30 Working Days
The Bracket Estimate on this project is from $906,080 to $1,107,431 .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:
$6.00
090STPOA-3514(252)STPOA-3514(253)
Item No. Description Quantity Units401A006 Bituminous Treatment G 61,026 SQYD
405A000 Tack Coat 3,122 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range A/B
1,875 Ton
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
3,167 Ton
424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" Maximum AggregateSize mix, ESAL Range A/B
2,806 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 54,500.00) (1) LS
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 7 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 550 LF
703D001 Temporary Traffic Control Markings 99 SQFT
740B000 Construction Signs 453 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150130093Contract ID:January 30, 2015Letting Date:
Projects:Counties: BALDWIN
Contract Time:
Description: for constructing the Intersection Improvements (Grade, Drain, and Pave) at SR-180 andSR-161 in Orange Beach. Length 0.303 mi.
40 Working Days
The Bracket Estimate on this project is from $385,241 to $470,850 .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:
$12.00
093ST-002-180-007
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ $4,000.00 Per Acre) (Approximately 1
Acre)(1) LS
206D000 Removing Pipe 275 LF
206E000 Removing Headwalls 10 Each
210A000 Unclassified Excavation 327 CUYD
210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) ) 854 CUYD
230A000 Roadbed Processing 14 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 2,055 SQYD
401A000 Bituminous Treatment A 1,763 SQYD
405A000 Tack Coat 1,662 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 15,093 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
1,509 Ton
424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range C/D
245 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
20 Ton
424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range C/D
250 Ton
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 20 Ton
534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 76 LF
535B088 22" Span, 14" Rise Side Drain Pipe (Class 3 R.C.) 241 LF
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 150 SQYD
619B116 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 10 Each
650A000 Topsoil 140 CUYD
652A100 Seeding 2 Acre
654A001 Solid Sodding (Bermuda) 2,720 SQYD
656A010 Mulching 2 Acre
665B001 Temporary Mulching 6 Ton
665E000 Polyethylene 2,167 SQYD
665I000 Temporary Riprap, Class 2 10 Ton
665J002 Silt Fence 1,400 LF
665O001 Silt Fence Removal 1,400 LF
665Q002 Wattle 200 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 19,000.00) (1) LS
Item No. Description Quantity UnitsST-002-180-007 Page: 2
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 713 LF
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 4 Mile
703A002 Traffic Control Markings, Class 2, Type A 2,549 SQFT
703B002 Traffic Control Legends, Class 2, Type A 415 SQFT
703D001 Temporary Traffic Control Markings 2,549 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 30 Each
705A031 Pavement Markers, Class A-H, Type 1-A 80 Each
705A032 Pavement Markers, Class A-H, Type 1-B 215 Each
705A037 Pavement Markers, Class A-H, Type 2-D 55 Each
705A038 Pavement Markers, Class A-H, Type 2-E 108 Each
710A091 Class 4, Aluminum Flat Sign Panels 0.125" Thickness (Type III Background) 49 SQFT
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
26 SQFT
710B010 Roadway Sign Post (W6 x 9 Steel Beam) 40 LF
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) 28 LF
711A000 Roadway Sign Relocation (1) LS
740B000 Construction Signs 833 SQFT
740D000 Channelizing Drums 75 Each
740E000 Cones (36 Inches High) 25 Each
740M001 Ballast For Cone 25 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20150130095Contract ID:January 30, 2015Letting Date:
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
The Bracket Estimate on this project is from $888,172 to $1,085,544 .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:
$21.00
095ST-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
206C010 Removing Concrete Driveway 742 SQYD
206D000 Removing Pipe 273 LF
206D002 Removing Curb 200 LF
206D003 Removing Curb And Gutter 89 LF
206E000 Removing Headwalls 1 Each
206E001 Removing Inlets 4 Each
210A000 Unclassified Excavation 8,896 CUYD
210C000 Muck Excavation 587 CUYD
210D000 Borrow Excavation 626 CUYD
210E001 Borrow Excavation (Underwater Embankment) 294 CUYD
214A000 Structure Excavation 1,607 CUYD
214B001 Foundation Backfill, Commercial 672 CUYD
215B000 Cofferdams Or Sheeting And Shoring, Box Culvert (1) LS
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 125 Ton
405A000 Tack Coat 192 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 2,830 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
220 Ton
424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix,ESAL Range C/D
354 Ton
424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
50 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" Maximum AggregateSize Mix, ESAL Range C/D
198 Ton
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 65 Ton
502A000 Steel Reinforcement 66,953 LB
524A011 Culvert Concrete (Cast In Place) 339 CUYD
530A001 18" Roadway Pipe (Class 3 R.C.) 10 LF
530A003 30" Roadway Pipe (Class 3 R.C.) 48 LF
533A348 18" Storm Sewer Pipe (Class 3 R.C.) (Extension) 5 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 5 Each
610C001 Loose Riprap, Class 2 2,666 Ton
Item No. Description Quantity UnitsST-067-999-005 Page: 2
610D003 Filter Blanket, Geotextile 2,596 SQYD
614A000 Slope Paving 1 CUYD
614B000 Reinforced Slope Paving 63 CUYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 198 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 1 Each
620A000 Minor Structure Concrete 3 CUYD
621A011 Junction Boxes, Type 1 Or 1P 2 Each
621C001 Inlets, Type B 1 Each
621C017 Inlets, Type S1 Or S3 (2 Wing) 1 Each
621C049 Inlets, Type S1 Or S3 (2 Wing) (Modified) 1 Each
621D015 Inlet Units, Type S1 Or S3 2 Each
623A003 Concrete Gutter (4' 0" Wide) 29 LF
623C000 Combination Curb & Gutter, Type C 227 LF
630A001 Steel Beam Guardrail, Class A, Type 2 225 LF
630C050 Guardrail End Anchor, Type 20 Series 2 Each
654A001 Solid Sodding (Bermuda) 841 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665C010 Temporary Pipe 100 LF
665E000 Polyethylene 500 SQYD
665G000 Sand Bags 1,200 Each
665J002 Silt Fence 300 LF
665N003 Temporary Coarse Aggregate,ALDOT Number 2 50 Ton
665O001 Silt Fence Removal 300 LF
665P005 Inlet Protection, Stage 3 Or 4 3 Each
665Q002 Wattle 1,000 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ $47,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701C001 Solid Temporary Traffic Stripe 2 Mile
701D008 Solid Traffic Stripe Removed (Plastic) 2 Mile
703A002 Traffic Control Markings, Class 2, Type A 666 SQFT
703D001 Temporary Traffic Control Markings 272 SQFT
705A011 Pavement Markers, Class C, Type 1-A 278 Each
705A023 Pavement Markers, Class C, Type 2-D 139 Each
705A037 Pavement Markers, Class A-H, Type 2-D 28 Each
726A000 Portable Concrete Safety Barriers, Type 6 240 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 20 LF
726D020 Portable Impact Attenuator Assembly (Unidirectional,TL-2) 2 Each
740B000 Construction Signs 600 SQFT
740C000 Special Construction Signs 74 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 30 Each
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 5 Each
Item No. Description Quantity UnitsST-067-999-005 Page: 3
740M001 Ballast For Cone 30 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150130098Contract ID:January 30, 2015Letting Date:
Projects:Counties: BALDWIN
Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-287 from the junction ofSR-3 (US-31) to the intersection of SR-59 in Bay Minette. Length 1.925 mi.
30 Working Days
The Bracket Estimate on this project is from $ to $ .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:
$10.00
09899-309-022-287-501
Item No. Description Quantity Units405A000 Tack Coat 5,475 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 52,460 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum Aggregate SizeMix, ESAL Range C/D
4,329 Ton
424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
25 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
100 Ton
600A000 Mobilization (1) LS
665G000 Sand Bags 50 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 26,000.00) (1) LS
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) 4 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 967 LF
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 4 Mile
701D007 Solid Traffic Stripe Removed (Paint) 4 Mile
701D014 Broken Traffic Stripe Removed (Paint) 4 Mile
703A002 Traffic Control Markings, Class 2, Type A 4,825 SQFT
703B002 Traffic Control Legends, Class 2, Type A 763 SQFT
703D001 Temporary Traffic Control Markings 1,876 SQFT
703E001 Temporary Traffic Control Legends 546 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 188 Each
705A037 Pavement Markers, Class A-H, Type 2-D 248 Each
705A038 Pavement Markers, Class A-H, Type 2-E 48 Each
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
97 SQFT
710B001 Roadway Sign Post (#3 "U" Channel Galvanized Steel) 182 LF
730H001 Loop Wire LF
740B000 Construction Signs 682 SQFT
740E000 Cones (36 Inches High) 250 Each
740M001 Ballast For Cone 250 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each
20150130200Contract ID:January 30, 2015Letting Date:
Projects: STPAA-NR13(941)Counties: COLBERT, FRANKLIN, , AND
Contract Time:
Description: for constructing the Curb Ramp Installations and Modifications on Various State Routes atVarious Locations.
85 Working Days
The Bracket Estimate on this project is from $443,194 to $541,682 .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:
$15.00
200
THIS PROJECT HAS BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BY QUALIFIEDSBE CONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT AND ALDOT OFFICEENGINEER.
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 1,154 SQYD
206D002 Removing Curb 1,248 LF
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 1,262 SQYD
618C000 Truncated Dome Retrofit 210 SQFT
622A000 Manhole Covers Reset 1 Each
623C000 Combination Curb & Gutter, Type C 103 LF
654A001 Solid Sodding (Bermuda) 441 SQYD
665E000 Polyethylene 100 SQYD
665G000 Sand Bags 50 Each
665Q002 Wattle 100 LF
674A000 Construction Safety Fence 100 LF
680A001 Geometric Controls (1) LS
703A002 Traffic Control Markings, Class 2, Type A 1,313 SQFT
703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 1,297 SQFT
740B000 Construction Signs 492 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.