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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]: 334.264.7976cell: 334.322.1754 cell: 334.850.5328
NOTICE TO CONTRACTORS
The U.S. Department of Labor recently announced new regulations that
affect the salary threshold for overtime pay. The new rule takes effect on
December 1, 2016.
FOR FURTHER INFORMATION CONTACT:
Director, Division of Regulations, Legislation and Interpretation, U.S.
Department of Labor, Wage and Hour Division, Room S-3502, 200
Constitution Avenue, N.W., Washington, D.C. 20210; (202) 693-0675.
A complete copy of the Final Rule (508 pages) is available online at
http://federalregister.gov/a/2016-11754
NOTICE TO CONTRACTORS
Your attention is directed to an upcoming revision of Special
Provision No. 12-0095 (Disadvantaged Business Enterprise)
which will be effective January 1, 2017.
Modifications will be made to sections 111.03, 111.09(a) and
111.09(b) of this Special Provision. These sections will
require the apparent low bidder to submit its DBE
utilization plan within FIVE calendar days of the letting date
to the Department and contain severe penalties if the
apparent low bidder fails to do so. This will be a change
from the current required SEVEN calendar days to FIVE
calendar days.
Again, this change will become effective on January 1, 2017.
NOTICE TO CONTRACTORS
The Alabama Immigration Law, Beason-Hammon Alabama Taxpayer
and Citizen Act, requires that a certificate of compliance form be
completed and submitted to the Department for each contract prior to
award. This form must have an original signature, and the project cannot
be awarded without the form. This is effective beginning with the
January 31, 2014 letting.
This certificate of compliance form is available on ALDOT’S website
(http://www.dot.state.al.us/Project Letting Information) and should be
furnished to the Alabama Department of Transportation by the apparent
low bidder within 10 days of the letting for non-early award contracts,
and within 5 days for early award contracts at the following address:
Alabama Department of Transportation
C/o Ms. Lori Coleman
1409 Coliseum Boulevard, Room E-101
Montgomery, Alabama 36110
ALABAMA DEPARTMENT OF TRANSPORTATION1409 Coliseum Boulevard, Room E-108, Montgomery, Alabama 36130-3050
Bureau of Office EngineerPlans and Proposals Section
Telephone: 334-242-6444 Fax: 334-264-7976www.dot.state.al.us
Robert Bentley John R. CooperGovernor Transportation Director
, 201
Re: 201 Calendar YearBid Tabulations Subscription Alabama Department of Transportation Lettings
To Whom It May Concern:
Bid Tabulations are available, at no charge, at the Alabama Department of Transportation website: www.dot.state.al.us. If you prefer to subscribe to the mail out service there is a fee of $35.00 per calendar year.
Please mail check payable to “Alabama Department of Transportation” and mail it to:
ALABAMA DEPARTMENT OF TRANSPORTATION C/O OFFICE ENGINEER
1409 COLISEUM BOULEVARD ROOM E-108 MONTGOMERY, AL 36110
Please return this letter with your remittance and type your address in the space provided below as you wish it to appear on our mailing list. Please note we are limited to 4 lines of 35 spaces each.
__________________________________
__________________________________
__________________________________
__________________________________
ALABAMA DEPARTMENT OF TRANSPORTATION1409 Coliseum Boulevard, Room E-108, Montgomery, Alabama 36130-3050
Bureau of Office EngineerPlans and Proposals Section
Telephone: 334-242-6444 Fax: 334-264-7976www.dot.state.al.us
Robert Bentley John R. CooperGovernor Transportation Director
, 201
Re: 201 Calendar YearNotice to Contractors Subscription Alabama Department ofTransportation Lettings
To Whom It May Concern:
The Notice to Contractors, are available, at no charge, at the Alabama Department ofTransportation website: www.dot.state.al.us. If you prefer to subscribe to the mail out service there is a fee of $40.00 per calendar year.
This mailing fee applies to all people who desire the service including Contractors, Subcontractors, Suppliers, General Public, etc.
Please make your check payable to “Alabama Department of Transportation” and mail it to:
ALABAMA DEPARTMENT OF TRANSPORTATION C/O OFFICE ENGINEER
1409 COLISEUM BOULEVARD, ROOM E-108 MONTGOMERY, AL 36110
Please return this letter with your remittance, and type or print your company name with your current address in the spaces below as you wish it to appear on our mailing list. Please note we are limited to 4 lines of 35 spaces each.
____________________________________________
____________________________________________
____________________________________________
____________________________________________
____________________________________________
ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD
MONTGOMERY ALABAMA 36110-2060
201 SPECIAL AND STANDARD HIGHWAY DRAWINGS
The Alabama Department of Transportation is using the 201 Edition of the Special and Standard Highway Drawings Book for projects let during Calendar Year 201 . 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
Rev.
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ALD
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e &
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ate
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13. U
nits
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orke
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.Uni
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10. T
ype
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/S/M
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ALD
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14. A
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. Am
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Block Number
1. ALDOT Project Number2. County3. Region4. Prime Contractor For the Project5. DBE for this Report6. Date of Report7. ALDOT Estimate Number8.9.
10.
11. Unit Price of Work12. Units13.14.15. Units Performed to Date16.17.18.19.20.
Submittals: 1) Invoices are required for all supplier and manufacturer credit.2) Tickets are required for all “Stocking the Plant” hauling. 3) In lieu of completing the form, the prime contractor may note “See attached” on the
form and attach a similar form (i.e. subcontractor estimate) provided it has the same data. If the contractor chooses to do this, he will have to adjust the credit on the actual DBE-10 if the DBE is a supplier.
Notes: 1) If data is entered electronically via Excel file, Blocks 14, 16, 18 and 19 will calculate amounts and totals based on unit entries.
2) The form format is for the contractor's convenience. Every effort is made to ensure accuracy, but the prime contractor is responsible for checking all calculations prior to submittal.
3) The worksheets in this workbook are protected (but not password protected) to allow you to tab through only the fields that require data entry. If you need to make changes to the worksheet you can unprotect the worksheets by going to the menu (Tools Protection UnProtect Sheet ). Just remember if you unprotect a worksheet, you will need to check the accuracy of the calculations to make certain the formulas were not altered or that the formulas work correctly.
Type of DBE, i.e. Contractor (C), Supplier (S), Manufacturer (M), or Brokerage/Fee (BF) work
Units of Work Accomplished this PeriodAmount Performed for this Period (Block 11 times Block 13)
Revised 5-2015
Alabama Department of TransportationALDOT Form DBE 10 Instructions
Instructions
Work Period for this Estimate (Beginning Date - Ending Date)Description of Work - Must include Pay Item No. and Description (Also denote if Partial such as Hauling, Stocking, Furnish & Tie, S.I.P. Forms, etc.)
Amount Performed to Date (Block 11 times Block 15)Comments Pertinent to this DBE-10Total of Amounts in Block 14Total of Amounts in Block 16Signature of Prime Contractor's Authorized Representative, Printed Name & Title and Date Signed
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
PLANSPRICE
BIDDINGPROPOSAL(ONE EACH)
PLANSQTY.
Non-bid (sample) proposals are available upon request. Sample bidding proposals will not be accepted asofficial bidding proposal submission.
NOTE: You must be pre-qualified to purchase a bidding proposal and are limited to one bidding proposalper project. Bidding files are available at our website http://alletting.dot.state.al.us.
NON-BIDPROPOSAL
QTY.
$38.00 001 . IMF-I065(411), CHILTON$5.00 $5.00
$44.00 004 . RPF-0133(506), COLBERT$5.00 $5.00
$6.00 007 . ACBRZ59366-ATRP(005), CHILTON$5.00 $5.00
$34.00 008 . ACBRZ59436-ATRP(005), ETC., TALLADEGA$5.00 $5.00
$5.00 010 . ACBRZ61139-ATRP(016), LEE$5.00 $5.00
$7.00 011 . ACBRZ61306-ATRP(008), MARSHALL$5.00 $5.00
$4.00 015 . ACNU62227-ATRP(014), PERRY$5.00 $5.00
$41.00 018 . BR-0009(516), CLEBURNE$5.00 $5.00
$25.00 019 . BR-0173(500), HENRY$5.00 $5.00
$14.00 023 . BRZ-5913(251), SHELBY$5.00 $5.00
$7.00 026 . CMAQ-NR13(933), JEFFERSON, ETC.$5.00 $5.00
$5.00 029 . ERPR-9010(946), BULLOCK$5.00 $5.00
$6.00 030 . ERPR-9010(961), MACON$5.00 $5.00
$6.00 031 . ERPR-9010(963), MONTGOMERY$5.00 $5.00
$11.00 034 . IM-I065(463), CULLMAN$5.00 $5.00
$10.00 036 . NH-0002(568), COLBERT, ETC.$5.00 $5.00
$3.00 037 . NH-0003(598), MORGAN$5.00 $5.00
$4.00 038 . NH-0008(586), MONTGOMERY$5.00 $5.00
$12.00 039 . NH-0053(578), PIKE$5.00 $5.00
$5.00 040 . NH-0074(528), WINSTON$5.00 $5.00
$3.00 041 . NH-0269(506), JEFFERSON$5.00 $5.00
$7.00 044 . NH-HSIP-0009(561), COVINGTON$5.00 $5.00
$7.00 045 . NH-0149(501), JEFFERSON$5.00 $5.00
$9.00 048 . STPAA-0003(599), BALDWIN$5.00 $5.00
$12.00 052 . STPAA-HSIP-0131(502), BARBOUR$5.00 $5.00
$6.00 053 . STPAA-HSIP-0159(503), PICKENS$5.00 $5.00
$17.00 059 . STPMB-7550(603), MOBILE$5.00 $5.00
December 2, 2016
$3.00 062 . STPNU-1216(250), CHOCTAW$5.00 $5.00
$3.00 063 . STPNU-2314(254), DALE$5.00 $5.00
$3.00 065 . STPNU-2916(250), FAYETTE$5.00 $5.00
$4.00 066 . STPNU-3815(250), LAMAR$5.00 $5.00
$2.00 067 . STPNU-4014(251), LAWRENCE$5.00 $5.00
$3.00 068 . STPNU-4316(250), LOWNDES, ETC.$5.00 $5.00
$5.00 069 . STPNU-5616(250), RANDOLPH$5.00 $5.00
$4.00 070 . STPNU-5716(254), RUSSELL$5.00 $5.00
$12.00 073 . STPOA-0202(522), CALHOUN$5.00 $5.00
$4.00 074 . STPOA-2216(250), CULLMAN$5.00 $5.00
$12.00 077 . ST-035-053-003, HOUSTON$5.00 $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:
_____ 2016 STANDARD HIGHWAY DRAWINGS_____ 2016 METRIC STANDARD HIGHWAY DRAWINGS_____ 2016 STANDARD HIGHWAY DRAWING US AND METRIC (CD)
$125.00$125.00
$25.00_____ 2012 STANDARD SPECIFICATIONS BOOK_____ CURRENT QUALIFIED CONTRACTORS LIST_____ CURRENT BRIDGE POSTING MAP & CHART
$20.00$5.00$2.00
December 2, 2016
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 Transportation 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 or her bid is considered," Further, Section 34-8-8, Codeof 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 or 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 - $50,000.00) made payable to the Alabama Department ofTransportation must accompany each bid as evidence of good faith.
In accordance with the rules and regulations of The Alabama Department of Transportation, proposals will be issued onlyto prequalified contractors or their authorized representatives, upon requests that are received before 10 AM., on the dayprevious to the day of opening of bids.
Sealed bids will be received by the Director of Transportation at the office of the Alabama Department of Transportation,Montgomery, Alabama until 10:00 AM on December 02, 2016 and at that time publicly opened for constructing thefollowing projects as described herein.
For Federal Aid Projects:
Minimum Wage Rates have been pre-determined by the Secretary of Labor and are set forth in theadvertised specifications. Federal Aid Projects are also subject to the contract work hours and SafetyStandards Act and its implementing regulations.
JOHN R. COOPERTransportation Director
20161202001Contract ID:December 02, 2016Letting Date:
Projects:County: CHILTON
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Planing, Resurfacing, Deceleration Lane Extension, Bridge Rail Retrofit,Guardrail, and Traffic Stripe on I-65 from the SR-3 (US-31) interchange to the SR-145interchange in Clanton. Length 6.236 mi.
190 Working Days
The Bracket Estimate on this project is from $11,127,435 to $13,600,198 .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:
$38.00
001IMF-I065(411)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
1 Acre)(1) LS
206D001 Removing Guardrail 11,475 LF
206E008 Removing Guardrail End Anchor (All Type) 86 Each
206E014 Removing Guardrail End Anchor (Type 2A) 6 Each
210A000 Unclassified Excavation 517 CUYD
210D011 Borrow Excavation (A4 Or Better) 2,779 CUYD
210F001 Borrow Excavation (Underwater Embankment) 200 Ton
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 8,145 Ton
405A000 Tack Coat 70,108 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 3,537 SQYD
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 310,411 SQYD
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 23,634 Ton
423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size 21,485 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
10,804 Ton
424B585 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E
200 Ton
424B588 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL E
29,346 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
10,203 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B688 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
12,070 Ton
424B692 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range C/D
263 Ton
428A001 Scoring Bituminous Pavement Surface 24 Mile
530F000 Video Inspection of Existing Roadway Pipe 5,893 LF
534D000 Cleaning Existing Drop Inlet 33 Each
534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 3,668 LF
534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 314 LF
534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 1,370 LF
600A000 Mobilization (1) LS
Item No. Description Quantity UnitsIMF-I065(411) Page: 2
609B000 Geotextile Filter For Aggregate Slope Protection 1,329 SQYD
629E013 Bridge Rail Retrofit,Type BC(NJ) 959 LF
630A034 Steel Beam Guardrail, Class A, Type 2 (8'-0" Post) 12,563 LF
630C001 Guardrail End Anchor, Type 8 39 Each
630C003 Guardrail End Anchor, Type 13 6 Each
630C050 Guardrail End Anchor, Type 20 Series 5 Each
630C070 Guardrail End Anchor, Type 10 Series 38 Each
654A001 Solid Sodding (Bermuda) 1,329 SQYD
665B001 Temporary Mulching 5 Ton
665G000 Sand Bags 630 Each
665J002 Silt Fence 1,486 LF
665O001 Silt Fence Removal 1,486 LF
665P005 Inlet Protection, Stage 3 Or 4 35 Each
665Q002 Wattle 870 LF
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 594,000.00) (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) 16 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 13 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 5,334 LF
701C000 Broken Temporary Traffic Stripe 25 Mile
701C001 Solid Temporary Traffic Stripe 75 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 480 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,108 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,108 LF
701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 480 LF
701H002 Solid Traffic Stripe Removed (Tape) 2,216 LF
701H007 Broken Traffic Stripe Removed (Tape) 480 LF
703A002 Traffic Control Markings, Class 2, Type A 2,693 SQFT
703D001 Temporary Traffic Control Markings 280 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 1,010 Each
705A031 Pavement Markers, Class A-H, Type 1-A 827 Each
705A032 Pavement Markers, Class A-H, Type 1-B 214 Each
705A037 Pavement Markers, Class A-H, Type 2-D 49 Each
726A000 Portable Concrete Safety Barriers, Type 6 1,205 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 20 LF
726D020 Portable Impact Attenuator Assembly (Unidirectional,TL-2) 2 Each
728A000 Truck Mounted Impact Attenuator Unit 2 Each
730H001 Loop Wire 798 LF
731A010 Traffic Counting Units, Type K 2 Each
740B000 Construction Signs 2,271 SQFT
740D000 Channelizing Drums 300 Each
740E000 Cones (36 Inches High) 20 Each
740I002 Warning Lights, Type B 150 Each
740M001 Ballast For Cone 20 Each
Item No. Description Quantity UnitsIMF-I065(411) Page: 3
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 6 Each
( ) Item will be bid as lump sum.
20161202004Contract ID:December 02, 2016Letting Date:
Projects:County: COLBERT
DBE Goal Percent: 10.00Contract Time:
Description: for constructing the Additional Lanes (Grade, Drain, Base, Pave, Traffic Stripe, and SignalModifications) on SR-133 from the junction of SR-20 (Alternate US-72) to south of the NorfolkSouthern Railroad in Muscle Shoals. Length 1.046 mi.
225 Working Days
The Bracket Estimate on this project is from $5,729,960 to $7,003,284 .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:
$44.00
004RPF-0133(506)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
33 Acres)(1) LS
205A006 Removal Of Structures, Structure No. 6 1 Each
205A009 Removal Of Structures, Structure No. 9 1 Each
205A010 Removal Of Structures, Structure No. 10 1 Each
205A011 Removal Of Structures, Structure No. 11 1 Each
206B001 Removal Of Old Box Culvert, Station 81+42.21 (1) LS
206C000 Removing Concrete Sidewalk 45 SQYD
206C002 Removing Concrete Slope Paving 32 SQYD
206D000 Removing Pipe 1,329 LF
206D003 Removing Curb And Gutter 983 LF
206D005 Removing Gutter 89 LF
206D011 Removing Fence 4,292 LF
206E000 Removing Headwalls 2 Each
206E001 Removing Inlets 4 Each
206E002 Removing Junction Boxes 2 Each
210A000 Unclassified Excavation 48,380 CUYD
210D000 Borrow Excavation 15,143 CUYD
210D101 Borrow Excavation (Sand Fill, Complete In Place) 178 CUYD
210F001 Borrow Excavation (Underwater Embankment) 11,621 Ton
210F002 Borrow Excavation (Underwater Backfill) (ALDOT #57) 39 Ton
214A000 Structure Excavation 1,430 CUYD
214B001 Foundation Backfill, Commercial 729 CUYD
224A000 Lime Sink Excavation 300 CUYD
224C002 Special Backfill For Lime Sink, ALDOT #57, #67 Or #467 400 Ton
224D000 Concrete Seal For Lime Sink 20 CUYD
232A018 Lime Stabilization, Class 2, 12 Inches Thick 46,706 SQYD
243A035 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 3 3,785 SQYD
250B002 Disposal Of Hydrocarbon Contaminated Soil (Specialty Item) 50 CUYD
250C000 Underground Storage Tank Removal (Specialty Item) 1 Each
250N000 Removal/Disposal Of Tank Contents (Sludge) (Specialty Item) 1,150 Gal
260A000 Cement Mortar Flowable Backfill, Mix 1 6 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 50,875 SQYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 116 Ton
401A000 Bituminous Treatment A 48,523 SQYD
Item No. Description Quantity UnitsRPF-0133(506) Page: 2
401A013 Bituminous Treatment JG 1,500 SQYD
405A000 Tack Coat 9,594 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 26,122 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
5,335 Ton
424A366 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
500 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
6,696 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
1,410 Ton
424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
5,696 Ton
424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D
12,977 Ton
424C368 Superpave Bituminous Concrete Base Layer, Leveling, 1" Maximum Aggregate SizeMix, ESAL Range C/D
500 Ton
428A001 Scoring Bituminous Pavement Surface 3 Mile
430B003 Aggregate Surfacing (ALDOT #57) 417 Ton
430B014 Aggregate Surfacing (ALDOT #410 Modified) 717 Ton
430B046 Aggregate Surfacing (Aldot #2) 2,092 Ton
502A000 Steel Reinforcement 34,806 LB
524A010 Culvert Concrete 184 CUYD
530A008 60" Roadway Pipe (Class 3 R.C.) 118 LF
530B014 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.) (Extension) 82 LF
530C001 18" Roadway Pipe, Jacked Installation (Smooth Steel) 172 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 451 LF
533A350 30" Storm Sewer Pipe (Class 3 R.C.) (Extension) 39 LF
533A855 12" Storm Sewer Pipe 35 LF
534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 250 LF
535A001 18" Side Drain Pipe 235 LF
535A002 24" Side Drain Pipe 299 LF
535B009 18" Span, 11" Rise Side Drain Pipe 590 LF
535B010 36" Span, 23" Rise Side Drain Pipe 56 LF
535B011 22" Span, 14" Rise Side Drain Pipe 137 LF
535B012 29" Span, 18" Rise Side Drain Pipe 36 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 32 Each
606A000 6" Underdrain Pipe 300 LF
608A000 Separation Geotextile 9,456 SQYD
610C001 Loose Riprap, Class 2 114 Ton
610D003 Filter Blanket, Geotextile 4,992 SQYD
614A000 Slope Paving 149 CUYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 36 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 2 Each
619A009 60" Roadway Pipe End Treatment, Class 1 2 Each
Item No. Description Quantity UnitsRPF-0133(506) Page: 3
619A054 30" Roadway Pipe End Treatment, Class 2 1 Each
619A101 18" Side Drain Pipe End Treatment, Class 1 12 Each
619A102 24" Side Drain Pipe End Treatment, Class 1 10 Each
619B018 36" Span, 23" Rise Roadway Pipe End Treatment, Class 1 1 Each
619B115 18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1 2 Each
619B116 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 2 Each
619B117 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 2 Each
619B143 36" Span, 23" Rise Side Drain Pipe End Treatment, Class 2 2 Each
619B337 18" Span, 11" Rise Side Drain Pipe End Treatment, Class 1 (Double Line) 10 Each
619B396 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 (Double Line) 2 Each
620A000 Minor Structure Concrete 9 CUYD
621A011 Junction Boxes, Type 1 Or 1P 2 Each
621C008 Inlets, Type E 6 Each
621C020 Inlets, Type Y 2 Each
621D008 Inlet Units, Type E 5 Each
621D019 Inlet Units, Type Y 2 Each
634A002 Industrial Fence, 6 Feet High 37 LF
650A000 Topsoil 2,287 CUYD
650B000 Topsoil From Stockpiles 3,468 CUYD
652A100 Seeding 25 Acre
652A110 Seeding(Wetland Mix) 1 Acre
652C000 Mowing 50 Acre
654A000 Solid Sodding 10,978 SQYD
656A010 Mulching 25 Acre
659C001 Erosion Control Product, Type S3 764 SQYD
659C004 Erosion Control Product, Type C2 845 SQYD
659C005 Erosion Control Product, Type C4 823 SQYD
659C006 Erosion Control Product, Type C6 839 SQYD
665A000 Temporary Seeding 18 Acre
665B001 Temporary Mulching 54 Ton
665E000 Polyethylene 500 SQYD
665F000 Hay Bales 60 Each
665G000 Sand Bags 420 Each
665H005 Flow Baffle 432 LF
665I000 Temporary Riprap, Class 2 414 Ton
665I002 Temporary Riprap, Class 1 132 Ton
665J002 Silt Fence 10,901 LF
665K000 Drainage Sump Excavation 1,210 CUYD
665N000 Temporary Coarse Aggregate,ALDOT Number 1 600 Ton
665N001 Temporary Coarse Aggregate,ALDOT Number 4 80 Ton
665O001 Silt Fence Removal 10,901 LF
665P005 Inlet Protection, Stage 3 Or 4 13 Each
665Q002 Wattle 6,560 LF
665X000 Basin Dewatering Device 2 Each
666A001 Pest Control Treatment 25 Acre
672C100 Flocculant Application, Ditch Check 1,476 Each
Item No. Description Quantity UnitsRPF-0133(506) Page: 4
672C102 Flocculant Application, Sedimentation Basin 72 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 455,795.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 4 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) 3 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 478 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 3,371 LF
701C000 Broken Temporary Traffic Stripe 9 Mile
701C001 Solid Temporary Traffic Stripe 20 Mile
701D005 Solid Traffic Stripe Removed 5 Mile
701D013 Broken Traffic Stripe Removed 1 Mile
703A002 Traffic Control Markings, Class 2, Type A 6,274 SQFT
703B002 Traffic Control Legends, Class 2, Type A 740 SQFT
703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 273 SQFT
703D001 Temporary Traffic Control Markings 1,730 SQFT
705A023 Pavement Markers, Class C, Type 2-D 145 Each
705A030 Pavement Markers, Class A-H, Type 2-C 250 Each
705A031 Pavement Markers, Class A-H, Type 1-A 163 Each
705A032 Pavement Markers, Class A-H, Type 1-B 331 Each
705A037 Pavement Markers, Class A-H, Type 2-D 206 Each
705A038 Pavement Markers, Class A-H, Type 2-E 185 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
107 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
27 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
154 LF
726A000 Portable Concrete Safety Barriers, Type 6 1,270 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 70 LF
726D026 Portable Impact Attenuator Assembly (Bi-directional,TL-3) 3 Each
730A000 Removal Of Existing Traffic Control Unit ( SR-133 at US-72/SR-20) (1) LS
730A001 Removal Of Existing Traffic Control Unit ( SR-133 at CR-22) (1) LS
730C000 Furnishing And Installing Traffic Control Unit ( SR-133 at US-72/SR-20) (1) LS
730C001 Furnishing And Installing Traffic Control Unit ( SR-133 at CR-22) (1) LS
730E000 Metal Traffic Signal Pole Foundation 8 Each
730G001 Metal Traffic Signal Strain Pole 8 Each
730H001 Loop Wire 12,000 LF
730I001 Loop Detector Lead-In-Cable 17,725 LF
730J010 Vehicle Loop Detector 40 Each
730K000 Traffic Signal Junction Box 23 Each
730L002 1", Metallic, Conduit 40 LF
730L003 1", Non-Metallic, Conduit 120 LF
730L005 2", Non-Metallic, Conduit 2,185 LF
730N010 Luminaire Extension Assembly, 15 ft 8 Each
730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 27 Each
Item No. Description Quantity UnitsRPF-0133(506) Page: 5
730P024 Vehicular Signal Head, 12 Inch, 5 Section, Type LED 3 Each
730R022 Controller Assembly, Type III, 8 Phase 2 Each
730T000 Wood Pole 1 Each
740B000 Construction Signs 1,883 SQFT
740D000 Channelizing Drums 550 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 16 Each
740I002 Warning Lights, Type B 8 Each
740M001 Ballast For Cone 50 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 690 LF
999 000 Trainee Hours At 80 Cents Per Hour 1,240 HOUR
( ) Item will be bid as lump sum.
20161202007Contract ID:December 02, 2016Letting Date:
Projects:County: CHILTON
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Bridge Replacement (Precast) on CR-32 over Walnut Creek northeast ofClanton. Length 0.022 mi.
55 Working Days
The Bracket Estimate on this project is from $479,416 to $585,952 .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
007ACBRZ59366-ATRP(005)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
1 Acre)(1) LS
206A000 Removal Of Old Bridge, Station 368+53 (1) LS
210A000 Unclassified Excavation 50 CUYD
502A000 Steel Reinforcement 900 LB
505G003 Pile Points (Type A, 12") 10 Each
505G004 Pile Points (Type A, 14") 10 Each
505H000 Pilot Holes 270 LF
505M002 Steel Piling Furnished And Driven (HP 12x53) 550 LF
505M004 Steel Piling Furnished And Driven (HP 14x73) 220 LF
507A000 Wire Rope Abutment Anchor Assembly 2 Each
510A000 Bridge Substructure Concrete, Class A 24 CUYD
511A000 Elastomeric Bearing Type 1 44 Each
512A014 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By 33'-0" Long 2 Each
512B004 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0" Deep By 31'-6" Long 2 Each
512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 18 Each
512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 6 Each
512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 2 Each
512D030 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 4 Each
512E002 Precast Concrete Abutment Panels, Type A3 16 Each
512F002 Precast Concrete Wing Panels, Type W3 8 Each
512G000 Precast Concrete Abutment Wing Cap Panels 4 Each
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 250 Ton
610D003 Filter Blanket, Geotextile 190 SQYD
630C000 Guardrail End Anchor, Type 10 4 Each
630C003 Guardrail End Anchor, Type 13 4 Each
665F000 Hay Bales 50 Each
665J002 Silt Fence 680 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 15,000.00) (1) LS
740B000 Construction Signs 141 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20161202008Contract ID:December 02, 2016Letting Date:
Projects:County: TALLADEGA
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Bridge Replacements on Isbell Circle over Town Creek; on West Streetover Isbell Branch; and on Coosa Street over Isbell Branch in Talladega. Length 0.201 mi.
180 Working Days
The Bracket Estimate on this project is from $1,144,959 to $1,399,394 .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:
$34.00
008ACBRZ59436-ATRP(005), ACBRZ59439-ATRP(005)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
1 Acre)(1) LS
206A000 Removal Of Old Bridge, Station STA 11+14.63 (West Street) (1) LS
206A001 Removal Of Old Bridge, Station 11+16.70 (Coosa Street) (1) LS
206A002 Removal Of Old Bridge, Station 11+97.60 (1) LS
206C000 Removing Concrete Sidewalk 134 SQYD
206C010 Removing Concrete Driveway 33 SQYD
206D000 Removing Pipe 66 LF
206D001 Removing Guardrail 149 LF
206D022 Removing Retaining Wall 61 LF
206E001 Removing Inlets 3 Each
206E005 Removing Concrete Posts 2 Each
209A000 Mailbox Reset, Single 3 Each
210A000 Unclassified Excavation 614 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 922 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 150 CUYD
214A000 Structure Excavation 1,383 CUYD
214B001 Foundation Backfill, Commercial 836 CUYD
230A000 Roadbed Processing 5 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 2,785 SQYD
305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 90 Ton
401A000 Bituminous Treatment A 1,475 SQYD
405A000 Tack Coat 50 Gal
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 207 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
187 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
243 Ton
424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
10 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
12 Ton
424B669 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
13 Ton
430B034 Aggregate Surfacing (ALDOT #57 Crushed Stone) 60 Ton
502A000 Steel Reinforcement 105,760 LB
517A002 Galvanized Steel Pipe Handrail 80 LF
524A010 Culvert Concrete 336 CUYD
Item No. Description Quantity UnitsACBRZ59436-ATRP(005) Page: 2
529A020 Retaining Wall # RW-1 234 SQFT
529A021 Retaining Wall # RW-2 94 SQFT
529A022 Retaining Wall # RW-3 145 SQFT
529A023 Retaining Wall # RW-4 289 SQFT
529A024 Retaining Wall # RW-5 145 SQFT
529A025 Retaining Wall # RW-6 454 SQFT
529A026 Retaining Wall # RW-7 241 SQFT
529A027 Retaining Wall # RW-8 164 SQFT
530A001 18" Roadway Pipe (Class 3 R.C.) 46 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 265 LF
533A348 18" Storm Sewer Pipe (Class 3 R.C.) (Extension) 24 LF
535A078 15" Side Drain Pipe (Class 3 R.C.) 48 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 26 Each
610C001 Loose Riprap, Class 2 1,667 Ton
610D003 Filter Blanket, Geotextile 1,233 SQYD
618A000 Concrete Sidewalk, 4" Thick 167 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 136 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 2 Each
619A100 15" Side Drain Pipe End Treatment, Class 1 6 Each
620A000 Minor Structure Concrete 20 CUYD
621A005 Junction Boxes, Type 1 1 Each
621C027 Inlets, Type C 1 Each
621C035 Inlets, Type B (Surface Grates) 1 Each
621C109 Inlets, Type PD 2 Each
621D109 Inlet Units, Type PD 1 Each
622A002 Manhole Covers Reset (Sanitary) 2 Each
630A001 Steel Beam Guardrail, Class A, Type 2 399 LF
630C050 Guardrail End Anchor, Type 20 Series 6 Each
630C070 Guardrail End Anchor, Type 10 Series 3 Each
641A512 3/4 Inch Copper Water Service Line Laid 167 LF
641A614 8 Inch Ductile Iron Water Main Laid 80 LF
641A746 6 Inch P.V.C. Water Main Laid 365 LF
641D500 Fire Hydrant 1 Each
641J516 6 Inch Gate Valve With Box 4 Each
641L500 Concrete for Water Mains (Thrust Blocks) 5 CUYD
641P601 Connection to Existing Water System 2 Each
641R510 3/4 Inch Water Meter And Box Reset 3 Each
645A510 8 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 130 LF
645A548 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 377 LF
645H510 48 Inch Manhole 5 Each
645I500 48 Inch Manhole Unit 2 Each
645M500 Connection To Existing Manhole 2 Each
649A800 2 Inch HDPE Encasement Pipe, Type 3 Installation 167 LF
650A000 Topsoil 381 CUYD
652A100 Seeding 3 Acre
Item No. Description Quantity UnitsACBRZ59436-ATRP(005) Page: 3
652C000 Mowing 1 Acre
656A010 Mulching 3 Acre
659C004 Erosion Control Product, Type C2 114 SQYD
659C005 Erosion Control Product, Type C4 35 SQYD
665A000 Temporary Seeding 5 Acre
665B001 Temporary Mulching 11 Ton
665F000 Hay Bales 50 Each
665G000 Sand Bags 200 Each
665J002 Silt Fence 2,206 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 60 Ton
665O001 Silt Fence Removal 2,206 LF
665Q002 Wattle 278 LF
666A001 Pest Control Treatment 1 Acre
674A000 Construction Safety Fence 1,000 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 62,000.00) (1) LS
703A002 Traffic Control Markings, Class 2, Type A 88 SQFT
703D001 Temporary Traffic Control Markings 88 SQFT
740B000 Construction Signs 318 SQFT
740D000 Channelizing Drums 50 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 18 Each
740I002 Warning Lights, Type B 9 Each
740M001 Ballast For Cone 50 Each
( ) Item will be bid as lump sum.
20161202010Contract ID:December 02, 2016Letting Date:
Projects:County: LEE
Contract Time:
Description: for constructing the Bridge Replacement (Precast) on CR-376 over a tributary to OsanippaCreek. Length 0.007 mi.
35 Working Days
The Bracket Estimate on this project is from $236,323 to $288,839 .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
010ACBRZ61139-ATRP(016)
Item No. Description Quantity Units206A000 Removal Of Old Bridge, Station 50+07.00 (1) LS
505G003 Pile Points (Type A, 12") 12 Each
505H000 Pilot Holes 150 LF
505M002 Steel Piling Furnished And Driven (HP 12x53) 430 LF
507A000 Wire Rope Abutment Anchor Assembly 2 Each
511A000 Elastomeric Bearing Type 1 22 Each
512A014 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By 33'-0" Long 2 Each
512C019 Precast Concrete Type 1 Span Section, 3'-6" Wide x 2'-0" Deep x 40'-0" Long 6 Each
512C027 Precast Concrete Type 2C Span Section, 3-6" Wide x 2'-0" Deep x 40'-0" Long 2 Each
512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 2 Each
512E002 Precast Concrete Abutment Panels, Type A3 16 Each
512F002 Precast Concrete Wing Panels, Type W3 8 Each
512G000 Precast Concrete Abutment Wing Cap Panels 4 Each
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 175 Ton
610D003 Filter Blanket, Geotextile 150 SQYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665G000 Sand Bags 200 Each
665J002 Silt Fence 1,005 LF
665Q002 Wattle 400 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 7,500.00) (1) LS
740B000 Construction Signs 125 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20161202011Contract ID:December 02, 2016Letting Date:
Projects:County: MARSHALL
Contract Time:
Description: for constructing the Bridge Replacement on CR-213 (Glendale Road) at Eddy Branchnortheast of Arab. Length 0.009 mi.
90 Working Days
The Bracket Estimate on this project is from $268,650 to $328,350 .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
011ACBRZ61306-ATRP(008)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
1 Acre)(1) LS
206A000 Removal Of Old Bridge, Station 13+83.89 (1) LS
214A000 Structure Excavation 1,128 CUYD
214B001 Foundation Backfill, Commercial 141 CUYD
502A000 Steel Reinforcement 33,426 LB
524A011 Culvert Concrete (Cast In Place) 241 CUYD
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 12 Each
610C001 Loose Riprap, Class 2 235 Ton
610D003 Filter Blanket, Geotextile 326 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 150 LF
630C050 Guardrail End Anchor, Type 20 Series 4 Each
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665J002 Silt Fence 400 LF
665Q002 Wattle 200 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 8,000.00) (1) LS
740B000 Construction Signs 122 SQFT
740F002 Barricades, Type III 7 Each
740I002 Warning Lights, Type B 5 Each
( ) Item will be bid as lump sum.
20161202015Contract ID:December 02, 2016Letting Date:
Projects:County: PERRY
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-21 fromthe junction of CR-1 to the Dallas County Line. Length 2.746 mi.
30 Working Days
The Bracket Estimate on this project is from $775,794 to $948,192 .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
015ACNU62227-ATRP(014)
Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 350 CUYD
302A000 Full Depth Reclamation, 10 Inches Thick 36,472 SQYD
302B000 Portland Cement For Full Depth Reclamation 1,004 Ton
401A000 Bituminous Treatment A 34,816 SQYD
401B107 Bituminous Treatment KG (With Polymer Additive) 34,816 SQYD
405A000 Tack Coat 6,964 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
3,100 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,041 Ton
600A000 Mobilization (1) LS
650A000 Topsoil 800 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665J002 Silt Fence 1,100 LF
665O001 Silt Fence Removal 1,100 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 40,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 6 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 4 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 2 Mile
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 11 Mile
703A004 Traffic Control Markings, Class 2T, Type A 110 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 44 Each
705A037 Pavement Markers, Class A-H, Type 2-D 245 Each
740B000 Construction Signs 215 SQFT
740E000 Cones (36 Inches High) 25 Each
740M001 Ballast For Cone 25 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20161202018Contract ID:December 02, 2016Letting Date:
Projects:County: CLEBURNE
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, Detour Bridge, andBridge) on SR-9 over Cahulga Creek south of I-20 near Belltown. Length 0.473 mi.
225 Working Days
The Bracket Estimate on this project is from $3,089,770 to $3,776,386 .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:
$41.00
018BR-0009(516)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
2 Acres)(1) LS
206A000 Removal Of Old Bridge, Station 1331+23.30 (1) LS
210A000 Unclassified Excavation 4,778 CUYD
210D000 Borrow Excavation 29,492 CUYD
210E001 Borrow Excavation (Underwater Embankment) 4,000 CUYD
214A000 Structure Excavation 1,374 CUYD
214B001 Foundation Backfill, Commercial 687 CUYD
231B001 Roadbed Stabilizing Material, ALDOT #467 250 Ton
235A000 Detour Bridge At Station 31+62.00, Diversion (1) LS
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 4,400 SQYD
401A000 Bituminous Treatment A 4,400 SQYD
405A000 Tack Coat 1,185 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 1,400 SQYD
408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 5,663 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
563 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
361 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
780 Ton
424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
523 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D
240 Ton
428A001 Scoring Bituminous Pavement Surface 1 Mile
450B000 Reinforced Cement Concrete Bridge End Slab 196 SQYD
502A000 Steel Reinforcement 50,258 LB
502B000 Steel Reinforcement For Bridge Superstructure, Station 1330+90.00, Approximately80,500 Pounds
(1) LS
505A002 Steel Test Piles (HP 12x53) 1 Each
505B057 Static Loading Tests (HP 12x53) 1 Each
505B087 Dynamic Loading Tests (HP 12x53) 1 Each
505I000 Temporary Steel Sheet Piling 2,025 SQFT
505M002 Steel Piling Furnished And Driven (HP 12x53) 1,063 LF
506A008 Drilled Shaft Excavation, 4'-0" Diameter 206 LF
Item No. Description Quantity UnitsBR-0009(516) Page: 2
506C042 Drilled Shaft Construction, 4'-0" Diameter, Class DS1 Concrete 214 LF
506G002 Crosshole Sonic Logging, 4'-0" Diameter 1 Each
508A000 Structural Steel 7,800 LB
510A007 Bridge Substructure Concrete 154 CUYD
510C051 Bridge Concrete Superstructure, Station 1330+90.00, Approximately 328 Cubic Yards (1) LS
510E000 Grooving Concrete Bridge Decks 1,132 SQYD
511A052 Elastomeric Bearing Type 2 (Mark B3) 36 Each
513B005 Pretensioned-Prestressed Concrete Girders, Type III (Specialty Item) 1,416 LF
524B011 Culvert Concrete Extension (Cast In Place) 44 CUYD
600A000 Mobilization (1) LS
601A000 Furnishing Base, Soil And Structure Laboratories 1 Each
602A000 Right Of Way Markers 6 Each
610C001 Loose Riprap, Class 2 2,673 Ton
610D003 Filter Blanket, Geotextile 2,764 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 1,625 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 2,851 CUYD
652A100 Seeding 6 Acre
654A000 Solid Sodding 144 SQYD
656A010 Mulching 6 Acre
659C002 Erosion Control Product, Type S2 10,100 SQYD
659C004 Erosion Control Product, Type C2 2,025 SQYD
665A000 Temporary Seeding 6 Acre
665B001 Temporary Mulching 18 Ton
665C010 Temporary Pipe 750 LF
665D001 Temporary Pipe End Treatment 16 Each
665G000 Sand Bags 250 Each
665I000 Temporary Riprap, Class 2 75 Ton
665J002 Silt Fence 9,500 LF
665K000 Drainage Sump Excavation 80 CUYD
665N000 Temporary Coarse Aggregate,ALDOT Number 1 265 Ton
665O001 Silt Fence Removal 9,500 LF
665Q002 Wattle 375 LF
666A001 Pest Control Treatment 6 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 157,500.00) (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) 1 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 4 Mile
701D005 Solid Traffic Stripe Removed 1 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 480 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 240 LF
705A011 Pavement Markers, Class C, Type 1-A 40 Each
Item No. Description Quantity UnitsBR-0009(516) Page: 3
705A023 Pavement Markers, Class C, Type 2-D 80 Each
705A032 Pavement Markers, Class A-H, Type 1-B 4 Each
705A037 Pavement Markers, Class A-H, Type 2-D 32 Each
726A000 Portable Concrete Safety Barriers, Type 6 280 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 40 LF
726D021 Portable Impact Attenuator Assembly (Bi-directional,TL-2) 4 Each
740B000 Construction Signs 526 SQFT
740D000 Channelizing Drums 30 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 2 Each
740L006 Vertical Panel, Type II (Double-Sided) 54 Each
740M001 Ballast For Cone 50 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
999 000 Trainee Hours At 80 Cents Per Hour 720 HOUR
( ) Item will be bid as lump sum.
20161202019Contract ID:December 02, 2016Letting Date:
Projects:County: HENRY
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, and Bridge) on SR-173over Blackwood Creek in Headland. Length 0.330 mi.
175 Working Days
The Bracket Estimate on this project is from $3,342,052 to $4,084,731 .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:
$25.00
019BR-0173(500)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
8 Acres)(1) LS
206A000 Removal Of Old Bridge, Station 127+04.00 (1) LS
206C010 Removing Concrete Driveway 40 SQYD
206D000 Removing Pipe 42 LF
206D001 Removing Guardrail 100 LF
206E008 Removing Guardrail End Anchor (All Type) 8 Each
210A000 Unclassified Excavation 12,069 CUYD
210D011 Borrow Excavation (A4 Or Better) 14,014 CUYD
212A000 Machine Grading Shoulders 249 STA
215B000 Cofferdams Or Sheeting And Shoring, Station 125+90.00 (1) LS
230A000 Roadbed Processing 13 RBST
301A025 Crushed Aggregate Base Course, Type B, Road Mixed, 6" Compacted Thickness 5,251 SQYD
401A000 Bituminous Treatment A 4,772 SQYD
405A000 Tack Coat 4,617 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
410H000 Material Remixing Device 1 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range C/D
1,107 Ton
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
322 Ton
424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
600 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
100 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
100 Ton
424B659 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D
4,634 Ton
424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
712 Ton
428A001 Scoring Bituminous Pavement Surface 1 Mile
430B000 Aggregate Surfacing (ALDOT #467 Or #57) 1,000 Ton
430B050 Aggregate Surfacing(ALDOT#1) 1,100 Ton
450B000 Reinforced Cement Concrete Bridge End Slab 196 SQYD
502A000 Steel Reinforcement 47,400 LB
502B000 Steel Reinforcement For Bridge Superstructure, Station 125+90.00, Approximately100,500 Pounds
(1) LS
505G003 Pile Points (Type A, 12") 64 Each
505M002 Steel Piling Furnished And Driven (HP 12x53) 3,362 LF
Item No. Description Quantity UnitsBR-0173(500) Page: 2
508A000 Structural Steel 7,895 LB
510A007 Bridge Substructure Concrete 294 CUYD
510C051 Bridge Concrete Superstructure, Station 125+90.00, Approximately 429 Cubic Yards (1) LS
510E000 Grooving Concrete Bridge Decks 1,390 SQYD
511A072 Elastomeric Bearing Type 4 (Mark VB3) 24 Each
511A073 Elastomeric Bearing Type 4 (Mark VB4) 12 Each
513B005 Pretensioned-Prestressed Concrete Girders, Type III (Specialty Item) 940 LF
513B017 Pretensioned-Prestressed Concrete Girders, Type BT-72 (Specialty Item) 804 LF
535A002 24" Side Drain Pipe 292 LF
535B013 44" Span, 27" Rise Side Drain Pipe 64 LF
600A000 Mobilization (1) LS
601A000 Furnishing Base, Soil And Structure Laboratories 1 Each
602A000 Right Of Way Markers 14 Each
602B000 Land Survey Markers 1 Each
606A000 6" Underdrain Pipe 500 LF
610C001 Loose Riprap, Class 2 5,240 Ton
610D003 Filter Blanket, Geotextile 4,322 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 40 SQYD
619A102 24" Side Drain Pipe End Treatment, Class 1 8 Each
619B144 44" Span, 27" Rise Side Drain Pipe End Treatment, Class 2 2 Each
630A001 Steel Beam Guardrail, Class A, Type 2 400 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 5,768 CUYD
652A100 Seeding 3 Acre
652C000 Mowing 3 Acre
654A001 Solid Sodding (Bermuda) 10,584 SQYD
656A010 Mulching 3 Acre
659C002 Erosion Control Product, Type S2 600 SQYD
665A000 Temporary Seeding 3 Acre
665B001 Temporary Mulching 9 Ton
665J002 Silt Fence 3,375 LF
665K000 Drainage Sump Excavation 25 CUYD
665L000 Floating Basin Boom 600 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 505 Ton
665O001 Silt Fence Removal 3,375 LF
665Q002 Wattle 700 LF
666A001 Pest Control Treatment 3 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 166,165.00) (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) 5 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 22 Mile
701D007 Solid Traffic Stripe Removed (Paint) 1 Mile
Item No. Description Quantity UnitsBR-0173(500) Page: 3
701D008 Solid Traffic Stripe Removed (Plastic) 1 Mile
701D014 Broken Traffic Stripe Removed (Paint) 1 Mile
701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 590 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 295 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 590 LF
705A037 Pavement Markers, Class A-H, Type 2-D 44 Each
740B000 Construction Signs 916 SQFT
740C000 Special Construction Signs 4 SQFT
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 16 Each
740I002 Warning Lights, Type B 12 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
999 000 Trainee Hours At 80 Cents Per Hour 720 HOUR
( ) Item will be bid as lump sum.
20161202023Contract ID:December 02, 2016Letting Date:
Projects:County: SHELBY
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Bridge Replacement and Approaches on CR-311 over Mill Creek. Length0.191 mi.
180 Working Days
The Bracket Estimate on this project is from $789,264 to $964,656 .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
023BRZ-5913(251)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00) (Approximately 1 Acre) (1) LS
206A000 Removal Of Old Bridge, Station 18+36.13 (1) LS
206D000 Removing Pipe 28 LF
210A000 Unclassified Excavation 1,930 CUYD
210D011 Borrow Excavation (A4 Or Better) 9,197 CUYD
230A000 Roadbed Processing 10 RBST
301A004 Crushed Aggregate Base Course, Type B, Plant Mixed, 4" Compacted Thickness 5,723 SQYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 100 Ton
401A000 Bituminous Treatment A 1,878 SQYD
405A000 Tack Coat 100 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
128 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
208 Ton
450B000 Reinforced Cement Concrete Bridge End Slab 89 SQYD
502A001 Steel Reinforcement (Grade 60) 17,414 LB
502B000 Steel Reinforcement For Bridge Superstructure, Station 18+14.40, Approximately10,578 lbs
(1) LS
506A005 Drilled Shaft Excavation, 3'-6" Diameter 37 LF
506B002 Special Drilled Shaft Excavation, 3'-6" Diameter 24 LF
506C041 Drilled Shaft Construction, 3'-6" Diameter, Class DS1 Concrete 61 LF
506G001 Crosshole Sonic Logging, 3'-6" Diameter 6 Each
508A000 Structural Steel 2,489 LB
510A007 Bridge Substructure Concrete 84 CUYD
510C051 Bridge Concrete Superstructure, Station 18+14.40, Approximately 63 Cubic Yards (1) LS
510E000 Grooving Concrete Bridge Decks 210 SQYD
516F010 Prefabricated Truss Span (Installation), Number 1, Station 18+14.40, BIN 021017(Specialty Item)
(1) LS
535A002 24" Side Drain Pipe 56 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 4 Each
610C001 Loose Riprap, Class 2 554 Ton
610D003 Filter Blanket, Geotextile 553 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 50 LF
630A020 Steel Beam Guardrail, Class B, Type 2 (Rail Element Only) 150 LF
630C070 Guardrail End Anchor, Type 10 Series 4 Each
650A000 Topsoil 475 CUYD
Item No. Description Quantity UnitsBRZ-5913(251) Page: 2
652A100 Seeding 1 Acre
652C000 Mowing 1 Acre
656A010 Mulching 1 Acre
659C002 Erosion Control Product, Type S2 1,900 SQYD
659C005 Erosion Control Product, Type C4 750 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665F000 Hay Bales 150 Each
665I000 Temporary Riprap, Class 2 26 Ton
665J002 Silt Fence 1,390 LF
665O001 Silt Fence Removal 1,390 LF
665Q002 Wattle 120 LF
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 43,000.00) (1) LS
701E000 Solid Temporary Traffic Stripe 2,022 LF
701G249 Solid White, Class 2, Type A Traffic Stripe 2,022 LF
701G263 Solid Yellow, Class 2, Type A Traffic Stripe 2,022 LF
705A037 Pavement Markers, Class A-H, Type 2-D 23 Each
740B000 Construction Signs 235 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20161202026Contract ID:December 02, 2016Letting Date:
Projects:Counties: JEFFERSON AND SHELBY
Contract Time:
Description: for constructing the Traffic Signal System Upgrades on SR-3 (US-31), Lorna Road, SR-150,Grove Boulevard, Galleria Boulevard, Chapel Lane, Jim Wilson Jr. Parkway, and CR-17 inHoover.
55 Working Days
The Bracket Estimate on this project is from $891,370 to $1,089,453 .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
026CMAQ-NR13(933)
Item No. Description Quantity Units600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 29,000.00) (1) LS
730R150 Controller Unit, Type III, 8 phase 61 Each
730Z000 Computer Equipment, Desktop (1) LS
734N053 Ethernet Field Switch, Type C 61 Each
740B000 Construction Signs 1,106 SQFT
740D000 Channelizing Drums 120 Each
740E000 Cones (36 Inches High) 120 Each
740M001 Ballast For Cone 120 Each
745A000 Uniformed Police Officer 61 HOUR
( ) Item will be bid as lump sum.
20161202029Contract ID:December 02, 2016Letting Date:
Projects:County: BULLOCK
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Slope Repair on SR-6 (US-82) at Milepost 182.200 just west of thejunction of CR-37.
30 Working Days
The Bracket Estimate on this project is from $153,204 to $187,250 .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
029ERPR-9010(946)
Item No. Description Quantity Units210A000 Unclassified Excavation 900 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 830 CUYD
243A035 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 3 600 SQYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 130 Ton
315A004 Drainage Plane Material, 12 Inches Thick 600 SQYD
405A000 Tack Coat 35 Gal
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 80 SQYD
424A364 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
20 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
30 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
85 Ton
428A001 Scoring Bituminous Pavement Surface 1 Mile
600A000 Mobilization (1) LS
608A000 Separation Geotextile 1,200 SQYD
610D003 Filter Blanket, Geotextile 25 SQYD
650A000 Topsoil 20 CUYD
652A100 Seeding 1 Acre
652C000 Mowing 1 Acre
656A010 Mulching 1 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665G000 Sand Bags 15 Each
665J002 Silt Fence 400 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 50 Ton
665O001 Silt Fence Removal 400 LF
665Q002 Wattle 60 LF
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 12,500.00) (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) 1 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 1 Mile
705A037 Pavement Markers, Class A-H, Type 2-D 10 Each
Item No. Description Quantity UnitsERPR-9010(946) Page: 2
726A000 Portable Concrete Safety Barriers, Type 6 300 LF
740B000 Construction Signs 347 SQFT
740E000 Cones (36 Inches High) 20 Each
740M001 Ballast For Cone 20 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20161202030Contract ID:December 02, 2016Letting Date:
Projects:County: MACON
Contract Time:
Description: for the Bridge Scour Repair on I-85 at MP 44.991 northeast of Tuskegee.
40 Working Days
The Bracket Estimate on this project is from $257,345 to $314,533 .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
030ERPR-9010(961)
Item No. Description Quantity Units504G000 Steel Piling Encasement, Wet Condition 96 LF
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 2,000 Ton
610D003 Filter Blanket, Geotextile 1,338 SQYD
665J002 Silt Fence 430 LF
665L000 Floating Basin Boom 420 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 250 Ton
665O001 Silt Fence Removal 430 LF
665Q002 Wattle 40 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 8,500.00) (1) LS
740B000 Construction Signs 880 SQFT
740D000 Channelizing Drums 100 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20161202031Contract ID:December 02, 2016Letting Date:
Projects:County: MONTGOMERY
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Slope Repair on SR-9 /US-331 (Southbound Lane) at Milepost 75.600 justnorth of the junction of Merrit Hay Road. Length 0.047 mi.
45 Working Days
The Bracket Estimate on this project is from $198,108 to $242,132 .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
031ERPR-9010(963)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
1 Acre)(1) LS
210A000 Unclassified Excavation 1,001 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 50 CUYD
219A000 Rock Buttress For Landslide Correction 2,634 Ton
219C003 Special Filter Blanket, Geotextile 1,030 SQYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 55 Ton
530A100 15" Roadway Pipe (Class 3 R.C.) (Extension) 24 LF
530A101 18" Roadway Pipe (Class 3 R.C.) (Extension) 32 LF
600A000 Mobilization (1) LS
610A002 Loose Riprap,Class 2,12" Thick 40 SQYD
610D003 Filter Blanket, Geotextile 250 SQYD
619A100 15" Side Drain Pipe End Treatment, Class 1 1 Each
619A101 18" Side Drain Pipe End Treatment, Class 1 1 Each
620A000 Minor Structure Concrete 1 CUYD
631F001 Steel Beam Guardrail, Class A, Type 2 Relocated 350 LF
650A000 Topsoil 45 CUYD
652A100 Seeding 1 Acre
654A001 Solid Sodding (Bermuda) 150 SQYD
656A010 Mulching 1 Acre
659C002 Erosion Control Product, Type S2 100 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665G000 Sand Bags 50 Each
665J002 Silt Fence 250 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 50 Ton
665O001 Silt Fence Removal 250 LF
665Q002 Wattle 100 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 16,000.00) (1) LS
740B000 Construction Signs 259 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 100 Each
740M001 Ballast For Cone 100 Each
( ) Item will be bid as lump sum.
20161202034Contract ID:December 02, 2016Letting Date:
Projects:County: CULLMAN
DBE Goal Percent: 8.00Contract Time:
Description: for constructing the Roadway Rehabilitation (Planing, Resurfacing, and Traffic Stripe) on I-65from the Blount County Line to south of the CR-222 interchange in Good Hope. Length 13.545mi.
150 Working Days
The Bracket Estimate on this project is from $7,388,244 to $9,030,076 .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
034IM-I065(463)
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 113 SQYD
405A000 Tack Coat 41,457 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 27 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 548,715 SQYD
408B000 Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 698,542 SQYD
410H000 Material Remixing Device 1 Each
410I000 Smoothness Testing, Certified Inertial Profiler 1 Each
420A015 Polymer Modified Open Graded Friction Course 19,533 Ton
420B000 Open Graded Friction Course Tack Coat 34,845 Gal
423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 6,195 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
15,822 Ton
424C364 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate SizeMix, ESAL Range C/D
2,350 Ton
428A001 Scoring Bituminous Pavement Surface 54 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 2,147 Ton
453C000 Removal Of Concrete Pavement Slab 761 SQYD
453D000 Concrete Pavement Replacement Slab 212 CUYD
454A002 Cleaning And Sealing Concrete Pavement, Type II, Joints 316,963 LF
454A003 Cleaning And Sealing Concrete Pavement, Type II, Cracks 2,783 LF
455A000 Grinding Concrete Pavement 507 SQYD
460A000 Patching 13,000 LB
534A000 Cleaning Pipe Underdrain Outlets 139 Each
600A000 Mobilization (1) LS
601A000 Furnishing Base, Soil And Structure Laboratories 1 Each
605A001 Pavement Edge Drain 7,620 LF
618A001 Concrete Sidewalk, 6" Thick 113 SQYD
652C000 Mowing 153 Acre
665Q002 Wattle 3,000 LF
674A000 Construction Safety Fence 200 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 414,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 34 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 34 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 28 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 13,194 LF
701C000 Broken Temporary Traffic Stripe 29 Mile
Item No. Description Quantity UnitsIM-I065(463) Page: 2
701C001 Solid Temporary Traffic Stripe 70 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 530 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 530 LF
701G253 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 4,383 LF
701H002 Solid Traffic Stripe Removed (Tape) 1,060 LF
703A002 Traffic Control Markings, Class 2, Type A 25,809 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 636 Each
705A031 Pavement Markers, Class A-H, Type 1-A 3,605 Each
705A032 Pavement Markers, Class A-H, Type 1-B 1,261 Each
705A038 Pavement Markers, Class A-H, Type 2-E 415 Each
728A000 Truck Mounted Impact Attenuator Unit 2 Each
740B000 Construction Signs 1,987 SQFT
740D000 Channelizing Drums 350 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
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 4 Each
999 000 Trainee Hours At 80 Cents Per Hour 520 HOUR
( ) Item will be bid as lump sum.
20161202036Contract ID:December 02, 2016Letting Date:
Projects:Counties: COLBERT AND LAUDERDALE
Contract Time:
Description: for constructing the Bridge Rail Retrofit on SR-2 /US-72 (Eastbound Lanes) over Dry Creeksouth of Muscle Shoals and over Royal Avenue in Florence. Length 0.204 mi.
30 Working Days
The Bracket Estimate on this project is from $167,529 to $204,758 .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
036NH-0002(568)
Item No. Description Quantity Units206D001 Removing Guardrail 705 LF
206D003 Removing Curb And Gutter 198 LF
206E008 Removing Guardrail End Anchor (All Type) 4 Each
206E014 Removing Guardrail End Anchor (Type 2A) 2 Each
206E042 Removing Inlets (Partial) 4 Each
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 18 Ton
600A000 Mobilization (1) LS
621C167 Inlets, Type E (Partial) 4 Each
623C000 Combination Curb & Gutter, Type C 198 LF
629E015 Bridge Rail Retrofit, Type SC(CB) 204 LF
630A001 Steel Beam Guardrail, Class A, Type 2 864 LF
630A023 Steel Beam Guardrail,Class B,Type 2(Thrie Beam Bridge Rail Retrofit) 338 LF
630C001 Guardrail End Anchor, Type 8 3 Each
630C003 Guardrail End Anchor, Type 13 2 Each
630C050 Guardrail End Anchor, Type 20 Series 3 Each
654A001 Solid Sodding (Bermuda) 132 SQYD
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 5,500.00) (1) LS
740B000 Construction Signs 835 SQFT
740D000 Channelizing Drums 50 Each
740E000 Cones (36 Inches High) 250 Each
740I002 Warning Lights, Type B 4 Each
740M001 Ballast For Cone 250 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20161202037Contract ID:December 02, 2016Letting Date:
Projects:County: MORGAN
DBE Goal Percent: 8.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-3 (US-31) from the FlintCreek Bridge to near the junction of Atkeson Drive in Decatur. Length 2.536 mi.
55 Working Days
The Bracket Estimate on this project is from $1,625,090 to $1,986,222 .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
037NH-0003(598)
Item No. Description Quantity Units206D001 Removing Guardrail 1,138 LF
206E008 Removing Guardrail End Anchor (All Type) 16 Each
209A000 Mailbox Reset, Single 2 Each
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,605 Ton
405A000 Tack Coat 7,571 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 83,702 SQYD
410H000 Material Remixing Device 1 Each
410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
5,809 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
619 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
500 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
5,704 Ton
600A000 Mobilization (1) LS
629E015 Bridge Rail Retrofit, Type SC(CB) 2,620 LF
630A001 Steel Beam Guardrail, Class A, Type 2 825 LF
630C003 Guardrail End Anchor, Type 13 16 Each
630C050 Guardrail End Anchor, Type 20 Series 16 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 92,000.00) (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) 5 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 7,015 LF
701C000 Broken Temporary Traffic Stripe 16 Mile
701C001 Solid Temporary Traffic Stripe 29 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,066 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,066 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,066 LF
701H001 Solid Traffic Stripe Removed (Plastic) 2,132 LF
701H006 Broken Traffic Stripe Removed (Plastic) 1,066 LF
703A002 Traffic Control Markings, Class 2, Type A 511 SQFT
703B002 Traffic Control Legends, Class 2, Type A 202 SQFT
Item No. Description Quantity UnitsNH-0003(598) Page: 2
703D001 Temporary Traffic Control Markings 1,021 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 336 Each
740B000 Construction Signs 1,094 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 250 Each
740M001 Ballast For Cone 250 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20161202038Contract ID:December 02, 2016Letting Date:
Projects:County: MONTGOMERY
DBE Goal Percent: 8.00Contract Time:
Description: for constructing the Planing, Resurfacing, Bridge Rail Retrofit, and Traffic Stripe on SR-8 fromsouth of the junction of SR-6 to north of the I-85 Interchange in Montgomery. Length 3.107 mi.
105 Working Days
The Bracket Estimate on this project is from $3,681,833 to $4,500,080 .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
038NH-0008(586)
Item No. Description Quantity Units206D001 Removing Guardrail 600 LF
206E008 Removing Guardrail End Anchor (All Type) 20 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 500 CUYD
212A000 Machine Grading Shoulders 400 STA
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 400 Ton
401B100 Bituminous Treatment E (With Polymer Additive) 122,000 SQYD
405A000 Tack Coat 17,300 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 15 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 75,880 SQYD
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 29,340 SQYD
408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 122,000 SQYD
410H000 Material Remixing Device 1 Each
410I000 Smoothness Testing, Certified Inertial Profiler 1 Each
424A280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range E
13,000 Ton
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range C/D
750 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
2,120 Ton
424B280 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range E
15,500 Ton
424B284 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range E
250 Ton
424B288 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range E
250 Ton
428A001 Scoring Bituminous Pavement Surface 7 Mile
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 335 SQYD
629E015 Bridge Rail Retrofit, Type SC(CB) 504 LF
630A001 Steel Beam Guardrail, Class A, Type 2 650 LF
630C001 Guardrail End Anchor, Type 8 2 Each
630C003 Guardrail End Anchor, Type 13 9 Each
630C050 Guardrail End Anchor, Type 20 Series 9 Each
650A000 Topsoil 2,000 CUYD
652A100 Seeding 5 Acre
652C000 Mowing 5 Acre
654A000 Solid Sodding 250 SQYD
656A010 Mulching 5 Acre
Item No. Description Quantity UnitsNH-0008(586) Page: 2
659C002 Erosion Control Product, Type S2 500 SQYD
665F000 Hay Bales 100 Each
665G000 Sand Bags 100 Each
665J002 Silt Fence 250 LF
665O001 Silt Fence Removal 250 LF
665Q002 Wattle 500 LF
666A001 Pest Control Treatment 5 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 214,000.00) (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) 5 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 11 Mile
701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 85 LF
701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 2,500 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 12,950 LF
701C000 Broken Temporary Traffic Stripe 21 Mile
701C001 Solid Temporary Traffic Stripe 26 Mile
701F010 Dotted Temporary Traffic Stripe (Lane Drop) 5,000 LF
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,967 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,967 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,452 LF
701G256 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1,705 LF
701H001 Solid Traffic Stripe Removed (Plastic) 3,419 LF
701H006 Broken Traffic Stripe Removed (Plastic) 1,967 LF
701H011 Dotted Traffic Stripe Removed (Plastic) 85 LF
703A002 Traffic Control Markings, Class 2, Type A 20,860 SQFT
703A011 Traffic Control Markings, Class W, Type A 33 SQFT
703B002 Traffic Control Legends, Class 2, Type A 2,825 SQFT
703B011 Traffic Control Legends, Class W, Type A 45 SQFT
703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 78 SQFT
703D001 Temporary Traffic Control Markings 13,025 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 176 Each
705A031 Pavement Markers, Class A-H, Type 1-A 1,000 Each
705A037 Pavement Markers, Class A-H, Type 2-D 70 Each
740B000 Construction Signs 1,488 SQFT
740D000 Channelizing Drums 400 Each
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 4 Each
745A000 Uniformed Police Officer 1,000 HOUR
( ) Item will be bid as lump sum.
20161202039Contract ID:December 02, 2016Letting Date:
Projects:County: PIKE
DBE Goal Percent: 8.00Contract Time:
Description: for constructing the Resurfacing, Bridge Rail Retrofit, and Traffic Stripe on SR-53 (US-231)from just south of the junction of Airport Road (MP 81.958) to the Montgomery County Line(MP 88.673). Length 6.715 mi.
90 Working Days
The Bracket Estimate on this project is from $2,740,253 to $3,349,198 .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
039NH-0053(578)
Item No. Description Quantity Units206D001 Removing Guardrail 1,888 LF
206E008 Removing Guardrail End Anchor (All Type) 14 Each
212A000 Machine Grading Shoulders 1,190 STA
405A000 Tack Coat 22,263 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 17 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 294,714 SQYD
408B003 Micro-Milling Existing Pavement (Approximately 2.10" thru 3.00" Thick) 640 SQYD
410H000 Material Remixing Device 1 Each
424A281 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range E
21,178 Ton
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
3,108 Ton
424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E
100 Ton
424B702 Superpave Bitmuinous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range E
285 Ton
428A001 Scoring Bituminous Pavement Surface 26 Mile
600A000 Mobilization (1) LS
629E013 Bridge Rail Retrofit,Type BC(NJ) 1,224 LF
630A001 Steel Beam Guardrail, Class A, Type 2 1,750 LF
630C001 Guardrail End Anchor, Type 8 3 Each
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 7 Each
650A000 Topsoil 35 CUYD
652A100 Seeding 33 Acre
652C000 Mowing 97 Acre
656A010 Mulching 33 Acre
665A000 Temporary Seeding 33 Acre
665B001 Temporary Mulching 97 Ton
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 142,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 13 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 14 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 6,672 LF
701C000 Broken Temporary Traffic Stripe 14 Mile
Item No. Description Quantity UnitsNH-0053(578) Page: 2
701C001 Solid Temporary Traffic Stripe 24 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
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 766 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 766 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 766 LF
703A002 Traffic Control Markings, Class 2, Type A 2,120 SQFT
703B002 Traffic Control Legends, Class 2, Type A 583 SQFT
703D001 Temporary Traffic Control Markings 2,120 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 1,485 Each
705A037 Pavement Markers, Class A-H, Type 2-D 40 Each
728A000 Truck Mounted Impact Attenuator Unit 1 Each
740B000 Construction Signs 2,196 SQFT
740D000 Channelizing Drums 60 Each
740E000 Cones (36 Inches High) 160 Each
740I002 Warning Lights, Type B 2 Each
740M001 Ballast For Cone 160 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.
20161202040Contract ID:December 02, 2016Letting Date:
Projects:County: WINSTON
Contract Time:
Description: for constructing the Bridge Rail Retrofit on SR-74 over The Sipsey River.
30 Working Days
The Bracket Estimate on this project is from $140,883 to $172,191 .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
040NH-0074(528)
Item No. Description Quantity Units206D001 Removing Guardrail 763 LF
206E008 Removing Guardrail End Anchor (All Type) 8 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 20 CUYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 230 Ton
600A000 Mobilization (1) LS
629E015 Bridge Rail Retrofit, Type SC(CB) 930 LF
630A001 Steel Beam Guardrail, Class A, Type 2 688 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
654A001 Solid Sodding (Bermuda) 100 SQYD
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
665Q002 Wattle 200 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 4,500.00) (1) LS
740B000 Construction Signs 330 SQFT
740D000 Channelizing Drums 50 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.
20161202041Contract ID:December 02, 2016Letting Date:
Projects:County: JEFFERSON
Contract Time:
Description: for constructing the Bridge Rail Retrofit on SR-269 over The Bayview Lake and BirminghamTerminal Railway Bridges in Birmingham. Length 0.386 mi.
45 Working Days
The Bracket Estimate on this project is from $215,955 to $263,945 .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
041NH-0269(506)
Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 179 SQYD
206D001 Removing Guardrail 1,586 LF
206E008 Removing Guardrail End Anchor (All Type) 6 Each
206E014 Removing Guardrail End Anchor (Type 2A) 4 Each
210D001 Borrow Excavation (Loose Truckbed Measurement) 250 CUYD
430B050 Aggregate Surfacing(ALDOT#1) 27 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 35 SQYD
629E015 Bridge Rail Retrofit, Type SC(CB) 978 LF
630A001 Steel Beam Guardrail, Class A, Type 2 1,625 LF
630C001 Guardrail End Anchor, Type 8 1 Each
630C003 Guardrail End Anchor, Type 13 8 Each
630C050 Guardrail End Anchor, Type 20 Series 2 Each
630C070 Guardrail End Anchor, Type 10 Series 3 Each
650A000 Topsoil 80 CUYD
652A100 Seeding 1 Acre
654A000 Solid Sodding 760 SQYD
656A010 Mulching 1 Acre
665G000 Sand Bags 50 Each
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
665Q002 Wattle 70 LF
666A001 Pest Control Treatment 1 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 8,000.00) (1) LS
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 489 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 489 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 489 LF
701H002 Solid Traffic Stripe Removed (Tape) 978 LF
701H007 Broken Traffic Stripe Removed (Tape) 489 LF
740B000 Construction Signs 458 SQFT
740D000 Channelizing Drums 50 Each
741C001 Portable Sequential Arrow And Chevron Sign Unit (Truck Mounted) 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20161202044Contract ID:December 02, 2016Letting Date:
Projects:County: COVINGTON
Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-9 from0.300 mile north of the junction of Rodney J. Evans Drive to the North City Limits of Florala.Length 2.042 mi.
30 Working Days
The Bracket Estimate on this project is from $553,971 to $677,075 .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
044NH-HSIP-0009(561)
Item No. Description Quantity Units209A000 Mailbox Reset, Single 2 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 106 CUYD
212A000 Machine Grading Shoulders 215 STA
405A000 Tack Coat 2,643 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 30,050 SQYD
410H000 Material Remixing Device 1 Each
410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
3,075 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
766 Ton
424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D
200 Ton
428A001 Scoring Bituminous Pavement Surface 5 Mile
600A000 Mobilization (1) LS
650A000 Topsoil 1,157 CUYD
652A100 Seeding 3 Acre
652C000 Mowing 17 Acre
656A010 Mulching 3 Acre
659C002 Erosion Control Product, Type S2 450 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 1 Ton
665J002 Silt Fence 330 LF
665O001 Silt Fence Removal 330 LF
665P005 Inlet Protection, Stage 3 Or 4 2 Each
665Q002 Wattle 740 LF
666A001 Pest Control Treatment 3 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 29,000.00) (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) 3 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 8 Mile
Item No. Description Quantity UnitsNH-HSIP-0009(561) Page: 2
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
703A002 Traffic Control Markings, Class 2, Type A 196 SQFT
703D001 Temporary Traffic Control Markings 196 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 70 Each
705A037 Pavement Markers, Class A-H, Type 2-D 200 Each
740B000 Construction Signs 449 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.
20161202045Contract ID:December 02, 2016Letting Date:
Projects:County: JEFFERSON
DBE Goal Percent: 7.00Contract Time:
Description: for constructing the Planing, Resurfacing, Guardrail, and Traffic Stripe on SR-149 from southof the SR-38 (US-280) Overpass to the intersection of Columbiana Road in Homewood.Length 2.951 mi.
80 Working Days
The Bracket Estimate on this project is from $1,796,888 to $2,196,197 .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
045NH-0149(501)
Item No. Description Quantity Units206C017 Removing Concrete Pad 15 SQYD
206D001 Removing Guardrail 468 LF
206E008 Removing Guardrail End Anchor (All Type) 2 Each
209A000 Mailbox Reset, Single 3 Each
210D001 Borrow Excavation (Loose Truckbed Measurement) 100 CUYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,500 Ton
405A000 Tack Coat 10,305 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 10 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 147,201 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
12,968 Ton
424A367 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
746 Ton
424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
627 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
800 Ton
428A001 Scoring Bituminous Pavement Surface 3 Mile
517D002 Galvanized Steel Sidewalk Handrail 30 LF
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 110 SQYD
618C000 Truncated Dome Retrofit 50 SQFT
623C004 Combination Curb & Gutter, Type C (Special) 143 LF
630A001 Steel Beam Guardrail, Class A, Type 2 395 LF
630C050 Guardrail End Anchor, Type 20 Series 1 Each
630C070 Guardrail End Anchor, Type 10 Series 2 Each
650A000 Topsoil 60 CUYD
654A000 Solid Sodding 500 SQYD
656A010 Mulching 1 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665G000 Sand Bags 100 Each
665J002 Silt Fence 1,000 LF
665O001 Silt Fence Removal 1,000 LF
665Q002 Wattle 1,000 LF
666A001 Pest Control Treatment 1 Acre
Item No. Description Quantity UnitsNH-0149(501) Page: 2
698A000 Construction Fuel (Maximum Bid Limited to $ 116,000.00) (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) 7 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 14,602 LF
701C000 Broken Temporary Traffic Stripe 14 Mile
701C001 Solid Temporary Traffic Stripe 32 Mile
703A002 Traffic Control Markings, Class 2, Type A 10,899 SQFT
703B002 Traffic Control Legends, Class 2, Type A 1,435 SQFT
703D001 Temporary Traffic Control Markings 1,278 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 1,271 Each
705A037 Pavement Markers, Class A-H, Type 2-D 42 Each
710A125 Class 7, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14Gauge(Type IV, VII, VIII Or IX Background)
19 SQFT
710B001 Roadway Sign Post (#3 "U" Channel Galvanized Steel) 45 LF
730H001 Loop Wire 39,903 LF
740B000 Construction Signs 2,080 SQFT
740D000 Channelizing Drums 600 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.
20161202048Contract ID:December 02, 2016Letting Date:
Projects:County: BALDWIN
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on SR-3 (US-31) from the junction of SR-16(US-90) to west of the junction of Spanish Village in Spanish Fort. Length 0.735 mi.
30 Working Days
The Bracket Estimate on this project is from $368,617 to $450,531 .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
048STPAA-0003(599)
Item No. Description Quantity Units212A000 Machine Grading Shoulders 77 STA
405A000 Tack Coat 2,966 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 29,658 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
1,935 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
405 Ton
424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
25 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
25 Ton
600A000 Mobilization (1) LS
650A000 Topsoil 250 CUYD
652A100 Seeding 2 Acre
654A000 Solid Sodding 2,500 SQYD
656A010 Mulching 2 Acre
665B001 Temporary Mulching 3 Ton
665J002 Silt Fence 2,000 LF
665O001 Silt Fence Removal 2,000 LF
665Q002 Wattle 500 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 20,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 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) 4,092 LF
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 3 Mile
703A002 Traffic Control Markings, Class 2, Type A 3,037 SQFT
703B002 Traffic Control Legends, Class 2, Type A 449 SQFT
703D001 Temporary Traffic Control Markings 504 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 136 Each
705A031 Pavement Markers, Class A-H, Type 1-A 70 Each
705A032 Pavement Markers, Class A-H, Type 1-B 176 Each
705A037 Pavement Markers, Class A-H, Type 2-D 14 Each
Item No. Description Quantity UnitsSTPAA-0003(599) Page: 2
705A038 Pavement Markers, Class A-H, Type 2-E 89 Each
730H001 Loop Wire 6,150 LF
730I001 Loop Detector Lead-In-Cable 1,250 LF
730K000 Traffic Signal Junction Box 1 Each
730L005 2", Non-Metallic, Conduit 300 LF
740B000 Construction Signs 857 SQFT
740E000 Cones (36 Inches High) 250 Each
740M001 Ballast For Cone 250 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each
( ) Item will be bid as lump sum.
20161202052Contract ID:December 02, 2016Letting Date:
Projects:County: BARBOUR
DBE Goal Percent: 9.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-131 fromthe junction of SR-10 to south of junction of CR-53 in Texasville. Length 8.043 mi.
70 Working Days
The Bracket Estimate on this project is from $1,741,797 to $2,128,863 .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
052STPAA-HSIP-0131(502)
Item No. Description Quantity Units206D001 Removing Guardrail 1,700 LF
206E008 Removing Guardrail End Anchor (All Type) 36 Each
209A000 Mailbox Reset, Single 10 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,959 CUYD
212A000 Machine Grading Shoulders 833 STA
405A000 Tack Coat 10,164 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 8 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 113,373 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
11,222 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
3,583 Ton
424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D
200 Ton
428A001 Scoring Bituminous Pavement Surface 16 Mile
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 75 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 1,363 LF
630C003 Guardrail End Anchor, Type 13 8 Each
630C050 Guardrail End Anchor, Type 20 Series 28 Each
650A000 Topsoil 3,851 CUYD
652A100 Seeding 23 Acre
652C000 Mowing 69 Acre
656A010 Mulching 23 Acre
659C002 Erosion Control Product, Type S2 1,500 SQYD
665A000 Temporary Seeding 8 Acre
665B001 Temporary Mulching 23 Ton
665E000 Polyethylene 225 SQYD
665G000 Sand Bags 175 Each
665J002 Silt Fence 1,105 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 25 Ton
665O001 Silt Fence Removal 1,105 LF
665P005 Inlet Protection, Stage 3 Or 4 1 Each
665Q002 Wattle 2,160 LF
Item No. Description Quantity UnitsSTPAA-HSIP-0131(502) Page: 2
666A001 Pest Control Treatment 23 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 97,600.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 16 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile
701C000 Broken Temporary Traffic Stripe 9 Mile
701C001 Solid Temporary Traffic Stripe 51 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
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,640 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 820 LF
701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 1,500 LF
703A002 Traffic Control Markings, Class 2, Type A 442 SQFT
703D001 Temporary Traffic Control Markings 442 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 295 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,592 Each
740B000 Construction Signs 968 SQFT
740C000 Special Construction Signs 9 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.
20161202053Contract ID:December 02, 2016Letting Date:
Projects:County: PICKENS
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-159 from thejunction of Raymond Robertson Road to the Fayette County Line. Length 4.478 mi.
45 Working Days
The Bracket Estimate on this project is from $1,703,190 to $2,081,677 .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
053STPAA-HSIP-0159(503)
Item No. Description Quantity Units209A000 Mailbox Reset, Single 5 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 98 CUYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 2,220 Ton
401B108 Bituminous Treatment G (With Polymer Additive) 66,526 SQYD
405A000 Tack Coat 12,115 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
410H000 Material Remixing Device 1 Each
410J000 Smoothness Data Collection, Certified Inertial Profilier 1 Each
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
5,156 Ton
424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
46 Ton
424A349 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
32 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
397 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
8,972 Ton
424B677 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B
1,924 Ton
428A001 Scoring Bituminous Pavement Surface 9 Mile
430B050 Aggregate Surfacing(ALDOT#1) 1,490 Ton
600A000 Mobilization (1) LS
609A000 Aggregate Slope Protection 1,039 SQYD
609B000 Geotextile Filter For Aggregate Slope Protection 1,039 SQYD
610C000 Loose Riprap, Class 1 200 Ton
665B001 Temporary Mulching 1 Ton
665J002 Silt Fence 1,000 LF
665O001 Silt Fence Removal 1,000 LF
665Q002 Wattle 500 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 93,000.00) (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
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 60 Mile
703A002 Traffic Control Markings, Class 2, Type A 72 SQFT
Item No. Description Quantity UnitsSTPAA-HSIP-0159(503) Page: 2
703D001 Temporary Traffic Control Markings 144 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 70 Each
705A037 Pavement Markers, Class A-H, Type 2-D 524 Each
740B000 Construction Signs 898 SQFT
740D000 Channelizing Drums 50 Each
740E000 Cones (36 Inches High) 200 Each
740I002 Warning Lights, Type B 6 Each
740M001 Ballast For Cone 200 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20161202059Contract ID:December 02, 2016Letting Date:
Projects:County: MOBILE
Contract Time:
Description: for constructing the Clearing and Grubbing on CR-656 (Zeigler Boulevard) from the junction ofAthey Road to the junction of Forest Hill Drive in Mobile. Length 2.764 mi.
30 Working Days
The Bracket Estimate on this project is from $105,386 to $128,805 .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:
$17.00
059STPMB-7550(603)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
3 Acres)(1) LS
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 400 SQYD
650A000 Topsoil 504 CUYD
652A100 Seeding 3 Acre
654A001 Solid Sodding (Bermuda) 250 SQYD
656A010 Mulching 3 Acre
665A000 Temporary Seeding 3 Acre
665B001 Temporary Mulching 9 Ton
665J002 Silt Fence 10,200 LF
665O001 Silt Fence Removal 10,200 LF
665Q002 Wattle 600 LF
674A000 Construction Safety Fence 1,000 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 9,400.00) (1) LS
740B000 Construction Signs 180 SQFT
740D000 Channelizing Drums 40 Each
740E000 Cones (36 Inches High) 40 Each
740M001 Ballast For Cone 40 Each
( ) Item will be bid as lump sum.
20161202062Contract ID:December 02, 2016Letting Date:
Projects:County: CHOCTAW
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-9 from the junction of SR-17 to thejunction of Bonner Town Road in Toxey. Length 2.539 mi.
30 Working Days
The Bracket Estimate on this project is from $449,823 to $549,784 .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
062STPNU-1216(250)
Item No. Description Quantity Units401A006 Bituminous Treatment G 29,347 SQYD
405A000 Tack Coat 5,958 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
2,508 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
2,607 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
300 Ton
600A000 Mobilization (1) LS
650A000 Topsoil 497 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665F000 Hay Bales 20 Each
665J002 Silt Fence 580 LF
665O001 Silt Fence Removal 580 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 25,200.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 5 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 4 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 1 Mile
701C002 Broken Temporary Traffic Stripe (Paint) 1 Mile
701C003 Solid Temporary Traffic Stripe (Paint) 15 Mile
703A004 Traffic Control Markings, Class 2T, Type A 214 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 60 Each
705A037 Pavement Markers, Class A-H, Type 2-D 350 Each
740B000 Construction Signs 250 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20161202063Contract ID:December 02, 2016Letting Date:
Projects:County: DALE
DBE Goal Percent: 9.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-67 from the intersection of CR-16 tothe junction of SR-27 in Echo. Length 4.728 mi.
30 Working Days
The Bracket Estimate on this project is from $651,297 to $796,030 .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
063STPNU-2314(254)
Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,850 CUYD
212A000 Machine Grading Shoulders 500 STA
401A006 Bituminous Treatment G 61,026 SQYD
405A000 Tack Coat 623 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
5,136 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
100 Ton
424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range A/B
200 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 509 Ton
600A000 Mobilization (1) LS
652A100 Seeding 7 Acre
652C000 Mowing 7 Acre
656A010 Mulching 7 Acre
665F000 Hay Bales 25 Each
665J002 Silt Fence 1,000 LF
665O001 Silt Fence Removal 1,000 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 36,500.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 10 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 6 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 4 Mile
701C000 Broken Temporary Traffic Stripe 7 Mile
701C001 Solid Temporary Traffic Stripe 11 Mile
703A002 Traffic Control Markings, Class 2, Type A 184 SQFT
703D001 Temporary Traffic Control Markings 184 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 194 Each
705A037 Pavement Markers, Class A-H, Type 2-D 417 Each
740B000 Construction Signs 246 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20161202065Contract ID:December 02, 2016Letting Date:
Projects:County: FAYETTE
DBE Goal Percent: 8.00Contract Time:
Description: for constructing the Resurfacing, Traffic Stripe, and Guardrail on CR-53 from the intersectionof CR-50 to the junction of CR-65 and on CR-65 from the junction of CR-53 to the MarionCounty Line. Length 5.501 mi.
30 Working Days
The Bracket Estimate on this project is from $679,443 to $830,431 .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:
$3.00
065STPNU-2916(250)
Item No. Description Quantity Units206D001 Removing Guardrail 860 LF
405A000 Tack Coat 5,300 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
6,050 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
100 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
300 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,500 Ton
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 300 LF
630A004 Steel Beam Guardrail, Class B, Type 2 860 LF
630C022 Guardrail End Anchor, Type Special 8 Each
630C050 Guardrail End Anchor, Type 20 Series 16 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 37,600.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 11 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 9 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 2 Mile
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 9 Mile
703A004 Traffic Control Markings, Class 2T, Type A 426 SQFT
740B000 Construction Signs 443 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.
20161202066Contract ID:December 02, 2016Letting Date:
Projects:County: LAMAR
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-23 from the junction of CR-26 to thejunction of SR-118 (US-278) in Sulligent. Length 7.752 mi.
30 Working Days
The Bracket Estimate on this project is from $775,363 to $947,665 .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
066STPNU-3815(250)
Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 17,307 SQYD
405A000 Tack Coat 6,823 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 8 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
7,870 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
500 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 3,275 Ton
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 250 LF
630C050 Guardrail End Anchor, Type 20 Series 8 Each
665J002 Silt Fence 1,100 LF
665O001 Silt Fence Removal 1,100 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 44,200.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 16 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 9 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 4 Mile
701C000 Broken Temporary Traffic Stripe 7 Mile
701C001 Solid Temporary Traffic Stripe 17 Mile
703A004 Traffic Control Markings, Class 2T, Type A 530 SQFT
703D001 Temporary Traffic Control Markings 530 SQFT
740B000 Construction Signs 560 SQFT
740E000 Cones (36 Inches High) 25 Each
740M001 Ballast For Cone 25 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20161202067Contract ID:December 02, 2016Letting Date:
Projects:County: LAWRENCE
Contract Time:
Description: for constructing the Resurfacing (Triple Layer Bituminous Surface Treatment) and TrafficStripe on CR-214 from the junction of SR-33 north of Langtown to the junction of CR-217.Length 4.029 mi.
30 Working Days
The Bracket Estimate on this project is from $319,256 to $390,202 .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
067STPNU-4014(251)
Item No. Description Quantity Units206D001 Removing Guardrail 120 LF
206E019 Removing Guardrail End Anchor (Type 10) 4 Each
405A000 Tack Coat 1,500 Gal
409A001 Triple Layer Bituminous Treatment 47,286 SQYD
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
715 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 953 Ton
502A001 Steel Reinforcement (Grade 60) 243 LB
524B010 Culvert Concrete Extension 6 CUYD
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 120 LF
630C070 Guardrail End Anchor, Type 10 Series 4 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 17,900.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 9 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 4 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 3 Mile
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 12 Mile
703A002 Traffic Control Markings, Class 2, Type A 284 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 99 Each
705A037 Pavement Markers, Class A-H, Type 2-D 441 Each
740B000 Construction Signs 300 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.
20161202068Contract ID:December 02, 2016Letting Date:
Projects:Counties: LOWNDES AND BUTLER
Contract Time:
Description: for constructing the Widening, Resurfacing, and Traffic Stripe on CR-79 from the junction ofSR-3 (US-31) in Butler County to the junction of SR-185 east of Fort Deposit. Length 1.682mi.
30 Working Days
The Bracket Estimate on this project is from $286,062 to $349,631 .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
068STPNU-4316(250)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 9 SQYD
405A000 Tack Coat 1,303 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
424A336 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range A/B
1,086 Ton
424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
55 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
2,171 Ton
424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B
297 Ton
600A000 Mobilization (1) LS
650A000 Topsoil 741 CUYD
652A100 Seeding 2 Acre
656A010 Mulching 2 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 16,100.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 4 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 2 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 2 Mile
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 4 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 550 LF
703A004 Traffic Control Markings, Class 2T, Type A 44 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 39 Each
705A037 Pavement Markers, Class A-H, Type 2-D 111 Each
740B000 Construction Signs 278 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20161202069Contract ID:December 02, 2016Letting Date:
Projects:County: RANDOLPH
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-92 fromthe intersection of CR-25 to the junction of SR-48 southwest of Graham. Length 9.294 mi.
60 Working Days
The Bracket Estimate on this project is from $1,375,060 to $1,680,629 .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:
$5.00
069STPNU-5616(250)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 118 SQYD
206D001 Removing Guardrail 658 LF
302A000 Full Depth Reclamation, 8 Inches Thick 115,548 SQYD
302B000 Portland Cement For Full Depth Reclamation 2,745 Ton
401A000 Bituminous Treatment A 117,122 SQYD
401B106 Bituminous Treatment JG (With Polymer Additive) 111,701 SQYD
430B043 Aggregate Surfacing (1" Down, Crusher Run) 2,406 Ton
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 250 LF
630A004 Steel Beam Guardrail, Class B, Type 2 658 LF
630C022 Guardrail End Anchor, Type Special 4 Each
630C050 Guardrail End Anchor, Type 20 Series 8 Each
652A100 Seeding 5 Acre
656A010 Mulching 5 Acre
665F000 Hay Bales 300 Each
665J002 Silt Fence 3,000 LF
665O001 Silt Fence Removal 3,000 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 78,100.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 19 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 15 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 5 Mile
701G144 Solid White, Class W, Type A Traffic Stripe 420 LF
701G152 Solid Yellow, Class W, Type A Traffic Stripe 420 LF
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 500 LF
703A002 Traffic Control Markings, Class 2, Type A 550 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 268 Each
705A037 Pavement Markers, Class A-H, Type 2-D 960 Each
740B000 Construction Signs 671 SQFT
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 31 Each
740I002 Warning Lights, Type B 21 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20161202070Contract ID:December 02, 2016Letting Date:
Projects:County: RUSSELL
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-33 (Huguley Road) from the junctionof CR-65 (Haddock Road) to the junction of CR-32 (Padgetts Road). Length 1.749 mi.
30 Working Days
The Bracket Estimate on this project is from $335,741 to $410,350 .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
070STPNU-5716(254)
Item No. Description Quantity Units206E008 Removing Guardrail End Anchor (All Type) 4 Each
210D001 Borrow Excavation (Loose Truckbed Measurement) 300 CUYD
401B108 Bituminous Treatment G (With Polymer Additive) 20,156 SQYD
405A000 Tack Coat 705 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
1,815 Ton
424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
300 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
438 Ton
424C350 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range A/B
353 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 409 Ton
600A000 Mobilization (1) LS
630C022 Guardrail End Anchor, Type Special 4 Each
630C070 Guardrail End Anchor, Type 10 Series 4 Each
665F000 Hay Bales 50 Each
665J002 Silt Fence 250 LF
665O001 Silt Fence Removal 250 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 18,800.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 4 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) 2 Mile
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 5 Mile
703A002 Traffic Control Markings, Class 2, Type A 152 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 83 Each
705A037 Pavement Markers, Class A-H, Type 2-D 215 Each
740B000 Construction Signs 177 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.
20161202073Contract ID:December 02, 2016Letting Date:
Projects:County: CALHOUN
Contract Time:
Description: for constructing the Roadway Lighting along SR-202 at the intersection of CR-109. Length0.378 mi.
60 Working Days
The Bracket Estimate on this project is from $221,433 to $270,641 .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
073STPOA-0202(522)
Item No. Description Quantity Units600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 300 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 2 Ton
665J002 Silt Fence 570 LF
665O001 Silt Fence Removal 570 LF
665Q002 Wattle 120 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 7,500.00) (1) LS
740B000 Construction Signs 240 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
750B601 Roadway Luminaire Assembly with One, LED, 250 Watt Equivalent Luminaire 18 Each
750C010 Pole Foundation,Roadway 18 Each
750D200 Electrical Junction Box,Type 1 1 Each
750E115 Conduit,2 Inch,Rigid Nonmetallic 35 LF
750F025 Conductor, #4 AWG 35 LF
750F029 Conductor, #3/0 AWG 105 LF
750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 3,400 LF
750H005 Service Pole 2 Each
750I015 Lighting Control Center 2 Each
756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 80 LF
( ) Item will be bid as lump sum.
20161202074Contract ID:December 02, 2016Letting Date:
Projects:County: CULLMAN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-1339 & CR-1354 from the junctionof SR-157 in Cullman to the junction of CR-1343. Length 3.638 mi.
30 Working Days
The Bracket Estimate on this project is from $707,772 to $865,054 .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
074STPOA-2216(250)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 92 SQYD
206D001 Removing Guardrail 198 LF
404G001 Pavement Surfacing (Scrub Seal) 46,364 SQYD
405A000 Tack Coat 2,318 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
4,207 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
1,000 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
1,056 Ton
424B647 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range A/B
1,192 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 939 Ton
600A000 Mobilization (1) LS
630C050 Guardrail End Anchor, Type 20 Series 4 Each
630C070 Guardrail End Anchor, Type 10 Series 2 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 39,650.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 8 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 8 Mile
701C001 Solid Temporary Traffic Stripe 15 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 550 LF
703A004 Traffic Control Markings, Class 2T, Type A 404 SQFT
740B000 Construction Signs 600 SQFT
740E000 Cones (36 Inches High) 100 Each
740M001 Ballast For Cone 100 Each
( ) Item will be bid as lump sum.
20161202077Contract ID:December 02, 2016Letting Date:
Projects:County: HOUSTON
Contract Time:
Description: for constructing the Culvert Extension and Slope Repair on SR-53/US-231 (Southbound Lane)at MP 27.100 north of Dothan. Length 0.160 mi.
120 Working Days
The Bracket Estimate on this project is from $975,913 to $1,192,783 .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
077ST-035-053-003
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre)
( Approximately 3 Acres)(1) LS
206B009 Removal Of Old Box Culvert, Partial, Station 21+23 (1) LS
206D002 Removing Curb 11 LF
206D007 Removing Concrete Flume 26 LF
206E000 Removing Headwalls 1 Each
210A000 Unclassified Excavation 4,007 CUYD
210D011 Borrow Excavation (A4 Or Better) 15,324 CUYD
214A000 Structure Excavation 855 CUYD
214B001 Foundation Backfill, Commercial 285 CUYD
502A000 Steel Reinforcement 47,293 LB
524B011 Culvert Concrete Extension (Cast In Place) 261 CUYD
533A932 18" Storm Sewer Pipe (PP) Polypropylene 124 LF
535A004 36" Side Drain Pipe 32 LF
570B000 Excavation For Soil Nail Wall 48 CUYD
570C000 Temporary Soil Nail Wall 30 SQYD
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 4 Each
606A000 6" Underdrain Pipe 2,000 LF
610C001 Loose Riprap, Class 2 1,593 Ton
610D003 Filter Blanket, Geotextile 679 SQYD
614A000 Slope Paving 79 CUYD
621A011 Junction Boxes, Type 1 Or 1P 2 Each
621A019 Junction Boxes, Type 1 Or 2P 1 Each
621B011 Junction Box Units, Type 1 Or 1P 2 Each
621B014 Junction Box Units, Type 1 Or 2P 1 Each
621C008 Inlets, Type E 1 Each
623B000 Concrete Curb, Type N 2 LF
630A001 Steel Beam Guardrail, Class A, Type 2 725 LF
630C050 Guardrail End Anchor, Type 20 Series 2 Each
652A100 Seeding 3 Acre
654A001 Solid Sodding (Bermuda) 8,138 SQYD
656A010 Mulching 3 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665E000 Polyethylene 550 SQYD
Item No. Description Quantity UnitsST-035-053-003 Page: 2
665G000 Sand Bags 50 Each
665J002 Silt Fence 1,850 LF
665K000 Drainage Sump Excavation 10 CUYD
665N000 Temporary Coarse Aggregate,ALDOT Number 1 106 Ton
665O001 Silt Fence Removal 1,850 LF
665Q002 Wattle 150 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 31,000.00) (1) LS
740B000 Construction Signs 529 SQFT
740D000 Channelizing Drums 25 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.