ALABAMA Department of Transportation
www.dot.state.al.us
Notice to Contractors Transportation Letting May 27
10:00 am
Alabama Department of Transportation 1409 Coliseum Boulevard, Room E-108
Montgomery Alabama 36110
Plans and Proposals telephone: 334.242.6444
e-mail: [email protected]: 334.264.7976 cell: 334.322.1754 cell: 334.850.5328
NOTICE TO 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. Sylvia Dryer
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
October , 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
October , 201
Re: 201 Calendar Year Notice 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
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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.
$71.00 001 . NHF-0013(551), LAUDERDALE$5.00 $5.00
$29.00 004 . ACAA59776-ATRP(012), MADISON$5.00 $5.00
$93.00 009 . ACNH-0005(512), ETC., JEFFERSON$5.00 $5.00
$18.00 010 . ACBR59675-ATRP(009), MORGAN$5.00 $5.00
$11.00 014 . ACBRZ59369-ATRP(014), ETC., CRENSHAW$5.00 $5.00
$8.00 016 . ACBRZ59663-ATRP(005), LIMESTONE$5.00 $5.00
$9.00 018 . ACBRZ61382-ATRP(014), ETOWAH$5.00 $5.00
$9.00 021 . ACBR59643-ATRP(004), FRANKLIN$5.00 $5.00
$5.00 023 . ACNU61388-ATRP(004), ST. CLAIR$5.00 $5.00
$10.00 026 . ACOA61020-ATRP(010), BUTLER$5.00 $5.00
$69.00 029 . BR-0021(548), TALLADEGA$5.00 $5.00
$32.00 030 . CMAQ-5916(250), SHELBY$5.00 $5.00
$6.00 037 . NH-0002(570), LIMESTONE$5.00 $5.00
$4.00 038 . NH-0003(597), SHELBY$5.00 $5.00
$5.00 039 . NH-0150(503), JEFFERSON$5.00 $5.00
$15.00 041 . NH-HSIP-0052(510), HOUSTON$5.00 $5.00
$7.00 044 . STPAA-HSIP-0014(535), ETC., TALLAPOOSA$5.00 $5.00
$4.00 046 . STPAA-HSIP-0051(513), LEE$5.00 $5.00
$4.00 047 . STPAA-HSIP-0094(501), MONTGOMERY$5.00 $5.00
$6.00 050 . STPNU-1016(251), ETC., CHEROKEE$5.00 $5.00
$3.00 053 . STPOA-7434(600), CALHOUN$5.00 $5.00
$2.00 056 . ST-049-000-010, MOBILE$5.00 $5.00
THE PROJECT (S) BELOW HAVE BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BY QUALIFIED SBECONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT AND ALDOT OFFICE ENGINEER.
$11.00 200 . STPAA-0014(534), ELMORE$5.00 $5.00
PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:
May 27, 2016
May 27, 2016
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
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 - $10,000.00) made payable to the Alabama Department ofTransportation must accompany each bid as evidence of good faith.
In accordance with the rules and regulations of The Alabama Department of Transportation, proposals will be issued onlyto prequalified contractors or their authorized representatives, upon requests that are received before 10 AM., on the dayprevious to the day of opening of bids.
Sealed bids will be received by the Director of Transportation at the office of the Alabama Department of Transportation,Montgomery, Alabama until 10:00 AM on May 27, 2016 and at that time publicly opened for constructing the followingprojects as described herein.
For Federal Aid Projects:
Minimum Wage Rates have been pre-determined by the Secretary of Labor and are set forth in theadvertised specifications. Federal Aid Projects are also subject to the contract work hours and SafetyStandards Act and its implementing regulations.
JOHN R. COOPERTransportation Director
20160527001Contract ID:May 27, 2016Letting Date:
Projects:County: LAUDERDALE
DBE Goal Percent: 10.00Contract Time:
Description: for constructing the Additional Lanes (Grade, Drain, Base, and Pave) on SR-13 (US-43) fromthe intersection of CR-140 to the Tennessee State Line. Length 3.335 mi.
225 Working Days
The Bracket Estimate on this project is from $12,350,534 to $15,095,097 .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:
$71.00
001NHF-0013(551)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
69 Acres)(1) LS
205A001 Removal Of Structures, Structure No. 1 1 Each
206C010 Removing Concrete Driveway 1,469 SQYD
206D000 Removing Pipe 3,721 LF
206D002 Removing Curb 228 LF
206E000 Removing Headwalls 18 Each
206E001 Removing Inlets 2 Each
210A000 Unclassified Excavation 129,106 CUYD
210D000 Borrow Excavation 52,250 CUYD
210D101 Borrow Excavation (Sand Fill, Complete In Place) 1,534 CUYD
210F002 Borrow Excavation (Underwater Backfill) (ALDOT #57) 4,538 Ton
214A000 Structure Excavation 3,577 CUYD
214B001 Foundation Backfill, Commercial 767 CUYD
232A001 Lime Stabilization, Class 2, 6 Inches Thick 102,538 SQYD
232B000 Lime 865 Ton
243A000 Soil Stabilization Geogrid, Type 1 2,244 SQYD
260A002 Cement Mortar Flowable Backfill, Mix 3 36 CUYD
301A004 Crushed Aggregate Base Course, Type B, Plant Mixed, 4" Compacted Thickness 202,710 SQYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 6,263 SQYD
315A004 Drainage Plane Material, 12 Inches Thick 2,244 SQYD
327A021 Plant Mix Bituminous Base, Mix 2 978 Ton
401A004 Bituminous Treatment E 69,107 SQYD
401A043 Bituminous Treatment AE 103,489 SQYD
405A000 Tack Coat 17,115 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 19 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 70,037 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
410I000 Smoothness Testing, Certified Inertial Profiler 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
13,758 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
11,200 Ton
424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
Item No. Description Quantity UnitsNHF-0013(551) Page: 2
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
3,868 Ton
424B659 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D
9,026 Ton
424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D
29,399 Ton
424C364 Superpave Bituminous Concrete Base Layer, Patching, 1" Maximum Aggregate SizeMix, ESAL Range C/D
661 Ton
428A001 Scoring Bituminous Pavement Surface 6 Mile
430B014 Aggregate Surfacing (ALDOT #410 Modified) 2,671 Ton
502A000 Steel Reinforcement 5,942 LB
524B011 Culvert Concrete Extension (Cast In Place) 46 CUYD
530A001 18" Roadway Pipe (Class 3 R.C.) 215 LF
530A002 24" Roadway Pipe (Class 3 R.C.) 435 LF
530A003 30" Roadway Pipe (Class 3 R.C.) 266 LF
530A004 36" Roadway Pipe (Class 3 R.C.) 438 LF
530A005 42" Roadway Pipe (Class 3 R.C.) 67 LF
530A006 48" Roadway Pipe (Class 3 R.C.) 42 LF
530A102 24" Roadway Pipe (Class 3 R.C.) (Extension) 21 LF
530A104 36" Roadway Pipe (Class 3 R.C.) (Extension) 47 LF
530A105 42" Roadway Pipe (Class 3 R.C.) (Extension) 20 LF
530A106 48" Roadway Pipe (Class 3 R.C.) (Extension) 21 LF
530B001 22" Span, 14" Rise Roadway Pipe (Class 3 R.C.) 52 LF
530B002 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.) 248 LF
530B005 51" Span, 31" Rise Roadway Pipe (Class 3 R.C.) 77 LF
533A099 24" Storm Sewer Pipe (Class 3 R.C.) 64 LF
533B099 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.) 92 LF
534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 81 LF
535A001 18" Side Drain Pipe 2,873 LF
535A002 24" Side Drain Pipe 1,160 LF
535A003 30" Side Drain Pipe 1,925 LF
535A005 42" Side Drain Pipe 198 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 67 Each
606A000 6" Underdrain Pipe 3,304 LF
608A000 Separation Geotextile 11,519 SQYD
610C000 Loose Riprap, Class 1 550 Ton
610C001 Loose Riprap, Class 2 1,211 Ton
610D003 Filter Blanket, Geotextile 13,293 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 1,274 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 6 Each
619A003 24" Roadway Pipe End Treatment, Class 1 7 Each
619A004 30" Roadway Pipe End Treatment, Class 1 4 Each
619A005 36" Roadway Pipe End Treatment, Class 1 8 Each
619A006 42" Roadway Pipe End Treatment, Class 1 2 Each
619A007 48" Roadway Pipe End Treatment, Class 1 2 Each
619A054 30" Roadway Pipe End Treatment, Class 2 2 Each
Item No. Description Quantity UnitsNHF-0013(551) Page: 3
619A101 18" Side Drain Pipe End Treatment, Class 1 84 Each
619A102 24" Side Drain Pipe End Treatment, Class 1 34 Each
619A103 30" Side Drain Pipe End Treatment, Class 1 48 Each
619A105 42" Side Drain Pipe End Treatment, Class 1 6 Each
619B016 22" Span, 14" Rise Roadway Pipe End Treatment, Class 1 2 Each
619B020 51" Span, 31" Rise Roadway Pipe End Treatment, Class 1 2 Each
620A000 Minor Structure Concrete 16 CUYD
621A011 Junction Boxes, Type 1 Or 1P 1 Each
621A019 Junction Boxes, Type 1 Or 2P 4 Each
621B014 Junction Box Units, Type 1 Or 2P 3 Each
621C024 Inlets, Type C Or P1 1 Each
630A001 Steel Beam Guardrail, Class A, Type 2 350 LF
630C001 Guardrail End Anchor, Type 8 1 Each
630C050 Guardrail End Anchor, Type 20 Series 1 Each
634A002 Industrial Fence, 6 Feet High 2,130 LF
634D004 Gate, 14 Feet Wide, Complete With Fittings (Without Barbed Wire) 3 Each
650A000 Topsoil 21,780 CUYD
652A100 Seeding 40 Acre
652A110 Seeding(Wetland Mix) 1 Acre
652C000 Mowing 40 Acre
654A000 Solid Sodding 6,546 SQYD
656A010 Mulching 40 Acre
659C000 Erosion Control Product, Type S4 9,860 SQYD
659C001 Erosion Control Product, Type S3 6,095 SQYD
659C002 Erosion Control Product, Type S2 5,690 SQYD
659C004 Erosion Control Product, Type C2 6,664 SQYD
659C006 Erosion Control Product, Type C6 438 SQYD
665A000 Temporary Seeding 18 Acre
665B001 Temporary Mulching 54 Ton
665E000 Polyethylene 500 SQYD
665F000 Hay Bales 500 Each
665G000 Sand Bags 500 Each
665H005 Flow Baffle 747 LF
665I000 Temporary Riprap, Class 2 893 Ton
665J002 Silt Fence 20,981 LF
665K000 Drainage Sump Excavation 3,000 CUYD
665N001 Temporary Coarse Aggregate,ALDOT Number 4 108 Ton
665N003 Temporary Coarse Aggregate,ALDOT Number 2 1,386 Ton
665O001 Silt Fence Removal 20,981 LF
665P005 Inlet Protection, Stage 3 Or 4 1 Each
665Q002 Wattle 2,075 LF
665X000 Basin Dewatering Device 6 Each
666A001 Pest Control Treatment 40 Acre
674A000 Construction Safety Fence 2,000 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 1,098,000.00) (1) LS
Item No. Description Quantity UnitsNHF-0013(551) Page: 4
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 1,250 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,915 LF
701C000 Broken Temporary Traffic Stripe 23 Mile
701C001 Solid Temporary Traffic Stripe 50 Mile
701D007 Solid Traffic Stripe Removed (Paint) 10 Mile
701D008 Solid Traffic Stripe Removed (Plastic) 3 Mile
701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile
703A002 Traffic Control Markings, Class 2, Type A 7,467 SQFT
703B002 Traffic Control Legends, Class 2, Type A 1,043 SQFT
703C000 Removal Of Existing Traffic Control Markings Or Legends (Paint) 560 SQFT
703C001 Removal Of Existing Traffic Control Markings Or Legends (Plastic) 1,260 SQFT
703D001 Temporary Traffic Control Markings 2,060 SQFT
705A011 Pavement Markers, Class C, Type 1-A 2,000 Each
705A012 Pavement Markers, Class C, Type 1-B 292 Each
705A023 Pavement Markers, Class C, Type 2-D 560 Each
705A024 Pavement Markers, Class C, Type 2-E 146 Each
705A030 Pavement Markers, Class A-H, Type 2-C 348 Each
705A031 Pavement Markers, Class A-H, Type 1-A 426 Each
705A032 Pavement Markers, Class A-H, Type 1-B 389 Each
705A037 Pavement Markers, Class A-H, Type 2-D 752 Each
705A038 Pavement Markers, Class A-H, Type 2-E 194 Each
709A000 Milepost, Type A 6 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
459 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
149 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
1,400 LF
726A000 Portable Concrete Safety Barriers, Type 6 60 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 20 LF
726D020 Portable Impact Attenuator Assembly (Unidirectional,TL-2) 2 Each
730Y100 Furnishing And Installing Pedestal Pole And Foundation With Illuminated School ZoneSign
(1) LS
730Y101 Furnishing And Installing Pedestal Pole And Foundation With Illuminated School ZoneSign
(1) LS
730Y140 Removal OF Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS
730Y141 Removal Of Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS
740B000 Construction Signs 2,526 SQFT
740D000 Channelizing Drums 1,000 Each
740E000 Cones (36 Inches High) 110 Each
740F002 Barricades, Type III 63 Each
740I002 Warning Lights, Type B 32 Each
740M001 Ballast For Cone 110 Each
740O000 Pilot Car 1 Each
Item No. Description Quantity UnitsNHF-0013(551) Page: 5
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
999 000 Trainee Hours At 80 Cents Per Hour 1,760 HOUR
( ) Item will be bid as lump sum.
20160527004Contract ID:May 27, 2016Letting Date:
Projects:County: MADISON
DBE Goal Percent: 12.00Contract Time:
Description: for constructing the Additional Lanes (Grade, Drain, Base, Pave, and Signals) on CR-93(Winchester Road) from the Flint River to 0.100 mile past the junction of Bell Factory Road.Length 0.568 mi.
150 Working Days
The Bracket Estimate on this project is from $2,865,824 to $3,502,674 .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:
$29.00
004ACAA59776-ATRP(012)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
6 Acres)(1) LS
206C003 Removing Concrete Flumes 20 SQYD
206D000 Removing Pipe 1,103 LF
206D011 Removing Fence 900 LF
206E000 Removing Headwalls 1 Each
206E001 Removing Inlets 3 Each
210A000 Unclassified Excavation 7,837 CUYD
210A001 Unclassified Excavation (Special Undercutting) 763 CUYD
210D000 Borrow Excavation 15,838 CUYD
214A000 Structure Excavation 4,614 CUYD
214B001 Foundation Backfill, Commercial 1,163 CUYD
231B002 Roadbed Stabilizing Material, ALDOT #410 (Modified) 3,968 Ton
301A008 Crushed Aggregate Base Course, Type B, Plant Mixed, 5" Compacted Thickness 766 SQYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 22,861 SQYD
401A000 Bituminous Treatment A 21,009 SQYD
405A000 Tack Coat 6,788 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 8,348 SQYD
410H000 Material Remixing Device 1 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range C/D
1,113 Ton
424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
3,019 Ton
424B680 Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
2,100 Ton
424B689 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D
215 Ton
424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D
2,629 Ton
430B014 Aggregate Surfacing (ALDOT #410 Modified) 20 Ton
530A827 24" Roadway Pipe (Class 3 R.C. Or Equal Strength C.C.M.)(Stack Pipe)(No BeddingRequired)
9 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 1,721 LF
533A099 24" Storm Sewer Pipe (Class 3 R.C.) 1,017 LF
533A100 30" Storm Sewer Pipe (Class 3 R.C.) 759 LF
533A101 36" Storm Sewer Pipe (Class 3 R.C.) 440 LF
535A080 18" Side Drain Pipe (Class 3 R.C.) 27 LF
Item No. Description Quantity UnitsACAA59776-ATRP(012) Page: 2
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 35 Each
606A000 6" Underdrain Pipe 1,000 LF
610C001 Loose Riprap, Class 2 59 Ton
610D003 Filter Blanket, Geotextile 34 SQYD
618A000 Concrete Sidewalk, 4" Thick 2,032 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 37 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 2 Each
619A004 30" Roadway Pipe End Treatment, Class 1 1 Each
619A055 36" Roadway Pipe End Treatment, Class 2 1 Each
619A101 18" Side Drain Pipe End Treatment, Class 1 2 Each
620A000 Minor Structure Concrete 10 CUYD
621A002 Junction Boxes, Type 4 Or 2P 4 Each
621B002 Junction Box Units, Type 4 Or 2P 1 Each
621C004 Inlets, Type GH 1 Each
621C027 Inlets, Type C 11 Each
621C036 Inlets, Type S1 Or S3 (1 Wing) (Modified) 19 Each
621C087 Inlets, Type S2 Or S4 (1 Wing) (Modified) 8 Each
621C088 Inlets, Type S2 Or S4 (2 Wing) (Modified) 1 Each
621D002 Inlet Units, Type C 2 Each
621D004 Inlet Units, Type GH 1 Each
621D015 Inlet Units, Type S1 Or S3 15 Each
621D016 Inlet Units, Type S2 Or S4 7 Each
623A004 Concrete Gutter (Modified) 130 LF
623C003 Combination Curb & Gutter, Type C (Modified) 5,117 LF
630A001 Steel Beam Guardrail, Class A, Type 2 115 LF
630C050 Guardrail End Anchor, Type 20 Series 6 Each
634A000 Industrial Fence, 4 Feet High 900 LF
650A000 Topsoil 3,059 CUYD
652A100 Seeding 3 Acre
652C000 Mowing 3 Acre
654A000 Solid Sodding 3,866 SQYD
656A010 Mulching 3 Acre
659C004 Erosion Control Product, Type C2 178 SQYD
665G000 Sand Bags 1,960 Each
665I000 Temporary Riprap, Class 2 27 Ton
665J002 Silt Fence 7,852 LF
665O001 Silt Fence Removal 7,852 LF
665P005 Inlet Protection, Stage 3 Or 4 43 Each
665Q002 Wattle 1,792 LF
666A001 Pest Control Treatment 3 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 159,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
Item No. Description Quantity UnitsACAA59776-ATRP(012) Page: 3
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) 442 LF
701B075 Dotted, Class W, Type B Traffic Stripe, Black (Lane Drop 10" Wide) 800 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 993 LF
701C001 Solid Temporary Traffic Stripe 2 Mile
701E003 Solid Temporary Traffic Stripe (Tape) 2,300 LF
701E013 Broken Temporary Traffic Stripe (Tape) 1,150 LF
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,150 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,150 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,150 LF
701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 1,150 LF
701H002 Solid Traffic Stripe Removed (Tape) 2,300 LF
701H007 Broken Traffic Stripe Removed (Tape) 1,200 LF
703A002 Traffic Control Markings, Class 2, Type A 2,142 SQFT
703B002 Traffic Control Legends, Class 2, Type A 1,226 SQFT
703C003 Removal Of Existing Traffic Control Markings Or Legends (Tape) 11,192 SQFT
703D001 Temporary Traffic Control Markings 450 SQFT
703E001 Temporary Traffic Control Legends 15 SQFT
703H000 Specialty Traffic Control Markings 480 SQFT
705A011 Pavement Markers, Class C, Type 1-A 160 Each
705A023 Pavement Markers, Class C, Type 2-D 90 Each
705A030 Pavement Markers, Class A-H, Type 2-C 13 Each
705A031 Pavement Markers, Class A-H, Type 1-A 140 Each
705A032 Pavement Markers, Class A-H, Type 1-B 305 Each
705A037 Pavement Markers, Class A-H, Type 2-D 134 Each
705A038 Pavement Markers, Class A-H, Type 2-E 155 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
58 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
45 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
286 LF
730A000 Removal Of Existing Traffic Control Unit ( Winchester Road & Bell Factory Road) (1) LS
730C000 Furnishing And Installing Traffic Control Unit ( Winchester Road & Bell Factory Road) (1) LS
730E000 Metal Traffic Signal Pole Foundation 3 Each
730F000 Metal Traffic Signal Pole With 30' Mast Arm Assembly 1 Each
730F001 Metal Traffic Signal Pole With 45' Mast Arm Assembly 1 Each
730F002 Metal Traffic Signal Pole With 50' Mast Arm Assembly 1 Each
730K000 Traffic Signal Junction Box 5 Each
730L003 1", Non-Metallic, Conduit 30 LF
730L005 2", Non-Metallic, Conduit 550 LF
730N000 Luminaire Extension Assembly, 12' 3 Each
730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 5 Each
730P024 Vehicular Signal Head, 12 Inch, 5 Section, Type LED 1 Each
730R052 Controller Assembly, 170, 8 Phase 1 Each
730T000 Wood Pole 1 Each
730U015 Video Detection System (1) LS
Item No. Description Quantity UnitsACAA59776-ATRP(012) Page: 4
730Y180 Relocation Of Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS
730Y181 Relocation Of Pedestal Pole And Foundation With Illuminated School Zone Sign (1) LS
730Y600 Furnishing And Installing Pedestal Pole And Foundation With LED Pedestrian SignalHead
(1) LS
740B000 Construction Signs 595 SQFT
740D000 Channelizing Drums 300 Each
740E000 Cones (36 Inches High) 100 Each
740F002 Barricades, Type III 31 Each
740I002 Warning Lights, Type B 10 Each
740M001 Ballast For Cone 100 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
756A028 6" Electrical Conduit, 1 Line, Type 5 Installation 170 LF
( ) Item will be bid as lump sum.
20160527009Contract ID:May 27, 2016Letting Date:
Projects:County: JEFFERSON
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Additional Lanes and Bridge Replacement (Grade, Drain, Base, Pave,Signals, ITS Relocation, Lighting, and UST Removal) on SR-5 (US-78) from the I-20/59Overpass to the junction of Finley Boulevard in Birmingham. Length 0.681 mi.
6/29/2018 Completion Date
The Bracket Estimate on this project is from $17,080,310 to $20,875,935 .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:
$93.00
009ACNH-0005(512), ACBR-0005(513)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
5 Acres)(1) LS
206A000 Removal Of Old Bridge, Station A19+42.35 (1) LS
206C000 Removing Concrete Sidewalk 2,731 SQYD
206C001 Removing Concrete Pavement 19,493 SQYD
206C002 Removing Concrete Slope Paving 275 SQYD
206C010 Removing Concrete Driveway 447 SQYD
206C023 Removing Riprap 538 SQYD
206D000 Removing Pipe 2,687 LF
206D001 Removing Guardrail 261 LF
206D002 Removing Curb 372 LF
206D003 Removing Curb And Gutter 4,576 LF
206D011 Removing Fence 3,422 LF
206D022 Removing Retaining Wall 88 LF
206D030 Removing Utility Lines 287 LF
206E000 Removing Headwalls 7 Each
206E001 Removing Inlets 30 Each
206E033 Removing Permanent Barricade 1 Each
206E042 Removing Inlets (Partial) 1 Each
210A000 Unclassified Excavation 8,053 CUYD
210D011 Borrow Excavation (A4 Or Better) 119,992 CUYD
214A000 Structure Excavation 8,538 CUYD
214B000 Foundation Backfill, Local 593 CUYD
214B001 Foundation Backfill, Commercial 1,815 CUYD
215B000 Cofferdams Or Sheeting And Shoring, Sta. A19+40.00 (1) LS
230A000 Roadbed Processing 64 RBST
250C000 Underground Storage Tank Removal (Specialty Item) 12 Each
250N000 Removal/Disposal Of Tank Contents (Sludge) (Specialty Item) 2,000 Gal
251A000 Contaminated Soil Remediation (Specialty Item) 2,530 CUYD
260A000 Cement Mortar Flowable Backfill, Mix 1 21 CUYD
305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 260 Ton
305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 5,000 Ton
401A000 Bituminous Treatment A 26,652 SQYD
405A000 Tack Coat 510 Gal
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 1,500 SQYD
Item No. Description Quantity UnitsACNH-0005(512) Page: 2
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A280 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range E
1,032 Ton
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
698 Ton
424B280 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range E
1,011 Ton
424B289 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range E
518 Ton
424B581 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range E
1,607 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
713 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
1,021 Ton
424C280 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange E
7,816 Ton
424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D
1,605 Ton
430B012 Aggregate Surfacing (ALDOT #410 Or #467) 2,379 Ton
450A020 Plain Cement Concrete Pavement,13 Inches Thick 19,170 SQYD
450B000 Reinforced Cement Concrete Bridge End Slab 383 SQYD
453C000 Removal Of Concrete Pavement Slab 539 SQYD
453D000 Concrete Pavement Replacement Slab 150 CUYD
502A000 Steel Reinforcement 245,419 LB
502B000 Steel Reinforcement For Bridge Superstructure, Sta. A19+40.00, Approximately249,100 lbs
(1) LS
505G003 Pile Points (Type A, 12") 73 Each
505I000 Temporary Steel Sheet Piling 3,761 SQFT
505M002 Steel Piling Furnished And Driven (HP 12x53) 2,740 LF
506A004 Drilled Shaft Excavation, 3'-0" Diameter 3 LF
506A006 Drilled Shaft Excavation, 5'-6" Diameter 330 LF
506B001 Special Drilled Shaft Excavation, 3'-0" Diameter 30 LF
506B006 Special Drilled Shaft Excavation, 5'-6" Diameter 240 LF
506C025 Drilled Shaft Construction, 5'-6" Diameter, Class DS2 Concrete 570 LF
506C040 Drilled Shaft Construction, 3'-0" Diameter, Class DS1 Concrete 37 LF
506F004 Permanent Drilled Shaft Casing, 3'-0" Diameter 37 LF
506F009 Permanent Drilled Shaft Casing, 5'-6" Diameter 50 LF
506G000 Crosshole Sonic Logging, 3'-0" Diameter 3 Each
506G005 Crosshole Sonic Logging, 5'-6" Diameter 1 Each
508A000 Structural Steel 23,890 LB
510A000 Bridge Substructure Concrete, Class A 777 CUYD
510B001 Bridge Concrete, Class B 5 CUYD
510C051 Bridge Concrete Superstructure, Sta. A19+40.00, Approximately 1,100 Cu. Yds (1) LS
510E000 Grooving Concrete Bridge Decks 3,480 SQYD
511A050 Elastomeric Bearing Type 2 (Mark B1) 32 Each
511A053 Elastomeric Bearing Type 2 (Mark B4) 24 Each
511A070 Elastomeric Bearing Type 4 (Mark VB1) 48 Each
511A071 Elastomeric Bearing Type 4 (Mark VB2) 16 Each
Item No. Description Quantity UnitsACNH-0005(512) Page: 3
511A073 Elastomeric Bearing Type 4 (Mark VB4) 40 Each
513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 1,465 LF
513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 388 LF
513B029 Pretensioned-Prestressed Concrete Girders, Type BT-54 Modified (Speciality Item) 3,974 LF
524B010 Culvert Concrete Extension 42 CUYD
529A010 Retaining Wall 3,126 SQFT
530A001 18" Roadway Pipe (Class 3 R.C.) 1,079 LF
530A002 24" Roadway Pipe (Class 3 R.C.) 301 LF
530A004 36" Roadway Pipe (Class 3 R.C.) 115 LF
530A015 36" Roadway Pipe (Class 4 R.C.) 294 LF
530A900 18" Roadway Pipe (14 Gauge C.C.M.) 30 LF
530B002 29" Span, 18" Rise Roadway Pipe (Class 3 R.C.) 201 LF
530B003 36" Span, 23" Rise Roadway Pipe (Class 3 R.C.) 172 LF
530B004 44" Span, 27" Rise Roadway Pipe (Class 3 R.C.) 156 LF
530B094 44" Span, 27" Rise Roadway Pipe (Class 4 R.C.) 127 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 2,362 LF
533A099 24" Storm Sewer Pipe (Class 3 R.C.) 18 LF
533A100 30" Storm Sewer Pipe (Class 3 R.C.) 147 LF
533A101 36" Storm Sewer Pipe (Class 3 R.C.) 386 LF
533A104 54" Storm Sewer Pipe (Class 3 R.C.) 256 LF
533B099 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.) 294 LF
533B100 36" Span, 23" Rise Storm Sewer Pipe (Class 3 R.C.) 123 LF
533B101 44" Span, 27" Rise Storm Sewer Pipe (Class 3 R.C.) 138 LF
600A000 Mobilization (1) LS
601A000 Furnishing Base, Soil And Structure Laboratories 1 Each
602A000 Right Of Way Markers 73 Each
603A001 Furnishing Type 2 Field Office 1 Each
609A000 Aggregate Slope Protection 320 SQYD
610C001 Loose Riprap, Class 2 2,670 Ton
610D003 Filter Blanket, Geotextile 2,105 SQYD
614A000 Slope Paving 302 CUYD
618A000 Concrete Sidewalk, 4" Thick 2,076 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 808 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 4 Each
619A004 30" Roadway Pipe End Treatment, Class 1 2 Each
619A008 54" Roadway Pipe End Treatment, Class 1 1 Each
620A000 Minor Structure Concrete 73 CUYD
621A002 Junction Boxes, Type 4 Or 2P 4 Each
621A003 Junction Boxes, Type 4 Or 1P 1 Each
621A011 Junction Boxes, Type 1 Or 1P 6 Each
621A019 Junction Boxes, Type 1 Or 2P 3 Each
621B002 Junction Box Units, Type 4 Or 2P 4 Each
621B011 Junction Box Units, Type 1 Or 1P 1 Each
621B014 Junction Box Units, Type 1 Or 2P 2 Each
621C001 Inlets, Type B 3 Each
621C015 Inlets, Type S1 Or S3 (1 Wing) 34 Each
Item No. Description Quantity UnitsACNH-0005(512) Page: 4
621C016 Inlets, Type S2 Or S4 (1 Wing) 6 Each
621C017 Inlets, Type S1 Or S3 (2 Wing) 6 Each
621C018 Inlets, Type S2 Or S4 (2 Wing) 1 Each
621C087 Inlets, Type S2 Or S4 (1 Wing) (Modified) 1 Each
621C088 Inlets, Type S2 Or S4 (2 Wing) (Modified) 1 Each
621C109 Inlets, Type PD 4 Each
621D015 Inlet Units, Type S1 Or S3 5 Each
621D016 Inlet Units, Type S2 Or S4 4 Each
621D109 Inlet Units, Type PD 1 Each
623C000 Combination Curb & Gutter, Type C 7,206 LF
623C004 Combination Curb & Gutter, Type C (Special) 3,550 LF
630A001 Steel Beam Guardrail, Class A, Type 2 1,561 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
630C070 Guardrail End Anchor, Type 10 Series 2 Each
634A002 Industrial Fence, 6 Feet High 1,701 LF
634E000 Industrial Fence, 6 Feet High, Special Mounting 740 LF
645A510 8 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 989 LF
645A512 10 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 169 LF
645A514 12 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 1,232 LF
645A518 16 Inch Ductile Iron Sanitary Sewer Gravity Pipe Laid 279 LF
645C500 Ductile Iron Fittings 800 LB
645F505 6 Inch Abandon Existing Sanitary Sewer 310 LF
645F510 8 Inch Abandon Existing Sanitary Sewer 1,715 LF
645F520 12 Inch Abandon Existing Sanitary Sewer 307 LF
645F525 15 Inch Abandon Existing Sanitary Sewer 327 LF
645H510 48 Inch Manhole 24 Each
645I500 48 Inch Manhole Unit 18 Each
645N500 Abandon Existing Manhole 14 Each
649A545 16 Inch Steel Encasement Pipe, Type 1 Installation 108 LF
649A550 18 Inch Steel Encasement Pipe, Type 1 Installation 36 LF
649A555 20 Inch Steel Encasement Pipe, Type 1 Installation 138 LF
649A645 16 Inch Steel Encasement Pipe, Type 2 Installation 132 LF
649A650 18 Inch Steel Encasement Pipe, Type 2 Installation 80 LF
649A655 20 Inch Steel Encasement Pipe, Type 2 Installation 356 LF
649B660 26 Inch Steel Encasement Pipe, Type 4 Installation 106 LF
650A000 Topsoil 4,000 CUYD
652A100 Seeding 7 Acre
652C000 Mowing 7 Acre
654A001 Solid Sodding (Bermuda) 30,356 SQYD
656A010 Mulching 7 Acre
665A000 Temporary Seeding 5 Acre
665B001 Temporary Mulching 15 Ton
665C010 Temporary Pipe 750 LF
665D001 Temporary Pipe End Treatment 15 Each
Item No. Description Quantity UnitsACNH-0005(512) Page: 5
665E000 Polyethylene 42,821 SQYD
665F000 Hay Bales 218 Each
665G000 Sand Bags 615 Each
665I000 Temporary Riprap, Class 2 500 Ton
665I002 Temporary Riprap, Class 1 750 Ton
665J002 Silt Fence 17,207 LF
665K000 Drainage Sump Excavation 500 CUYD
665N000 Temporary Coarse Aggregate,ALDOT Number 1 1,000 Ton
665O001 Silt Fence Removal 17,207 LF
665P005 Inlet Protection, Stage 3 Or 4 171 Each
665Q002 Wattle 2,386 LF
665T000 Temporary Earth Berms 2,000 LF
666A001 Pest Control Treatment 7 Acre
674A000 Construction Safety Fence 4,250 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 783,000.00) (1) LS
701A087 Broken White, Class W, Type A Traffic Stripe (5" Wide) 2 Mile
701A091 Solid White, Class W, Type A Traffic Stripe (5" Wide) 1 Mile
701A095 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 1 Mile
701A099 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 2 Mile
701A108 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 2 Mile
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 474 LF
701B036 Dotted Class W,Type B Traffic Stripe,Black(5" Wide) 474 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 632 LF
701C002 Broken Temporary Traffic Stripe (Paint) 1 Mile
701C003 Solid Temporary Traffic Stripe (Paint) 2 Mile
701C006 Solid Temporary Traffic Stripe (Removable Tape) 2 Mile
701C009 Broken Temporary Traffic Stripe (Removable Tape) 2 Mile
701D007 Solid Traffic Stripe Removed (Paint) 2 Mile
703A002 Traffic Control Markings, Class 2, Type A 2,397 SQFT
703A011 Traffic Control Markings, Class W, Type A 2,656 SQFT
703B002 Traffic Control Legends, Class 2, Type A 312 SQFT
703B011 Traffic Control Legends, Class W, Type A 216 SQFT
703D002 Temporary Traffic Control Markings (Paint) 554 SQFT
705A000 Pavement Markers, Class A, Type 1-A 340 Each
705A011 Pavement Markers, Class C, Type 1-A 270 Each
705A012 Pavement Markers, Class C, Type 1-B 114 Each
705A023 Pavement Markers, Class C, Type 2-D 262 Each
705A024 Pavement Markers, Class C, Type 2-E 42 Each
705A030 Pavement Markers, Class A-H, Type 2-C 40 Each
705A037 Pavement Markers, Class A-H, Type 2-D 100 Each
705A038 Pavement Markers, Class A-H, Type 2-E 9 Each
Item No. Description Quantity UnitsACNH-0005(512) Page: 6
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)
78 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
377 LF
726A000 Portable Concrete Safety Barriers, Type 6 3,360 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 20 LF
726A005 Portable Concrete Safety Barriers,Type 6(Bridge Bolted) 370 LF
726D021 Portable Impact Attenuator Assembly (Bi-directional,TL-2) 2 Each
730A000 Removal Of Existing Traffic Control Unit ( US-78 At I-20/59 NB Ramps) (1) LS
730A001 Removal Of Existing Traffic Control Unit ( US-78 At I-20/59 SB Ramps) (1) LS
730A002 Removal Of Existing Traffic Control Unit ( US-78 At 11th Court) (1) LS
730A003 Removal Of Existing Traffic Control Unit ( US-78 At 12th Avenue) (1) LS
730A004 Removal Of Existing Traffic Control Unit ( US-78 At Finley Boulevard) (1) LS
730C000 Furnishing And Installing Traffic Control Unit ( US-78 At I-20/59 NB Ramps) (1) LS
730C001 Furnishing And Installing Traffic Control Unit ( US-78 At I-20/59 SB Ramps) (1) LS
730C002 Furnishing And Installing Traffic Control Unit ( US-78 At 12th Avenue) (1) LS
730C003 Furnishing And Installing Traffic Control Unit ( US-78 At Finley Boulevard) (1) LS
730E000 Metal Traffic Signal Pole Foundation 13 Each
730F000 Metal Traffic Signal Pole With 20'/35' Mast Arm Assembly 1 Each
730F001 Metal Traffic Signal Pole With 30' Mast Arm Assembly 1 Each
730F002 Metal Traffic Signal Pole With 30'/40' Mast Arm Assembly 1 Each
730F003 Metal Traffic Signal Pole With 40' Mast Arm Assembly 1 Each
730F004 Metal Traffic Signal Pole With 50' Mast Arm Assembly 1 Each
730G001 Metal Traffic Signal Strain Pole 8 Each
730K000 Traffic Signal Junction Box 12 Each
730L003 1", Non-Metallic, Conduit 130 LF
730L005 2", Non-Metallic, Conduit 1,690 LF
730N000 Luminaire Extension Assembly, 12 Feet 13 Each
730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 37 Each
730P023 Vehicular Signal Head, 12 Inch, 4 Section, Type LED 2 Each
730Q011 Pedestrian Signal Head, Type LED 4 Each
730R052 Controller Assembly, 170, 8 Phase 4 Each
730T000 Wood Pole 2 Each
730U015 Video Detection System (US-78 At I-20/59 NB Ramps) (1) LS
730U016 Video Detection System US-78 At I-20/59 SB Ramps) (1) LS
730U017 Video Detection System US-78 At 12th Avenue) (1) LS
730U018 Video Detection System US-78 At Finley Boulevard) (1) LS
734A014 Cable OSP, Loose Tube, 60F SM 5,230 LF
734B007 Drop Cable OSP 12F SM Central Core 590 LF
734E000 Detectable Tape System 3,075 LF
734E005 Marker Post 9 Each
734E040 Conduit Galvanized Rigid Steel 2 Inch 900 LF
734E100 Buried Duct HDPE SDR11 2 x 2 Inch 3,075 LF
734F002 Distribution Hardware SFDU 12 Fiber 4 Each
734G001 Connector ST Termination SM 48 Each
Item No. Description Quantity UnitsACNH-0005(512) Page: 7
734G009 Splicing, Fusion 138 Each
734G100 Splice Closure, Undergrade, 12 Fiber 3 Each
734G104 Splice Closure, Undergrade, 60 Fiber 2 Each
734H025 Patch Cord Duplex SM, ST To FC 2 Meter 8 Each
734H070 Fanout Kit, SM 4 Each
734J001 Commbox F2 13 Each
734J004 Pull Box (36 In X 36 In X 24 In) Alum 2 Each
734M000 Riser Assembly 1 Each
734X000 Removal of Fiber Optic Cable ( US-78) (1) LS
740B000 Construction Signs 1,219 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 100 Each
740F002 Barricades, Type III 23 Each
740I002 Warning Lights, Type B 14 Each
740M001 Ballast For Cone 100 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A003 Portable Changeable Message Sign, Type 3 12 Each
750A115 High Mast Luminaire Assembly with Six, Type III, 400 Watt Luminaires 2 Each
750B438 Roadway Luminaire Assembly with One, Modified Cobra Head, 400 Watt Luminiare 26 Each
750C010 Pole Foundation,Roadway 26 Each
750C011 Pole Foundation, High Mast 2 Each
750E115 Conduit,2 Inch,Rigid Nonmetallic 125 LF
750E125 Conduit, 1 1/4 Inch, Rigid Metallic 800 LF
750F024 Conductor, #6 AWG 2,400 LF
750F026 Conductor, #2 AWG 450 LF
750G010 Combined Duct And Cable,2 #6 AWG/ 1 #6 AWG GND 4,455 LF
750H005 Service Pole 1 Each
750I015 Lighting Control Center 1 Each
756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 242 LF
756A028 6" Electrical Conduit, 1 Line, Type 5 Installation 1,140 LF
999 000 Trainee Hours At 80 Cents Per Hour 2,800 HOUR
( ) Item will be bid as lump sum.
20160527010Contract ID:May 27, 2016Letting Date:
Projects:County: MORGAN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Bridge Replacement and Approaches on CR-28 (Vaughn Bridge Road)over Flint Creek west of Hartselle. Length 0.283 mi.
200 Working Days
The Bracket Estimate on this project is from $2,567,951 to $3,138,606 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$18.00
010ACBR59675-ATRP(009)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
5 Acres)(1) LS
206A000 Removal Of Old Bridge, Station 206+93.00 (1) LS
206D000 Removing Pipe 80 LF
210A000 Unclassified Excavation 3,763 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 9,312 CUYD
230A000 Roadbed Processing 12 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 5,156 SQYD
401A000 Bituminous Treatment A 3,094 SQYD
405A000 Tack Coat 97 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
260 Ton
424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
50 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
542 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 875 Ton
430B046 Aggregate Surfacing (Aldot #2) 250 Ton
450B000 Reinforced Cement Concrete Bridge End Slab 140 SQYD
502A001 Steel Reinforcement (Grade 60) 113,500 LB
502B000 Steel Reinforcement For Bridge Superstructure, Sta. 206+72, Approximately 101,006Pounds
(1) LS
506A000 Drilled Shaft Excavation, 4'-6" Diameter 89 LF
506A004 Drilled Shaft Excavation, 3'-0" Diameter 55 LF
506A008 Drilled Shaft Excavation, 4'-0" Diameter 48 LF
506B001 Special Drilled Shaft Excavation, 3'-0" Diameter 48 LF
506B003 Special Drilled Shaft Excavation, 4'-0" Diameter 42 LF
506B004 Special Drilled Shaft Excavation, 4'-6" Diameter 27 LF
506C020 Drilled Shaft Construction, 3'-0" Diameter, Class DS2 Concrete 103 LF
506C022 Drilled Shaft Construction, 4'-0" Diameter, Class DS2 Concrete 90 LF
506C023 Drilled Shaft Construction, 4'-6" Diameter, Class DS2 Concrete 116 LF
506G000 Crosshole Sonic Logging, 3'-0" Diameter 6 Each
506G002 Crosshole Sonic Logging, 4'-0" Diameter 3 Each
506G003 Crosshole Sonic Logging, 4'-6" Diameter 6 Each
508A000 Structural Steel 8,788 LB
510A007 Bridge Substructure Concrete 362 CUYD
510C051 Bridge Concrete Superstructure, Station 206+72.00, Approximately 480 Cubic Yards (1) LS
Item No. Description Quantity UnitsACBR59675-ATRP(009) Page: 2
510E000 Grooving Concrete Bridge Decks 1,360 SQYD
511A051 Elastomeric Bearing Type 2 (Mark B2) 24 Each
511A053 Elastomeric Bearing Type 2 (Mark B4) 30 Each
513B004 Pretensioned-Prestressed Concrete Girders, Type II (Specialty Item) 574 LF
513B029 Pretensioned-Prestressed Concrete Girders, Type BT-54 Modified (Speciality Item) 1,847 LF
535A001 18" Side Drain Pipe 94 LF
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 1,218 Ton
610D003 Filter Blanket, Geotextile 764 SQYD
619A101 18" Side Drain Pipe End Treatment, Class 1 6 Each
630A001 Steel Beam Guardrail, Class A, Type 2 50 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 1,167 CUYD
652A100 Seeding 5 Acre
656A010 Mulching 5 Acre
659C002 Erosion Control Product, Type S2 3,892 SQYD
665A000 Temporary Seeding 5 Acre
665B001 Temporary Mulching 10 Ton
665F000 Hay Bales 50 Each
665I002 Temporary Riprap, Class 1 200 Ton
665J002 Silt Fence 3,500 LF
665O001 Silt Fence Removal 3,500 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 125,000.00) (1) LS
701E000 Solid Temporary Traffic Stripe 2,320 LF
701E010 Broken Temporary Traffic Stripe 600 LF
701G144 Solid White, Class W, Type A Traffic Stripe 680 LF
701G152 Solid Yellow, Class W, Type A Traffic Stripe 680 LF
701G249 Solid White, Class 2, Type A Traffic Stripe 2,320 LF
701G258 Broken Yellow, Class 2, Type A Traffic Stripe 600 LF
701G263 Solid Yellow, Class 2, Type A Traffic Stripe 1,120 LF
705A032 Pavement Markers, Class A-H, Type 1-B 9 Each
705A037 Pavement Markers, Class A-H, Type 2-D 23 Each
740B000 Construction Signs 190 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20160527014Contract ID:May 27, 2016Letting Date:
Projects:County: CRENSHAW
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Bridge Replacement (Precast) on CR-35 (Swanner Bridge Road) overLittle Patsaliga Creek south of Rutledge (Site 1) and on CR-35 (Swanner Bridge Road) overHorse Creek south of Rutledge (Site 2). Length 0.052 mi.
90 Working Days
The Bracket Estimate on this project is from $787,592 to $962,613 .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
014ACBRZ59369-ATRP(014), ACBRZ59370-ATRP(014)
Item No. Description Quantity Units206A000 Removal Of Old Bridge, Station 10+00.00 (1) LS
206A001 Removal Of Old Bridge, Station 10+00.00 (1) LS
210A000 Unclassified Excavation 750 CUYD
502A000 Steel Reinforcement 5,640 LB
505A002 Steel Test Piles (HP 12x53) 2 Each
505A004 Steel Test Piles (HP 14x73) 2 Each
505B057 Static Loading Tests (HP 12x53) 2 Each
505B059 Static Loading Tests (HP 14x73) 2 Each
505M002 Steel Piling Furnished And Driven (HP 12x53) 1,350 LF
505M104 Steel Piling Furnished And Driven (HP 14x73) (Galvanized) 1,450 LF
508A000 Structural Steel 544 LB
510A000 Bridge Substructure Concrete, Class A 30 CUYD
511A000 Elastomeric Bearing Type 1 90 Each
512B004 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0" Deep By 31'-6" Long 5 Each
512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 35 Each
512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 14 Each
512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 6 Each
512D030 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 8 Each
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 700 Ton
610D003 Filter Blanket, Geotextile 1,050 SQYD
630C003 Guardrail End Anchor, Type 13 8 Each
630C050 Guardrail End Anchor, Type 20 Series 8 Each
665J002 Silt Fence 2,900 LF
665L000 Floating Basin Boom 400 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 24,000.00) (1) LS
740B000 Construction Signs 490 SQFT
740F002 Barricades, Type III 16 Each
740I002 Warning Lights, Type B 8 Each
( ) Item will be bid as lump sum.
20160527016Contract ID:May 27, 2016Letting Date:
Projects:County: LIMESTONE
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Bridge Replacement and Approaches on CR-45 (Lucas Ferry Road) overMud Creek southwest of Athens. Length 0.132 mi.
60 Working Days
The Bracket Estimate on this project is from $410,970 to $502,296 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$8.00
016ACBRZ59663-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 Station 47+61.30 (1) LS
210A000 Unclassified Excavation 281 CUYD
210D000 Borrow Excavation 1,228 CUYD
214A000 Structure Excavation 918 CUYD
214B001 Foundation Backfill, Commercial 80 CUYD
230A000 Roadbed Processing 7 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 270 SQYD
401A000 Bituminous Treatment A 270 SQYD
405A000 Tack Coat 55 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
136 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
35 Ton
424B666 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
35 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 50 Ton
502A000 Steel Reinforcement 38,414 LB
524A010 Culvert Concrete 216 CUYD
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 488 Ton
610D003 Filter Blanket, Geotextile 441 SQYD
650A000 Topsoil 325 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665J002 Silt Fence 1,491 LF
665O001 Silt Fence Removal 1,491 LF
665Q002 Wattle 80 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 23,000.00) (1) LS
701E000 Solid Temporary Traffic Stripe 2,800 LF
701G249 Solid White, Class 2, Type A Traffic Stripe 1,400 LF
701G263 Solid Yellow, Class 2, Type A Traffic Stripe 1,400 LF
703A002 Traffic Control Markings, Class 2, Type A 40 SQFT
703D001 Temporary Traffic Control Markings 40 SQFT
705A037 Pavement Markers, Class A-H, Type 2-D 10 Each
Item No. Description Quantity UnitsACBRZ59663-ATRP(005) Page: 2
740B000 Construction Signs 205 SQFT
740F002 Barricades, Type III 6 Each
740I002 Warning Lights, Type B 6 Each
( ) Item will be bid as lump sum.
20160527018Contract ID:May 27, 2016Letting Date:
Projects:County: ETOWAH
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Bridge Replacement on CR-224 (Cox Gap Road) over Short Creeknortheast of Mountainboro. Length 0.179 mi.
90 Working Days
The Bracket Estimate on this project is from $438,749 to $536,249 .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
018ACBRZ61382-ATRP(014)
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 5+27.00 (1) LS
206C010 Removing Concrete Driveway 19 SQYD
206D000 Removing Pipe 84 LF
209A000 Mailbox Reset, Single 1 Each
210A000 Unclassified Excavation 520 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 351 CUYD
214A000 Structure Excavation 943 CUYD
214B001 Foundation Backfill, Commercial 177 CUYD
230A000 Roadbed Processing 10 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 2,955 SQYD
401A000 Bituminous Treatment A 2,217 SQYD
405A000 Tack Coat 63 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
168 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
317 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 130 Ton
502A000 Steel Reinforcement 42,920 LB
524A010 Culvert Concrete 280 CUYD
535A001 18" Side Drain Pipe 84 LF
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 522 Ton
610D003 Filter Blanket, Geotextile 748 SQYD
618B000 Concrete Driveway, 4" Thick 13 SQYD
619A101 18" Side Drain Pipe End Treatment, Class 1 8 Each
650A000 Topsoil 540 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 2 Ton
665E000 Polyethylene 100 SQYD
665I000 Temporary Riprap, Class 2 50 Ton
665J002 Silt Fence 2,120 LF
665O001 Silt Fence Removal 2,120 LF
665Q002 Wattle 100 LF
Item No. Description Quantity UnitsACBRZ61382-ATRP(014) Page: 2
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 23,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 1 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 1 Mile
705A037 Pavement Markers, Class A-H, Type 2-D 24 Each
740B000 Construction Signs 208 SQFT
740C000 Special Construction Signs 9 SQFT
740F002 Barricades, Type III 10 Each
740I002 Warning Lights, Type B 5 Each
( ) Item will be bid as lump sum.
20160527021Contract ID:May 27, 2016Letting Date:
Projects:County: FRANKLIN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on 4th Street (Golden Road) fromthe intersection of SR-19 to the Mississippi State Line to include Bridge Replacement over anunnamed tributary to Bear Creek in Red Bay. Length 1.654 mi.
120 Working Days
The Bracket Estimate on this project is from $853,019 to $1,042,579 .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
021ACBR59643-ATRP(004)
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 78+33.23 (1) LS
206C000 Removing Concrete Sidewalk 69 SQYD
206C003 Removing Concrete Flumes 5 SQYD
206D001 Removing Guardrail 106 LF
206D003 Removing Curb And Gutter 144 LF
206E008 Removing Guardrail End Anchor (All Type) 4 Each
210D001 Borrow Excavation (Loose Truckbed Measurement) 4,077 CUYD
214A000 Structure Excavation 2,178 CUYD
214B001 Foundation Backfill, Commercial 161 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 860 SQYD
405A000 Tack Coat 2,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 34,330 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
3,000 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
69 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
250 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
50 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
75 Ton
424B680 Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
92 Ton
502A000 Steel Reinforcement 33,944 LB
524A010 Culvert Concrete 279 CUYD
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 199 Ton
610D003 Filter Blanket, Geotextile 257 SQYD
618A000 Concrete Sidewalk, 4" Thick 279 SQYD
618C000 Truncated Dome Retrofit 8 SQFT
623C000 Combination Curb & Gutter, Type C 144 LF
630A034 Steel Beam Guardrail, Class A, Type 2 (8'-0" Post) 492 LF
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 150 CUYD
Item No. Description Quantity UnitsACBR59643-ATRP(004) Page: 2
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
659C001 Erosion Control Product, Type S3 2,039 SQYD
665F000 Hay Bales 24 Each
665I000 Temporary Riprap, Class 2 106 Ton
665J002 Silt Fence 721 LF
665O001 Silt Fence Removal 721 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 44,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 4 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 4 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 1 Mile
701B007 Dotted Class 2T, Type A, Traffic Stripe 150 LF
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 14 Mile
703A004 Traffic Control Markings, Class 2T, Type A 2,652 SQFT
703B004 Traffic Control Legends, Class 2T, Type A 138 SQFT
703D001 Temporary Traffic Control Markings 380 SQFT
705A037 Pavement Markers, Class A-H, Type 2-D 220 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
26 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
56 LF
740B000 Construction Signs 678 SQFT
740D000 Channelizing Drums 50 Each
740E000 Cones (36 Inches High) 200 Each
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 8 Each
740M001 Ballast For Cone 200 Each
( ) Item will be bid as lump sum.
20160527023Contract ID:May 27, 2016Letting Date:
Projects:County: ST. CLAIR
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-26 from the junction of SR-25(US-231) in Ashville to west of the junction CR-335 (Days Drive) west of Ragland. Length5.972 mi.
30 Working Days
The Bracket Estimate on this project is from $1,439,363 to $1,759,222 .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:
$5.00
023ACNU61388-ATRP(004)
Item No. Description Quantity Units206D001 Removing Guardrail 1,625 LF
206E008 Removing Guardrail End Anchor (All Type) 26 Each
305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 2,975 Ton
401B108 Bituminous Treatment G (With Polymer Additive) 80,705 SQYD
405A000 Tack Coat 5,675 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
7,160 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
7,375 Ton
600A000 Mobilization . (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 569 LF
630A004 Steel Beam Guardrail, Class B, Type 2 748 LF
630C022 Guardrail End Anchor, Type Special 8 Each
630C050 Guardrail End Anchor, Type 20 Series 6 Each
630C070 Guardrail End Anchor, Type 10 Series 20 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 77,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 13 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 9 Mile
701A240 Broken White, Class 2, Type A Traffic Stripe 1 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 3 Mile
701B205 Dotted, Class 2, Type A, Traffic Stripe 2,000 LF
701C000 Broken Temporary Traffic Stripe 5 Mile
701C001 Solid Temporary Traffic Stripe 30 Mile
701G144 Solid White, Class W, Type A Traffic Stripe 748 LF
701G148 Broken Yellow, Class W, Type A Traffic Stripe 204 LF
701G152 Solid Yellow, Class W, Type A Traffic Stripe 544 LF
703A002 Traffic Control Markings, Class 2, Type A 1,158 SQFT
703D001 Temporary Traffic Control Markings 340 SQFT
705A031 Pavement Markers, Class A-H, Type 1-A 25 Each
705A032 Pavement Markers, Class A-H, Type 1-B 101 Each
705A037 Pavement Markers, Class A-H, Type 2-D 639 Each
740B000 Construction Signs 514 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
20160527026Contract ID:May 27, 2016Letting Date:
Projects:County: BUTLER
DBE Goal Percent: 10.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on North Conecuh Street, AirportRoad, Glendale Avenue, and Hickory Street at various locations in Greenville as indicated inthe plans. Length 3.328 mi.
80 Working Days
The Bracket Estimate on this project is from $1,098,400 to $1,342,489 .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
026ACOA61020-ATRP(010)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
1 Acre)(1) LS
206C000 Removing Concrete Sidewalk 39 SQYD
206D000 Removing Pipe 146 LF
206D002 Removing Curb 500 LF
206D003 Removing Curb And Gutter 60 LF
206E000 Removing Headwalls 2 Each
210A000 Unclassified Excavation 185 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 75 CUYD
214A000 Structure Excavation 470 CUYD
214B002 Foundation Backfill, Commercial ( ALDOT #467) 282 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 538 SQYD
305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 127 Ton
401A000 Bituminous Treatment A 538 SQYD
401A004 Bituminous Treatment E 60,327 SQYD
405A000 Tack Coat 98 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 60,327 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
5,285 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
95 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
700 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
1,100 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
100 Ton
502A000 Steel Reinforcement 30,780 LB
524A011 Culvert Concrete (Cast In Place) 162 CUYD
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 5 Each
610C001 Loose Riprap, Class 2 120 Ton
610D003 Filter Blanket, Geotextile 255 SQYD
618A000 Concrete Sidewalk, 4" Thick 44 SQYD
623B120 Concrete Curb, (Type Special) 350 LF
630A001 Steel Beam Guardrail, Class A, Type 2 188 LF
630C050 Guardrail End Anchor, Type 20 Series 4 Each
Item No. Description Quantity UnitsACOA61020-ATRP(010) Page: 2
641S500 Valve Box Reset 42 Each
645K500 Manhole Frame And Cover Reset 14 Each
650A000 Topsoil 100 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665I000 Temporary Riprap, Class 2 25 Ton
665J002 Silt Fence 2,275 LF
665O001 Silt Fence Removal 2,275 LF
665Q002 Wattle 240 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 58,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 3 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 7 Mile
701A240 Broken White, Class 2, Type A Traffic Stripe 2 Mile
701B205 Dotted, Class 2, Type A, Traffic Stripe 100 LF
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 14 Mile
701G258 Broken Yellow, Class 2, Type A Traffic Stripe 224 LF
703A002 Traffic Control Markings, Class 2, Type A 725 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 6 Each
705A031 Pavement Markers, Class A-H, Type 1-A 134 Each
705A032 Pavement Markers, Class A-H, Type 1-B 24 Each
705A037 Pavement Markers, Class A-H, Type 2-D 441 Each
730H001 Loop Wire 284 LF
740B000 Construction Signs 831 SQFT
740C000 Special Construction Signs 15 SQFT
740D000 Channelizing Drums 20 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 16 Each
740I002 Warning Lights, Type B 6 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20160527029Contract ID:May 27, 2016Letting Date:
Projects:County: TALLADEGA
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Bridge Replacement (Grade, Drain, Base, Pave, and Bridge) on SR-21over Southern Railroad in Munford. Length 1.078 mi.
300 Working Days
The Bracket Estimate on this project is from $6,738,774 to $8,236,279 .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:
$69.00
029BR-0021(548)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
19 Acres)(1) LS
205A001 Removal Of Structures, Structure No. 1 (Septic Tanks) 1 Each
205A002 Removal Of Structures, Structure No. 2 (Septic Tanks) 1 Each
205A003 Removal Of Structures, Structure No. 3 (Septic Tanks) 1 Each
205A004 Removal Of Structures, Structure No. 4 (Septic Tanks) 1 Each
205A005 Removal Of Structures, Structure No. 5 (Septic Tanks) 1 Each
205A006 Removal Of Structures, Structure No. 6 (Septic Tanks) 1 Each
205A007 Removal Of Structures, Structure No. 7 (Septic Tanks) 1 Each
205A008 Removal Of Structures, Structure No. 8 (Septic Tanks) 1 Each
205A009 Removal Of Structures, Structure No. 9 (Septic Tanks) 1 Each
206A000 Removal Of Old Bridge, Station 83+54.43 (1) LS
206D000 Removing Pipe 434 LF
206D001 Removing Guardrail 1,000 LF
206D030 Removing Utility Lines 3,595 LF
206E000 Removing Headwalls 25 Each
206E008 Removing Guardrail End Anchor (All Type) 8 Each
210A000 Unclassified Excavation 61,141 CUYD
210D000 Borrow Excavation 70,918 CUYD
214A000 Structure Excavation 662 CUYD
214B001 Foundation Backfill, Commercial 280 CUYD
231B001 Roadbed Stabilizing Material, ALDOT #467 4,918 Ton
260A003 Cement Mortar Flowable Backfill, Mix 4 32 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 36,784 SQYD
305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 300 Ton
401A000 Bituminous Treatment A 23,813 SQYD
405A000 Tack Coat 2,257 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 1,439 SQYD
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 400 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
1,857 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
2,794 Ton
Item No. Description Quantity UnitsBR-0021(548) Page: 2
424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
2,032 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
9 Ton
424B687 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
500 Ton
424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D
2,269 Ton
428A001 Scoring Bituminous Pavement Surface 3 Mile
450B000 Reinforced Cement Concrete Bridge End Slab 206 SQYD
502A001 Steel Reinforcement (Grade 60) 75,700 LB
502B000 Steel Reinforcement For Bridge Superstructure, Station 527+56.16, Approximately53,800 Pounds
(1) LS
505A006 Steel Test Piles (HP 14x117) 2 Each
505B061 Static Loading Tests (HP 14x117) 2 Each
505B091 Dynamic Loading Tests (HP 14x117) 2 Each
505G004 Pile Points (Type A, 14") 32 Each
505M006 Steel Piling Furnished And Driven (HP 14x117) 4,420 LF
508A000 Structural Steel 9,190 LB
510A031 Bridge Substructure Concrete, Class A (4000 PSI) 852 CUYD
510C051 Bridge Concrete Superstructure, Station 527+56.16, Approximately 302 Cubic Yards (1) LS
510E000 Grooving Concrete Bridge Decks 700 SQYD
511A073 Elastomeric Bearing Type 4 (Mark VB4) 14 Each
513B017 Pretensioned-Prestressed Concrete Girders, Type BT-72 (Specialty Item) 1,019 LF
529A012 Retaining Wall(MSE) 12,987 SQFT
530A002 24" Roadway Pipe (Class 3 R.C.) 95 LF
530A003 30" Roadway Pipe (Class 3 R.C.) 271 LF
530A013 24" Roadway Pipe (Class 4 R.C.) 118 LF
530A101 18" Roadway Pipe (Class 3 R.C.) (Extension) 48 LF
530A662 24" Roadway Pipe (Class 3 R.C.) (Temporary) 286 LF
530B006 59" Span, 36" Rise Roadway Pipe (Class 3 R.C.) 36 LF
530B007 65" Span, 40" Rise Roadway Pipe (Class 3 R.C.) 91 LF
535A001 18" Side Drain Pipe 456 LF
535B011 22" Span, 14" Rise Side Drain Pipe 61 LF
535B012 29" Span, 18" Rise Side Drain Pipe 96 LF
573A000 Aggregate Foundations 2,158 CUYD
600A000 Mobilization (1) LS
601A000 Furnishing Base, Soil And Structure Laboratories 1 Each
602A000 Right Of Way Markers 16 Each
606A000 6" Underdrain Pipe 250 LF
610C001 Loose Riprap, Class 2 216 Ton
610D003 Filter Blanket, Geotextile 455 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 2 Each
619A003 24" Roadway Pipe End Treatment, Class 1 3 Each
619A004 30" Roadway Pipe End Treatment, Class 1 4 Each
619A101 18" Side Drain Pipe End Treatment, Class 1 12 Each
619B021 59" Span, 36" Rise Roadway Pipe End Treatment, Class 1 2 Each
619B022 65" Span, 40" Rise Roadway Pipe End Treatment, Class 1 2 Each
Item No. Description Quantity UnitsBR-0021(548) Page: 3
619B116 22" Span, 14" Rise Side Drain Pipe End Treatment, Class 1 2 Each
619B267 29" Span, 18" Rise Roadway Pipe End Treatment, Class 1 (Double Line) 2 Each
620A000 Minor Structure Concrete 1 CUYD
621A004 Junction Boxes, Type 4 1 Each
621A011 Junction Boxes, Type 1 Or 1P 2 Each
621A019 Junction Boxes, Type 1 Or 2P 1 Each
630A001 Steel Beam Guardrail, Class A, Type 2 850 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C070 Guardrail End Anchor, Type 10 Series 4 Each
634E000 Industrial Fence, 6 Feet High, Special Mounting 311 LF
641A512 3/4 Inch Copper Water Service Line Laid 90 LF
641A518 2 Inch Copper Water Service Line Laid 241 LF
641A532 3/4 Inch P.E. Water Service Line Laid 480 LF
641A746 6 Inch P.V.C. Water Main Laid 3,450 LF
641E500 Fire Hydrant Reset 1 Each
641J516 6 Inch Gate Valve With Box 2 Each
641L500 Concrete for Water Mains (Thrust Blocks) 11 CUYD
641O520 8 Inch x 8 Inch Tapping Valve And Sleeve 1 Each
641P515 3/4 Inch Service Tap 15 Each
641P530 2 Inch Service Tap 1 Each
641R510 3/4 Inch Water Meter And Box Reset 15 Each
641T512 8 Inch Line Stop 1 Each
649A635 12 Inch Steel Encasement Pipe, Type 2 Installation 171 LF
649A800 2 Inch HDPE Encasement Pipe, Type 3 Installation 218 LF
649A830 4 Inch HDPE Encasement Pipe, Type 3 Installation 132 LF
650B000 Topsoil From Stockpiles 6,700 CUYD
652A100 Seeding 20 Acre
652C000 Mowing 72 Acre
656A010 Mulching 20 Acre
659C002 Erosion Control Product, Type S2 6,090 SQYD
659C004 Erosion Control Product, Type C2 1,982 SQYD
665A000 Temporary Seeding 20 Acre
665B001 Temporary Mulching 60 Ton
665I000 Temporary Riprap, Class 2 500 Ton
665J002 Silt Fence 12,225 LF
665N003 Temporary Coarse Aggregate,ALDOT Number 2 1,000 Ton
665O001 Silt Fence Removal 12,225 LF
665Q002 Wattle 560 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 396,630.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 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) 294 LF
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 4 Mile
Item No. Description Quantity UnitsBR-0021(548) Page: 4
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 314 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 314 LF
703A002 Traffic Control Markings, Class 2, Type A 110 SQFT
703B002 Traffic Control Legends, Class 2, Type A 23 SQFT
705A013 Pavement Markers, Class C, Type 2-A 534 Each
705A023 Pavement Markers, Class C, Type 2-D 267 Each
705A037 Pavement Markers, Class A-H, Type 2-D 83 Each
711A000 Roadway Sign Relocation (1) LS
713A000 Permanent Barricades 48 LF
740B000 Construction Signs 472 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 12 Each
740I002 Warning Lights, Type B 6 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
999 000 Trainee Hours At 80 Cents Per Hour 2,080 HOUR
( ) Item will be bid as lump sum.
20160527030Contract ID:May 27, 2016Letting Date:
Projects:County: SHELBY
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Sidewalk Installation (Grade, Drain, Curb and Gutter) on CR-105(Bearden Road) from the intersection of SR-3 (US-31) along Industrial Park Drive to PelhamHigh School. Length 1.458 mi.
210 Working Days
The Bracket Estimate on this project is from $1,821,454 to $2,226,221 .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:
$32.00
030CMAQ-5916(250)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00) (Approximately 4 Acres) (1) LS
206C000 Removing Concrete Sidewalk 80 SQYD
206C010 Removing Concrete Driveway 934 SQYD
206D000 Removing Pipe 229 LF
206D002 Removing Curb 23 LF
206D003 Removing Curb And Gutter 162 LF
206D005 Removing Gutter 165 LF
206E000 Removing Headwalls 8 Each
206E001 Removing Inlets 1 Each
206E008 Removing Guardrail End Anchor (All Type) 4 Each
206E042 Removing Inlets (Partial) 1 Each
210A000 Unclassified Excavation 5,604 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,365 CUYD
214A000 Structure Excavation 1,271 CUYD
214B001 Foundation Backfill, Commercial 1,599 CUYD
224A000 Lime Sink Excavation 50 CUYD
224B000 Special Backfill For Lime Sink 50 CUYD
260A002 Cement Mortar Flowable Backfill, Mix 3 50 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 3,030 SQYD
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
300 Ton
517D000 Sidewalk Handrail 905 LF
529A020 Retaining Wall # 1 5,173 SQFT
529A021 Retaining Wall # 2 778 SQFT
530A101 18" Roadway Pipe (Class 3 R.C.) (Extension) 50 LF
530A102 24" Roadway Pipe (Class 3 R.C.) (Extension) 30 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 733 LF
533A099 24" Storm Sewer Pipe (Class 3 R.C.) 361 LF
533B099 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.) 345 LF
535A001 18" Side Drain Pipe 102 LF
535A002 24" Side Drain Pipe 78 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 10 Each
610C001 Loose Riprap, Class 2 128 Ton
610D003 Filter Blanket, Geotextile 851 SQYD
Item No. Description Quantity UnitsCMAQ-5916(250) Page: 2
614A000 Slope Paving 130 CUYD
618A000 Concrete Sidewalk, 4" Thick 3,672 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 689 SQYD
618B005 Concrete Driveway, 10" Thick (Includes Wire Mesh) 280 SQYD
619A002 18" Roadway Pipe End Treatment, Class 1 6 Each
619A003 24" Roadway Pipe End Treatment, Class 1 2 Each
619A101 18" Side Drain Pipe End Treatment, Class 1 16 Each
619A102 24" Side Drain Pipe End Treatment, Class 1 2 Each
619A227 24" Roadway Pipe End Treatment, Class 2 (Double Line) 1 Each
619B117 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 1 Each
620A000 Minor Structure Concrete 1 CUYD
621A011 Junction Boxes, Type 1 Or 1P 8 Each
621B011 Junction Box Units, Type 1 Or 1P 5 Each
621C036 Inlets, Type S1 Or S3 (1 Wing) (Modified) 16 Each
621C046 Inlets, Type S Special (1 Wing) 5 Each
621C047 Inlets, Type S Special (2 Wing) 3 Each
621C109 Inlets, Type PD 1 Each
621C129 Inlets, Type C (Partial) 1 Each
621D015 Inlet Units, Type S1 Or S3 7 Each
623A000 Concrete Gutter 678 LF
623C004 Combination Curb & Gutter, Type C (Special) 6,153 LF
630A001 Steel Beam Guardrail, Class A, Type 2 625 LF
630C003 Guardrail End Anchor, Type 13 2 Each
630C050 Guardrail End Anchor, Type 20 Series 6 Each
650A000 Topsoil 1,447 CUYD
650B000 Topsoil From Stockpiles 488 CUYD
652A100 Seeding 2 Acre
652C000 Mowing 2 Acre
654A000 Solid Sodding 10,787 SQYD
659C002 Erosion Control Product, Type S2 3,265 SQYD
665A000 Temporary Seeding 3 Acre
665B001 Temporary Mulching 9 Ton
665G000 Sand Bags 800 Each
665I000 Temporary Riprap, Class 2 80 Ton
665J002 Silt Fence 3,410 LF
665O001 Silt Fence Removal 3,410 LF
665P005 Inlet Protection, Stage 3 Or 4 49 Each
665Q002 Wattle 1,000 LF
666A001 Pest Control Treatment 4 Acre
674A000 Construction Safety Fence 2,500 LF
680A001 Geometric Controls (1) LS
703A002 Traffic Control Markings, Class 2, Type A 434 SQFT
703B002 Traffic Control Legends, Class 2, Type A 273 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
35 SQFT
Item No. Description Quantity UnitsCMAQ-5916(250) Page: 3
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
56 LF
740B000 Construction Signs 514 SQFT
740D000 Channelizing Drums 250 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20160527037Contract ID:May 27, 2016Letting Date:
Projects:County: LIMESTONE
DBE Goal Percent: 10.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-2 (US-72) from just nearthe intersection of Jefferson Street (MP 74.600) in Athens to near the junction of McCulley MillRoad (MP 81.400). Length 6.552 mi.
75 Working Days
The Bracket Estimate on this project is from $4,234,215 to $5,175,151 .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
037NH-0002(570)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 373 SQYD
206D001 Removing Guardrail 775 LF
206E008 Removing Guardrail End Anchor (All Type) 42 Each
206E041 Removing Impact Attenuators 1 Each
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 3,207 Ton
405A000 Tack Coat 21,149 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 16 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 271,771 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
18,804 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
2,259 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
9,960 Ton
600A000 Mobilization (1) LS
629E013 Bridge Rail Retrofit,Type BC(NJ) 1,504 LF
629E015 Bridge Rail Retrofit, Type SC(CB) 1,032 LF
630A001 Steel Beam Guardrail, Class A, Type 2 838 LF
630C001 Guardrail End Anchor, Type 8 3 Each
630C003 Guardrail End Anchor, Type 13 15 Each
630C050 Guardrail End Anchor, Type 20 Series 15 Each
630C070 Guardrail End Anchor, Type 10 Series 8 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 237,030.00) (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) 16 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 14 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 26,050 LF
701C000 Broken Temporary Traffic Stripe 47 Mile
701C001 Solid Temporary Traffic Stripe 86 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 961 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 961 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,713 LF
Item No. Description Quantity UnitsNH-0002(570) Page: 2
701H001 Solid Traffic Stripe Removed (Plastic) 2,674 LF
701H006 Broken Traffic Stripe Removed (Plastic) 961 LF
703A002 Traffic Control Markings, Class 2, Type A 8,287 SQFT
703A011 Traffic Control Markings, Class W, Type A 680 SQFT
703B002 Traffic Control Legends, Class 2, Type A 1,973 SQFT
703D001 Temporary Traffic Control Markings 8,652 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 450 Each
705A031 Pavement Markers, Class A-H, Type 1-A 640 Each
705A032 Pavement Markers, Class A-H, Type 1-B 235 Each
705A037 Pavement Markers, Class A-H, Type 2-D 600 Each
705A038 Pavement Markers, Class A-H, Type 2-E 155 Each
720A025 Vehicular Impact Attenuator Assembly (Unidirectional,TL-3) 1 Each
730U400 Radar Detection System ( SR-2 at Jefferson St. (SR-27) (1) LS
730U401 Radar Detection System ( SR-2 at S. Clinton St.) (1) LS
730U402 Radar Detection System ( SR-2 at Wal-Mart Entrance and Zaxby's Entrance) (1) LS
730U403 Radar Detection System ( SR-2 at SR-3(US-31) SB Ramps) (1) LS
730U404 Radar Detection System ( SR-2 at SR-3(US-31) NB Ramps) (1) LS
730U405 Radar Detection System ( SR-2 at Bolyn St. and Cloverleaf Dr.) (1) LS
730U406 Radar Detection System ( SR-2 at Athens-Limestone Dr. and Edson St.) (1) LS
730U407 Radar Detection System ( SR-2 at I-65 SB Ramps) (1) LS
730U408 Radar Detection System ( SR-2 at I-65 NB Ramps) (1) LS
730U409 Radar Detection System ( SR-2 at Kelli Dr.) (1) LS
730U410 Radar Detection System ( SR-2 at Lindsay Ln.) (1) LS
730U411 Radar Detection System ( SR-2 at Mooresville Rd.) (1) LS
740B000 Construction Signs 1,895 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 350 Each
740M001 Ballast For Cone 350 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20160527038Contract ID:May 27, 2016Letting Date:
Projects:County: SHELBY
DBE Goal Percent: 9.00Contract Time:
Description: for constructing the Planing, Resurfacing, Bridge Rail Retrofit, Guardrail End Anchors, andTraffic Stripe on SR-3 (US-31) from the Bishop Creek Bridge to the Jefferson County Line.Length 2.659 mi.
40 Working Days
The Bracket Estimate on this project is from $1,973,234 to $2,411,730 .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-0003(597)
Item No. Description Quantity Units206D001 Removing Guardrail 1,725 LF
206E008 Removing Guardrail End Anchor (All Type) 10 Each
206E014 Removing Guardrail End Anchor (Type 2A) 4 Each
210A000 Unclassified Excavation 4 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 604 CUYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 500 Ton
405A000 Tack Coat 11,928 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 17 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 145,038 SQYD
410H000 Material Remixing Device 1 Each
424A281 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range E
11,768 Ton
424A287 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range E
855 Ton
424A290 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range E
662 Ton
424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E
2,000 Ton
424B288 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range E
500 Ton
428A001 Scoring Bituminous Pavement Surface 6 Mile
600A000 Mobilization (1) LS
629E015 Bridge Rail Retrofit, Type SC(CB) 508 LF
630A001 Steel Beam Guardrail, Class A, Type 2 1,775 LF
630C001 Guardrail End Anchor, Type 8 1 Each
630C003 Guardrail End Anchor, Type 13 5 Each
630C050 Guardrail End Anchor, Type 20 Series 2 Each
630C070 Guardrail End Anchor, Type 10 Series 8 Each
650A000 Topsoil 324 CUYD
652A100 Seeding 1 Acre
654A000 Solid Sodding 1,168 SQYD
656A010 Mulching 1 Acre
665J002 Silt Fence 1,000 LF
665O001 Silt Fence Removal 1,000 LF
665Q002 Wattle 1,000 LF
666A001 Pest Control Treatment 1 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 115,000.00) (1) LS
Item No. Description Quantity UnitsNH-0003(597) Page: 2
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 14 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 5,000 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 11,400 LF
701C000 Broken Temporary Traffic Stripe 22 Mile
701C001 Solid Temporary Traffic Stripe 25 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 127 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 127 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 127 LF
701H002 Solid Traffic Stripe Removed (Tape) 254 LF
701H007 Broken Traffic Stripe Removed (Tape) 127 LF
703A002 Traffic Control Markings, Class 2, Type A 30,346 SQFT
703B002 Traffic Control Legends, Class 2, Type A 1,659 SQFT
703D001 Temporary Traffic Control Markings 4,200 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 665 Each
705A031 Pavement Markers, Class A-H, Type 1-A 361 Each
705A032 Pavement Markers, Class A-H, Type 1-B 123 Each
705A038 Pavement Markers, Class A-H, Type 2-E 212 Each
730H001 Loop Wire 15,190 LF
740B000 Construction Signs 1,877 SQFT
740D000 Channelizing Drums 350 Each
740I002 Warning Lights, Type B 2 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 3 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20160527039Contract ID:May 27, 2016Letting Date:
Projects:County: JEFFERSON
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Planing, Resurfacing, Guardrail End Anchors, and Traffic Stripe onSR-150 from the I-459 Overpass to the intersection of SR-3 (US-31) in Hoover. Length 2.806mi.
45 Working Days
The Bracket Estimate on this project is from $1,614,340 to $1,973,082 .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
039NH-0150(503)
Item No. Description Quantity Units206D001 Removing Guardrail 79 LF
206E008 Removing Guardrail End Anchor (All Type) 8 Each
210D001 Borrow Excavation (Loose Truckbed Measurement) 200 CUYD
405A000 Tack Coat 8,536 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 20 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 124,572 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
11,523 Ton
424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
1,945 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
1,000 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
250 Ton
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 75 LF
630C001 Guardrail End Anchor, Type 8 1 Each
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 3 Each
650A000 Topsoil 80 CUYD
654A001 Solid Sodding (Bermuda) 152 SQYD
665G000 Sand Bags 1,140 Each
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
665Q002 Wattle 1,716 LF
666A001 Pest Control Treatment 1 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 86,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 9,178 LF
701C000 Broken Temporary Traffic Stripe 6 Mile
701C001 Solid Temporary Traffic Stripe 12 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 402 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 402 LF
Item No. Description Quantity UnitsNH-0150(503) Page: 2
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 402 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 402 LF
701H001 Solid Traffic Stripe Removed (Plastic) 803 LF
701H006 Broken Traffic Stripe Removed (Plastic) 803 LF
703A002 Traffic Control Markings, Class 2, Type A 10,008 SQFT
703B002 Traffic Control Legends, Class 2, Type A 1,435 SQFT
703D001 Temporary Traffic Control Markings 5,406 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 442 Each
705A031 Pavement Markers, Class A-H, Type 1-A 814 Each
705A032 Pavement Markers, Class A-H, Type 1-B 401 Each
705A037 Pavement Markers, Class A-H, Type 2-D 581 Each
705A038 Pavement Markers, Class A-H, Type 2-E 202 Each
707G001 Barrier Rail Mounted Delineator (Bi-Directional) 10 Each
710A125 Class 7, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14Gauge(Type IV, VII, VIII Or IX Background)
4 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
13 LF
730H001 Loop Wire 28,225 LF
740B000 Construction Signs 992 SQFT
740D000 Channelizing Drums 252 Each
740I002 Warning Lights, Type B 2 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 3 Each
( ) Item will be bid as lump sum.
20160527041Contract ID:May 27, 2016Letting Date:
Projects:County: HOUSTON
DBE Goal Percent: 12.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, Bridge Rail Retrofit, and TrafficStripe on SR-52 from the junction of CR-55 east of Webb to the Georgia State Line. Length8.338 mi.
110 Working Days
The Bracket Estimate on this project is from $2,140,563 to $2,616,244 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$15.00
041NH-HSIP-0052(510)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 85 SQYD
206D001 Removing Guardrail 3,588 LF
206E008 Removing Guardrail End Anchor (All Type) 18 Each
209A000 Mailbox Reset, Single 1 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 500 CUYD
212A000 Machine Grading Shoulders 375 STA
405A000 Tack Coat 10,989 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile
408B001 Micro-Milling Existing Pavement(Approximately 1.10" Thru 2.00" Thick) 146,514 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
12,088 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
300 Ton
424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
3,798 Ton
424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D
300 Ton
428A001 Scoring Bituminous Pavement Surface 16 Mile
600A000 Mobilization (1) LS
629E015 Bridge Rail Retrofit, Type SC(CB) 3,149 LF
630A001 Steel Beam Guardrail, Class A, Type 2 3,488 LF
630C003 Guardrail End Anchor, Type 13 12 Each
630C050 Guardrail End Anchor, Type 20 Series 6 Each
650A000 Topsoil 2,313 CUYD
652A100 Seeding 11 Acre
652C000 Mowing 90 Acre
656A010 Mulching 11 Acre
659C002 Erosion Control Product, Type S2 150 SQYD
665A000 Temporary Seeding 30 Acre
665B001 Temporary Mulching 90 Ton
665E000 Polyethylene 400 SQYD
665G000 Sand Bags 1,435 Each
665J002 Silt Fence 1,500 LF
665O001 Silt Fence Removal 1,500 LF
665P005 Inlet Protection, Stage 3 Or 4 2 Each
665Q002 Wattle 1,410 LF
Item No. Description Quantity UnitsNH-HSIP-0052(510) Page: 2
666A001 Pest Control Treatment 11 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 101,190.00) (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) 13 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 330 LF
701C000 Broken Temporary Traffic Stripe 8 Mile
701C001 Solid Temporary Traffic Stripe 42 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) 3,595 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 224 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 3,372 LF
703A002 Traffic Control Markings, Class 2, Type A 8,892 SQFT
703B002 Traffic Control Legends, Class 2, Type A 500 SQFT
703D001 Temporary Traffic Control Markings 4,321 SQFT
703E001 Temporary Traffic Control Legends 410 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 290 Each
705A032 Pavement Markers, Class A-H, Type 1-B 201 Each
705A037 Pavement Markers, Class A-H, Type 2-D 777 Each
705A038 Pavement Markers, Class A-H, Type 2-E 153 Each
740B000 Construction Signs 1,363 SQFT
740C000 Special Construction Signs 4 SQFT
740D000 Channelizing Drums 150 Each
740E000 Cones (36 Inches High) 150 Each
740I002 Warning Lights, Type B 8 Each
740M001 Ballast For Cone 150 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20160527044Contract ID:May 27, 2016Letting Date:
Projects:County: TALLAPOOSA
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-14 fromthe beginning of the 2-Lane Section at MP 196.177 in Tallassee to MP 198.849 (Site 1) andon SR-49 from the intersection of SR-14 to MP 14.354 near Sougahatchee Creek (Site 2).Length 8.036 mi.
85 Working Days
The Bracket Estimate on this project is from $3,228,389 to $3,945,808 .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
044STPAA-HSIP-0014(535), STPAA-HSIP-0049(507)
Item No. Description Quantity Units206D001 Removing Guardrail 71 LF
206E008 Removing Guardrail End Anchor (All Type) 4 Each
209A000 Mailbox Reset, Single 31 Each
210D001 Borrow Excavation (Loose Truckbed Measurement) 100 CUYD
401B100 Bituminous Treatment E (With Polymer Additive) 124,973 SQYD
405A000 Tack Coat 6,950 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 4,000 SQYD
410C000 Contractor Retained Profilograph 2 Each
410H000 Material Remixing Device 2 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range C/D
6,900 Ton
424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" MaximumAggregate Size Mix,ESAL Range C/D
225 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
13,250 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
600 Ton
424B661 Superpave Bituminous Concrete Upper Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
380 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
600 Ton
424B688 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
13,150 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
3,350 Ton
428A001 Scoring Bituminous Pavement Surface 17 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 2,505 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 710 SQYD
629A004 Concrete Median Or Safety Barrier, Type 4A (Modified) 106 LF
630A001 Steel Beam Guardrail, Class A, Type 2 50 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
665A000 Temporary Seeding 9 Acre
665B001 Temporary Mulching 27 Ton
665G000 Sand Bags 200 Each
665J002 Silt Fence 400 LF
Item No. Description Quantity UnitsSTPAA-HSIP-0014(535) Page: 2
665O001 Silt Fence Removal 400 LF
665Q002 Wattle 1,050 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 170,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 14 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 250 LF
701C000 Broken Temporary Traffic Stripe 12 Mile
701C001 Solid Temporary Traffic Stripe 144 Mile
703A002 Traffic Control Markings, Class 2, Type A 3,725 SQFT
703B002 Traffic Control Legends, Class 2, Type A 50 SQFT
703D001 Temporary Traffic Control Markings 3,000 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 100 Each
705A032 Pavement Markers, Class A-H, Type 1-B 450 Each
705A037 Pavement Markers, Class A-H, Type 2-D 775 Each
705A038 Pavement Markers, Class A-H, Type 2-E 150 Each
740B000 Construction Signs 1,930 SQFT
740O000 Pilot Car 2 Each
( ) Item will be bid as lump sum.
20160527046Contract ID:May 27, 2016Letting Date:
Projects:County: LEE
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-51 fromthe Russell County Line (MP 98.120) to the Opelika City Limits (MP 111.980). Length 13.859mi.
90 Working Days
The Bracket Estimate on this project is from $3,696,940 to $4,518,482 .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
046STPAA-HSIP-0051(513)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 250 SQYD
212A000 Machine Grading Shoulders 1,460 STA
405A000 Tack Coat 36,275 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 230,450 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range C/D
11,000 Ton
424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" MaximumAggregate Size Mix,ESAL Range C/D
1,650 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
20,100 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
1,000 Ton
424B658 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
1,000 Ton
424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
550 Ton
424B693 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
5,850 Ton
428A001 Scoring Bituminous Pavement Surface 28 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 3,500 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 335 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 50 LF
630C050 Guardrail End Anchor, Type 20 Series 2 Each
650A000 Topsoil 4,000 CUYD
652A100 Seeding 14 Acre
652C000 Mowing 14 Acre
654A000 Solid Sodding 300 SQYD
656A010 Mulching 14 Acre
659C002 Erosion Control Product, Type S2 500 SQYD
665A000 Temporary Seeding 14 Acre
665B001 Temporary Mulching 42 Ton
665F000 Hay Bales 100 Each
665G000 Sand Bags 100 Each
665J002 Silt Fence 4,150 LF
Item No. Description Quantity UnitsSTPAA-HSIP-0051(513) Page: 2
665O001 Silt Fence Removal 4,150 LF
665Q002 Wattle 500 LF
666A001 Pest Control Treatment 14 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 207,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 28 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 240 LF
701C000 Broken Temporary Traffic Stripe 10 Mile
701C001 Solid Temporary Traffic Stripe 155 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 382 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 121 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 262 LF
701H001 Solid Traffic Stripe Removed (Plastic) 644 LF
701H006 Broken Traffic Stripe Removed (Plastic) 121 LF
703A002 Traffic Control Markings, Class 2, Type A 2,800 SQFT
703B002 Traffic Control Legends, Class 2, Type A 338 SQFT
703D001 Temporary Traffic Control Markings 1,000 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 475 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,210 Each
705A038 Pavement Markers, Class A-H, Type 2-E 120 Each
740B000 Construction Signs 2,372 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 300 Each
740M001 Ballast For Cone 300 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20160527047Contract ID:May 27, 2016Letting Date:
Projects:County: MONTGOMERY
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Safety Widening, Planing, Resurfacing, and Traffic Stripe on SR-94 fromthe Ramer Town Limits (MP 6.000) to the junction of SR-53 (US-231) (MP 19.143). Length13.142 mi.
100 Working Days
The Bracket Estimate on this project is from $4,299,270 to $5,254,664 .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
047STPAA-HSIP-0094(501)
Item No. Description Quantity Units210A000 Unclassified Excavation 700 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 2,500 CUYD
212A000 Machine Grading Shoulders 1,376 STA
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,000 Ton
401B100 Bituminous Treatment E (With Polymer Additive) 225,100 SQYD
405A000 Tack Coat 17,400 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 201,750 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A356 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range C/D
12,450 Ton
424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" MaximumAggregate Size Mix,ESAL Range C/D
1,150 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
24,900 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
750 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
500 Ton
424B681 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
200 Ton
424B693 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
5,650 Ton
428A001 Scoring Bituminous Pavement Surface 27 Mile
502A000 Steel Reinforcement 870 LB
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 335 SQYD
620A000 Minor Structure Concrete 7 CUYD
650A000 Topsoil 5,000 CUYD
652A100 Seeding 26 Acre
652C000 Mowing 26 Acre
654A000 Solid Sodding 250 SQYD
656A010 Mulching 26 Acre
659C002 Erosion Control Product, Type S2 500 SQYD
665A000 Temporary Seeding 26 Acre
665B001 Temporary Mulching 76 Ton
665F000 Hay Bales 100 Each
Item No. Description Quantity UnitsSTPAA-HSIP-0094(501) Page: 2
665G000 Sand Bags 100 Each
665J002 Silt Fence 3,900 LF
665O001 Silt Fence Removal 3,900 LF
665Q002 Wattle 500 LF
666A001 Pest Control Treatment 26 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 240,720.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 27 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 19 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701C000 Broken Temporary Traffic Stripe 6 Mile
701C001 Solid Temporary Traffic Stripe 202 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 985 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 370 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 385 LF
701H001 Solid Traffic Stripe Removed (Plastic) 1,370 LF
701H006 Broken Traffic Stripe Removed (Plastic) 385 LF
703A002 Traffic Control Markings, Class 2, Type A 400 SQFT
703D001 Temporary Traffic Control Markings 400 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 270 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,342 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
556 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
892 LF
740B000 Construction Signs 2,226 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 300 Each
740M001 Ballast For Cone 300 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20160527050Contract ID:May 27, 2016Letting Date:
Projects:County: CHEROKEE
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-46 from the junction of CR-91 to thejunction of CR-41 in Broomtown and on CR-47 from the junction of CR-52 to the DeKalbCounty Line. Length 4.100 mi.
30 Working Days
The Bracket Estimate on this project is from $434,746 to $531,356 .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
050STPNU-1016(251), STPNU-1016(250)
Item No. Description Quantity Units401B100 Bituminous Treatment E (With Polymer Additive) 46,875 SQYD
405A000 Tack Coat 1,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
3,695 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
200 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,650 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 25,700.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 9 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 6 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 2 Mile
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 12 Mile
701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 250 LF
703A002 Traffic Control Markings, Class 2, Type A 150 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 131 Each
705A037 Pavement Markers, Class A-H, Type 2-D 402 Each
740B000 Construction Signs 285 SQFT
740E000 Cones (36 Inches High) 25 Each
740M001 Ballast For Cone 25 Each
( ) Item will be bid as lump sum.
20160527053Contract ID:May 27, 2016Letting Date:
Projects:County: CALHOUN
Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on Coffee Street from theintersection of SR-21 to the junction of Alexandria Road in Jacksonville. Length 0.620 mi.
30 Working Days
The Bracket Estimate on this project is from $242,288 to $296,129 .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
053STPOA-7434(600)
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 205 SQYD
206D003 Removing Curb And Gutter 90 LF
206D005 Removing Gutter 200 LF
206E001 Removing Inlets 5 Each
209A000 Mailbox Reset, Single 5 Each
401B108 Bituminous Treatment G (With Polymer Additive) 10,761 SQYD
405A000 Tack Coat 310 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 10,761 SQYD
424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
798 Ton
424A349 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
36 Ton
424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" 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
100 Ton
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 170 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 40 SQYD
620A000 Minor Structure Concrete 5 CUYD
621C017 Inlets, Type S1 Or S3 (2 Wing) 5 Each
621G005 Inlet Grates, Type B 1 Each
622A002 Manhole Covers Reset (Sanitary) 6 Each
623A001 Concrete Gutter (Valley) 200 LF
623C000 Combination Curb & Gutter, Type C 90 LF
641S500 Valve Box Reset 11 Each
645K500 Manhole Frame And Cover Reset 2 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 12,775.00) (1) LS
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 2 Mile
701C001 Solid Temporary Traffic Stripe 2 Mile
703A002 Traffic Control Markings, Class 2, Type A 1,102 SQFT
703D001 Temporary Traffic Control Markings 270 SQFT
705A037 Pavement Markers, Class A-H, Type 2-D 82 Each
730H001 Loop Wire 144 LF
730I001 Loop Detector Lead-In-Cable 10 LF
730K000 Traffic Signal Junction Box 1 Each
Item No. Description Quantity UnitsSTPOA-7434(600) Page: 2
740B000 Construction Signs 352 SQFT
740D000 Channelizing Drums 25 Each
740E000 Cones (36 Inches High) 25 Each
740M001 Ballast For Cone 25 Each
( ) Item will be bid as lump sum.
20160527056Contract ID:May 27, 2016Letting Date:
Projects:County: MOBILE
Contract Time:
Description: for constructing the Demolition of Building Structures and Site Improvements on Old WaterStreet, Eslava Street, Royal Street, and Water Street in Mobile.
30 Working Days
The Bracket Estimate on this project is from $163,960 to $200,396 .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
056ST-049-000-010
Item No. Description Quantity Units205A001 Removal Of Structures, Structure No. 1 1 Each
205A002 Removal Of Structures, Structure No. 2 1 Each
205A003 Removal Of Structures, Structure No. 3 1 Each
600A000 Mobilization (1) LS
634C000 Industrial Fence, 6 Feet High Plus Barbed Wire (Vertical Arms) 124 LF
650A000 Topsoil 586 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665J002 Silt Fence 800 LF
665O001 Silt Fence Removal 800 LF
665Q002 Wattle 200 LF
674A000 Construction Safety Fence 200 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 9,000.00) (1) LS
( ) Item will be bid as lump sum.
20160527200Contract ID:May 27, 2016Letting Date:
Projects:County: ELMORE
Contract Time:
Description: for constructing the Clearing, Grubbing, Structure and Underground Storage Tank Removalon SR-14 from just west of the junction of Coosada Parkway to a point east of the junction ofSR-143 in Elmore. Length 1.353 mi.
45 Working Days
The Bracket Estimate on this project is from $460,694 to $563,070 .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
200
THIS PROJECT HAS BEEN DESIGNATED AS AN SBE PROJECT, AND CAN ONLY BE BID ON BY QUALIFIEDSBE CONTRACTORS THAT HAVE BEEN PRE-APPROVED BY THE ALDOT DBE UNIT AND ALDOT OFFICEENGINEER.
STPAA-0014(534)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approximately
40 Acres)(1) LS
205A001 Removal Of Structures, Structure No. 1 1 Each
205A002 Removal Of Structures, Structure No. 2 1 Each
206D011 Removing Fence 760 LF
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,000 CUYD
250B002 Disposal Of Hydrocarbon Contaminated Soil (Specialty Item) 100 CUYD
250C000 Underground Storage Tank Removal (Specialty Item) 4 Each
250N000 Removal/Disposal Of Tank Contents (Sludge) (Specialty Item) 1,000 Gal
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 50 Each
610D003 Filter Blanket, Geotextile 267 SQYD
650A000 Topsoil 1,000 CUYD
652A100 Seeding 40 Acre
656A010 Mulching 40 Acre
659C002 Erosion Control Product, Type S2 10,000 SQYD
665A000 Temporary Seeding 40 Acre
665B001 Temporary Mulching 240 Ton
665F000 Hay Bales 260 Each
665G000 Sand Bags 100 Each
665J002 Silt Fence 11,600 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 500 Ton
665O001 Silt Fence Removal 11,600 LF
665Q002 Wattle 400 LF
666A001 Pest Control Treatment 40 Acre
674A000 Construction Safety Fence 1,000 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 29,500.00) (1) LS
740B000 Construction Signs 374 SQFT
740D000 Channelizing Drums 200 Each
740E000 Cones (36 Inches High) 300 Each
740M001 Ballast For Cone 300 Each
( ) Item will be bid as lump sum.