ALABAMADepartment of Transportation
www.dot.state.al.us
Notice to ContractorsTransportation Letting
May 29, 201510:00 am
Alabama Department of Transportation1409 Coliseum Boulevard, Room E-108
Montgomery Alabama 36110
Plans and Proposalstelephone: 334.242.6444
e-mail: [email protected]: 334.264.7976cell: 334.322.1754cell: 334.850.5328
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 TRANSPORTATION 1409 COLISEUM BOULEVARD
MONTGOMERY ALABAMA 36110-2060
2015 SPECIAL AND STANDARD HIGHWAY DRAWINGS The Alabama Department of Transportation is using the 2015 Edition of the Special and Standard Highway Drawings Book for projects let during Calendar Year 2015. This book is published in two volumes. Volume I contains U.S. Customary (English) Units and Volume II contains Metric Units of measurement. Printed volumes may be purchased separately at the cost of $125.00 each which includes standard ground shipment via UPS. A compact disk (CD) is available for $25.00. The CD contains both English and Metric Drawings. If you prefer that the books be sent overnight by another carrier you should provide your account number below. The books are also available on our website at www.dot.state.al.us. Look for the Project Letting link. Please complete the request form below and mail it, along with a check or money order made payable to “Alabama Department of Transportation” to:
Alabama Department of Transportation Bureau of Office Engineer, Plans & Proposal Section
1409 Coliseum Boulevard – Room E-108 Montgomery Alabama 36110-2060
Company Name: _________________________________________________________________________________ Shipping Address: _______________________________________________________________________________ _______________________________________________________________________________ Quanity: _______x $125.00 per U.S. Book == $_______________ _______x $125.00 per Metric Book == $_______________ _______x $25.00 per Compact Disk == $_______________ Total: $_______________ Delivery Options (Select One) _______Standard UPS Ground _______Overnight, Provide Shipping Acct Number: ________________________ _______Pick up
COMPANY NAME: BY:
MAIL ADDRESS:
SHIPPING ADDRESS:
CITY, STATE, ZIP:
CITY, STATE, ZIP: PHONE:
DELIVERY OPTIONS:
(CHECK ONE)
STANDARD MAIL/SHIP (VIA UPS)
OVERNIGHT (PLEASE PROVIDE YOUR FED-EX ACCT #_________________________)
WILL PICK UP
NOTE: You are limited to one bidding proposal per project. You must be pre-qualified to purchase a bidding proposal. Bidding files are available at our website. www.dot.state.al.us
PLANSPRICE
BIDDINGPROPOSAL(ONE EACH)
PLANSQTY.
WE ARE NO LONGER ACCEPTING 3.5" DISKETTES.
$32.00 002 . APDF-IMF-0004(530), WALKER$5.00$26.00 005 . ACAA59530-ATRP(002), MOBILE$5.00$18.00 006 . ACAA59581-ATRP(006), RUSSELL$5.00$31.00 009 . ACBR58519-ATRP(010), HOUSTON$5.00
$9.00 010 . ACBR59399-ATRP(012), BARBOUR$5.00$8.00 011 . ACBR62448-ATRP(009), FRANKLIN$5.00$6.00 014 . ACBRZ58361-ATRP(001), CALHOUN$5.00
$12.00 015 . ACBRZ58617-ATRP(004), ETOWAH$5.00$9.00 016 . ACBRZ60323-ATRP (012), FAYETTE, ETC.$5.00$9.00 017 . ACBRZ62453-ATRP(009), FRANKLIN$5.00$3.00 020 . ACNU58347-ATRP(002), LOWNDES$5.00
$10.00 021 . ACNU59571-ATRP(016), RUSSELL$5.00$3.00 023 . ACNU61039-ATRP(012), AUTAUGA$5.00$7.00 024 . ACNU61229-ATRP(014), ETC., DEKALB$5.00$6.00 025 . ACNU61231-ATRP(014), ETC., DEKALB$5.00$5.00 026 . ACNU61274-ATRP (012), CULLMAN$5.00$3.00 027 . ACNU62433-ATRP(009), FRANKLIN$5.00$3.00 028 . ACNU62434-ATRP(004), FRANKLIN$5.00$7.00 035 . ACOA59524-ATRP(009), ESCAMBIA$5.00$5.00 036 . ACOA62220-ATRP(008), LIMESTONE$5.00$3.00 037 . ACOA62973-ATRP(012), FRANKLIN$5.00$2.00 038 . ACOA62974-ATRP(013), FRANKLIN$5.00$5.00 042 . BR-1214(257), CHOCTAW$5.00
$14.00 045 . IM-I059(353), SUMTER$5.00$27.00 046 . IM-I059(360), GREENE$5.00$42.00 048 . IM-IMD-I065(435), SHELBY$5.00
$9.00 051 . NH-0003(592), ESCAMBIA$5.00$7.00 052 . NH-0010(538), PIKE$5.00$6.00 053 . NH-0013(594), TUSCALOOSA$5.00$4.00 055 . NH-HSIP-0001(586), RANDOLPH$5.00$7.00 056 . NH-HSIP-0005(543), WILCOX$5.00
$12.00 057 . NH-HSIP-0012 (560), COVINGTON$5.00$20.00 062 . STPAA-HSIP-0004(529), JEFFERSON$5.00
$4.00 063 . STPAA-HSIP-0048(504), RANDOLPH$5.00$16.00 064 . STPAA-HSIP-0055(511), COVINGTON$5.00
$3.00 065 . STPAA-HSIP-0063(504), ELMORE$5.00$12.00 066 . STPAA-HSIP-0125(503), ETC., COFFEE$5.00$19.00 067 . STPAA-HSIP-0093(502), ETC., PIKE$5.00
$3.00 073 . STPNU-0814(252), CALHOUN$5.00$3.00 074 . STPNU-1714(253), COLBERT$5.00
May 29, 2015
$3.00 075 . STPNU-1915(250), COOSA$5.00$3.00 076 . STPNU-2615(251), ELMORE$5.00$4.00 077 . STPNU-2814(251), ETOWAH$5.00$3.00 078 . STPNU-3514 (255), HOUSTON$5.00$4.00 079 . STPNU-5613(251), RANDOLPH$5.00$3.00 080 . STPNU-6214(250), TALLAPOOSA$5.00$5.00 085 . 99-505-990-500-401, HALE, ETC.$5.00$4.00 086 . 99-506-690-000-401, MONTGOMERY, ETC.$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 . HPP-1602(511), MOBILE$5.00
PLEASE INDICATE QUANTITY OF OTHER ITEMS DESIRED:
EACH QTY.
** SEND ONE CHECK ONLY.** FAX OR E-MAIL ORDERS REQUIRE A COPY OF THE CHECKMAKE CHECKS PAYABLE TO: ALABAMA DEPARTMENT OF TRANSPORTATION
1409 COLISEUM BOULEVARDOFFICE ENGINEER - ROOM E-108MONTGOMERY, ALABAMA 36110PHONE: (334) 242-6441, 6442, 6526 FAX: (334) 264-7976e-mail: [email protected]
ORDER TOTAL: $ PAID BY: DATE:
_____ 2015 STANDARD HIGHWAY DRAWINGS_____ 2015 METRIC STANDARD HIGHWAY DRAWINGS_____ 2015 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
May 29, 2015
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 he 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 29, 2015 and at that time publicly opened for constructing the followingprojects as described herein.
For Federal Aid Projects:
Minimum Wage Rates have been pre-determined by the Secretary of Labor and are set forth in theadvertised specifications. Federal Aid Projects are also subject to the contract work hours and SafetyStandards Act and its implementing regulations.
JOHN R. COOPERTransportation Director
20150529002Contract ID:May 29, 2015Letting Date:
Projects:County: WALKER
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Ultimate Paving, Guardrail Installation, and Traffic Stripe on I-22 (CorridorX) from the SR-118 Interchange (MP 51.830) to the SR-118 Overpass Ramps (MP 57.440)west of Jasper. Length 5.535 mi.
180 Working Days
The Bracket Estimate on this project is from $14,818,281 to $18,111,232 .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
002APDF-IMF-0004(530)
Item No. Description Quantity Units206D001 Removing Guardrail 4,625 LF
206E008 Removing Guardrail End Anchor (All Type) 50 Each
210D000 Borrow Excavation 17,500 CUYD
405A000 Tack Coat 43,362 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 28 Mile
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 467,540 SQYD
408A054 Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick) 620 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 30,180 Ton
423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size 30,415 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
18,565 Ton
424B581 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range E
84,844 Ton
424B584 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL E
2,390 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
12,156 Ton
428A001 Scoring Bituminous Pavement Surface 22 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,000 Ton
534A000 Cleaning Pipe Underdrain Outlets 145 Each
600A000 Mobilization (1) LS
603A002 Furnishing Type 3 Field Office 1 Each
605B000 Special Underdrain Outlet, Type A 10 Each
630A001 Steel Beam Guardrail, Class A, Type 2 6,138 LF
630C001 Guardrail End Anchor, Type 8 15 Each
630C003 Guardrail End Anchor, Type 13 10 Each
630C070 Guardrail End Anchor, Type 10 Series 25 Each
650A000 Topsoil 1,500 CUYD
652A100 Seeding 15 Acre
654A001 Solid Sodding (Bermuda) 35,041 SQYD
656A010 Mulching 15 Acre
665A000 Temporary Seeding 15 Acre
665B001 Temporary Mulching 45 Ton
665G000 Sand Bags 150 Each
665J002 Silt Fence 20,750 LF
Item No. Description Quantity UnitsAPDF-IMF-0004(530) Page: 2
665O001 Silt Fence Removal 20,750 LF
665P005 Inlet Protection, Stage 3 Or 4 86 Each
665Q002 Wattle 6,500 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 776,726.00) (1) LS
701A087 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1 Mile
701A091 Solid White, Class W, Type A Traffic Stripe (5" Wide) 1 Mile
701A099 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1 Mile
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 17 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 23 Mile
701B027 Dotted, Class W, Type A Traffic Stripe (5" Wide) 918 LF
701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 5,200 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 5,581 LF
701C000 Broken Temporary Traffic Stripe 28 Mile
701C001 Solid Temporary Traffic Stripe 36 Mile
701D005 Solid Traffic Stripe Removed 1 Mile
701D013 Broken Traffic Stripe Removed 1 Mile
701F000 Dotted Temporary Traffic Stripe 25,674 LF
701F010 Dotted Temporary Traffic Stripe (Lane Drop) 9,450 LF
701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 2,400 LF
703A002 Traffic Control Markings, Class 2, Type A 17,771 SQFT
703B002 Traffic Control Legends, Class 2, Type A 662 SQFT
703C000 Removal Of Existing Traffic Control Markings Or Legends (Paint) 1,500 SQFT
703D001 Temporary Traffic Control Markings 17,771 SQFT
705A011 Pavement Markers, Class C, Type 1-A 1,120 Each
705A012 Pavement Markers, Class C, Type 1-B 800 Each
705A022 Pavement Markers, Class C, Type 2-C 1,920 Each
705A030 Pavement Markers, Class A-H, Type 2-C 284 Each
705A031 Pavement Markers, Class A-H, Type 1-A 3,925 Each
705A032 Pavement Markers, Class A-H, Type 1-B 420 Each
728A000 Truck Mounted Impact Attenuator Unit 2 Each
740B000 Construction Signs 3,005 SQFT
740C000 Special Construction Signs 96 SQFT
740D000 Channelizing Drums 1,000 Each
740E000 Cones (36 Inches High) 100 Each
740F002 Barricades, Type III 4 Each
740I002 Warning Lights, Type B 12 Each
740M001 Ballast For Cone 100 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 4 Each
742A001 Portable Changeable Message Sign, Type 2 4 Each
999 000 Trainee Hours At 80 Cents Per Hour 1,760 HOUR
( ) Item will be bid as lump sum.
20150529005Contract ID:May 29, 2015Letting Date:
Projects:County: MOBILE
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Intersection Improvements on CR-19 (Irvington-Bayou La Batre Highway)at the intersection of CR-24 (Half Mile Road). Length 0.148 mi.
120 Working Days
The Bracket Estimate on this project is from $805,388 to $948,363 .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:
$26.00
005ACAA59530-ATRP(002)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately
2.0 Acres)(1) LS
206C002 Removing Concrete Slope Paving 6 SQYD
206D000 Removing Pipe 275 LF
206E000 Removing Headwalls 12 Each
210A000 Unclassified Excavation 2,265 CUYD
210D012 Borrow Excavation (A-2-4(0) Or A-4(0)) 8,838 CUYD
214A000 Structure Excavation 1,053 CUYD
214B000 Foundation Backfill, Local 500 CUYD
230A000 Roadbed Processing 11 RBST
401A000 Bituminous Treatment A 2,419 SQYD
405A000 Tack Coat 245 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 423 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
582 Ton
424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
400 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
20 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
14 Ton
424C360 Superpave Bituminous Concrete Base Layer, 1" Maximum Aggregate Size Mix, ESALRange C/D
409 Ton
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 500 Ton
530A012 18" Roadway Pipe (Class 4 R.C.) 128 LF
530B090 29" Span, 18" Rise Roadway Pipe (Class 4 R.C.) 197 LF
530B102 44" Span, 27" Rise Roadway Pipe (Class 4 R. C.) (Extension) 95 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 253 LF
533B099 29" Span, 18" Rise Storm Sewer Pipe (Class 3 R.C.) 527 LF
533B101 44" Span, 27" Rise Storm Sewer Pipe (Class 3 R.C.) 324 LF
535A080 18" Side Drain Pipe (Class 3 R.C.) 111 LF
535B092 44" Span, 27" Rise Side Drain Pipe (Class 3 R.C.) 39 LF
600A000 Mobilization (1) LS
605B001 Special Underdrain Outlet, Type B 1 Each
606A012 6" Underdrain Pipe,Type 8 437 LF
610D003 Filter Blanket, Geotextile 131 SQYD
614A000 Slope Paving 44 CUYD
Item No. Description Quantity UnitsACAA59530-ATRP(002) Page: 2
614B000 Reinforced Slope Paving 67 CUYD
619A101 18" Side Drain Pipe End Treatment, Class 1 11 Each
619B117 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 2 Each
619B144 44" Span, 27" Rise Side Drain Pipe End Treatment, Class 2 4 Each
619B339 29" Span, 18" Rise Side Drain Pipe End Treatment, Class 1 (Double Line) 1 Each
620A000 Minor Structure Concrete 2 CUYD
621A013 Junction Boxes, Type Special 6 Each
621B035 Junction Box Units, Type Special 4 Each
621C030 Inlets, Type "Special" 1 Each
621C109 Inlets, Type PD 1 Each
621C110 Inlets, Type PD-6 1 Each
623C003 Combination Curb & Gutter, Type C (Modified) 846 LF
637A001 Fence Reset (Includes All Types) 414 LF
649A525 8 Inch Steel Encasement Pipe, Type 1 Installation 35 LF
650A000 Topsoil 915 CUYD
652A100 Seeding 2 Acre
652C000 Mowing 2 Acre
654A003 Solid Sodding (Centipede) 59 SQYD
656A010 Mulching 2 Acre
659C001 Erosion Control Product, Type S3 5,100 SQYD
665A000 Temporary Seeding 2 Acre
665B001 Temporary Mulching 4 Ton
665C010 Temporary Pipe 24 LF
665E000 Polyethylene 5,100 SQYD
665F000 Hay Bales 400 Each
665I000 Temporary Riprap, Class 2 24 Ton
665J002 Silt Fence 2,000 LF
665O001 Silt Fence Removal 2,000 LF
665P005 Inlet Protection, Stage 3 Or 4 9 Each
665Q002 Wattle 392 LF
666A001 Pest Control Treatment 2 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 58,250.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B065 Dotted Class 2, Type A Traffic Stripe (Roundabout 10" Wide) 108 LF
701C001 Solid Temporary Traffic Stripe 3 Mile
701D008 Solid Traffic Stripe Removed (Plastic) 3 Mile
701F000 Dotted Temporary Traffic Stripe 189 LF
703A002 Traffic Control Markings, Class 2, Type A 1,203 SQFT
703B002 Traffic Control Legends, Class 2, Type A 100 SQFT
703D001 Temporary Traffic Control Markings 300 SQFT
705A023 Pavement Markers, Class C, Type 2-D 110 Each
705A030 Pavement Markers, Class A-H, Type 2-C 149 Each
705A037 Pavement Markers, Class A-H, Type 2-D 68 Each
705A038 Pavement Markers, Class A-H, Type 2-E 317 Each
Item No. Description Quantity UnitsACAA59530-ATRP(002) Page: 3
740B000 Construction Signs 910 SQFT
740D000 Channelizing Drums 72 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 13 Each
740I002 Warning Lights, Type B 8 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
742A002 Portable Changeable Message Sign, Type 1 2 Each
750D200 Electrical Junction Box,Type 1 15 Each
756A001 3" Electrical Conduit, 1 Line, Type 1 Installation 353 LF
758D000 Conduit, 2" PVC 1,381 LF
( ) Item will be bid as lump sum.
20150529006Contract ID:May 29, 2015Letting Date:
Projects:County: RUSSELL
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing, Traffic Stripe, and Signal Improvements on CR-418(Crawford Road/13th Street) from the intersection of SR-1 (US-280/431) to the junction of 3rdAvenue in Phenix City. Length 1.867 mi.
85 Working Days
The Bracket Estimate on this project is from $1,960,095 to $2,395,672 .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
006ACAA59581-ATRP(006)
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 163 SQYD
206D002 Removing Curb 382 LF
206D003 Removing Curb And Gutter 252 LF
206E042 Removing Inlets (Partial) 1 Each
405A000 Tack Coat 4,148 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 82,964 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
9,126 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
50 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
75 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
424 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
75 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 120 SQYD
618A001 Concrete Sidewalk, 6" Thick 197 SQYD
621C062 Inlets, Type S3 (2 Wing) (Partial) 1 Each
623B002 Concrete Curb, Type A 1,048 LF
623C000 Combination Curb & Gutter, Type C 142 LF
650A000 Topsoil 50 CUYD
652A100 Seeding 1 Acre
654A001 Solid Sodding (Bermuda) 200 SQYD
656A010 Mulching 1 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665G000 Sand Bags 100 Each
665J002 Silt Fence 200 LF
665O001 Silt Fence Removal 200 LF
665P005 Inlet Protection, Stage 3 Or 4 10 Each
665Q002 Wattle 150 LF
666A001 Pest Control Treatment 1 Acre
674A000 Construction Safety Fence 500 LF
680A001 Geometric Controls (1) LS
Item No. Description Quantity UnitsACAA59581-ATRP(006) Page: 2
698A000 Construction Fuel (Maximum Bid Limited to $ 104,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 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) 3 Mile
701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 2,876 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 2,294 LF
701C000 Broken Temporary Traffic Stripe 7 Mile
701C001 Solid Temporary Traffic Stripe 7 Mile
703A002 Traffic Control Markings, Class 2, Type A 5,224 SQFT
703B002 Traffic Control Legends, Class 2, Type A 404 SQFT
703D001 Temporary Traffic Control Markings 4,034 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 249 Each
705A031 Pavement Markers, Class A-H, Type 1-A 348 Each
705A037 Pavement Markers, Class A-H, Type 2-D 173 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
239 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
14 LF
730A000 Removal Of Existing Traffic Control Unit ( Opelika Road) (1) LS
730A001 Removal Of Existing Traffic Control Unit ( 20th Avenue) (1) LS
730A002 Removal Of Existing Traffic Control Unit ( 17th Avenue) (1) LS
730A003 Removal Of Existing Traffic Control Unit ( 14th Street) (1) LS
730A004 Removal Of Existing Traffic Control Unit ( 9th Avenue) (1) LS
730A005 Removal Of Existing Traffic Control Unit ( Broad Street) (1) LS
730A006 Removal Of Existing Traffic Control Unit ( 3rd Avenue) (1) LS
730A053 Removal Of Existing Traffic Control Unit (Temporary) ( Opelika Road) (1) LS
730A054 Removal Of Existing Traffic Control Unit (Temporary) ( 20th Avenue) (1) LS
730A056 Removal Of Existing Traffic Control Unit (Temporary) ( 9th Avenue) (1) LS
730C000 Furnishing And Installing Traffic Control Unit ( Opelika Road) (1) LS
730C001 Furnishing And Installing Traffic Control Unit ( 20th Avenue) (1) LS
730C002 Furnishing And Installing Traffic Control Unit ( 17th Avenue) (1) LS
730C003 Furnishing And Installing Traffic Control Unit ( 14th Street) (1) LS
730C004 Furnishing And Installing Traffic Control Unit ( 9th Avenue) (1) LS
730C005 Furnishing And Installing Traffic Control Unit ( Broad Street) (1) LS
730C006 Furnishing And Installing Traffic Control Unit ( 3rd Avenue) (1) LS
730C007 Furnishing And Installing Traffic Control Unit ( Temporary) (Opelika Road) (1) LS
730C008 Furnishing And Installing Traffic Control Unit ( Temporary) (20th Avenue) (1) LS
730C009 Furnishing And Installing Traffic Control Unit ( Temporary) (9th Avenue) (1) LS
730E000 Metal Traffic Signal Pole Foundation 17 Each
730F000 Metal Traffic Signal Pole With 38ft and 20ft Mast Arms 1 Each
730F001 Metal Traffic Signal Pole With 25ft Mast Arms 1 Each
730F002 Metal Traffic Signal Pole With 36ft Mast Arms 2 Each
730F003 Metal Traffic Signal Pole With 55ft Mast Arms 4 Each
730F004 Metal Traffic Signal Pole With 42ft and 40ft Mast Arms 1 Each
730F005 Metal Traffic Signal Pole With 32ft Mast Arms 1 Each
Item No. Description Quantity UnitsACAA59581-ATRP(006) Page: 3
730F006 Metal Traffic Signal Pole With 48ft and 33ft Mast Arms 1 Each
730F007 Metal Traffic Signal Pole With 33ft and 16ft Mast Arms 1 Each
730F008 Metal Traffic Signal Pole With 46ft Mast Arms 2 Each
730F009 Metal Traffic Signal Pole With 70ft Mast Arms 2 Each
730F010 Metal Traffic Signal Pole With 50ft and 33ft Mast Arms 1 Each
730H001 Loop Wire 14,985 LF
730I001 Loop Detector Lead-In-Cable 10,040 LF
730J010 Vehicle Loop Detector 55 Each
730K000 Traffic Signal Junction Box 43 Each
730L004 2", Metallic, Conduit 375 LF
730L005 2", Non-Metallic, Conduit 1,310 LF
730N010 Luminaire Extension Assembly, 12 Feet 5 Each
730P022 Vehicular Signal Head, 12 Inch, 3 Section, Type LED 62 Each
730P024 Vehicular Signal Head, 12 Inch, 5 Section, Type LED 7 Each
730Q011 Pedestrian Signal Head, Type LED 12 Each
730R022 Controller Assembly, Type III, 8 Phase 6 Each
730R030 Controller Assembly, Type III, Master 1 Each
730T000 Wood Pole 6 Each
730U015 Video Detection System (17th Avenue) (1) LS
730U016 Video Detection System (3rd Avenue) (1) LS
740B000 Construction Signs 1,008 SQFT
740D000 Channelizing Drums 250 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
756A022 4" Electrical Conduit, 1 Line, Type 5 Installation 2,150 LF
756A042 6 Inch Electrical Conduit, 2 Lines, Type 5 Installation 425 LF
( ) Item will be bid as lump sum.
20150529009Contract ID:May 29, 2015Letting Date:
Projects:County: HOUSTON
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Bridge Replacement (Grade, Drain, Base, and Pave) on CR-25 (DentonRoad) over Rock Creek in Dothan. Length 0.281 mi.
280 Working Days
The Bracket Estimate on this project is from $2,472,056 to $3,021,401 .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:
$31.00
009ACBR58519-ATRP(010)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately
2 Acres)(1) LS
206A000 Removal Of Old Bridge, Station 41+71.55 (1) LS
206C003 Removing Concrete Flumes 11 SQYD
206C026 Removing Temporary Asphalt Pavement 120 SQYD
206D000 Removing Pipe 488 LF
206D001 Removing Guardrail 592 LF
206D003 Removing Curb And Gutter 579 LF
206D011 Removing Fence 184 LF
206E000 Removing Headwalls 6 Each
206E001 Removing Inlets 1 Each
206E008 Removing Guardrail End Anchor (All Type) 4 Each
206E021 Removing Brick Signs 1 Each
210A000 Unclassified Excavation 6,878 CUYD
210D011 Borrow Excavation (A4 Or Better) 13,898 CUYD
214A000 Structure Excavation 1,718 CUYD
214B001 Foundation Backfill, Commercial 643 CUYD
230A000 Roadbed Processing 13 RBST
243A034 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2 3,580 SQYD
260A000 Cement Mortar Flowable Backfill, Mix 1 15 CUYD
301A029 Crushed Aggregate Base Course, Type B, Yard Mixed, 6" Thick CompactedThickness
7,672 SQYD
401A000 Bituminous Treatment A 7,672 SQYD
405A000 Tack Coat 1,220 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 340 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
751 Ton
424A363 Superpave Bituminous Concrete Wearing Surface Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
10 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
18 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
810 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
100 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
316 Ton
424B661 Superpave Bituminous Concrete Upper Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
24 Ton
Item No. Description Quantity UnitsACBR58519-ATRP(010) Page: 2
424B680 Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
639 Ton
424B691 Superpave Bituminous Concrete Lower Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
26 Ton
430B003 Aggregate Surfacing (ALDOT #57) 3,106 Ton
430B031 Aggregate Surfacing (ALDOT #410 Or #57) 150 Ton
450B000 Reinforced Cement Concrete Bridge End Slab 268 SQYD
502A001 Steel Reinforcement (Grade 60) 23,706 LB
502B000 Steel Reinforcement For Bridge Superstructure, Sta. 41+65.00, Approximately 56,956Pounds (Grade 60)
(1) LS
505A005 Steel Test Piles (HP 14x89) 1 Each
505B060 Static Loading Tests (HP 14x89) 1 Each
505M002 Steel Piling Furnished And Driven (HP 12x53) 2,851 LF
505M012 Steel Piling Furnished And Driven (HP 14 x 89) 883 LF
508A000 Structural Steel 10,678 LB
510A000 Bridge Substructure Concrete, Class A 154 CUYD
510C051 Bridge Concrete Superstructure, Sta. 41+65.00, Approximately 208 Cubic Yards (1) LS
510E000 Grooving Concrete Bridge Decks 532 SQYD
511A050 Elastomeric Bearing Type 2 (Mark B1) 44 Each
513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 846 LF
530A694 15" Roadway Pipe (Class 3 R.C. Or Equal Strength C.C.M.P.I.)(Temporary) 287 LF
533A099 24" Storm Sewer Pipe (Class 3 R.C.) 2,231 LF
533A100 30" Storm Sewer Pipe (Class 3 R.C.) 30 LF
535A085 24" Side Drain Pipe (Class 3 R.C.) 64 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 20 Each
608A000 Separation Geotextile 7,463 SQYD
610C001 Loose Riprap, Class 2 2,170 Ton
610D003 Filter Blanket, Geotextile 2,012 SQYD
618A000 Concrete Sidewalk, 4" Thick 1,306 SQYD
618B003 Concrete Driveway, 6" Thick (Includes Wire Mesh) 230 SQYD
619A003 24" Roadway Pipe End Treatment, Class 1 4 Each
619A004 30" Roadway Pipe End Treatment, Class 1 1 Each
619A102 24" Side Drain Pipe End Treatment, Class 1 2 Each
621C015 Inlets, Type S1 Or S3 (1 Wing) 16 Each
621C017 Inlets, Type S1 Or S3 (2 Wing) 2 Each
621D015 Inlet Units, Type S1 Or S3 11 Each
621E004 Manholes, Type L Or M (Storm) 6 Each
623A004 Concrete Gutter (Modified) 125 LF
623C003 Combination Curb & Gutter, Type C (Modified) 2,421 LF
630A001 Steel Beam Guardrail, Class A, Type 2 300 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
634E005 Industrial Fence, 4 Feet High, Special Mounting 160 LF
640B005 Underground Utility Adjustment (Water) (1) LS
645A548 8 Inch P.V.C. Sanitary Sewer Gravity Pipe Laid 326 LF
645E510 4 Inch Ductile Iron Stacks And Laterals 10 LF
Item No. Description Quantity UnitsACBR58519-ATRP(010) Page: 3
645F510 8 Inch Abandon Existing Sanitary Sewer 564 LF
645H510 48 Inch Manhole 1 Each
645H710 48 Inch Manhole (Dog House) 1 Each
645I500 48 Inch Manhole Unit 6 Each
645N500 Abandon Existing Manhole 3 Each
650A000 Topsoil 342 CUYD
650B000 Topsoil From Stockpiles 1,558 CUYD
654A000 Solid Sodding 7,704 SQYD
659C004 Erosion Control Product, Type C2 1,211 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665I000 Temporary Riprap, Class 2 498 Ton
665J002 Silt Fence 1,710 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 45 Ton
665O001 Silt Fence Removal 1,710 LF
665P005 Inlet Protection, Stage 3 Or 4 24 Each
665Q002 Wattle 50 LF
666A001 Pest Control Treatment 2 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 127,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 159 LF
701C001 Solid Temporary Traffic Stripe 2 Mile
701D005 Solid Traffic Stripe Removed 2 Mile
701F000 Dotted Temporary Traffic Stripe 404 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 160 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 160 LF
701H010 Dotted Traffic Stripe Removed (Paint) 175 LF
703A002 Traffic Control Markings, Class 2, Type A 3,074 SQFT
703B002 Traffic Control Legends, Class 2, Type A 23 SQFT
703C000 Removal Of Existing Traffic Control Markings Or Legends (Paint) 152 SQFT
703D001 Temporary Traffic Control Markings 390 SQFT
705A011 Pavement Markers, Class C, Type 1-A 530 Each
705A023 Pavement Markers, Class C, Type 2-D 292 Each
705A030 Pavement Markers, Class A-H, Type 2-C 101 Each
705A031 Pavement Markers, Class A-H, Type 1-A 702 Each
705A032 Pavement Markers, Class A-H, Type 1-B 209 Each
705A037 Pavement Markers, Class A-H, Type 2-D 75 Each
705A038 Pavement Markers, Class A-H, Type 2-E 78 Each
710A115 Class 4, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type III Or Type IV Background)
27 SQFT
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
15 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
70 LF
Item No. Description Quantity UnitsACBR58519-ATRP(010) Page: 4
726A000 Portable Concrete Safety Barriers, Type 6 730 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 20 LF
726A005 Portable Concrete Safety Barriers,Type 6(Bridge Bolted) 80 LF
726D020 Portable Impact Attenuator Assembly (Unidirectional,TL-2) 2 Each
740B000 Construction Signs 629 SQFT
740D000 Channelizing Drums 150 Each
740E000 Cones (36 Inches High) 50 Each
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 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 720 HOUR
( ) Item will be bid as lump sum.
20150529010Contract ID:May 29, 2015Letting Date:
Projects:County: BARBOUR
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Bridge Replacement and Approaches on CR-27 over Pea Creek north ofLouisville. Length 0.150 mi.
100 Working Days
The Bracket Estimate on this project is from $1,017,933 to $1,244,140 .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
010ACBR59399-ATRP(012)
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 84+30.21 (1) LS
210A000 Unclassified Excavation 123 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,681 CUYD
215A000 Unclassified Bridge Excavation 808 CUYD
230A000 Roadbed Processing 5 RBST
301A025 Crushed Aggregate Base Course, Type B, Road Mixed, 6" Compacted Thickness 1,280 SQYD
401A000 Bituminous Treatment A 1,280 SQYD
407B000 Joint Sealant For Hot Mix Asphalt Pavement 1 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
118 Ton
502A000 Steel Reinforcement 10,200 LB
502B000 Steel Reinforcement For Bridge Superstructure, Station 84+10, Approximately 79,200Pounds
(1) LS
505A002 Steel Test Piles (HP 12x53) 1 Each
505A004 Steel Test Piles (HP 14x73) 1 Each
505B057 Static Loading Tests (HP 12x53) 1 Each
505B059 Static Loading Tests (HP 14x73) 1 Each
505M002 Steel Piling Furnished And Driven (HP 12x53) 680 LF
505M104 Steel Piling Furnished And Driven (HP 14x73) (Galvanized) 1,740 LF
508A000 Structural Steel 12,060 LB
510A000 Bridge Substructure Concrete, Class A 66 CUYD
510C051 Bridge Concrete Superstructure, Station 84+10.0, Approximately 316 Cubic Yards (1) LS
510E000 Grooving Concrete Bridge Decks 904 SQYD
511A070 Elastomeric Bearing Type 4 (Mark VB1) 48 Each
511A080 Elastomeric Bearing Type 4 (Mark VB1 Modified) 16 Each
513B003 Pretensioned-Prestressed Concrete Girders, Type I (Specialty Item) 1,254 LF
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 1,576 Ton
610D003 Filter Blanket, Geotextile 1,012 SQYD
630C003 Guardrail End Anchor, Type 13 4 Each
630C070 Guardrail End Anchor, Type 10 Series 4 Each
641A682 6 Inch Ductile Iron Water Main Laid (Restrained Joint) 340 LF
641A746 6 Inch P.V.C. Water Main Laid 80 LF
641C500 Ductile Iron Fittings 100 LB
641M512 6 Inch Retainer Gland 4 Each
Item No. Description Quantity UnitsACBR59399-ATRP(012) Page: 2
650A000 Topsoil 60 CUYD
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 52,000.00) (1) LS
701G009 Solid White, Class 1, Type A Traffic Stripe 1,800 LF
701G018 Broken Yellow, Class 1, Type A Traffic Stripe 50 LF
701G027 Solid Yellow, Class 1, Type A Traffic Stripe 1,750 LF
740B000 Construction Signs 154 SQFT
740F002 Barricades, Type III 10 Each
740I002 Warning Lights, Type B 5 Each
( ) Item will be bid as lump sum.
20150529011Contract ID:May 29, 2015Letting Date:
Projects:County: FRANKLIN
Contract Time:
Description: for constructing the Bridge Replacement on CR-23 over North Fork Creek west of Vina.Length 0.040 mi.
80 Working Days
The Bracket Estimate on this project is from $260,533 to $318,430 .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
011ACBR62448-ATRP(009)
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+87.70 To 6+34.39 (1) LS
210A000 Unclassified Excavation 109 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 155 CUYD
214A000 Structure Excavation 839 CUYD
214B001 Foundation Backfill, Commercial 126 CUYD
230A000 Roadbed Processing 3 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 300 SQYD
401A000 Bituminous Treatment A 300 SQYD
405A000 Tack Coat 30 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
22 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
27 Ton
424B665 Superpave Bituminous Concrete Lower Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
33 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 25 Ton
502A000 Steel Reinforcement 32,246 LB
524A010 Culvert Concrete 137 CUYD
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 100 Ton
610D003 Filter Blanket, Geotextile 104 SQYD
629A004 Concrete Median Or Safety Barrier, Type 4A (Modified) 72 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 60 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
659C001 Erosion Control Product, Type S3 145 SQYD
665F000 Hay Bales 32 Each
665I000 Temporary Riprap, Class 2 5 Ton
665J002 Silt Fence 345 LF
665O001 Silt Fence Removal 345 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 8,000.00) (1) LS
701E000 Solid Temporary Traffic Stripe 516 LF
Item No. Description Quantity UnitsACBR62448-ATRP(009) Page: 2
701G083 Solid White, Class 2T, Type A Traffic Stripe 258 LF
701G089 Solid Yellow, Class 2T, Type A Traffic Stripe 258 LF
705A005 Pavement Markers, Class A, Type 2-D 4 Each
740B000 Construction Signs 99 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20150529014Contract ID:May 29, 2015Letting Date:
Projects:County: CALHOUN
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Bridge Replacement and Approaches on Ranch Road over an UnknownBranch northeast of Wellington. Length 0.150 mi.
60 Working Days
The Bracket Estimate on this project is from $623,071 to $761,532 .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
014ACBRZ58361-ATRP(001)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately
1 Acre)(1) LS
206A000 Removal Of Old Bridge, Station 15+95.77 (1) LS
206D000 Removing Pipe 20 LF
210A000 Unclassified Excavation 130 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 3,450 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1,354 SQYD
401A000 Bituminous Treatment A 1,354 SQYD
405A000 Tack Coat 53 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
105 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
228 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 30 Ton
502A001 Steel Reinforcement (Grade 60) 80 LB
505G003 Pile Points (Type A, 12") 24 Each
505H000 Pilot Holes 305 LF
505M002 Steel Piling Furnished And Driven (HP 12x53) 400 LF
505M011 Steel Piling Furnished And Driven (HP 14X102) 300 LF
507A000 Wire Rope Abutment Anchor Assembly 2 Each
510A000 Bridge Substructure Concrete, Class A 15 CUYD
511A000 Elastomeric Bearing Type 1 44 Each
512A014 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-8" Deep By 33'-0" Long 2 Each
512B004 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 2'-0" Deep By 31'-6" Long 2 Each
512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 18 Each
512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 6 Each
512D025 Precast Concrete Barrier Rail Intermediate Section, 39'-11" Long 2 Each
512D030 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 4 Each
512E000 Precast Concrete Abutment Panels, Type A1 8 Each
512E001 Precast Concrete Abutment Panels, Type A2 8 Each
512F000 Precast Concrete Wing Panels, Type W1 4 Each
512F001 Precast Concrete Wing Panels, Type W2 4 Each
512G000 Precast Concrete Abutment Wing Cap Panels 4 Each
535A002 24" Side Drain Pipe 40 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 18 Each
610C001 Loose Riprap, Class 2 1,310 Ton
Item No. Description Quantity UnitsACBRZ58361-ATRP(001) Page: 2
610D003 Filter Blanket, Geotextile 1,310 SQYD
619A102 24" Side Drain Pipe End Treatment, Class 1 2 Each
630A001 Steel Beam Guardrail, Class A, Type 2 25 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C070 Guardrail End Anchor, Type 10 Series 4 Each
650A000 Topsoil 750 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665F000 Hay Bales 100 Each
665J002 Silt Fence 1,600 LF
665L000 Floating Basin Boom 200 LF
665O001 Silt Fence Removal 1,600 LF
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 32,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 1 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 1 Mile
705A037 Pavement Markers, Class A-H, Type 2-D 20 Each
740B000 Construction Signs 141 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20150529015Contract ID:May 29, 2015Letting Date:
Projects:County: ETOWAH
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Bridge Replacement on Pineview Avenue over Little Cove Creek 0.10mile east of SR-1 (US-431) in Glencoe. Length 0.074 mi.
75 Working Days
The Bracket Estimate on this project is from $550,222 to $672,493 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$12.00
015ACBRZ58617-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 14+13.53 (1) LS
206D000 Removing Pipe 46 LF
210A000 Unclassified Excavation 335 CUYD
210B000 Channel Excavation 826 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 379 CUYD
214A000 Structure Excavation 1,347 CUYD
214B001 Foundation Backfill, Commercial 283 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1,119 SQYD
401A000 Bituminous Treatment A 1,119 SQYD
405A000 Tack Coat 56 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
65 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
128 Ton
502A000 Steel Reinforcement 65,476 LB
524A011 Culvert Concrete (Cast In Place) 385 CUYD
535A078 15" Side Drain Pipe (Class 3 R.C.) 35 LF
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 10 Each
610C001 Loose Riprap, Class 2 1,240 Ton
610D003 Filter Blanket, Geotextile 1,111 SQYD
619A100 15" Side Drain Pipe End Treatment, Class 1 2 Each
630A001 Steel Beam Guardrail, Class A, Type 2 250 LF
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 62 CUYD
650B000 Topsoil From Stockpiles 102 CUYD
654A000 Solid Sodding 1,647 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665I000 Temporary Riprap, Class 2 140 Ton
665J002 Silt Fence 1,466 LF
665O001 Silt Fence Removal 1,466 LF
665Q002 Wattle 100 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 18,000.00) (1) LS
Item No. Description Quantity UnitsACBRZ58617-ATRP(004) Page: 2
701G249 Solid White, Class 2, Type A Traffic Stripe 788 LF
701G263 Solid Yellow, Class 2, Type A Traffic Stripe 788 LF
705A037 Pavement Markers, Class A-H, Type 2-D 10 Each
740B000 Construction Signs 161 SQFT
740D000 Channelizing Drums 25 Each
740F002 Barricades, Type III 6 Each
740I002 Warning Lights, Type B 3 Each
( ) Item will be bid as lump sum.
20150529016Contract ID:May 29, 2015Letting Date:
Projects:Counties: FAYETTE AND LAMAR
Contract Time:
Description: for constructing the Bridge Replacement and Approaches on CR-23 over Wiggins Creek westof Belk. Length 0.166 mi.
65 Working Days
The Bracket Estimate on this project is from $488,650 to $597,239 .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
016ACBRZ60323-ATRP (012)
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 14+80.64 (1) LS
206D000 Removing Pipe 71 LF
206D001 Removing Guardrail 178 LF
210A000 Unclassified Excavation 2,078 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,935 CUYD
230A000 Roadbed Processing 8 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1,867 SQYD
305B078 Crushed Aggregate, Section 825, Type B, For Miscellaneous Use 40 Ton
401A000 Bituminous Treatment A 1,777 SQYD
405A000 Tack Coat 177 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
151 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
196 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 50 Ton
502A001 Steel Reinforcement (Grade 60) 242 LB
505A002 Steel Test Piles (HP 12x53) 1 Each
505A005 Steel Test Piles (HP 14x89) 1 Each
505B057 Static Loading Tests (HP 12x53) 1 Each
505B060 Static Loading Tests (HP 14x89) 1 Each
505M002 Steel Piling Furnished And Driven (HP 12x53) 742 LF
505M012 Steel Piling Furnished And Driven (HP 14 x 89) 202 LF
507A000 Wire Rope Abutment Anchor Assembly 2 Each
510A000 Bridge Substructure Concrete, Class A 14 CUYD
511A000 Elastomeric Bearing Type 1 30 Each
512A008 Precast Concrete Abutment Caps, 2'-0" Wide By 1'-7" Deep By 28'-0" Long 2 Each
512B003 Precast Concrete Intermediate Bent Caps, 2'-0" Wide By 1'-7" Deep By 27'-6" Long 1 Each
512C017 Precast Concrete Type 1 Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 10 Each
512C025 Precast Concrete Type 2C Span Section, 3'-6" By 2'-0" Deep By 39'-11 3/4" Long 4 Each
512D030 Precast Concrete Barrier Rail End Section, 39'-11 3/8" Long 4 Each
512E011 Precast Concrete Abutment Panels, Type A2, 6'-1" Long 16 Each
512F001 Precast Concrete Wing Panels, Type W2 8 Each
512G000 Precast Concrete Abutment Wing Cap Panels 4 Each
535A002 24" Side Drain Pipe 98 LF
Item No. Description Quantity UnitsACBRZ60323-ATRP (012) Page: 2
600A000 Mobilization (1) LS
602A000 Right Of Way Markers 16 Each
610C001 Loose Riprap, Class 2 400 Ton
610D003 Filter Blanket, Geotextile 365 SQYD
619A102 24" Side Drain Pipe End Treatment, Class 1 6 Each
630C003 Guardrail End Anchor, Type 13 4 Each
630C070 Guardrail End Anchor, Type 10 Series 4 Each
637A001 Fence Reset (Includes All Types) 835 LF
650A000 Topsoil 191 CUYD
650B000 Topsoil From Stockpiles 250 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 6 Ton
665I000 Temporary Riprap, Class 2 60 Ton
665J002 Silt Fence 1,825 LF
665O001 Silt Fence Removal 1,825 LF
665Q002 Wattle 150 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 25,000.00) (1) LS
701G249 Solid White, Class 2, Type A Traffic Stripe 1,760 LF
701G263 Solid Yellow, Class 2, Type A Traffic Stripe 1,760 LF
705A037 Pavement Markers, Class A-H, Type 2-D 22 Each
740B000 Construction Signs 154 SQFT
740F002 Barricades, Type III 9 Each
740I002 Warning Lights, Type B 5 Each
( ) Item will be bid as lump sum.
20150529017Contract ID:May 29, 2015Letting Date:
Projects:County: FRANKLIN
Contract Time:
Description: for constructing the Bridge Replacement on CR-89 over Turkey Creek east of Phil Campbell.Length 0.113 mi.
80 Working Days
The Bracket Estimate on this project is from $267,175 to $326,547 .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
017ACBRZ62453-ATRP(009)
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 7+43.30 (1) LS
210A000 Unclassified Excavation 50 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 415 CUYD
214A000 Structure Excavation 690 CUYD
214B001 Foundation Backfill, Commercial 95 CUYD
230A000 Roadbed Processing 5 RBST
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 935 SQYD
401A000 Bituminous Treatment A 935 SQYD
405A000 Tack Coat 60 Gal
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
135 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
20 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 60 Ton
502A000 Steel Reinforcement 22,660 LB
524A010 Culvert Concrete 167 CUYD
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 233 Ton
610D003 Filter Blanket, Geotextile 209 SQYD
629A004 Concrete Median Or Safety Barrier, Type 4A (Modified) 112 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
650A000 Topsoil 50 CUYD
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
659C001 Erosion Control Product, Type S3 303 SQYD
665F000 Hay Bales 28 Each
665I000 Temporary Riprap, Class 2 5 Ton
665J002 Silt Fence 650 LF
665O001 Silt Fence Removal 650 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 14,000.00) (1) LS
701G083 Solid White, Class 2T, Type A Traffic Stripe 1,088 LF
701G089 Solid Yellow, Class 2T, Type A Traffic Stripe 1,088 LF
705A037 Pavement Markers, Class A-H, Type 2-D 14 Each
Item No. Description Quantity UnitsACBRZ62453-ATRP(009) Page: 2
740B000 Construction Signs 99 SQFT
740D000 Channelizing Drums 20 Each
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20150529020Contract ID:May 29, 2015Letting Date:
Projects:County: LOWNDES
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-12 (Wall Street) from the junction ofCR-17 in Mosses to the junction of SR-21. Length 5.969 mi.
45 Working Days
The Bracket Estimate on this project is from $784,194 to $958,459 .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
020ACNU58347-ATRP(002)
Item No. Description Quantity Units405A000 Tack Coat 4,203 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
424A336 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range A/B
2,802 Ton
424B638 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2"MaximumAggregate Size Mix, ESAL Range A/B
175 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
7,005 Ton
600A000 Mobilization (1) LS
650A000 Topsoil 2,627 CUYD
652A100 Seeding 5 Acre
656A010 Mulching 5 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 44,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 12 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 7 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 5 Mile
701C000 Broken Temporary Traffic Stripe 5 Mile
701C001 Solid Temporary Traffic Stripe 19 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 275 LF
703A004 Traffic Control Markings, Class 2T, Type A 120 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 137 Each
705A037 Pavement Markers, Class A-H, Type 2-D 395 Each
740B000 Construction Signs 273 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529021Contract ID:May 29, 2015Letting Date:
Projects:County: RUSSELL
DBE Goal Percent: 2.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on Various Sites as indicated in the plans.Length 21.397 mi.
60 Working Days
The Bracket Estimate on this project is from $2,412,136 to $2,948,167 .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
021ACNU59571-ATRP(016)
Item No. Description Quantity Units206D001 Removing Guardrail 54 LF
210D001 Borrow Excavation (Loose Truckbed Measurement) 650 CUYD
401B108 Bituminous Treatment G (With Polymer Additive) 77,702 SQYD
405A000 Tack Coat 3,200 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
409A001 Triple Layer Bituminous Treatment 248,673 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
1,675 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
4,370 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
1,390 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
3,225 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
300 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
425 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,735 Ton
600A000 Mobilization (1) LS
630C022 Guardrail End Anchor, Type Special 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
665F000 Hay Bales 50 Each
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 126,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 44 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 35 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 2,930 LF
701C000 Broken Temporary Traffic Stripe 19 Mile
701C001 Solid Temporary Traffic Stripe 92 Mile
701G252 Solid White, Class 2, Type A Traffic Stripe (5" Wide) (Rumble Strip) 1,080 LF
703A002 Traffic Control Markings, Class 2, Type A 8,720 SQFT
703B002 Traffic Control Legends, Class 2, Type A 544 SQFT
703D001 Temporary Traffic Control Markings 1,696 SQFT
705A031 Pavement Markers, Class A-H, Type 1-A 120 Each
Item No. Description Quantity UnitsACNU59571-ATRP(016) Page: 2
705A032 Pavement Markers, Class A-H, Type 1-B 485 Each
705A037 Pavement Markers, Class A-H, Type 2-D 2,367 Each
740B000 Construction Signs 1,103 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529023Contract ID:May 29, 2015Letting Date:
Projects:County: AUTAUGA
Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-16 from the junction of CR-83 to thejunction of CR-1. Length 7.689 mi.
35 Working Days
The Bracket Estimate on this project is from $871,049 to $1,064,616 .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
023ACNU61039-ATRP(012)
Item No. Description Quantity Units405A000 Tack Coat 8,950 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 8 Mile
424A336 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range A/B
4,775 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
6,040 Ton
600A000 Mobilization (1) LS
665F000 Hay Bales 20 Each
665J002 Silt Fence 120 LF
665O001 Silt Fence Removal 120 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 48,800.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 15 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 12 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 3 Mile
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 27 Mile
703A002 Traffic Control Markings, Class 2, Type A 270 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 115 Each
705A037 Pavement Markers, Class A-H, Type 2-D 828 Each
740B000 Construction Signs 222 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529024Contract ID:May 29, 2015Letting Date:
Projects:County: DEKALB
DBE Goal Percent: 8.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-51 from the junction of CR-30 inCollinsville to the junction of CR-52 (Site #1) and on CR-51 from the junction of CR-52 to thejunction of SR-7 (US-11) in Fort Payne (Site #2). Length 12.783 mi.
90 Working Days
The Bracket Estimate on this project is from $1,536,022 to $1,877,360 .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
024ACNU61229-ATRP(014), ACNU61230-ATRP(014)
Item No. Description Quantity Units206D001 Removing Guardrail 2,786 LF
206E027 Removing Guardrail End Anchor (Type 10 Series) 4 Each
401B108 Bituminous Treatment G (With Polymer Additive) 149,322 SQYD
405A000 Tack Coat 7,467 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
11,804 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 5,147 Ton
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 2,691 LF
630C007 Guardrail End Anchor, Type 2A 4 Each
630C050 Guardrail End Anchor, Type 20 Series 4 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 81,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 27 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 23 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 6 Mile
701C000 Broken Temporary Traffic Stripe 6 Mile
701C001 Solid Temporary Traffic Stripe 23 Mile
703A002 Traffic Control Markings, Class 2, Type A 654 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 400 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,290 Each
740B000 Construction Signs 317 SQFT
740E000 Cones (36 Inches High) 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529025Contract ID:May 29, 2015Letting Date:
Projects:County: DEKALB
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-81 from the junction of CR-130south of Fort Payne to the junction of CR-176 (Site #1) and on CR-83 from the junction ofCR-55 to the intersection of CR-176 (Site #2). Length 3.265 mi.
60 Working Days
The Bracket Estimate on this project is from $429,269 to $524,662 .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
025ACNU61231-ATRP(014), ACNU61232-ATRP(014)
Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 38,321 SQYD
405A000 Tack Coat 1,916 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
3,035 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,442 Ton
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 100 LF
630C050 Guardrail End Anchor, Type 20 Series 4 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 22,500.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 8 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 7 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 7 Mile
703A002 Traffic Control Markings, Class 2, Type A 380 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 50 Each
705A037 Pavement Markers, Class A-H, Type 2-D 381 Each
740B000 Construction Signs 367 SQFT
740E000 Cones (36 Inches High) 25 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529026Contract ID:May 29, 2015Letting Date:
Projects:County: CULLMAN
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-940 from the junction of CR-222 inCrane Hill to the intersection of SR-74 (US-278). Length 8.248 mi.
35 Working Days
The Bracket Estimate on this project is from $1,149,204 to $1,404,582 .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
026ACNU61274-ATRP (012)
Item No. Description Quantity Units206D001 Removing Guardrail 490 LF
401B103 Bituminous Treatment J (With Polymer Additive) 84,849 SQYD
405A000 Tack Coat 7,622 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
8,664 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
200 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
800 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,560 Ton
600A000 Mobilization (1) LS
630A004 Steel Beam Guardrail, Class B, Type 2 440 LF
630A033 Steel Beam Guardrail, Class A, Type 2 (7'-0" Post) 237 LF
630C022 Guardrail End Anchor, Type Special 4 Each
630C050 Guardrail End Anchor, Type 20 Series 2 Each
630C070 Guardrail End Anchor, Type 10 Series 2 Each
698A000 Construction Fuel (Maximum Bid Limited to $ 64,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 17 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 14 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 3 Mile
701A076 Solid White, Class 2T, Type A Traffic Stripe (5" Wide) 1 Mile
701B009 Dotted, Class 2T, Type A Traffic Stripe (5" Wide) 250 LF
701C000 Broken Temporary Traffic Stripe 6 Mile
701C001 Solid Temporary Traffic Stripe 28 Mile
703A002 Traffic Control Markings, Class 2, Type A 607 SQFT
703B002 Traffic Control Legends, Class 2, Type A 23 SQFT
740B000 Construction Signs 888 SQFT
740E000 Cones (36 Inches High) 100 Each
740M001 Ballast For Cone 100 Each
( ) Item will be bid as lump sum.
20150529027Contract ID:May 29, 2015Letting Date:
Projects:County: FRANKLIN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-84 from the intersection of SR-247to the junction of CR-49 (Site 1); on CR-58 from 440 feet east of Hovater Mill Road to theintersection of CR-73 (Site 2); and on CR-524 from the junction of CR-49 to the junction ofCR-41 (Site 3). Length 11.686 mi.
45 Working Days
The Bracket Estimate on this project is from $822,708 to $1,005,532 .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
027ACNU62433-ATRP(009)
Item No. Description Quantity Units401A004 Bituminous Treatment E 14,080 SQYD
401B118 Bituminous Treatment GD (With Polymer Additive) 116,202 SQYD
405A000 Tack Coat 820 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
1,081 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
1,600 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
1,405 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
380 Ton
430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 1,801 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 43,000.00) (1) LS
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 25 Mile
701C001 Solid Temporary Traffic Stripe 25 Mile
705A037 Pavement Markers, Class A-H, Type 2-D 1,542 Each
740B000 Construction Signs 611 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529028Contract ID:May 29, 2015Letting Date:
Projects:County: FRANKLIN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-75 from junction of CR-81 tointersection of SR-24 near Russellville (Site 1); on CR-63 from the Phil Campbell City Limits to the intersection of CR-20 (Site 2); and on CR-81 from the junction of Broad Street in Phil Campbell to the intersection of CR-724 (Site 3). Length 28.600 mi.
75 Working Days
The Bracket Estimate on this project is from $2,884,633 to $3,525,662 .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
028ACNU62434-ATRP(004)
Item No. Description Quantity Units401A004 Bituminous Treatment E 145,583 SQYD
401B118 Bituminous Treatment GD (With Polymer Additive) 94,308 SQYD
405A000 Tack Coat 7,277 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 21 Mile
424A336 Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum AggregateSize Mix, ESAL Range A/B
8,053 Ton
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
9,766 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
2,900 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
4,664 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
600 Ton
430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 6,242 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 151,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 56 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 45 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 14 Mile
701C000 Broken Temporary Traffic Stripe 14 Mile
701C001 Solid Temporary Traffic Stripe 50 Mile
703A002 Traffic Control Markings, Class 2, Type A 132 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 600 Each
705A037 Pavement Markers, Class A-H, Type 2-D 3,253 Each
740B000 Construction Signs 1,273 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529035Contract ID:May 29, 2015Letting Date:
Projects:County: ESCAMBIA
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on Medical Park Drive/Martin Luther KingDrive from the junction of West State Line Road to the junction of Johnson Street. Length2.975 mi.
45 Working Days
The Bracket Estimate on this project is from $641,982 to $784,645 .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
035ACOA59524-ATRP(009)
Item No. Description Quantity Units206C000 Removing Concrete Sidewalk 6 SQYD
206D001 Removing Guardrail 25 LF
206D003 Removing Curb And Gutter 10 LF
206D012 Removing Rock Culvert 10 LF
206E001 Removing Inlets 2 Each
210A000 Unclassified Excavation 545 CUYD
210D022 Borrow Excavation (Loose Truckbed Measurement)(A-2-4(0) or A-4(0) ) 523 CUYD
214A000 Structure Excavation 40 CUYD
214B000 Foundation Backfill, Local 40 CUYD
230A000 Roadbed Processing 12 RBST
243A034 Geosynthetic Reinforcement For Soft Soil Stabilization, Type 2 1,600 SQYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 1,600 SQYD
401A000 Bituminous Treatment A 1,600 SQYD
405A000 Tack Coat 3,542 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 8,550 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
4,427 Ton
424B636 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
196 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
100 Ton
424B666 Superpave Bituminous Concrete Lower Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range A/B
235 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
25 Ton
530A001 18" Roadway Pipe (Class 3 R.C.) 80 LF
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 10 SQYD
618C000 Truncated Dome Retrofit 40 SQFT
619A002 18" Roadway Pipe End Treatment, Class 1 1 Each
621A011 Junction Boxes, Type 1 Or 1P 2 Each
621C001 Inlets, Type B 2 Each
630A004 Steel Beam Guardrail, Class B, Type 2 43 LF
630C000 Guardrail End Anchor, Type 10 1 Each
630C001 Guardrail End Anchor, Type 8 1 Each
630C050 Guardrail End Anchor, Type 20 Series 2 Each
Item No. Description Quantity UnitsACOA59524-ATRP(009) Page: 2
641S500 Valve Box Reset 34 Each
645K500 Manhole Frame And Cover Reset 45 Each
650A000 Topsoil 1,173 CUYD
652A100 Seeding 2 Acre
654A000 Solid Sodding 106 SQYD
656A010 Mulching 2 Acre
665G000 Sand Bags 50 Each
665Q002 Wattle 100 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 38,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 150 LF
701C000 Broken Temporary Traffic Stripe 1 Mile
701C001 Solid Temporary Traffic Stripe 6 Mile
703A002 Traffic Control Markings, Class 2, Type A 1,135 SQFT
703B002 Traffic Control Legends, Class 2, Type A 345 SQFT
703D001 Temporary Traffic Control Markings 592 SQFT
703E001 Temporary Traffic Control Legends 345 SQFT
730H001 Loop Wire 440 LF
740B000 Construction Signs 902 SQFT
740D000 Channelizing Drums 15 Each
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
( ) Item will be bid as lump sum.
20150529036Contract ID:May 29, 2015Letting Date:
Projects:County: LIMESTONE
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on Clinton Street from the intersection ofSR-2 (US-72) to the intersection of Forrest Street and on Forrest Street from the intersectionof Clinton Street to the intersection of SR-3 (US-31) in Athens. Length 1.459 mi.
40 Working Days
The Bracket Estimate on this project is from $311,634 to $380,886 .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
036ACOA62220-ATRP(008)
Item No. Description Quantity Units405A000 Tack Coat 640 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 19,898 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
1,950 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
300 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
400 Ton
430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 275 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 17,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 4 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 4 Mile
701B205 Dotted, Class 2, Type A, Traffic Stripe 970 LF
701C001 Solid Temporary Traffic Stripe 8 Mile
701G240 Broken White, Class 2, Type A Traffic Stripe 634 LF
703A002 Traffic Control Markings, Class 2, Type A 1,564 SQFT
703B002 Traffic Control Legends, Class 2, Type A 72 SQFT
703D001 Temporary Traffic Control Markings 1,564 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 42 Each
705A032 Pavement Markers, Class A-H, Type 1-B 114 Each
705A037 Pavement Markers, Class A-H, Type 2-D 196 Each
705A038 Pavement Markers, Class A-H, Type 2-E 54 Each
730H001 Loop Wire 1,120 LF
730I001 Loop Detector Lead-In-Cable 140 LF
740B000 Construction Signs 385 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
( ) Item will be bid as lump sum.
20150529037Contract ID:May 29, 2015Letting Date:
Projects:County: FRANKLIN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-56 from the intersection of SR-13(US-43) to the junction of CR-60 in Russellville; on CR-48 from the junction of Clement Roadto the Colbert County Line; and on County Line Road from the junction of CR-80 to thejunction of CR-48. Length 8.571 mi.
45 Working Days
The Bracket Estimate on this project is from $805,239 to $984,181 .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
037ACOA62973-ATRP(012)
Item No. Description Quantity Units401A004 Bituminous Treatment E 23,632 SQYD
401B108 Bituminous Treatment G (With Polymer Additive) 40,277 SQYD
405A000 Tack Coat 2,194 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
409A001 Triple Layer Bituminous Treatment 36,387 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
1,645 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
4,027 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
500 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
350 Ton
430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 394 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 43,000.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 18 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 14 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 4 Mile
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 14 Mile
705A032 Pavement Markers, Class A-H, Type 1-B 133 Each
705A037 Pavement Markers, Class A-H, Type 2-D 993 Each
740B000 Construction Signs 479 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529038Contract ID:May 29, 2015Letting Date:
Projects:County: FRANKLIN
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on Walnut Gate Road from the intersectionof SR-13 (US-43) to the intersection of SR-24 in Russellville. Length 1.786 mi.
30 Working Days
The Bracket Estimate on this project is from $430,484 to $526,147 .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
038ACOA62974-ATRP(013)
Item No. Description Quantity Units401A004 Bituminous Treatment E 7,644 SQYD
405A000 Tack Coat 1,123 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 2 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 14,813 SQYD
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
1,884 Ton
424B643 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
1,909 Ton
424B670 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
150 Ton
430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 1,118 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 23,000.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 4 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 12 Mile
703A002 Traffic Control Markings, Class 2, Type A 176 SQFT
703B002 Traffic Control Legends, Class 2, Type A 137 SQFT
705A005 Pavement Markers, Class A, Type 2-D 235 Each
740B000 Construction Signs 485 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529042Contract ID:May 29, 2015Letting Date:
Projects:County: CHOCTAW
Contract Time:
Description: for constructing the Bridge Replacement on CR-23 (Ararat Road) over Little TallawampaCreek. Length 0.010 mi.
80 Working Days
The Bracket Estimate on this project is from $250,558 to $306,237 .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
042BR-1214(257)
Item No. Description Quantity Units206A000 Removal Of Old Bridge, Station 9+98.45 (1) LS
214A000 Structure Excavation 482 CUYD
214B001 Foundation Backfill, Commercial 217 CUYD
502A000 Steel Reinforcement 44,215 LB
524A010 Culvert Concrete 289 CUYD
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 160 Ton
610D003 Filter Blanket, Geotextile 155 SQYD
665J002 Silt Fence 500 LF
665Q002 Wattle 100 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 8,500.00). (1) LS
740B000 Construction Signs 141 SQFT
740F002 Barricades, Type III 8 Each
740I002 Warning Lights, Type B 4 Each
( ) Item will be bid as lump sum.
20150529045Contract ID:May 29, 2015Letting Date:
Projects:County: SUMTER
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on I-59 from the Mississippi StateLine to 0.100 mile north of the South City Limits of Cuba. Length 1.690 mi.
70 Working Days
The Bracket Estimate on this project is from $2,837,479 to $3,468,030 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$14.00
045IM-I059(353)
Item No. Description Quantity Units305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 200 Ton
405A000 Tack Coat 17,940 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 5 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 73,575 SQYD
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 85,168 SQYD
408B000 Micro-Milling Existing Pavement(Approximately 0.00" Thru 1.00" Thick) 60,182 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 8,357 Ton
423B001 Stone Matrix Asphalt Binder Layer, 1.0" Maximum Aggregate Size 9,145 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
2,392 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
211 Ton
424B285 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E
200 Ton
424B585 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range E
200 Ton
424B589 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range E
200 Ton
424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
2,380 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B689 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B692 Superpave Bituminous Concrete Lower Binder Layer, Widening, 1" MaximumAggregate Size Mix, ESAL Range C/D
441 Ton
428A001 Scoring Bituminous Pavement Surface 8 Mile
534D000 Cleaning Existing Drop Inlet 16 Each
534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 3,492 LF
534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 674 LF
534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 328 LF
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 420 SQYD
618C000 Truncated Dome Retrofit 182 SQFT
654A001 Solid Sodding (Bermuda) 1,500 SQYD
665B001 Temporary Mulching 1 Ton
665G000 Sand Bags 300 Each
665J002 Silt Fence 1,500 LF
Item No. Description Quantity UnitsIM-I059(353) Page: 2
665O001 Silt Fence Removal 1,500 LF
665Q002 Wattle 210 LF
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 149,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701B063 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 10" Wide) 949 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 2,613 LF
701C000 Broken Temporary Traffic Stripe 8 Mile
701C001 Solid Temporary Traffic Stripe 19 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,576 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 791 LF
701H002 Solid Traffic Stripe Removed (Tape) 2,366 LF
701H007 Broken Traffic Stripe Removed (Tape) 142 LF
703A002 Traffic Control Markings, Class 2, Type A 3,419 SQFT
703A011 Traffic Control Markings, Class W, Type A 932 SQFT
703B002 Traffic Control Legends, Class 2, Type A 172 SQFT
703C003 Removal Of Existing Traffic Control Markings Or Legends (Tape) 600 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 287 Each
705A031 Pavement Markers, Class A-H, Type 1-A 936 Each
705A032 Pavement Markers, Class A-H, Type 1-B 108 Each
728A000 Truck Mounted Impact Attenuator Unit 1 Each
740B000 Construction Signs 2,235 SQFT
740C000 Special Construction Signs 34 SQFT
740D000 Channelizing Drums 300 Each
740F002 Barricades, Type III 6 Each
740I002 Warning Lights, Type B 20 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150529046Contract ID:May 29, 2015Letting Date:
Projects:County: GREENE
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing, Traffic Stripe, and Bridge Raising on I-59 from theCR-20 Interchange in Lizzieville to the SR-14 Interchange in Eutaw. Length 6.906 mi.
145 Working Days
The Bracket Estimate on this project is from $7,857,866 to $9,604,059 .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:
$27.00
046IM-I059(360)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ 4000.00 Per Acre) (Approximately
1 Acre)(1) LS
206D001 Removing Guardrail 2,338 LF
206D002 Removing Curb 79 LF
206D003 Removing Curb And Gutter 68 LF
206D007 Removing Concrete Flume 251 LF
206D011 Removing Fence 310 LF
206E008 Removing Guardrail End Anchor (All Type) 32 Each
210A000 Unclassified Excavation 1,276 CUYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 4,352 CUYD
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,367 Ton
405A000 Tack Coat 48,231 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 15 Mile
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 314,735 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
423A003 Stone Matrix Asphalt Wearing Layer, 1/2" Maximum Aggregate Size 21,812 Ton
423B002 Stone Matrix Asphalt Binder Layer, 3/4" Maximum Aggregate Size 25,938 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
7,721 Ton
424B584 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL E
200 Ton
424B588 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL E
200 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
8,682 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B688 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B689 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D
1,287 Ton
428A001 Scoring Bituminous Pavement Surface 27 Mile
520B000 Raising Existing Bridge, Station 106+01.62 (1) LS
520B001 Raising Existing Bridge, Station 214+49.09 (1) LS
534D000 Cleaning Existing Drop Inlet 26 Each
534E000 Cleaning Existing Culvert (Less Than Or Equal To 48" Horizontal Opening) 132 LF
534E001 Cleaning Existing Pipe (Less Than Or Equal To 48" Horizontal Opening) 5,279 LF
534F000 Cleaning Existing Culvert (Greater Than 48" Horizontal Opening) 659 LF
Item No. Description Quantity UnitsIM-I059(360) Page: 2
534F001 Cleaning Existing Pipe (Greater Than 48" Horizontal Opening) 238 LF
600A000 Mobilization (1) LS
629D000 Bridge Guardrail Retrofit, Type IC 8 Each
630A001 Steel Beam Guardrail, Class A, Type 2 4,063 LF
630C001 Guardrail End Anchor, Type 8 12 Each
630C003 Guardrail End Anchor, Type 13 9 Each
630C050 Guardrail End Anchor, Type 20 Series 8 Each
630C070 Guardrail End Anchor, Type 10 Series 13 Each
635A000 Woven Wire Fence 310 LF
654A001 Solid Sodding (Bermuda) 9,038 SQYD
665B001 Temporary Mulching 7 Ton
665J002 Silt Fence 6,076 LF
665O001 Silt Fence Removal 6,076 LF
666A001 Pest Control Treatment 3 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 413,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,920 LF
701C000 Broken Temporary Traffic Stripe 29 Mile
701C001 Solid Temporary Traffic Stripe 56 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,060 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,060 LF
703A002 Traffic Control Markings, Class 2, Type A 1,466 SQFT
705A031 Pavement Markers, Class A-H, Type 1-A 1,595 Each
705A032 Pavement Markers, Class A-H, Type 1-B 14 Each
705A037 Pavement Markers, Class A-H, Type 2-D 55 Each
726A000 Portable Concrete Safety Barriers, Type 6 400 LF
726A001 Portable Concrete Safety Barriers, Type 6-A 40 LF
726D020 Portable Impact Attenuator Assembly (Unidirectional,TL-2) 4 Each
728A000 Truck Mounted Impact Attenuator Unit 1 Each
740B000 Construction Signs 1,752 SQFT
740D000 Channelizing Drums 300 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150529048Contract ID:May 29, 2015Letting Date:
Projects:County: SHELBY
DBE Goal Percent: 6.00Contract Time:
Description: for constructing the Concrete Flumes and Sinkhole Repairs of Backslope Benches on I-65from north of the SR-119 Interchange (Exit 246) to south of the Valleydale Road Interchange(Exit 247) in Indian Springs. Length 0.473 mi.
60 Working Days
The Bracket Estimate on this project is from $1,759,675 to $2,150,714 .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:
$42.00
048IM-IMD-I065(435)
Item No. Description Quantity Units201B001 Selective Clearing 12 Acre
206C003 Removing Concrete Flumes 1,765 SQYD
210A000 Unclassified Excavation 13,826 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 5,931 CUYD
260A001 Cement Mortar Flowable Backfill, Mix 2 2,750 CUYD
430B050 Aggregate Surfacing(ALDOT#1) 153 Ton
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 9,017 Ton
610D003 Filter Blanket, Geotextile 4,742 SQYD
614A000 Slope Paving 1,600 CUYD
635A001 Woven Wire Fence (Metal Posts) 1,734 LF
650A000 Topsoil 2,170 CUYD
654A000 Solid Sodding 19,525 SQYD
665A000 Temporary Seeding 12 Acre
665B001 Temporary Mulching 36 Ton
665E000 Polyethylene 5,805 SQYD
665G000 Sand Bags 375 Each
665I000 Temporary Riprap, Class 2 338 Ton
665J002 Silt Fence 13,004 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 500 Ton
665O001 Silt Fence Removal 13,004 LF
665Q002 Wattle 2,040 LF
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 99,000.00) (1) LS
740B000 Construction Signs 516 SQFT
740D000 Channelizing Drums 150 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150529051Contract ID:May 29, 2015Letting Date:
Projects:County: ESCAMBIA
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-3 (US-31) from north of theintersection of old US-31 (MP 64.710) to the south end of the Burnt Corn Creek Bridge (MP68.954) in East Brewton. Length 4.244 mi.
65 Working Days
The Bracket Estimate on this project is from $1,330,991 to $1,626,767 .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
051NH-0003(592)
Item No. Description Quantity Units405A000 Tack Coat 15,904 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 12 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 42,446 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
10,695 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
1,596 Ton
424B653 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
25 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
100 Ton
428A001 Scoring Bituminous Pavement Surface 12 Mile
600A000 Mobilization (1) LS
650A000 Topsoil 3,506 CUYD
652A100 Seeding 9 Acre
652C000 Mowing 50 Acre
656A010 Mulching 9 Acre
665B001 Temporary Mulching 27 Ton
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
665Q002 Wattle 100 LF
666A001 Pest Control Treatment 9 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 75,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 6,810 LF
701C000 Broken Temporary Traffic Stripe 9 Mile
701C001 Solid Temporary Traffic Stripe 19 Mile
703A002 Traffic Control Markings, Class 2, Type A 2,208 SQFT
703B002 Traffic Control Legends, Class 2, Type A 494 SQFT
703D001 Temporary Traffic Control Markings 1,117 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 130 Each
705A031 Pavement Markers, Class A-H, Type 1-A 563 Each
705A032 Pavement Markers, Class A-H, Type 1-B 204 Each
Item No. Description Quantity UnitsNH-0003(592) Page: 2
705A037 Pavement Markers, Class A-H, Type 2-D 186 Each
705A038 Pavement Markers, Class A-H, Type 2-E 102 Each
730H001 Loop Wire 3,510 LF
740B000 Construction Signs 1,215 SQFT
740E000 Cones (36 Inches High) 250 Each
740M001 Ballast For Cone 250 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each
( ) Item will be bid as lump sum.
20150529052Contract ID:May 29, 2015Letting Date:
Projects:County: PIKE
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-10 from the intersection ofSR-53 (US-231) to east of the junction of East Troy Terrace (MP 181.063) in Brundidge.Length 1.429 mi.
30 Working Days
The Bracket Estimate on this project is from $457,816 to $559,552 .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
052NH-0010(538)
Item No. Description Quantity Units405A000 Tack Coat 2,265 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 30,199 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
3,171 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D
100 Ton
600A000 Mobilization (1) LS
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 25,700.00) (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) 3 Mile
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 9 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
701G242 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 1 LF
703A002 Traffic Control Markings, Class 2, Type A 1,133 SQFT
703B002 Traffic Control Legends, Class 2, Type A 160 SQFT
703D001 Temporary Traffic Control Markings 667 SQFT
703E001 Temporary Traffic Control Legends 137 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 90 Each
705A032 Pavement Markers, Class A-H, Type 1-B 132 Each
705A037 Pavement Markers, Class A-H, Type 2-D 365 Each
705A038 Pavement Markers, Class A-H, Type 2-E 200 Each
740B000 Construction Signs 826 SQFT
740C000 Special Construction Signs 24 SQFT
740E000 Cones (36 Inches High) 150 Each
740M001 Ballast For Cone 150 Each
740O000 Pilot Car 1 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
20150529053Contract ID:May 29, 2015Letting Date:
Projects:County: TUSCALOOSA
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe on SR-13 (US-43) from just southof the junction of Tom Montgomery Road (MP 202.010) to south of the junction of CR-56 (MP202.937) north of Northport. Length 0.926 mi.
35 Working Days
The Bracket Estimate on this project is from $892,460 to $1,090,785 .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
053NH-0013(594)
Item No. Description Quantity Units206D001 Removing Guardrail 500 LF
206E008 Removing Guardrail End Anchor (All Type) 18 Each
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 225 Ton
405A000 Tack Coat 6,650 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
408A051 Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick) 10,173 SQYD
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 34,162 SQYD
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
3,436 Ton
424A366 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
100 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
144 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
3,332 Ton
424B685 Superpave Bituminous Concrete Lower Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
300 Ton
424B689 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D
100 Ton
428A001 Scoring Bituminous Pavement Surface 2 Mile
600A000 Mobilization (1) LS
630A001 Steel Beam Guardrail, Class A, Type 2 500 LF
630C003 Guardrail End Anchor, Type 13 8 Each
630C070 Guardrail End Anchor, Type 10 Series 8 Each
665G000 Sand Bags 75 Each
665J002 Silt Fence 500 LF
665O001 Silt Fence Removal 500 LF
665Q002 Wattle 250 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 50,000.00) (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) 3 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) 2 Mile
701B062 Dotted, Class 2, Type A Traffic Stripe(Lane Drop 8" Wide) 150 LF
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 1,710 LF
701C000 Broken Temporary Traffic Stripe 12 Mile
701C001 Solid Temporary Traffic Stripe 13 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 640 LF
Item No. Description Quantity UnitsNH-0013(594) Page: 2
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 640 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 640 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 640 LF
701H002 Solid Traffic Stripe Removed (Tape) 1,280 LF
701H007 Broken Traffic Stripe Removed (Tape) 1,280 LF
703A002 Traffic Control Markings, Class 2, Type A 1,423 SQFT
703B002 Traffic Control Legends, Class 2, Type A 202 SQFT
703D001 Temporary Traffic Control Markings 1,356 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 86 Each
705A031 Pavement Markers, Class A-H, Type 1-A 160 Each
705A032 Pavement Markers, Class A-H, Type 1-B 200 Each
705A037 Pavement Markers, Class A-H, Type 2-D 230 Each
705A038 Pavement Markers, Class A-H, Type 2-E 125 Each
728A000 Truck Mounted Impact Attenuator Unit 1 Each
740B000 Construction Signs 1,055 SQFT
740D000 Channelizing Drums 150 Each
740I002 Warning Lights, Type B 2 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20150529055Contract ID:May 29, 2015Letting Date:
Projects:County: RANDOLPH
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-1 (US-431) fromthe beginning of the 4-Lane Section south of Wedowee (MP 192.623) to the south end of thebridge (MP 195.470). Length 2.847 mi.
50 Working Days
The Bracket Estimate on this project is from $1,242,763 to $1,518,932 .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
055NH-HSIP-0001(586)
Item No. Description Quantity Units206D001 Removing Guardrail 1,500 LF
206E008 Removing Guardrail End Anchor (All Type) 8 Each
405A000 Tack Coat 5,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 8 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 88,500 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
8,500 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
375 Ton
424B654 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
300 Ton
424B657 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
300 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
2,130 Ton
428A001 Scoring Bituminous Pavement Surface 9 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 400 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 460 SQYD
630A001 Steel Beam Guardrail, Class A, Type 2 1,500 LF
630C000 Guardrail End Anchor, Type 10 6 Each
630C003 Guardrail End Anchor, Type 13 2 Each
665A000 Temporary Seeding 3 Acre
665B001 Temporary Mulching 9 Ton
665G000 Sand Bags 100 Each
665J002 Silt Fence 250 LF
665O001 Silt Fence Removal 250 LF
665Q002 Wattle 680 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 72,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 4,335 LF
701C000 Broken Temporary Traffic Stripe 9 Mile
Item No. Description Quantity UnitsNH-HSIP-0001(586) Page: 2
701C001 Solid Temporary Traffic Stripe 24 Mile
703A002 Traffic Control Markings, Class 2, Type A 8,115 SQFT
703B002 Traffic Control Legends, Class 2, Type A 315 SQFT
703D001 Temporary Traffic Control Markings 3,288 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 180 Each
705A031 Pavement Markers, Class A-H, Type 1-A 275 Each
705A032 Pavement Markers, Class A-H, Type 1-B 575 Each
705A037 Pavement Markers, Class A-H, Type 2-D 400 Each
705A038 Pavement Markers, Class A-H, Type 2-E 300 Each
740B000 Construction Signs 1,730 SQFT
740E000 Cones (36 Inches High) 200 Each
740M001 Ballast For Cone 200 Each
740O000 Pilot Car 1 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
( ) Item will be bid as lump sum.
20150529056Contract ID:May 29, 2015Letting Date:
Projects:County: WILCOX
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-5 from 0.22 milesnorth of the intersection of SR-10 in Pine Hill to the Marengo County Line. Length 9.958 mi.
60 Working Days
The Bracket Estimate on this project is from $2,173,566 to $2,656,581 .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
056NH-HSIP-0005(543)
Item No. Description Quantity Units206D002 Removing Curb 53 LF
209A000 Mailbox Reset, Single 1 Each
210D001 Borrow Excavation (Loose Truckbed Measurement) 1,585 CUYD
212A000 Machine Grading Shoulders 1,025 STA
405A000 Tack Coat 16,985 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 10 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 140,014 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
13,237 Ton
424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
650 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
1,500 Ton
424B659 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
3,984 Ton
428A001 Scoring Bituminous Pavement Surface 20 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,350 Ton
600A000 Mobilization (1) LS
614A000 Slope Paving 14 CUYD
650A000 Topsoil 5,510 CUYD
652A100 Seeding 15 Acre
652C000 Mowing 72 Acre
656A010 Mulching 15 Acre
665B001 Temporary Mulching 45 Ton
665J002 Silt Fence 4,000 LF
665O001 Silt Fence Removal 4,000 LF
665Q002 Wattle 1,200 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 116,000.00) (1) LS
701A091 Solid White, Class W, Type A Traffic Stripe (5" Wide) 1 Mile
701A099 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1 Mile
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 20 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701C002 Broken Temporary Traffic Stripe (Paint) 13 Mile
701C003 Solid Temporary Traffic Stripe (Paint) 63 Mile
Item No. Description Quantity UnitsNH-HSIP-0005(543) Page: 2
701D009 Solid Traffic Stripe Removed (Tape) 1 Mile
703A002 Traffic Control Markings, Class 2, Type A 552 SQFT
703B002 Traffic Control Legends, Class 2, Type A 24 SQFT
703D002 Temporary Traffic Control Markings (Paint) 532 SQFT
703E002 Temporary Traffic Control Legends (Paint) 48 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 32 Each
705A032 Pavement Markers, Class A-H, Type 1-B 253 Each
705A037 Pavement Markers, Class A-H, Type 2-D 954 Each
740B000 Construction Signs 1,817 SQFT
740D000 Channelizing Drums 25 Each
740E000 Cones (36 Inches High) 200 Each
740I002 Warning Lights, Type B 3 Each
740M001 Ballast For Cone 200 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529057Contract ID:May 29, 2015Letting Date:
Projects:County: COVINGTON
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-12 (US-84) fromwest of the junction of SR-55 in River Falls to near the junction of Choctaw Street inAndalusia. Length 4.298 mi.
40 Working Days
The Bracket Estimate on this project is from $2,585,282 to $3,159,789 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$12.00
057NH-HSIP-0012 (560)
Item No. Description Quantity Units212A000 Machine Grading Shoulders 89 STA
405A000 Tack Coat 11,445 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 17 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 6,878 SQYD
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 144,734 SQYD
410H000 Material Remixing Device 1 Each
420A015 Polymer Modified Open Graded Friction Course 6,844 Ton
420B000 Open Graded Friction Course Tack Coat 27,378 Gal
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
12,589 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
172 Ton
424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D
200 Ton
428A001 Scoring Bituminous Pavement Surface 4 Mile
600A000 Mobilization (1) LS
650A000 Topsoil 100 CUYD
652A100 Seeding 1 Acre
652C000 Mowing 1 Acre
656A010 Mulching 2 Acre
659C002 Erosion Control Product, Type S2 100 SQYD
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 1 Ton
665J002 Silt Fence 400 LF
665O001 Silt Fence Removal 400 LF
665Q002 Wattle 500 LF
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 136,220.00) (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) 8 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 9 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 2,154 LF
701C000 Broken Temporary Traffic Stripe 28 Mile
Item No. Description Quantity UnitsNH-HSIP-0012 (560) Page: 2
701C001 Solid Temporary Traffic Stripe 32 Mile
701D007 Solid Traffic Stripe Removed (Paint) 1 Mile
701D008 Solid Traffic Stripe Removed (Plastic) 1 Mile
701D014 Broken Traffic Stripe Removed (Paint) 1 Mile
701D015 Broken Traffic Stripe Removed (Plastic) 1 Mile
701G142 Broken White, Class W, Type A Traffic Stripe (5" Wide) 1,470 LF
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 1,470 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,470 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 1,470 LF
701G161 Broken Black, Class W, Type B Traffic Stripe (5" Wide) 1,470 LF
703A002 Traffic Control Markings, Class 2, Type A 7,800 SQFT
703A011 Traffic Control Markings, Class W, Type A 66 SQFT
703B002 Traffic Control Legends, Class 2, Type A 1,426 SQFT
703D001 Temporary Traffic Control Markings 8,813 SQFT
703E001 Temporary Traffic Control Legends 1,299 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 1,000 Each
705A032 Pavement Markers, Class A-H, Type 1-B 293 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,150 Each
705A038 Pavement Markers, Class A-H, Type 2-E 146 Each
740B000 Construction Signs 981 SQFT
740C000 Special Construction Signs 12 SQFT
740E000 Cones (36 Inches High) 370 Each
740M001 Ballast For Cone 370 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 1 Each
( ) Item will be bid as lump sum.
20150529062Contract ID:May 29, 2015Letting Date:
Projects:County: JEFFERSON
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Planing, Resurfacing, and Traffic Stripe to include Safety Improvementson SR-4 (US-78) from 0.147 miles west of the I-20 Interchange (MP 111.716) to the south endof the Little Cahaba River Bridge (MP 114.611) in Leeds. Length 2.895 mi.
60 Working Days
The Bracket Estimate on this project is from $1,870,943 to $2,286,708 .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:
$20.00
062STPAA-HSIP-0004(529)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 10 SQYD
206E000 Removing Headwalls 2 Each
206E008 Removing Guardrail End Anchor (All Type) 1 Each
210A000 Unclassified Excavation 74 CUYD
210D001 Borrow Excavation (Loose Truckbed Measurement) 823 CUYD
214A000 Structure Excavation 759 CUYD
214B001 Foundation Backfill, Commercial 252 CUYD
219D000 Horizontal Drain 1 1/2 Inch Diameter 882 LF
305B071 Coarse Aggregate, Section 801, For Miscellaneous Use 55 Ton
305B077 Crushed Aggregate, Section 825, For Miscellaneous Use 1,000 Ton
327D021 Plant Mix Bituminous Base, Widening, Mix 2 683 Ton
405A000 Tack Coat 6,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 7 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 48,791 SQYD
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 33,757 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
6,984 Ton
424A367 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
1,089 Ton
424A370 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
156 Ton
424B651 Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate SizeMix, ESAL Range C/D
5,676 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
400 Ton
428A001 Scoring Bituminous Pavement Surface 4 Mile
530A000 15" Roadway Pipe (Class 3 R.C.) 4 LF
530A001 18" Roadway Pipe (Class 3 R.C.) 88 LF
533A098 18" Storm Sewer Pipe (Class 3 R.C.) 136 LF
533A099 24" Storm Sewer Pipe (Class 3 R.C.) 137 LF
533A100 30" Storm Sewer Pipe (Class 3 R.C.) 477 LF
533A101 36" Storm Sewer Pipe (Class 3 R.C.) 12 LF
533A102 42" Storm Sewer Pipe (Class 3 R.C.) 12 LF
533A103 48" Storm Sewer Pipe (Class 3 R.C.) 4 LF
600A000 Mobilization (1) LS
Item No. Description Quantity UnitsSTPAA-HSIP-0004(529) Page: 2
610C001 Loose Riprap, Class 2 100 Ton
610D003 Filter Blanket, Geotextile 500 SQYD
614A000 Slope Paving 23 CUYD
619A002 18" Roadway Pipe End Treatment, Class 1 1 Each
619A004 30" Roadway Pipe End Treatment, Class 1 1 Each
620A000 Minor Structure Concrete 1 CUYD
621A005 Junction Boxes, Type 1 1 Each
621B005 Junction Box Units, Type 1 1 Each
621C002 Inlets, Type C, P1 Or P3 1 Each
621C031 Inlets, Type S3 (1 Wing) 12 Each
621C033 Inlets, Type S3 (2 Wing) 1 Each
621C143 Inlets, Type Special Drop (Modified) 2 Each
621D015 Inlet Units, Type S1 Or S3 16 Each
623C000 Combination Curb & Gutter, Type C 742 LF
630C000 Guardrail End Anchor, Type 10 1 Each
650A000 Topsoil 20 CUYD
652A100 Seeding 1 Acre
654A000 Solid Sodding 1,925 SQYD
656A010 Mulching 1 Acre
665A000 Temporary Seeding 1 Acre
665B001 Temporary Mulching 3 Ton
665E000 Polyethylene 1,500 SQYD
665G000 Sand Bags 500 Each
665I002 Temporary Riprap, Class 1 500 Ton
665J002 Silt Fence 1,220 LF
665N000 Temporary Coarse Aggregate,ALDOT Number 1 500 Ton
665O001 Silt Fence Removal 1,220 LF
665P005 Inlet Protection, Stage 3 Or 4 24 Each
665Q002 Wattle 500 LF
666A001 Pest Control Treatment 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 98,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 7 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 6 Mile
701A239 Broken White, Class 2, Type A Traffic Stripe (5" Wide) 3 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 1 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 3,899 LF
701C000 Broken Temporary Traffic Stripe 6 Mile
701C001 Solid Temporary Traffic Stripe 5 Mile
703A002 Traffic Control Markings, Class 2, Type A 3,933 SQFT
703B002 Traffic Control Legends, Class 2, Type A 516 SQFT
703D001 Temporary Traffic Control Markings 984 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 136 Each
705A031 Pavement Markers, Class A-H, Type 1-A 712 Each
705A032 Pavement Markers, Class A-H, Type 1-B 315 Each
705A037 Pavement Markers, Class A-H, Type 2-D 327 Each
Item No. Description Quantity UnitsSTPAA-HSIP-0004(529) Page: 3
705A038 Pavement Markers, Class A-H, Type 2-E 157 Each
730H001 Loop Wire 5,504 LF
740B000 Construction Signs 1,442 SQFT
740D000 Channelizing Drums 450 Each
740I002 Warning Lights, Type B 2 Each
740O000 Pilot Car 1 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 2 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150529063Contract ID:May 29, 2015Letting Date:
Projects:County: RANDOLPH
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-48 from thejunction of SR-1 (US-431) in Wedowee to north of Main Street near Woodland. Length 9.271mi.
70 Working Days
The Bracket Estimate on this project is from $3,052,543 to $3,730,885 .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
063STPAA-HSIP-0048(504)
Item No. Description Quantity Units206D001 Removing Guardrail 25 LF
206E008 Removing Guardrail End Anchor (All Type) 4 Each
209A000 Mailbox Reset, Single 6 Each
401B100 Bituminous Treatment E (With Polymer Additive) 140,250 SQYD
405A000 Tack Coat 9,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 9 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 107,000 SQYD
408A053 Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick) 28,160 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
7,000 Ton
424A359 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 3/8" MaximumAggregate Size Mix,ESAL Range C/D
150 Ton
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
600 Ton
424B650 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range C/D
13,400 Ton
424B661 Superpave Bituminous Concrete Upper Binder Layer, Widening, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
290 Ton
424B684 Superpave Bituminous Concrete Lower Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
500 Ton
424B687 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
500 Ton
424B688 Superpave Bituminous Concrete Lower Binder Layer, Leveling, 3/4" MaximumAggregate Size Mix, ESAL Range C/D
6,000 Ton
424C370 Superpave Bituminous Concrete Base Layer, Widening, 1" Maximum Aggregate SizeMix, ESAL Range C/D
3,610 Ton
428A001 Scoring Bituminous Pavement Surface 18 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 4,200 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 330 SQYD
629E015 Bridge Rail Retrofit, Type SC(CB) 466 LF
630A001 Steel Beam Guardrail, Class A, Type 2 375 LF
630C003 Guardrail End Anchor, Type 13 4 Each
630C050 Guardrail End Anchor, Type 20 Series 2 Each
630C070 Guardrail End Anchor, Type 10 Series 6 Each
665A000 Temporary Seeding 9 Acre
665B001 Temporary Mulching 27 Ton
Item No. Description Quantity UnitsSTPAA-HSIP-0048(504) Page: 2
665G000 Sand Bags 100 Each
665J002 Silt Fence 250 LF
665O001 Silt Fence Removal 250 LF
665Q002 Wattle 490 LF
698A000 Construction Fuel (Maximum Bid Limited to $ 164,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 18 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) 3 Mile
701C000 Broken Temporary Traffic Stripe 10 Mile
701C001 Solid Temporary Traffic Stripe 152 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 465 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 80 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 386 LF
701H002 Solid Traffic Stripe Removed (Tape) 851 LF
701H007 Broken Traffic Stripe Removed (Tape) 80 LF
703A002 Traffic Control Markings, Class 2, Type A 1,007 SQFT
703B002 Traffic Control Legends, Class 2, Type A 273 SQFT
703D001 Temporary Traffic Control Markings 2,400 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 150 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,025 Each
740B000 Construction Signs 1,506 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529064Contract ID:May 29, 2015Letting Date:
Projects:County: COVINGTON
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-55 from theYellow River (MP 10.366) to the junction of SR-15 in Andalusia. Length 13.181 mi.
75 Working Days
The Bracket Estimate on this project is from $2,645,279 to $3,233,119 .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:
$16.00
064STPAA-HSIP-0055(511)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 436 SQYD
209A000 Mailbox Reset, Single 8 Each
209A001 Mailbox Reset, Double 4 Each
209A002 Mailbox Reset, Multiple 13 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 917 CUYD
212A000 Machine Grading Shoulders 1,366 STA
405A000 Tack Coat 16,241 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 14 Mile
408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 184,664 SQYD
410H000 Material Remixing Device 1 Each
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
17,865 Ton
424B655 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range C/D
200 Ton
424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
5,414 Ton
424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D
200 Ton
428A001 Scoring Bituminous Pavement Surface 27 Mile
600A000 Mobilization (1) LS
650A000 Topsoil 2,586 CUYD
652A100 Seeding 32 Acre
652C000 Mowing 85 Acre
656A010 Mulching 32 Acre
659C002 Erosion Control Product, Type S2 450 SQYD
665A000 Temporary Seeding 11 Acre
665B001 Temporary Mulching 32 Ton
665J002 Silt Fence 3,180 LF
665O001 Silt Fence Removal 3,180 LF
665P005 Inlet Protection, Stage 3 Or 4 4 Each
665Q002 Wattle 3,600 LF
666A001 Pest Control Treatment 32 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 138,530.00) (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) 10 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile
Item No. Description Quantity UnitsSTPAA-HSIP-0055(511) Page: 2
701C000 Broken Temporary Traffic Stripe 35 Mile
701C001 Solid Temporary Traffic Stripe 80 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) 2,654 LF
701G154 Solid Yellow, Class W, Type A Traffic Stripe (5" Wide) 2,654 LF
703A002 Traffic Control Markings, Class 2, Type A 877 SQFT
703D001 Temporary Traffic Control Markings 1,753 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 460 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,082 Each
740B000 Construction Signs 1,432 SQFT
740E000 Cones (36 Inches High) 120 Each
740M001 Ballast For Cone 120 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529065Contract ID:May 29, 2015Letting Date:
Projects:County: ELMORE
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-63 from the end ofthe 4-Lane Section (MP 6.700) in Eclectic to the Tallapoosa County Line. Length 9.610 mi.
65 Working Days
The Bracket Estimate on this project is from $2,446,746 to $2,990,468 .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
065STPAA-HSIP-0063(504)
Item No. Description Quantity Units212A000 Machine Grading Shoulders 868 STA
401B100 Bituminous Treatment E (With Polymer Additive) 156,750 SQYD
405A000 Tack Coat 13,000 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 10 Mile
408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 160,000 SQYD
410H000 Material Remixing Device 1 Each
424A360 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range C/D
13,580 Ton
424A369 Superpave Bituminous Concrete Wearing Surface Layer, Widening, 1/2" MaximumAggregate Size Mix, ESAL Range C/D
2,110 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
1,500 Ton
424B663 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range C/D
3,550 Ton
428A001 Scoring Bituminous Pavement Surface 19 Mile
430B043 Aggregate Surfacing (1" Down, Crusher Run) 3,000 Ton
600A000 Mobilization (1) LS
610D003 Filter Blanket, Geotextile 335 SQYD
650A000 Topsoil 500 CUYD
652A100 Seeding 9 Acre
652C000 Mowing 9 Acre
654A000 Solid Sodding 250 SQYD
656A010 Mulching 9 Acre
659C002 Erosion Control Product, Type S2 500 SQYD
665A000 Temporary Seeding 9 Acre
665B001 Temporary Mulching 27 Ton
665F000 Hay Bales 100 Each
665G000 Sand Bags 100 Each
665J002 Silt Fence 2,500 LF
665O001 Silt Fence Removal 2,500 LF
665Q002 Wattle 500 LF
666A001 Pest Control Treatment 9 Acre
698A000 Construction Fuel (Maximum Bid Limited to $ 138,000.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 19 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 15 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
Item No. Description Quantity UnitsSTPAA-HSIP-0063(504) Page: 2
701C000 Broken Temporary Traffic Stripe 4 Mile
701C001 Solid Temporary Traffic Stripe 100 Mile
701G146 Solid White, Class W, Type A Traffic Stripe (5"Wide) 4,943 LF
701G150 Broken Yellow, Class W, Type A Traffic Stripe (5" Wide) 2,472 LF
701H001 Solid Traffic Stripe Removed (Plastic) 4,943 LF
701H006 Broken Traffic Stripe Removed (Plastic) 2,472 LF
703A002 Traffic Control Markings, Class 2, Type A 1,400 SQFT
703B002 Traffic Control Legends, Class 2, Type A 23 SQFT
703D001 Temporary Traffic Control Markings 675 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 210 Each
705A037 Pavement Markers, Class A-H, Type 2-D 1,000 Each
740B000 Construction Signs 1,592 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.
20150529066Contract ID:May 29, 2015Letting Date:
Projects:County: COFFEE
DBE Goal Percent: 5.00Contract Time:
Description: for constructing the Safety Widening, Drainage Structure Improvements, Resurfacing, andTraffic Stripe on SR-125 from the intersection of SR-167 to the Pike County Line. Length5.795 mi.
85 Working Days
The Bracket Estimate on this project is from $2,304,710 to $2,816,867 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$12.00
066STPAA-HSIP-0125(503), 99-407-160-125-501
Item No. Description Quantity Units206C010 Removing Concrete Driveway 48 SQYD
206D000 Removing Pipe 16 LF
206E000 Removing Headwalls 4 Each
209A000 Mailbox Reset, Single 10 Each
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 1,200 CUYD
212A000 Machine Grading Shoulders 612 STA
214A000 Structure Excavation 16 CUYD
214B001 Foundation Backfill, Commercial 8 CUYD
405A000 Tack Coat 13,710 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
408A052 Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick) 82,971 SQYD
410C000 Contractor Retained Profilograph 1 Each
410H000 Material Remixing Device 1 Each
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
8,227 Ton
424B635 Superpave Bituminous Concrete Upper Binder Layer, 3/4" Maximum Aggregate SizeMix, ESAL Range A/B
6,846 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
200 Ton
424B648 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range A/B
2,385 Ton
424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range A/B
200 Ton
428A001 Scoring Bituminous Pavement Surface 12 Mile
530A103 30" Roadway Pipe (Class 3 R.C.) (Extension) 22 LF
530A104 36" Roadway Pipe (Class 3 R.C.) (Extension) 27 LF
538A003 18" Roadway Pipe Rehabilitation 76 LF
538A004 24" Roadway Pipe Rehabilitation 342 LF
538A005 30" Roadway Pipe Rehabilitation 177 LF
538A006 36" Roadway Pipe Rehabilitation 373 LF
538A012 72" Roadway Pipe Rehabilitation 80 LF
600A000 Mobilization (1) LS
610C001 Loose Riprap, Class 2 2,812 Ton
610D003 Filter Blanket, Geotextile 2,936 SQYD
619A033 30" Roadway Pipe End Treatment, Class 1(Type HW-620) 2 Each
619A034 36" Roadway Pipe End Treatment, Class 1(Type HW-620) 2 Each
620A000 Minor Structure Concrete 8 CUYD
Item No. Description Quantity UnitsSTPAA-HSIP-0125(503) Page: 2
630A001 Steel Beam Guardrail, Class A, Type 2 963 LF
630C050 Guardrail End Anchor, Type 20 Series 8 Each
650A000 Topsoil 4,760 CUYD
652A100 Seeding 20 Acre
652C000 Mowing 51 Acre
656A010 Mulching 20 Acre
659C002 Erosion Control Product, Type S2 550 SQYD
665A000 Temporary Seeding 7 Acre
665B001 Temporary Mulching 20 Ton
665J002 Silt Fence 1,750 LF
665O001 Silt Fence Removal 1,750 LF
665P005 Inlet Protection, Stage 3 Or 4 2 Each
665Q002 Wattle 1,960 LF
666A001 Pest Control Treatment 20 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 143,510.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 12 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 8 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 4 Mile
701C000 Broken Temporary Traffic Stripe 11 Mile
701C001 Solid Temporary Traffic Stripe 45 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
703A002 Traffic Control Markings, Class 2, Type A 1,680 SQFT
703D001 Temporary Traffic Control Markings 2,250 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 40 Each
705A032 Pavement Markers, Class A-H, Type 1-B 166 Each
705A037 Pavement Markers, Class A-H, Type 2-D 528 Each
740B000 Construction Signs 784 SQFT
740C000 Special Construction Signs 9 SQFT
740E000 Cones (36 Inches High) 150 Each
740M001 Ballast For Cone 150 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529067Contract ID:May 29, 2015Letting Date:
Projects:County: PIKE
DBE Goal Percent: 4.00Contract Time:
Description: for constructing the Safety Widening, Resurfacing, and Traffic Stripe on SR-93 from the northTown Limits of Brundidge (MP 2.542) to the junction of SR-15 (US-29) in Banks (Site #1) andon SR-201 from the junction of the CSX Railroad/SR-93 to the junction of SR-15 (US-29) inBanks (Site #2). Length 7.302 mi.
55 Working Days
The Bracket Estimate on this project is from $1,720,924 to $2,013,352 .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:
$19.00
067STPAA-HSIP-0093(502), STPAA-HSIP-0201(532)
Item No. Description Quantity Units210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 480 CUYD
212A000 Machine Grading Shoulders 772 STA
405A000 Tack Coat 9,597 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 8 Mile
408B001 Micro-Milling Existing Pavement(Approximatley 1.10" Thru 2.00" Thick) 110,046 SQYD
410H000 Material Remixing Device 1 Each
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
2,161 Ton
424A361 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range C/D
8,413 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
200 Ton
424B648 Superpave Bituminous Concrete Upper Binder Layer, Widening, 1 1/2" MaximumAggregate Size Mix, ESAL Range A/B
592 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
2,356 Ton
424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range A/B
200 Ton
424B701 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MAximumAggregate Size mix, ESAL Range C/D
200 Ton
428A001 Scoring Bituminous Pavement Surface 15 Mile
600A000 Mobilization (1) LS
650A000 Topsoil 1,313 CUYD
652A100 Seeding 20 Acre
652C000 Mowing 68 Acre
656A010 Mulching 20 Acre
659C002 Erosion Control Product, Type S2 420 SQYD
665A000 Temporary Seeding 7 Acre
665B001 Temporary Mulching 20 Ton
665G000 Sand Bags 150 Each
665J002 Silt Fence 1,950 LF
665O001 Silt Fence Removal 1,950 LF
665P005 Inlet Protection, Stage 3 Or 4 15 Each
665Q002 Wattle 2,930 LF
666A001 Pest Control Treatment 20 Acre
680A001 Geometric Controls (1) LS
Item No. Description Quantity UnitsSTPAA-HSIP-0093(502) Page: 2
698A000 Construction Fuel (Maximum Bid Limited to $ 90,500.00) (1) LS
701A227 Solid White, Class 2, Type A Traffic Stripe (5" Wide) 16 Mile
701A230 Solid Yellow, Class 2, Type A Traffic Stripe (5" Wide) 10 Mile
701A244 Broken Yellow, Class 2, Type A Traffic Stripe (5" Wide) 5 Mile
701B207 Dotted, Class 2, Type A Traffic Stripe (5" Wide) 659 LF
701C000 Broken Temporary Traffic Stripe 15 Mile
701C001 Solid Temporary Traffic Stripe 57 Mile
701D007 Solid Traffic Stripe Removed (Paint) 2 Mile
701D008 Solid Traffic Stripe Removed (Plastic) 2 Mile
701D014 Broken Traffic Stripe Removed (Paint) 2 Mile
701D015 Broken Traffic Stripe Removed (Plastic) 2 Mile
703A002 Traffic Control Markings, Class 2, Type A 2,915 SQFT
703B002 Traffic Control Legends, Class 2, Type A 705 SQFT
703D001 Temporary Traffic Control Markings 2,025 SQFT
703E001 Temporary Traffic Control Legends 1,572 SQFT
705A030 Pavement Markers, Class A-H, Type 2-C 438 Each
705A032 Pavement Markers, Class A-H, Type 1-B 371 Each
705A037 Pavement Markers, Class A-H, Type 2-D 669 Each
705A038 Pavement Markers, Class A-H, Type 2-E 308 Each
740B000 Construction Signs 1,198 SQFT
740C000 Special Construction Signs 22 SQFT
740E000 Cones (36 Inches High) 150 Each
740M001 Ballast For Cone 150 Each
740O000 Pilot Car 2 Each
( ) Item will be bid as lump sum.
20150529073Contract ID:May 29, 2015Letting Date:
Projects:County: CALHOUN
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-37 (Nisbet Lake Road) from thejunction of Hulsey Road north of Jacksonville to the intersection of Williams Road. Length2.840 mi.
30 Working Days
The Bracket Estimate on this project is from $525,699 to $642,521 .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
073STPNU-0814(252)
Item No. Description Quantity Units401B106 Bituminous Treatment JG (With Polymer Additive) 13,330 SQYD
401B108 Bituminous Treatment G (With Polymer Additive) 36,655 SQYD
405A000 Tack Coat 1,100 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
3,865 Ton
424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
100 Ton
424B639 Superpave Bituminous Concrete Upper Binder Layer, Patching, 3/4" MaximumAggregate Size Mix, ESAL Range A/B
50 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,667 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 31,000.00). (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 6 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 5 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 10 Mile
703A002 Traffic Control Markings, Class 2, Type A 288 SQFT
703D001 Temporary Traffic Control Markings 288 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 94 Each
705A037 Pavement Markers, Class A-H, Type 2-D 281 Each
740B000 Construction Signs 314 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529074Contract ID:May 29, 2015Letting Date:
Projects:County: COLBERT
Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-48 from the pavement joint south ofPoplar Creek Loop North to the pavement joint South of the intersection of SR-157. Length2.476 mi.
30 Working Days
The Bracket Estimate on this project is from $415,989 to $508,432 .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
074STPNU-1714(253)
Item No. Description Quantity Units401A006 Bituminous Treatment G 33,422 SQYD
405A000 Tack Coat 894 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 3 Mile
424A340 Superpave Bituminous Concrete Wearing Surface Layer, 1/2" Maximum AggregateSize Mix, ESAL Range A/B
2,607 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
1,200 Ton
430B047 Aggregate Surfacing (3/4" Down,Crusher Run) 1,079 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 23,300.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 5 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 4 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 3 Mile
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 9 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 173 LF
703A002 Traffic Control Markings, Class 2, Type A 76 SQFT
703B002 Traffic Control Legends, Class 2, Type A 56 SQFT
703D001 Temporary Traffic Control Markings 76 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 196 Each
705A037 Pavement Markers, Class A-H, Type 2-D 131 Each
740B000 Construction Signs 311 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529075Contract ID:May 29, 2015Letting Date:
Projects:County: COOSA
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-29 from the Elmore County Line tothe intersection of SR-22. Length 5.571 mi.
30 Working Days
The Bracket Estimate on this project is from $685,762 to $838,153 .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
075STPNU-1915(250)
Item No. Description Quantity Units401B108 Bituminous Treatment G (With Polymer Additive) 65,367 SQYD
405A000 Tack Coat 1,961 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
424A346 Superpave Bituminous Concrete Wearing Surface Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
5,910 Ton
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
350 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) 2,207 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 38,400.00). (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 12 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 8 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 3 Mile
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 8 Mile
703A002 Traffic Control Markings, Class 2, Type A 276 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 150 Each
705A037 Pavement Markers, Class A-H, Type 2-D 545 Each
740B000 Construction Signs 288 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529076Contract ID:May 29, 2015Letting Date:
Projects:County: ELMORE
Contract Time:
Description: for constructing the Traffic Stripe, Pavement Markings, and Pavement Markers on VariousCounty Routes as indicated in the plans. Length 33.893 mi.
30 Working Days
The Bracket Estimate on this project is from $241,843 to $295,585 .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
076STPNU-2615(251)
Item No. Description Quantity Units600A000 Mobilization (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 71 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 46 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 23 Mile
703A004 Traffic Control Markings, Class 2T, Type A 1,160 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 987 Each
705A037 Pavement Markers, Class A-H, Type 2-D 3,360 Each
( ) Item will be bid as lump sum.
20150529077Contract ID:May 29, 2015Letting Date:
Projects:County: ETOWAH
DBE Goal Percent: 1.00Contract Time:
Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-446 (RockyFord Road) from the junction of Reeves Road in Hokes Bluff to the Cherokee County Line.Length 3.499 mi.
30 Working Days
The Bracket Estimate on this project is from $730,230 to $892,503 .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
077STPNU-2814(251)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 18 SQYD
302A000 Full Depth Reclamation, 49,280 SQYD
302B000 Portland Cement For Full Depth Reclamation 775 Ton
401B106 Bituminous Treatment JG (With Polymer Additive) 49,280 SQYD
405A000 Tack Coat 1,480 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 4 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
3,875 Ton
600A000 Mobilization (1) LS
630A021 Steel Beam Guardrail, Class A, Type 2 (Steel Post) 100 LF
630C070 Guardrail End Anchor, Type 10 Series 4 Each
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 40,600.00) (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 7 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 6 Mile
701A044 Broken Yellow, Class 2T, Type A Traffic Stripe 1 Mile
701C000 Broken Temporary Traffic Stripe 2 Mile
701C001 Solid Temporary Traffic Stripe 12 Mile
703A004 Traffic Control Markings, Class 2T, Type A 80 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 94 Each
705A037 Pavement Markers, Class A-H, Type 2-D 375 Each
740B000 Construction Signs 339 SQFT
740E000 Cones (36 Inches High) 50 Each
740M001 Ballast For Cone 50 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529078Contract ID:May 29, 2015Letting Date:
Projects:County: HOUSTON
DBE Goal Percent: 3.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on Smithville Road from the intersection ofSR-1 (US-231) to the junction of CR-33 and on CR-33 from the junction of Smithville Road tothe intersection of SR-53 northwest of Cottonwood. Length 5.848 mi.
30 Working Days
The Bracket Estimate on this project is from $678,925 to $829,797 .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
078STPNU-3514 (255)
Item No. Description Quantity Units401A006 Bituminous Treatment G 75,154 SQYD
405A000 Tack Coat 2,255 Gal
407B000 Joint Sealant For Hot Mix Asphalt Pavement 6 Mile
424A341 Superpave Bituminous Concrete Wearing Surface Layer, 3/4" Maximum AggregateSize Mix, ESAL Range A/B
6,265 Ton
424B700 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 3/8" MaximumAggregate Size mix, ESAL Range A/B
50 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 38,000.00). (1) LS
701C000 Broken Temporary Traffic Stripe 3 Mile
701C001 Solid Temporary Traffic Stripe 8 Mile
740B000 Construction Signs 477 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529079Contract ID:May 29, 2015Letting Date:
Projects:County: RANDOLPH
Contract Time:
Description: for constructing the Full Depth Reclamation, Resurfacing, and Traffic Stripe on CR-52 from thejunction of CR-87 to the Georgia State Line. Length 2.700 mi.
30 Working Days
The Bracket Estimate on this project is from $427,345 to $522,310 .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
079STPNU-5613(251)
Item No. Description Quantity Units206C010 Removing Concrete Driveway 59 SQYD
302A000 Full Depth Reclamation, 35,404 SQYD
302B000 Portland Cement For Full Depth Reclamation 841 Ton
401A000 Bituminous Treatment A 35,736 SQYD
401B106 Bituminous Treatment JG (With Polymer Additive) 34,152 SQYD
430B043 Aggregate Surfacing (1" Down, Crusher Run) 1,045 Ton
600A000 Mobilization (1) LS
652A100 Seeding 1 Acre
656A010 Mulching 1 Acre
680A001 Geometric Controls (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 23,400.00) (1) LS
701A231 Solid White, Class 2, Type A Traffic Stripe 6 Mile
701A235 Solid Yellow, Class 2, Type A Traffic Stripe 5 Mile
701A245 Broken Yellow, Class 2, Type A Traffic Stripe 1 Mile
703A002 Traffic Control Markings, Class 2, Type A 220 SQFT
705A032 Pavement Markers, Class A-H, Type 1-B 36 Each
705A037 Pavement Markers, Class A-H, Type 2-D 321 Each
740B000 Construction Signs 416 SQFT
740F002 Barricades, Type III 15 Each
740I002 Warning Lights, Type B 9 Each
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529080Contract ID:May 29, 2015Letting Date:
Projects:County: TALLAPOOSA
DBE Goal Percent: 1.00Contract Time:
Description: for constructing the Resurfacing and Traffic Stripe on CR-34 from the junction of PleasurePoint Road near Lake Martin to the intersection of SR-49 south of Dadeville. Length 6.723 mi.
30 Working Days
The Bracket Estimate on this project is from $476,710 to $582,646 .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
080STPNU-6214(250)
Item No. Description Quantity Units401B118 Bituminous Treatment GD (With Polymer Additive) 86,780 SQYD
405A000 Tack Coat 500 Gal
424B640 Superpave Bituminous Concrete Upper Binder Layer, Patching, 1" MaximumAggregate Size Mix, ESAL Range A/B
800 Ton
424B642 Superpave Bituminous Concrete Upper Binder Layer, Leveling, 1/2" MaximumAggregate Size Mix, ESAL Range A/B
100 Ton
430B043 Aggregate Surfacing (1" Down, Crusher Run) 3,728 Ton
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 26,700.00). (1) LS
701A030 Solid White, Class 2T, Type A Traffic Stripe 14 Mile
701A034 Solid Yellow, Class 2T, Type A Traffic Stripe 14 Mile
701C001 Solid Temporary Traffic Stripe 14 Mile
701G251 Solid White, Class 2, Type A Traffic Stripe (6" Wide) (Rumble Strip) 275 LF
703A004 Traffic Control Markings, Class 2T, Type A 920 SQFT
705A037 Pavement Markers, Class A-H, Type 2-D 888 Each
740B000 Construction Signs 375 SQFT
740O000 Pilot Car 1 Each
( ) Item will be bid as lump sum.
20150529085Contract ID:May 29, 2015Letting Date:
Projects:Counties: HALE, CHILTON, AND PERRY
Contract Time:
Description: for the Maintenance Bridge Painting on various structures within the West Central Region.
40 Working Days
The Bracket Estimate on this project is from $298,376 to $364,682 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$5.00
08599-505-990-500-401
Item No. Description Quantity Units521B000 Coating Existing Bridge At MP 53.619 (SR-5) PERRY COUNTY 5,834 SQ/FT (1) LS
521B001 Coating Existing Bridge At MP 117.296 (SR-69) HALE COUNTY 10,851 SQ/FT (1) LS
521B002 Coating Existing Bridge At MP 0.643 (SR-145) CHILTON COUNTY 9,677 SQ/FT (1) LS
600A000 Mobilization (1) LS
698A000 Construction Fuel (Maximum Bid Limited to $ 9,500.00) (1) LS
740B000 Construction Signs 560 SQFT
740D000 Channelizing Drums 200 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 1 Each
742A001 Portable Changeable Message Sign, Type 2 2 Each
( ) Item will be bid as lump sum.
20150529086Contract ID:May 29, 2015Letting Date:
Projects:Counties: MONTGOMERY AND BUTLER
Contract Time:
Description: for constructing the Bridge Abutment Slope Pavement and Joint Repair on Various Bridges asindicated in the plans.
45 Working Days
The Bracket Estimate on this project is from $156,595 to $191,394 .A Bidding Proposal may be purchased for $5.00. Plans may be purchased for per set.
The Principal Items of work are approximately as follows:
$4.00
08699-506-690-000-401
Item No. Description Quantity Units206C002 Removing Concrete Slope Paving 609 SQYD
210D021 Borrow Excavation (Loose Truckbed Measurement)(A4 or Better) 946 CUYD
522G000 Bridge Joint Seal 434 LF
600A000 Mobilization (1) LS
614A001 Slope Paving (Under Bridges) 81 CUYD
698A000 Construction Fuel (Maximum Bid Limited to $ 4,000.00) (1) LS
740B000 Construction Signs 2,389 SQFT
740C000 Special Construction Signs 24 SQFT
740D000 Channelizing Drums 100 Each
740E000 Cones (36 Inches High) 300 Each
740M001 Ballast For Cone 300 Each
741C010 Portable Sequential Arrow And Chevron Sign Unit 4 Each
742A001 Portable Changeable Message Sign, Type 2 4 Each
( ) Item will be bid as lump sum.
20150529200Contract ID:May 29, 2015Letting Date:
Projects:County: MOBILE
Contract Time:
Description: for constructing the Historic Whistler Bike Trail (Bike Path along an abandoned RailroadCorridor) along SR-17 from a point near the I-65 Interchange to a point near the SR-158Interchange in Prichard. Length 1.293 mi.
65 Working Days
The Bracket Estimate on this project is from $623,244 to $761,743 .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.
HPP-1602(511)
Item No. Description Quantity Units201A002 Clearing And Grubbing (Maximum Allowable Bid $ $4000.00 Per Acre) (Approximately
2 Acres)(1) LS
201B001 Selective Clearing 4 Acre
210A000 Unclassified Excavation 490 CUYD
301A012 Crushed Aggregate Base Course, Type B, Plant Mixed, 6" Compacted Thickness 430 SQYD
401A000 Bituminous Treatment A 430 SQYD
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
36 Ton
430B040 Aggregate Surfacing (Crushed Aggregate Base, Type B) 10 Ton
517A002 Galvanized Steel Pipe Handrail 116 LF
535A078 15" Side Drain Pipe (Class 3 R.C.) 417 LF
600A000 Mobilization (1) LS
618A000 Concrete Sidewalk, 4" Thick 6,841 SQYD
619A125 15" Side Drain Pipe End Treatment, Class 2 4 Each
634A002 Industrial Fence, 6 Feet High 650 LF
650B000 Topsoil From Stockpiles 694 CUYD
652A100 Seeding 2 Acre
654A001 Solid Sodding (Bermuda) 6,280 SQYD
656A010 Mulching 2 Acre
660C018 Shrubs, Azalea Indica Pride Of Mobile (Pride Of Mobile Azalea) 38 Each
660C071 Shrubs, Liriope Muscari 'Variegata' (Variegated Liriope) 100 Each
660D152 Trees, Lagerstroemia Indica X Fauriei 'Natchez' (Natchez Crapemyrtle) 28 Each
660D191 Trees, Sabal Palm (Sabal Palm) 42 Each
665G000 Sand Bags 25 Each
665J002 Silt Fence 10,000 LF
665O001 Silt Fence Removal 10,000 LF
665Q002 Wattle 100 LF
666A001 Pest Control Treatment 1 Acre
674A000 Construction Safety Fence 200 LF
680A001 Geometric Controls (1) LS
701G249 Solid White, Class 2, Type A Traffic Stripe 530 LF
703A002 Traffic Control Markings, Class 2, Type A 204 SQFT
703B002 Traffic Control Legends, Class 2, Type A 376 SQFT
Item No. Description Quantity UnitsHPP-1602(511) Page: 2
710A126 Class 8, Aluminum Flat Sign Panels 0.08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IX Background)
108 SQFT
710B021 Roadway Sign Post (#3 U Channel, Galvanized Steel or 2 ", 14 Ga Square TubularSteel)
518 LF
740B000 Construction Signs 54 SQFT
740D000 Channelizing Drums 15 Each
740E000 Cones (36 Inches High) 25 Each
740M001 Ballast For Cone 25 Each
750Z220 Roadway Lighting Site Lighting (1) LS
792A000 Site Furnishings ( Overhead Entrance) 1 Each
792A001 Site Furnishings ( Entrance Sign) 1 Each
792A002 Site Furnishings ( Bike Rack, Type 1) 1 Each
792A003 Site Furnishings ( Bike Rack, Type 2) 4 Each
792A004 Site Furnishings ( Bike Rack, Type 3) 6 Each
792A005 Site Furnishings ( Bike Bollard, Type 4) 8 Each
792A006 Site Furnishings ( Bench, Type 1) 4 Each
792A007 Site Furnshings ( Bench, Type 2) 2 Each
792A008 Site Furnishings ( Parking Bumper) 22 Each
792A009 Site Furnishings ( Wastebasket) 5 Each
792B000 Site Furnishings ( Kiosk) (1) LS
792B001 Site Furnishings ( Gazebo) (1) LS
( ) Item will be bid as lump sum.